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HomeMy WebLinkAboutProduct Approval 7/1/2017 Florida Building Code Online Ir• .: - -BCis-Home Log In User Registration I Hot Topic, I Submit Surchaige Stats&Fads Publications I FBC Staff I BCIS:Site Map Links Search Fb,ida . rom Product ApprovalUSER. Public User l .2 4.,r. Product AdoroJal Menu>Pioduct or Aooilcatlon Search;Aoolicatlon Llst g Application Detall Fl-# FLi6177-R1 Applicadon Type Revislon Code Version 01 Application;StatusApproved FL I CD ] .I . Comments P. Archived EJ ;�+, } B t, Product Manufacturer Custom Window System Inc. Address/Phone/Email 1900-SW 44th Avenue Ocal6,.FL 34474 (352)368-6922 Ezt.255 brooks@cws:cc Authorized Signature St ephen.Brooks RECEIVED slirooks@cws,cc AUG 2 9 2017 Technical Representative Erin Koss Address/Phone/Email 1900 SW,44th Ave. PERMIMNG Ocala, FL,3447.4 St.Lucie County, FL (352) 368-6922 Ezt-291 ek6s5@cws.cc Quality Assurance Representative Jay Lathrop• Address/Phone/Email 1900 SW 44th Ave. Ocala;FL 34474 (352)`368-6922 Ext 291 jlathrop@cws:cc Category Windows t Subcategory Single Hung t Compliance Method Evaluation Report from a Florida_ Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida'License PE-58201 Quality Assurance Entity .Keystone Certifications, Inc. Quality Assurance Contract Expiration Date l)7/21/2020 ? Validated By Steven M. Urich, PE I l ? Validation Checklist.- Hardcopy Received Certificate of Independence FL1617.7 R1 COI EvalRer)CWS-912B'iSH-8100.IMP. NoSillAnch).Pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ! ASTM E1886-05 2005. ASTM E1996-09 2009' PA TAS 201/202/203 1004- Equivalence 994Equivalence of Product Standards httpsIMrww.horidabuilding.org(pr/"pp o.aspx?param=wGEVXQwtDgvyf4ngAXhIOy8QtjDbmBlPjuPdYUGeM3yYLd882'%2bJrew%3d%3d U2 7/11/2017 Florida Bullcring Code Online C6ftified By .Sections from the Code Product-ApprdVa L Method Method I Option D Date,Submitted 04/14/2015 Date,Validated Q4/21/2615 Date Pending F:O(,Approval 04/25/2015 Date Approved. 00?12/705 Summa .of Products FL Model,NUrhbier or Narfib Description 16177.11- SH-8100 PVC Single Hung SH-8100 PVC Single'Hung,Irri pAct ROsistb.nt.win.dlo.vv, I,—MT1S­o­f Use Instpftfibn 31fistfikHo6s; *pkAiid'f6-r use In HVIM Yes FL115177'-RIJ IftWS-812b (SH-kbiti, IMP, WSOlAnch),Ddf. Apprpvedfor use outside:HVA1.Yes Verified By.: Luqas X.Turner 5,8201 fnipac-t Resls&iint:Yes" '6reated 'by.Independent Third Party: Yes ;Design Pressure:+701-46 Evaluation Reports bt6er:SH 8100 PVC Impact, no sill prIchqr§required Safety M16T.R1 AE DuPont PVB N6A,13-' 1'29 27.Ddf glazing required on outer llte-above, ft.-in HVH1k."'Glass; FL161 7 R! AE E�,allkegQW�-9125 fSH-8100. IMP. complies,to ASTM EI3-0'0-04. NoSillAnch)a)d R1677:KI AE Quanex(Mikron) NQA 12-1017 02.pdf Created.by;-Independent'rhird,'.F�afty.:Yes Back Next Cont!)d Us:, 2601 Slalr$brie goad,Tallahassee'F4 32309 Phone:.85i)-461-104 The State olfFlorida Is an_4AXE0 employer_Copyright 2007w2013 State of Florida.:;Privacy.Statement::Accessibility Statement::Refund StateMjh Under.F16r1da,laWj eniill,atldreises Are public records.if you do.not wint.yotir e-ffiall address releikd ln.resp hse4o a.publicTrkords request,do not send electronic mail to ihliintky.Instead,,contact-the office-by phone or by trad-Iti.oh.al,mlail...If you have any.questions,'please contact.85M487.1395:-Pukuant to sectio'n'. 5(1),'Flonda'Siatutes, �.-I effective' 2012lic6s6eg licensed under Chapter 455,F.'S.must provide the bepariment with an email address l(thej have one.The emalls'pro'vided may be'usdd for official communication with the licensee.HoWeveremall-bddiems are public riccird.If y66-do W wish to supp-lya personal address,please provide the Department with an email address which can I>e.niade available to the public.To determine If you are a.licensee underChapter 455,F.S.,please dick hLrL. Prbduit App-i6va I A&elpts: Credit Card We 0 PdY 882%2bJ ew 3d 3d httpsiAwww.floridabuilding.orglprlpr._appjfl.aspx?param=wG�\IXQwtDqvyi4rm,P,Xhlby8QtjDbmbi ju uGOM3yYtA- r % % 2/2 SINGLE HUNG - LARGE MIS81LE IMPACT GENERAL NOTES:. THE PRODUCT,SHOWN HEREINJS DESIGNED ANDIMANUFA7TURED �FANDOW SYSTEMS To COMPLY WITH-THE FLORIDA BUILDING CODE(FBC).CURRENT PRODUCT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(H.VHZ)'AND. 1900 SW 44TH AVE, N QCALA.r IS RATED FOR WIND ZONE'4'MISSILE LEVEL D'IMPACT USE AS DEFINED FLORIDA 34474 E^1996 -WWW,aWS.CO E11996 PER THE FEC, r,lNA6=1 .. 2.GLAZIN'G9PTIONS:(SEE SHEET;?) 53116'MAX.OVERALL FLANGE WIDTH8 3.C I bNF.IGURATi6NS-'*0)Xc: 81.00 PVC SINGLE HUNG 1-51,7161'' 1,11AX: lNlTWlDfH - 4.DESIGN PRESSUREAATING* IMPACT 47 1 Ili 6'GLASS OLD 'NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLA,t&TABLESASTMIE-13mok A- -POSITIVEDssiGN.LOADS 8 AsED'ON,`TIlSTEQ'PRFSSURE.WATER 1�2 :ASTME-MOP-#4. INFILTRATION TEST PRESSURE URE AN6,GLASS TABLES; 0 C"k S.IANCHOAAGE:THE,33 IJ3%STRESS'INCRtA SE"HAS NOT BEEN USED MAX. IN THE DESIGN OF THIS,PRODUCT.'SEE SHEET 6 FOR'ANCHOR w CD tn OVERALL DETAILS,WINDLOAD,DURA RON FACTOR Od.1.6WAS USED FOR WOOD' FLANGE ANCHMCALCULATIONS. z HEIGHT 0 E 26 V16' 6.PRODUCT APPROVED.FOR IMPACT RESISTANCE;.SHUTTERS'ARE B zi :-:Zl�71.-MAI UNIT�W&H� GLASS > PL01 0 ww i..ALL-FRAMESANDVIiNTS FiLILLY'WELDED.-SMALL JOINT SEAM SEALANT 9 41' USED AT FIXED MEETING RAIL AND.JAMB., MAK12 g:7. Fc UNIT 6.SERIES/MODEL DESI I GNATION-SH.,8100. < . I I -­ - , in HEIGHT ti Lu S.THE DESIGNATION X AND 0 STAND FOR THETOLLOWING: =3 cr.0 'X=OPERABLE,SXSI-L 0=*1*0 SASH 30 3/1s' I ( 17, .10.SECTION'CALLOUTSAPPLY TO ALL ELEVATIONS IN hSIMILXR GL MAX. 26 ASS 71ir. LOCATION. DLO HEIGHT X 1 B' 17.EXTERNAL WEEP'SLOT 1W x 1.114*.LOCATED 4*FROM BOTH ENDS. 0, No 58201 6. Lucas A. Ttirner 201 5-,04=4 I I(A '06 A 451116" GLASS,OLD .411112615 SASH MAK SASHW WIDTH LUCAS A.TUR.NER,P.E. FCPElt_S$201 1239 JABARA AVE. NORTH-PORT;FL-34288 PK,941-386-1674 SHEEN DESCRIPTION: GENERAL NOTES'AND .ELEVATIONS TABLE OF CONTENTS DRAWN BY! DATE: GENERAL NOTES t'ELEVATIONS.—1 DESIGN PRESSURE BAT 06118112 GLAZING DETAIL................................21 MAX. UNIT SIZE IMPACT REV.-- SECTION VIEWS.............I............_.:3 'RATING EXTRUSIONS&B-O.M.....................;.4 ANCHOR SCHEDULE&NOTES.......,,5 41 51-7/8"'x 61-3/4", 70 PSF LARGEVISSILE IMPACT' SHEET INSTALLATION DETAILS.; ;S 1OF6 WINDOVVSYS T1�EMS '.1800 SW_44TH AVE. I,,FIbRIDA'3447.4 W W WCWS:CC MUPVC SINGLE HUNG IMPACT. 12W 1-718'OVERALL INSULATED GCA !8"OVERALL INSULATED-GLASS' '19 118`ANNEALED OR TEMPERED --1/8'ANNEALED.ORTEMPERED' u 7/16'AIRSPACE 7/16'AIRSPACE- w 's. a 0- S/16"LAMINATED'GLAW `&W..LAMINATED.GLASS w, W 1/8'ANNEALED 1t8`ANNEALED �-K .090`PVB:lNTERLAYERBY.DUPONT .OW,PVBINTERLAYER.BYDUPONT w 116.CC V. if8'.ANNEALED 1/6^ANNEALED =¢ Q DURASEAL:BY TRUSEAL' :DURASEAL BV TRUSEAL 47 PURRECT GLAZEW 011 MKAFLEX!iS2. 4 PURFECTGLAZE-'H'OR SI m ¢Z'. . . . 1/2'GLLAASS"BITE ,K �'ANDREW+T����+' . 14 1/27 GLASS BITE 14 GB N JVP � S�".''' 4e 48 v _ N6 59201 23 1, 1O. 9d STATEOF ;. SASH.CITE 4A 112015 :FIXED LITE LUCAS A.TURNER,PE , .. FL PE#5820'1 _ 1239 JABARA AVE. NORTH PORT.FL 34288 PH,.941-380.1574 SHEET DESCRIPTION: GLAZING?OETAILS' DRAWN BY: OA_T SAT06118/12' I O : REV,: CWS-912 B' scA SHEET 1:1 2'OF'6 rINTERIOR 1NINDOVV.SYSTEMS 1900 SW 4ATH,AVE" OCALA,FLORIDA 34474' W W W:CWS:CC 1 38,3 3 d - 8`100 PVC A SINGLE.HUNG IMPACT o ; 4 IL7 N M 7ZAi o _ r 14 3 .t G B. td 14.85..68, '18 4 to OZ it7 :SECTION S-B sa N g NOTE:LEFT SI�E,SHOWS-FIXED SECTION.VIEW, 0 RIGHT.S105s iOWS:SASH SECTION VIEW `� a;Cu Occ 0.b n a m z s 40 w cc m 6 0 1 —— INTERIOR Z -'a8 ��P+iP�DRE4jrtT i��. e v No 58201 i ss s z�- 4111/2Q15 IR 8 LUCAS A,TURNER;P.E. 2 - 4 FL PE#58201 3, 1239,JABARA AVE. o NORTH PORT;FL 34288 p PH.'94.1-3801574 SHEE7D S RI ,SECTION VIEWS SECTION A-A DRAWN BY: DATE BAF OW18112 wo 0. REV.: CWS-812 S NOTE:rTEMS.NOT SHOWN FOR CLARITY: 26.26-.26,3f,;37,,44..51-5'2,55-66,64,67-68 SHEET 1;2' 3,OF.6 -PARTS LIST FRAME CORNERRUCTION L ITEM D PART# ESCRIPTION VENDOR MATERIAL 3116'--�( CONSTRUCTION 1 1 1.6031 1 Main'Fr.,SH,,wiFig-:PVC,Head Mikron Vinyl 'WINDOW SYSTEMS 2 1 1.6031 1 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 +15116' �{ 23tt6' 1900 SW 44TH AVE. ,3 1,H.6031 Main Fc,SH,wtFlg.,PVC,L Jb. Mikron Vinyl z I .00ALA.FLORIDA 34474 4. 1.6031 Main Fr.,SH,w/FIg..PVC,R.Jb. Mikron_ Vinyl 3 T1 � �I a WWWCCWS.CC 6 1 S-1577'lmpact,Hook Keymark Alum, 4 10 I L I -,8 1 1.6027 ISash Meet.Rail,PVC Mikron Vinyl 2tt/t6"A= il 15/6' 1'518'• I I t1,6- 81001PVC 9 H-1497 ReiM,.Sash Meet.Rail Keymark 'Alum L 1116, t/16' CORNER'WELb 10 H-6026 Sash Bottom Rail,PVC Mikron. VinylL (ALL SIDES)ES) SINGLE HUNG 12 H•6004 Sash Side/roplBot.Rail Mikron Vinyl IMPACT 13 .S-1498 Rektf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIG6027 14. S-6064' Giza Bd.,7/9' Mikron Vinyl 18, 5.6013 Scm.Adapt.,w1Nib;PVC,Horiz. Mikmn Vinyl Y `� 19' >S-6014 Scm.Adapt.,PVC.Vert. Mikron Vinyl +112 3 20, S•6029' Sash Stop/Filler,PVC,Vert. Mikron Vinyl f 3116' 23 H-1699 Reinforcement,SBR Keymark Alum 7ta^ 24 P•2190' Balance BSI alto 1 + w m 2s. P-3059 Sash Cam,PVC 'BSI Plastic 26 P-3046 Take Out Clip BSI 'SS i/16' 1518" 2 t/8' 1l16' SCREWED^TOOGGETHER WITH 4 H Z 27' P-3783 [_ook,Impact:PUC- Interlock ills' ODTERFRaAME w o 28 P-4069 Keeper,impact.PVC Interlock. Zamac AEtNF...IMPACT HOOK-1112 30, .P•3215 Weep'Colerw/Fiap Gaer plastic` ` u� Z W 3S -P•3429 Wslp.,Q270 x:.187•back Fin5eal,Gray Ultratab PVC.SASHSIDE RAIL-6004 FIXED RAIL-1836' a 37 P.-4638 #8 x 2-1/2 PH Mod.Truss,Type A.TEK 2 Fastenal Steel w W 38' P-3768 #S x 0.625 Ph PH SMS Hub City Steel 1511 9116 t Ila^-j a o 39, P-4051W#8 x'1,250 Ph FH TEK,Wht. Hub City Steel tl2' itlB'*j silo" ( d w w 40 P-4264W#8 x 314FH.PH w1#6 Head,TEK,WhL Hub City" Steel 0 i l— I w 44 P-3342 Seam Sealer,SM-5504 Schnee ifs^ tf_' 1e i'Sn6' 19 ro a pZ 45, P-3752 Cap Plug,1/2 Hote M8M Nylon 111s" tji6' 1/t6' ttlltrl/rr 47 P-3438 Sikaflex% 2 OrPudect Glaze'w Sika/Henkel PVCSCREEN SUPPORT-601a aaaaa fr+' 48• P-3352 SetCBik.,85Dur 1/8'x 518'x Z'tg. F.Lowe Rubber PVC SASH STOP-6025 'PVCSCREEN CATCH•6013 PVC FD(ED:R'AILCOVER-6063 ,.,�Py•NCESG �,' 51 P-3881 Temporary Lb6.(NFRC/DP) r , �¢� 52 P.3613 CWS 1111.(logo) Pro,Gabel 3f4" ata' _ S1B' tJ4 �- r; No 58201 y, 53 Sash' SEE.SHEET2 GLASS 31+6' 3 r ---(+a} *' 54 Fixed SEE SHEET2 .GLASS —{ �_T-{C^r T s. !� ` Z. 56 P3z81 Spacer Duraseal T[a7�"-it'�3 t6fi6' �,J}- tlt6' t t%t6 7m t� 33. STATE OF �� 62 P-3218"Screen Frame,Horiz, Allmetal 4Fiberglass i ( 1/t s" �— �-- i—'"" s0,tti'.,� P �ir�: 53 P-3298 Screen Frame:Vert.= Al!metal pEINF,S.B:R.iSiS.R'-•1498 REINF.SIM RAIL•1699 REINF.TOP RAIL•1497 PVC:GLAZING BEAD-6064 +yF$�, N0Al �� 54 P-3321 Screon Frame Comer Key Allmetal Plastic /OACALEaaa` 65' :P-3581 Screen.Cloth,18.x 16 Fiberglass Bettenue' rrrrtrtta 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa y 67 P•3029 I Screen Pull Tab Summit Alum 4/11/2015 68, P-3033 Screen Spring,SS Ft.Screen SS' 70, P73113.Screw Support lorPVC T.-Plastics, Nylon — GUCAS.A. #56201'P.E.' FL PE#58201' 71, H-1836 Alum.-Fixed Rail Keymark Alum g,3116 1239.JABARA AVE. 72'- 'S-6063 Cofer,Fixed Rail Mikron Vinyl- NORTH PORT,FL 34288' 73 S-1112. Reinforcement,Mpact Heok Keymark -Alum ——� PH.941-380.1574 74 P-3541 #8 z 10,Pan Head;TEK Fastenal Steel 5116'. f7�- SHE T 'ION: U6*NE iTEMS'NOT USED: ' 3116 =; BOM AND'EXTRUSIONS 15,7.11,15-17,21-22,29.31,33-36,41-43,46,49-50,55,57-61,691 6 ! ' ! t ,_,i na' 1]l fns ! !! T� e i---• T SCREW SUPPORT-3113 OeawN er; GATE: IMPACT HOOK BAT '06/18112 S-1577 w:r. E,: GWS-812 B NOTE:ALL EXTRUSIONS'ARE ALUMINUM'6063=T6.UNLESS OTHERWISE NOTED. L SHEET rz 4 OF'6 l�> 6'MAX.(TYP. 1T MAX.O.C::(TYF.)' YVINDOW SYSTEMS. 6'MAX. 190QSW 44TH AVE. OCAfA;FLORIDA 34474+ -- -- WWW.cwS.CC`' tlil/z :IsEENOTEz 8100 PVC Miv°)° SINGLE HUNG_ O ".INSTALLATION IMPACT ANCHOR(TYP.)� RML !- ]G' W m m I I I o' O 101/2• MAX.O.C. w ¢'O (TYP:) a (9 (L 0 4 os C 4"(TYP.) -- .. -- -- maz 4'(�Yp•) NO ANCHORSREOUIREDINSIII ,,,,,,�P�9RI��,',, E NSF ANCHORLAYOUT-(FLANGE) Z v f No; :58201 ;71 NOTES: 9Q 6TATE OF 1.I NSTALL ONE ANCHOR EACH INSTAL!ATIONLOCATION:NO ANCHORS--REQUIRED IN SILL �i�ct`•c<O R 1 OP,•{���: 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USINGLOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4•.USE SHIMS WHERE SPACE GREATERTHAN 1/16'1S PRESENT. LOAD:BEARINGSHIMSSHALL BE 0 S,ONA„' 0�� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTEK.WOOD"SHIMS'ARE NOT ALLOWED. 3.ANCHOR TYPE-SIZE,SPACING AND EMBEDMENT SHALL BE ASSPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6: -4/11/2015, 4.ALL INSTALLATION ANCHORSWUST BE MADE OF OR PROTECTED WITH A`CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS;OR'MATERIALS IN'CONTACTINITH'PRESSURE TREATED WOOD MUST LUCAS,A:TURNER;°P.,E. BE:PROTECTED TO PREVENT'REACTION, FL PE#.58201 1239 JABARA AVE. S.SPECIFIED INTANCHORSL1. SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S.INSTALLATION INSTRUCTIONS;AND ANCHORS SHALL NOT'BE USEDIN'SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM -NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET;6. PH,t941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATESHALL BE BEYOND WALL'DRESSING OR STUCCO: FOR CONCRETE/CMU OPENINGS,EMBED MENT.SHALL­BE SEYOND':WOOD,BUCKS;IRUSED,INTO SUBSTRATE. SHEET DESCRIPTIO INSTALLATIONS'TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO.NOT REQUIRE IX WOOD_BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, INSTALLATIONS.TO HOLLOW CMU REQUIRE THE USE OF IX BANGHOR.$CHEDULE:AND BUCKS BETWEEN THE PRODUCT`ANDSUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,.r FOR WOOD.AND.METAL. DRAWN BY: ATE: 8.:WOOD OR MASONRY OPENINGS'BUCKSAND.BUCK FASTENERS.SHALL BE PROPERLY,DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO'.TRANSFER WIND LOADS.TO THE STRUCTURE, BAT 06/181-12 SUBSTRATES'SHALL MEETTHE,MINIMUM STRENGTH REOUIREMENTSAS`SHOWN IN TABLEI,SHEET 6.CONCRETE,AND MASONRY.SUBSTRATES MAY NOT BE.CRACKED. O D 9.SEALINGAND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE'DONE BY OTHERS'.FOLLOWING THE CURRENT VERSION.OF THE REFERENCE DOCUMENTS: CW,S-812' $ FMAlAAMA 100(FIN WINDOWS),FMA/AAM.A200(FLANGE WINDOWS), FMAAKDMA 250(BOX WINDOWS),FMA/AAMA/WDMA'300(EXTERIORDOORS) SGAL SHEET 1:15 5'OF6' TYPICAL HEAD ANCHORAGE 1 1 HOME MIN.EMBEDMENT Q9 SEE (L, _ MIN,EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE.1 BY.OTHERS 1900 SWA4TH AVE. T1l4'MAX.'SHIM SEE TABLE 1' OCALA.FLORIDA 34474 SEE TABLE SUBSTRATE 1 BY OTHERS �. `WWW:CWS(CC'- . �' -MIN:EMBEDMENT PERIMETER SEALANT - SEE TABLE 1 _ •BYINSTALLER SEE TABLED1 81-60 PVC INSIDE AND.OUTSEALANTBEHIND SINGLE HUNG INSTALLATION ANCHOR FLANGE BY NSTALLERSEETABLE 1 IMPACT -114',MAX;SHIM a C, cl PERIMETER-SEALANT BY.INSTALLER' Q } INSTALLATION ANCHOR INSIDE AND OUT w m m SEETABLE'1 SEALANT BEHIND. � FLANGE BY INSTALLER m a ZO LL G �� y ,t`1 n,_,l, HORIZONTAL-SECTION_ m -CONTINUOUS DOUBLE 3116`'BFIIDS OF � o Z.y 52 TREMGLAZEUI6DOSEALANTAROUND 6• TYPICALJAMB,ANCHORAGE w s O_LU PERIMETER AT ALL INDICATED POINTScc BETWEEN FRAME AND BUCK BY INSTALLER o (9 aa. w m 0C 114'MAX.$HIM ¢ o N SEALANT BEHIND FLANGE BY INSTALLER m ¢ O Z PERIMETER SEALANTBYINSEMBEDMALLER ENT �uuRpry INSIDE TAND 7SEETABLEI ,,,����PpDRr:W-!&���' �JGP; \OENSF•.�y4i SUBSTRATE BY-OTHERS- Z .•' No58201 ;�� SEE'TABLE 1 MIN:'EDGEDIST L�F p ,k •:*.= SEE TABLE I. 3-p A VERTICACSECTION 90 STATE �6 J TYPICAL SILL ANCHORAGE ��t`' \#� .�",#SS,ONA, 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER;P'.E: SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.•EOGEDIST. FL PEM 58201 CONCRETE(20 KSI MIN.) 3/,16'ITW,TAPCON 1-1/2• 1_118• PERIMETER SEALANT - _ 1239 JABARA AVE. BY INSTALLER= NORTH PORT,FL 34288 HOLLOW GROUT L 1 2• INSIDE AND-OUT ONCRETE(2.85•KSI MIN.) 3116•ELCO ULTRACON 1• /CZN.HORIZONTAL SECTION PH:941-380-1574 1' 6- BOX FRAME INSTALLATION• D scwPnoN: HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3116•ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0:55) 1 3/a 7/e OR ELCO ULTRACON FLANGE REMOVAL NOTE.-PART.IALLY OR FULLY REMOVING THE FLANGE, 16 GA ' E(0.06-) PINE(G=0.55) 010 WOOD SCREW 1=318' 7/8' UP TO;ANDINCLUDING A 80X-FRAME APP..LICATION`IS ACCEPTABLE PROVIDED: PRAWN BY: DAT 16 GAUGE(0.060-)MINr;STEEL.STUD #10.16-HILTI KWIK-FLEXOR ITW. FULLTHREAD BAT 06/18112 (33"KSI YIELD MIN) TEKS SELF-DRILUNG'SCREW THRU 0.060' 7116' MIN.1W FILLET OF,C6NSTRUCTION-GRADE ADHESIVE CAULK'IS+APPLIED` bWGp. RUT..- 1/8- ..1/8"ALUM.(6063-T5 MIN:)OR 910 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,:BY INSTALLER. CWS-812 B 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING'SGREIN THRU 0:125" SHOWN FOR-FLANGE WINDOWS. SAL SHEET 1:2 URNER 12-39 Jabara Ave. North Po'rt,FL 142.8--8 ENGINEERING & Ph. 941480-1574 T CONSUL � G,INC.11NFBPE C.O.A. #29779, Evaluation Report 812B April 19,-2015 Product Description: Series-8100 PVC,Single Hinig,Large.Missile Impadt,51.7/8"x 61 3/4"unit!size, +/-70 PSV,-no,anchors in sill Manufactbf6r: Custom Window Systems,Inc: 1900 SW 44thAve Ocala,FL 34474 Statement of Compliance: This-repoit-evAluates the above-lisfed product perth6requirements of FAC Product Approval Rule Chapter 61 G20 1-3.005.(4). 'This productcomplies with-the requirements of the.5'h- Editidn(2614)Vlor'ida:Building Code including t.he High'Velocity Hurricane Zone. The. product-testing- standards performed Are outlih,ed below. Technical Documentation: 1) This report',prepared by.Lucas A.Turner,P.E:,at,1230.jabara Ave,North Por(FL 2) ApOrdval-drAwih CWS' 12Bj signed and sealed b P.E. _y 1*94s A.Turner, :1 1 er 3) Test`Report NCTL6210m38.15-IA,-2,.and=2A,by-National Certified Tos-tingLabotatoirids, Orlando,FL,signed and sealed by Gerard J.Ferrara,a,with testing perfdrindd' TAS 201/202/203- 94,ASTM E 1986_*02/64/05Y 106-62/()4/()6/09,'and AAMA/W])MA/CSA.1,01/]:S.2/�A�` 440�-08 4) Supplemental Calculations to support CWS-812B,sinned aned and sealed by Lucas A.Tumerj,'PE. Installation: Units must be installed according to document oapproval cuihentCWS 812B. Limitations of Use: This product: • May he used ifi'O/X configuration in sizes and,with mak.glass DLO heights as'shown in CWS- .812B • Is.impact-resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone. • Requires 7/8",Insulating Glass, consisting of 1/8 Annealed or Tempered outboard lite(Tempered bbquired above 30 ft in HVHZ) —Air—5/16 Laminated at (1/8Ann-.090PV8-1/8Ann)inboard lite ,. • Requires Dupont PVB,Interlayer per Miami-Dade N.O.A. 13-0129.271 ii Requires QqAnex(Mikron)white rigid PVC training per Miami-Dade N.O.A. 12-..1017.021 I have evaluated the interlayer and.framing materials in these Dupont and Quanex NOA§and.fifid that they comply with the requirements of the 5"Ed.(201A)Florida Building Code for use in this product,. Certification ofIndependence: Idon6thay ,nor intend to eacquire,- nor will I acquire,7A financial interest"in'Custom Window Systems or in any company manufacturing or distributing-products for which this report is being issued. -1 do not havej nor do I intend to acquire,nor will I acquire,a..financial interest in any other entitya involved in the testing of approval process of this product. No 58201 4/18/2015 Lucas A. Turner,P.E. S STATE OF 4u FL PE#58261 0 F1 I•'D Lucas A..Turner 2015-04-18 22:20-04:00 MIMI®Dy4DE MIAMI--nADE COUNTY • PRODUCT CONTROL SECTION 11805 SW26 Stiec4'Ro 6 208. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 -BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590. F(786)315.1599 315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamid5de.eov/economy Kuraray America,Inc. 2200.Concord Pike;Suite 1100; Wiihduington DE;19803 SCOPE: This NOA is being issued under the applicable rules and regulations governing the.use of construction materials.The documentatioti-submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to'be used in:Miami Dade County.and other areas where allowed.by the Authority Having Aurisdiction.(AHJ). This NOA shall not be valid.afler the expiation date stated below:The Miami-Dade County Product Control Section (Ia Miami Dade,County) and/or the AHJ (in areas other thanMiarrii Dade County);reserve the right to have this product or materialtested,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 with!their jurisdiction. RER reserves the right to revoke:this acceptance; if it is determined by-Miaini-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 Build'mg Code, including the High Velocity Hurricane Zone. DESCRIPTIO ,Trosifbr Ultracleer;Clear and Color PVB Glass,11 terlayers i APPROVAL DOCUMENT:Drawing.Nb;G16-01,titled"Kuraray TrosifolO Interlayers",sheet I of 1, dated 10/10/20.16,prepared by Al-Farooq Corporation,signed.and sealed by Jayad Ahmad,PH,bearing the Miami-Dade County Product Control.revision stamp with the Notice of Acceptance number-and expiration: date by the Miami-Dade.County Product Control-Section. MMSSME IMPACT RATING:None 4 LABELING:Laminated Mites under this Product Approval shall be permanently marked in a corner of the glass with:a)Trosifb?PVB,b)Laminator's identification mark and c)MDCA,standing for"Miami-Dade CountyApproved;This marks shall be applied by the Iaminator producing the laminated glass. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been t 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 4 of'any product,for.s.0es,advertising or any:other purposes shall automatically terminate this NOA:Failure to comply with any section of this NO:A shalle cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the 'words Miami-Dade County, Florida, -and followed by the expiration datemay be displayed in advertising literature. If any portion of the NOA is �. displayed,then it shall be done to 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 atthe job.site at the request of the.Building Official. t This NOA revises NOA#14-0714.01 and renews NOA 414-0916.10 and consists of this page 1 and evidence pages E- and E-2,as well as:approval document mentioned.above: 4 The submitted-documentation was reviewed by Carlos A Utrera,P.E. i` NOA No.16-1117.01 CMIMA%�KWDECOUKW Expiration Date: July 8,2019 17 Approval Date: ranuary 19,'2017 401�115/vj Page 1 Kuramy America,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 016-01;titled"Kuraray, Tros_ifoe Interiayers",sheet 1 of I i dated 10%10/2016,.prepared by A1-F'arooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS "SubmhYgd under NOA#I X-0624 0 Test revort Standard Date SiRflature 1. A2280.l-a-18ASTM D1929. 03'/29/11 Joseph A.Reed,P.E. 2. A2280.0140-18 ASTM D 635: 03/29/11 Joseph A.Reed,P.R. 3. A2280.01-10-18 ASTM D1841: 0/29/11 Joseph A;Reed,Ps; 4. A2280.014&48 ASTM G 155 03%29/1:1 Joseph A.Reed,P.E. 5. A2280.0.1A U-18 ASTM G 158. 03729/1.1 ;kseph A.ReedP.R. "Submitted under#NOA.#09-0323.15" Laboratory.Reyort 'Test Date Sig!jature 6. ETC-08-1023-20266.1 ASTM D 635 12/12/09 Joseph L.Doldan,P.E. 7.; ETC-08=1023-20266.`1 ASTM D1029. 12/12/0,8 Joseph L:Doldan,P.E. 8. ETC-`08-1023m=661ASTM D 2843 12/12/08 Joseph L'.Doldan,P.E. 9. ETC-08=1023-20266.1 ASTM C'158 12/12/08 Joseph L.Dol dari,P.E. 10. ETC-08-1.023-20266.1 ASTM C 158 12/12/08 Joseph L:Doldan,P.E. "Submitted under#'NDA#09-0323.16" Laboratory Report Test Date Signature j 11. ETC-08-1023-20267.1 ASTM D 635 09/11/08 Joseph L.Doldan,P.E. 12. ETC-08-1023-20267.1 .ASTM D1929 09/11/08 Joseph L.Doldan,P.E. 13. ETC6084023-20267:1 ASTMI)2843 09/11/08 Joseph L.Doldan,P.E. 14. ETC-08-1023-20267.1 ASTM C 158 09/1,1/08 Joseph L.Doldan,RX, 15, ETC-08-1023=20267.1 ASTM C 158 09/11/08 Joseph L. Doldan-, P.E. C. CALCULATIONS 1. None. €` D�)13)Zp17 1 rl Carlos M.Utrern,P.E. Product Control Examiner NOA No.1&1117.01 Expiration bate: July-8;2019 Approval Date: January 19,2017 t' Kuway America ,bc NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 10 'Miami-Dade Department ofRegulatoryand Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F.- $tATEIVWNTS 1. Statement letter of code,conformance to the 511h edition(2014)FBC and of no financial interest -issued ,.by Al-hirodq CorpotAti" dated 14/10010, signed and sealed by Javad Ahmad,PE. "SOb*Uted under-NOA.#14;-#714.#T" 2. Statement letter of code conformance to 2010fand-5'edition(2014)FBGand no financial interest,issued by PTC-Pio upt Design Group,LLC.dated 06%24/2014, Design sign,qd and scaled by Robert J. Amorusp,P.E. 3. Distributor ag'reemont,datdd.06/23/2014. "Submitted under NDA #14-091AM-1 4. Statement letter of code conformance to 2010 and the P edition(2614)FBC:Issued by A]-Farooq C6rporatiop,dated 06/16/2015,signed and sealed by JavadAhmad,P-.E. 5. PurebAse -agreement,between E.I. DuPont D!eNemours and Co. and Kuraray Co., LTD.,dated May 22,,2014. FFS 61 17 . Carlos.M.Utrera,P.E. Product Control Examiner NOA No:16-1117.01 Expiration Date: July8j2019 Approval Date: January 19,2017 E-2 Kuraray Trosifol. U-ltracl.ear, Clear and Colors Glass Interlayers € PRODUCT DESCRIPTION: MANUFACTURED BY: KURARAY AMERICA INC., PVB DIVISION A PLASTIC INTERLAYER MATERIAL FOR LAMINA7]ON WITH GLASS ON BOTH SIDES. ;A B rA A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: rA — MIM, 1/8 (3:0 :rim) ANNEALED GLASS B M1N:, .0.30- (76 rnirl) KURARAY 'TROSIFOLO INTERLAYERS (ULTRACLEAR, CLEAR OR COLORS) A — MIN. 1,/B" (3.D Pimm) ANNEAL-ED GLASS .MATERIAL PROPERTIES SUMMARY Kuraray Ti osifo]® Ultraclear, Clear -and Color'sI Glass interlayers TEST DESCRIPTION TEST -METHOD TEST RESULT RANGE FBC CRITERIA SELF/FLASH IGNITION (F) ASTM 1)1929 769 TOt 7,$8 I >650 SMOKE: DENSITY ASTM 2843 7.2- TO '!02 <75 BURN ,RATE '(INCHES PER. MINUTE) ASTM,.1)635: 0' <2.5 XENON WEATHERING' ASTM C158 —7:5% TO .8.57.5 f1DX Table Notes: Alternate/Former Names: 1. Colors, include but are not limited to the following., TrosifolONT Glass Interlayer Trosifoi®Rod (23%)e Trosifoi Bronze (367)8 Kuraiay Butacite®PVB Glass Interloyer TrosifolO Light-Green.(817.)s Troeifoi�Medium Bronze (55y)6 Ttosifol Sky Blue (49%)y Trosifol�Light Brown (55%)s ; TrosifoIOMedium.Blue (46%)o TrosifalOMedium Brown (24%)e Trosifol®VioleL(317.)6 Trosifol.GGrey (457)* Trosifoi®Shining White (97)" TroslfolOAschi Grey(42%)8 TrosifolO Sund White (693))6 Tr6sifol®Sol-or Grey (44X)6 Trosifol®White Translucent (657)6 Trosifol0Oceon Blue (73,-.)6 TrosifolO Light Blue=Green (717)8 2. Ranges shown envelope results from oil product testing. 3. flame did not reach reference mark. 4. Weathering as per the Florida Building Code. 5. 'Percent difference between control and weotheeed specimens as per FBC 2614. 6. Light transmittance percentage. E PRODUCT REVISED Note: Our,;6npng with the Florida KURARAY TROSOFIL®ULTRACLEAR; CLEAR AND COLORS GLASS INTERLAYERS Sullding id"a CAN BE USED INTERCHANGABLY.' i NOMNo. 16-9117.01 THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION j ! OF STRUCTURAL PERFORMANCE OF THIS COMPONE Expiration 0 07IO$/2Q19. NT. f SYSTEMS INCORPORATING 7HLS COMPONENT SHALL APPLY FOR A NOA TO THE.MIAMI—DADE COUNTY PRODUCT CONTROL SECTION AND SHALL SUBMIT Will i 0 I 6y TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE �!�i I I Mllarnll-Uhlb Product Control SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO �• CHAPTER 16'OF THE FLORIDA BLDG. CODE: v.E• �% E i Kurara Trosifoi Interla ers revisions- drawing no. � t �j AL-FAROOQ CORPORATION Y Y 4 „�• EHGtNEflts e.pnoauar DEYFlOPMEN7 no a escr�"tion 016 Q1 f�. 1 ? eseosunserortnre;suirsaso Kuraroy Americo, Inc. PVB Division A 1.16;17 UGHT`% OF Ct mumt,FlanloAM)s73 (C-4-Y..7638) 2200 Concord Pike, Suite 1100 REVISED' a,tr, talo=yts %`�a j t �CDI2I0F;.• TEL(s0s)Z544mic FAX('305)262,8M Wilmington. OE. 1.9803 � �,r ,;—-') �i�a��i •'-••.•• �y��� j r— — -- CIAZING Gft1eD7 ?EI-QP4) 2794855 FAX ) i MIAM MUMI-DADS COUNTY PRODUCT ctm*&Sk7­10M 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,F164da,33175-2474 BOARDAND CODE ADMROSTRATION DMSTON T(786)315-2596, F(79,6)1`15-2599 NOTICE OF ACCEPTANCE MA) www.thiamidade.gov ecoboiny Quanex Building Products,Inc.-, 1034 Sixth Avenue North Kent,WA 98032 SCUPS: This N,OA is being issued-under the Applicable.rules and regulations gq-vpMmg'th e,use of construction. materials. The documentation submitted hagbeop.reyiewed and 'accep6d,by MiamiDadeCounty RER-- Product Control Section to be used in Miami Dade County and other-areas Where allowed'bythe Authority Having Jurisdiction(AHJ). County oduct- This'NOA shall not be valid after ffie-expiration date stated below.The Miami-Dade tyPr Control Section (!nMi ami'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 mat,oni.at fails to perf6ilp in the.accepted-mannet,the manufacturer will inburthe:expense of such testing and the AIU may immediately revoke' 'modify, or suspend the,use of such 'product or"indtierial within their jurisdiction. RER reserves the right to:revoke this acceptance, if,ft is determined by Miami-Dade County Fro-duct 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. DESCRIPTION:The approved White PVxteriof Extrusions for Windows and Doors are to be Q:E produced by Extruders-Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet AST141)4726,classification(ASTM 1)4216)1-101-5433-0000, 1-2013143-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTMD635 Class CCI Self-Ignition temperature ASTM D192.9 9250F>650°F Average Smoke Density Rating, ASTM'D2843 43 4 75 Flame Spread Index ASTM E84 26.2<75 Tensile Strength-(Difference:*Exposed&Unexposed) ASTM D08 4.98%<.10% *Exposed perSection 2614 of The Florida,Building Code. AUSSILE DI(PACT RATING:None This NOA renews-NOA#12-101102 and consists of pages I and,2,:as well as evidence page E-L The submitted documentation was reviewed by Carlos X Ulrera,P.E.I NOA No:17-01266.10 MIAMMADE c L Date D December 6 2022 Expiration Date:D6cember 26, vj a 03/r/ :1 rch 300 J241/2017 Approval Date: NOA No: Page I MIAMIFQADE MLOH-DADS CQUNW L9��'lIfL1 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMICI2ESOURCES:(RER) Mami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(7$6)31572590 F(786)315-2599 NOTICE-OF ACCEPTANCE (NOA) www.miamidade.eovieconomv Quanex Building Products,Inc. 1034 Sixth Avenue North Kti t,WA.98032 LIMITATION:This approval Abes not include an evaluation of structural performance of this component. Test reports-and other requi ed documents shall he submitted to Dade County.Product Control;9howing'that the.systeins using this PVC Extrus onaWill resist the loads according_ to.Chapter16 of the F.B.C.,,in order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the-HAMA PVC Extrusion Certification-=Label with the extruder name;.city,:state and"HOCA".In addition,(a)each.Certified Extrusion shall be labeled.every 4 ft:ouless on the underside with the Extruder Code and"MDCA".or_(b) each finished product:assernblyshall,be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered aftpr,-arenewal application has'been.'filed and there W&been no change in the,applicable building;code negatively affecting the performance of this product. TERMINATioN of this NOA will occur after the expi ation'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 ofNOA. 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. INSP)ECTION: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. i NOA No: 17-0206.10 Muv�aawe covNrr Expiration Date:December 26,2022 Approval Date:March 30,2017 Page 2 Quanex Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A: DRAVdNGS 1. None. B. TESTS "Submitted underAAMA Master FileW 98-0036" 21.. Test report on•Rate of Burning,Ignition Temperature,Density of Smoke,Surface. Burning Characteristics,Accelerated Weathering and Tensile Properties Test of`TVC Extrusions from 5 different manufacturer".selected by A ,prepared by ETC Laboratories,report#'ETC 97-264-40910 ,dated 04A'/21/1-998, signed and sealed by J. L.Doldan,P.E. C.- CALCULATION 1. None, D. QUALITY ASSURANCE 1. Miami-Dade'Depax'tment of Regulatory,and Economic Resources(REM E. MATERIAL CERTIFICATION "Submitted under AAMA.Master File#12-1037" 1. Procedural Guide for the AAMA.'Fenestration Exterior Thermoplastic Profile Certification Program(AA]YiA 109-11):• 2. Voluntary Specification for li igid Polyvinyl-Chloride(PVC)Exterior Profiles(AAMA 303- 08). F: STATEMENTS "Submitted underAAMA Master File#15=0333" 1. Statement letter of code conformance to the 5*edition(2014)FBC issued by Tumer Engineering,&Consulting,Inc.,dated 02/19/2015,signed and signed by Lucas A.Turner, P.E. P 2: Standards' equivalency report issued'by Turner Engineering&Consulting,Inc.,dated i 02/19/2015,signed`and signed by Lucas A.Turner,P.E. "Submitted under AAMA Master File-#12403T" 3. No financial interest issued by TurnefEngineering&Consulting;Inc.,dated 04/25/2012, signed aiid signed by Lucas A.Turner,P.E: G. OTHERS 1. Manufacturer's acknowledgement letter issued by Quanex Building Products,Inc., dated 01/20/2017 and signed by Douglas W.Allen. 2 Association release letter issued by American.Architectural Manufacturers Association,dated 01/24/2017 and signed by John G.Smith. "Submitted under NDA#.1271017.02" 3. Letter stating that M kion Industries,Inc. is:a Wholly owned subsidiary of Quanex x t Building Products,Inc.,dated 10/10/2012 and signed by David C.Gadd. f 03 2 ?A1- 1l Carlos&L Utrera,P.E. Prodnet Control Examiner G NOA No:17-0206:10 Expiration Date:December 26,2022 Approval Date:March 30,2611 E-1 { i 4t2St2017 Florida Building Code Online Acis Nome top in.. {user'Registratiuh Not TODics sWmit swd*rpe 1 Stats&Fans PORMiOnS F9C Staff ( BGS S10 NaP I Links Starch � Product t : 41{a Approval URPublic User fi cwanr: s ,r . �oyuct•Acnrovat►tEnu.->1`rapuct nr ACDl�catrop ±:atSh i.�.onitiariun tilt>APPpuatbn octal! v,.• r FL f1 FL3301 Appllcat€(in Type RevisionFG f+tT . Code Version 2014 Application Status rov ! 'Approved by,bBPR.Approvals by D.BPR shall be reviewed and ratified by the PDC and/or the Commission if necessary. Comments Archived 1 Product Manufacturer. Cro6kg6ews.-Cic Window Systems Inc., RECEIVED Address/Phone/Email 44th Avenue 642Ezt255AUG I(� 22��?AU Authorized Signature Stephen Brooks PERMITTING �L strooks@cws.cc Sit.Lucie County, Technical Representative Erin.Koss Address/Phone/Email 1966 SW 44th Ave. Ocala;FL 34474 (352)368-6422 Ext 291 ekoss@cw5.& Quality Assurance Representative joy Lathrop Addiess Phone)Emaii 1900°SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ekt 241 j!athrop@cws.cc t t Category 4Vlndaws Subcategory fixed t i t Compliance Method Certification Mark or Listing s . r � t Certification Agency Keystone Certifications, Inc. 1 Validated By Steven N€.Urich,PE Validation Checklist-Hardcopy Rece€ved ti Referenced Standard and Year(of Standard) year AAMA/WDP!A/CSA;101/1;S,2/A440-05 2005 AAMA/WDMA/CSA 101/l.S.2/A440.08 2008 ASTM E1300.04 2004 ASTM E1886.05 2005 ASTM E1996.05 2005 I' PA TAS 2011202/,203 1994 1 p Equivalence of Product Standards { i Cert€lied By d 1 k p , httpsJhvww.do;idafwildirx3.Orgrplpl_app_dif.aspic?param=wGEVXQwtDgvOEb8FEH6Wrs5viFsWUkbaeTgJinamdLOFZ9&Jc57GZQ%dad%3d !/3 R f; 4r251017 Florida Widing ppdeOnline Product Oprov'al Method 'Method I Option Date Submitted 22%19/2015 Date Validated 11/23/2035 Date Pendin9 FBC,Approval Pending Date Approved 11/2312035 Summa "oGPiodiiets Model,Numb06.r-Namp I Description 13010.1, I.Pw-815,0 PVC Fixed Window PW-61 SOPV.C.Figiffin And Window Omits-ofuse Cirt"kation Agency Certificate Approved for use in HVNZ;,Yes Ftl 616 R4 C"CAC d;(3384357j)d Approved for use oubide.HVHZ:Yes FL13010 (t4 C CAC CAR 138-)3_62,Vd bnpac_tResistant:Yes K)3010jt4'C GAG CAR DeWibn Psisivai­NjA QtalltVAssurance Confi4cfftorvtio: nDate Oilier PW4ISO,36'x 72, and,72;x M see-InstallationWf4 4/2019 detall,for(]Ps.Large Missile Impact in iHZ may only'be Installation lWitruitions Vied up grade.dlis§complies to AtTM'Ei job- FL13010 A4 S, to,30ft above IMP).Pdf' 047 Verlfjt#,By.Lucas"A..Turder-38201 -reated"6y Independe nt Third PiitV: Yes, Evaluatj R -�01"on_"OtReo al 0 R4 AEJ W! 33CJE8R15n 7� 7x IMPI.Rd . . _ M_136-jb•R4 AE Kuraray Pya NoA i F113030 A4 AE Xbraray SGP_,N0A'1'4-0qjLJjZLf P 12-1017,62,odf FE13010 4 AE 0ua4x,(Mlkron)'N Created.by.Independent Third I Party:-Yes,- .13010�2 PW 350 PO�,'rjxed:�'Windo* 1:0W.81SO<PYC_Fig/Fin fixed Wlhd6%vj C6htjngo4s4 wIejad&Sill. Limits of UseIteC1Ain- 116 n Agency 6ortificate Approved for use In HVHZ.Yes FL 30w P4 G'CAC-CA.jjq'-26'Je2,pdf Approved ie.6u for u0ie,kvk.Yes �171_13010 R4,C I­ ,1''. ,­ -Z&V impact Resistant:Nes FL43610 R4jt CAC CAR i38-106e2j)df Dpitin Pressure':+0.51-67;5 � ' ' .F ' " l pii a 6nbate, her.Large Missile,bp. � +/ 67.5'psfj Max,size 74 11,8"x 08112/2019 72" 64erlite must be safety glass-above 30 ft.inHVHi. installation Instrup Gfass76onplies toASiM6300-04FL44010 4 Ii t= (PW-8iSQ..CC1kTHD$L_ IMP1.0d Verifi6d'Py':-Lueas A.Turner.58201 vidioind6ni,fhfid"Oarty: Yes Evaluatton Reports FLI3-0i0 R4 AE DuPont{'V6 NO -A 13-0129 27.ndr F1.33010 R4 AE'Ev6IRep QLV5,510B(PW81_S% CONTHQSL, IMP1,12d FI-33030 R4 AE Ovanex(Mikron)NI .1037;02,01 Created by'Independent Third Party. Yes 13010.3 �`PW8300 PT,: OW-8300 PVC Fixed Window,120 x 48'. Ur6its of Use Certification . Agency Certific e _C_C AR 1390' rid( Approved for use ImHVH;b Yts R13010 R4, w258e2, Ap d fbirge outside"VHZ.,Yes 14 C CAC,C0 13Q.5Ejg2.Qdf 'pr*y e.s Yes 113010,A4 CL CAq-�CAR i 3 pact R i_ nt, r pre sure. design +?9140 Quality Contract Ex1piraticin Date ot r. i he.PW 8300, 30 '1 20"x 48",DIP 4/-70 psf.Large Missile 64/09j201§ Irnppct...GIass cornplies to AS*E1300-0411. Installailzin Instructions FL136I0 R4 11 , - _ Verified By: Lucas A.Turner 58201, Created by Ind4endent-Third Party:Yes .E"loWon Reports 'fl,j-3010 94 AE DuP6nj,SCP140A 11-0624 02asdf FL11OJO R4 AE Evalkn C.W5-323—B'(PW-8300.;12"Lc48. IMP),rid? F 13 R4 AE-Ougney.114 Created by Independent Third Patty:Yes 113010.4 Fixed Window PWwWOQ PVC-Fig/Fin Fixed Window. L rriilq-6f.Use Certiescatlqn AggneV-Certificate A'*"'vid for use in HVHZ;.Yes FL13010 R4 C CAC CAR 138-J693.pdf ppro Approved for use ouis,W"VHZ.Yes R!301,0 R4 C CAC CAR 2-36-1320.pd Impact Resistant:Yes FL13010 R4 Z CAC CAR 1384SOe2.odf Design Pressure:N/A FL13010 k4 C CAC CAR.13E-274'eZ.p 04her'.La_rge Missile lrnpact,,See Installation Drawings for FL19010 P4'C CAC,CAR 138-;4S7e2,pd Max.size and DP'sf.Outir file,M"ust lie safety glass above 30 FL13010 R4 CCAC CAR 138-46Se3.pdf R:In I4VAZ.Glass complies to ASTM E1306 -04. FL13010'R4_C CAC-CAR 138.534j)df tgtps-./A-Avw.floridabuilding,.orgfpr/or app QEb8FEH60Vrs5wFsWUkba8T JmemdLOFZgBlJc57GZQ%3d%3d _d[I.aspx$atarn=wGEVXbwtDqvq 2/3 QrV2D 17 FtoriclAulldirg Code Online FLi3010 R4 C CAC CAR 138-730e,�r7tif Fr5a010'R4 C CAC CAR'138.739e2 ndf qualityAssurxnce Contract Expiration Date 04%29%2638 Instali®tion Instructions PL23010 R4 it i=WS-358(7 fPW-8300 72x76"}MP)odf Verified By: Lucas A.Turner 58201 Created ay independent'fhird Party: Yes Evaluation Reports' Fu3dib k4'AE DuPont PV13 HOA 1. 012 27 adf 1`113010 R4 AE'DuPbn('SGP NOA 11-0624 02 pdf FL13030 R4 -AE,EvAlRey(:WS -8300,'72x76, � I F1,130,16 R4 AE'Ouanex lMikron)NDA 12=1017 02 odf Created by Independent Tbiril Party:Yes 17atk fit`zt CantaR us::2§Qi BlairStoFL'3?194 Phho":550487-1824 ' The State of flcrlda>S to AAfFC9 employer.Cur+j�„oht 2QP7-2p13-state orFteAdo.::frSyacv Statement.::AaesxltPtity Statemen)::Refund Stbtement t undo FTortda!aw emelt addresses are-pubric records.it you do not want yottr.e•ma8 address released in response top public,records,requesL do nntsend eleaionic I mail to this entity Instead,contact;0it-offici try.p!wrte orby had,bb,,atmail.V ypu,ttavi,eny questiom,pease contact 850.467.7395.`ilirsuanl to:SCcil n i 45S.275pJ floilda;SM'Utes effective 0iiaber1,2812,Iicemeea,lite wed under Chapter 455,F.S.Mimi provide the Depinmer4'with an email adifress,if they have pia.7M,imails pioviided may,be usicd for offlc[M:comms nlietidn with the Iiteraae.however email ad3tsses are public record:it you do riot wish to Sup* a, r per}onal addrass,pteame provide the Department with on email addres4 whiUi can be made-avaitabie to the public.To ciewmine if you arca lictniea undee chapter 455 F 5 plese click tim. ' '.Product Appro{ntAccetita: ® .] I MI Credit Card Sate { I f i t r i t � t f � i i i F � 9 k f fi I t t" t �i 4 fi l c { j 'n Ittips:/M+ww.flo;idabuil ng,orglprlpr app dll"aspx?patam=wGEVXOvt"IQgvQEb8FEH6OVrs5wF5WUkbaBTgJinamdLOFZ9BIJc57GZQ%3d%3d 313 ` I I �( r E GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT rAN' PRooUCTSHGWNHEETEINISDESIGHED`ANOMaOr TufiEa � �1 �' .I COMPLY WITH THE FLORf0A 9UtlDiNG�CODE(FRORENTt000 SW44TiAVE. iON 1NCtUIING THE HiGN VW L-1 FODD "ANfEVHZ1 OCALA:FLORKM 34474 DiSPf+sEtiFOR1N$7D2CNEdMiSSiLELEVEl,O1MUSEAS' WWMJ.CWS:CC FINED IN ASTM E 109 P.ER TkIE.FBG: a4 lie �.. `-" 13 ue- 2.GLAZING OPTioft,(SEESHEET 5)OVElL FLANGE WIDTH n ttnX.bVF.RAi i„liLh^GEtN b7rr MAY tu =�l 8300 PVC a r 1�. __ �, 3.CONFIGURATIONS,•O'.ARCHiTECTtIRAt SHAPES INCLUDE;817T AR£ P PICTURE VANDOW' l,UXUMT wiDTH y ~re0.1CWR w10� �_. NOT LIMITED TO.THOSE SHOWN ON SHEET 2. 4,DESION PRESSURE RATING: IMPACT _ fi GLASSTABLES R GN:TEStED PRESSURE.A'W GLASSOLO ttt 'j GLAssotO- NEGATIVtDFSIGNLOAOS9ASED INFlITRFDESTION T STME- 0A4 vs K m _ OTOi.0ADS9ILSED'ON.SE5TEDPRESSURE:NIATER E5TPRESSU EANDGIASSTABLES ASTMS-1300:04, ( __ __ __ ( 71 111' I g;.ANCHORAGE:THE331l57iiSTRESStNGREA58NA5'NOTBEENUSED I u-, oIo} t�Alt. ( IN THE DESIGNOOF THIS PROOUCTAEE SHEET 0oH ANCHOR _ 1_ w¢I¢m Gveanu� DETAILS.WINDLOAOOURATICti FACTOR Cd•i.6 WAS:USEO'FOR W000 ss t o m 13 tra• I ( FLANGE ( ANCHOR CALCULATIONS. 1 gta GVERALI;! ( HESGt+r I i „� -o i': NI ,I FLANGE 1 :g ( t (IA- U_' G.PRODUCT APPROVED FOR IMPACT RESISTANCE.--SHUTTERS ARE NOT [ n ( t+EIGHT REOUIRED. 111 z i O I w( _0. T:ALLFRAMESARE:FULLYWELRED. � aO. HT' - W� ( ( s:SERIES t MODEL DESIGNATION PW-0300. w HEIGHT 1 t ( t3 IBc( 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING; i GLASS ( t 1 cLAss O e FIXED SASH: o u in is oZ 69 TME 6 occ t W.SECTtCNOALLCUTS APPLY TO ALL ELEVATIONS IN A SUL)IR- arr+rr LOCATION. i `�aaaaaapjyOREW ,rOp5.4,eENS�G'D,yr. -wd k ^� A Lucas A.Turnor. n 9 �=; a 201x04.11 STAT .W E OF . 15:0404;00 'i,S�ONA"E?�aa, 1 .411Tt2015 LUCAS A.TURNER.P.E- Fl P.E N.S6201 1259 JABARAAVE. NORTH PORT,FL 34268 .PH.941-'360.1574 , M TABLE OFcravfENTs i GENEF AL NOTES AND ELEVATIONS GENERAL NOTESA ELEVATIONS.......1 LOCATION MAX.UNIT SIZE DESIGN PRESSURE:RATING IMPACT RATING' DRAWN t)T: DATE: ARCHITECTURALSHAPES..».......„...,..2 ANY 48^.X 72” +��55 PSF ADE DSJ05+G7 ' GLAZING DETAILS,....._..........._............3 EXTRUSIONS XTRUSFCTIIONS9 »........................_........4 NON-HVHZ +1-65-PSF LARGE MISSILE'IMPACT ' � ANCHO IONHEDUL M........................s 72-x 76" ews-159 - 0 ANCHORSCHEDUIE'SHOTES._...:.G7 HVHZ +A 67,5`PSF _t%! ItsSTALLATION.DETAILS......_..»..._»_..9 �' .SHEET 1:20 1OF8' 960 SW t4 AVE. IJa:FLOn'o 3,47" 8300 PVC a PICTURE WINDOW; Y i ` _. IMPACT MULL ELLIPSE i"�OVmn, FULLGIRGLE;. *" d f2CIRCLEaaaaaa�pFt..Zf' . J 71 r4 TR11P£201D '502Dt, 9�•. •SrATE s" as ` NpTE$: f;SEE SHEETS;6 d7 FOR OETAILEO-ANCHOR INSTAIINT(ON REOWIREMENTS: i 2.'THRU FRAME-MASONRY, OU WOOR MSTAL OPENMI I 411/2015 THRU Fim WOOD OPENNO. ,LUCAS"A,TURNER;P.:E. IFt.PE8'58201; ` 3':OYERALL.SIZE'MUST NOT EXCEEt7 THE MAX,WIDTH ANO HEr`"T OF I23q JABARA. IJECTANOU"n VJINObWS ONSHEET4, ' NORTH PORT.FL-34288, C ANCHOTtSPACMG'FORARCFUTEGTUAl;FtAN'GEANDOI1WIN'Dows' TPH.941380-1574 MUST Fq1 OW Tt4E IAY0UT9 SHOWN ON SHEET58&7.',VMH ANCHOR s I 'SPAGINti'MEASURETf ALONGTHE',LENl3TH OFTHE PRODUCT.. ARCHITECTUF1p4SHAPESi ttd GIRGL TWANGLE orucvwra: , ADE' 05105,07 APE CN1S159 � El SHEET t:t 2pFe ,..-._.__--,.,,.�: a.�-�•-.�=�•=»-,a�..a..,�.�-�...��--..-......_.._._.....-�„-...-.ter......_.. ,.,...__._._..._..— 1 '; •V!iNDOW.SIS1'FF1S1�7�' '': i AVE., -0CAl*FLOPADA3a74 W%VWZWS.CC 8300 PVC; PICTURE WINDOW. IMPACT' �o tu �T_,_.�! .f'OYEAAI.L� �. ��•.t',4VERAL . '.� 91r ANKALED w TEMPERED --J t Z, y18".HEAT;STREMOTH or�l'ENPERED I r� �i,�. K . s Or AM SPACE , � 3'6 AM.SPACE_ ] �•—r+t O'I,AIutNgTEb �7f18',LJ1MIEj[;Afa$ i tt8"At�tEAtE4 7W HEAT STRENGTH a f1 t I '1—.M.DUPOW PVB MTER(AYER rw- w f w I t :dJO SEMRY RUSS�IONOPUIST ItJTERUIYER; � }} � I I S!8'kEAT STREHOTk , 3 L�d f+-. URPECTGLAZE'M rp tJ m'6f O P CURFECTfiLAZE`tr a X61 SMAFL£X$52' SiXAFLEX 552' tgifuhryiif,. gvDREW rG rO r+z'GLA6.BITE ��� - ❑ T2'OCIiSSBrtE S Gr �\G.ENSE :fist-: Ne 50281 �•"P * .� /-T R TATE OF .WArZ I 1 GLASS,TYPE A :GLASS TYPE.8 411112015, LUCAS A.`TURNER;P.E. FL PER 58201 1239 JARARAAVE. NORTH PORT.FL 34288 PK 94/.380-.1574 N I GLAZING;DETA(LS, GLASS MAX,SIZE w f _ TYPE W x H ADE 0!965107 DP'+l-55 A• .48'X72 GWS-t59 D OP+t-67.5 B 112.X76 -- SHEET 3OF0 f 4 t WINDOW syntm, t90.0,1A a7H7iVE. A ocau>1:oam�sarr • WWW.CW3.GC'. " lNTEt3lOR. iK 4 rte_• ,e -8300•P1!C' it PtCTk Rt'WINDOW' IMPACT Uod E ur 4-w �xm .i 1' 161SS secTiavu� v:a-7a { Ell of R � e�m Ln o v�m'q z SG�g••ytG E Hg�:�Q,��,yy v No 592Pi •�;A ,Oor .OQ _ 414112015 IUCASA.TURNMR.P.E: r Ft PE+58201- C :1239JA9AAA`AV'E .4 ' OpH'9 =80 538288 6 yN SECTION.WEW'A-A SECTION.Mews WN Y' ALTERNATE FIN FRAME ADE 05105/07 cws-i5s o SHEET PARTS:-LIST ;FSiA►aEG3tiNSTAUC7StSN / �hlti�t ITEM PARTIv DESCRIPTION- VENDOR MATERIAL Yf1TtDCIw:SYSTEMSOF1, 1 H-60061 FRAME;PW,MAIN;HEAD MIKRON P.VG �sariSw�n+AVE. 2 H.60068.FRAME;PW;MAIN.511E ,MIKRON PVC OCAIA FLfifi�DA'adAtd 1 www cws.cc 3 1160068 1FRAMIE,P.W MAIN.-L JAMB MXRON PUC 4 1.460068 FRAME,PKWAIN.;R,JAMB MIKRON PVC GcaANEOwEw iM1U SIDEsi 6300:PVC SCAT£�:8' .5 1+60 06AFRAME,PW;MAIN,FIN: MIKRON' RVG PICTURE WINDOW I 6 P-3113 SGREW'SUPPORT FOR PVC I TEAM PLASTIC: RUBBER. IMPACT j; 7 P-3352 ISET.BLK:.85 DUR..118"x,518"x'2".LG: FRANKLOWE .;RUBBER i 8 PURFECTGLAZE"H SIKAFlEX552 HENKELI SIKA; .SILICONE-1Iz) 9 P-3752CAP PLUG;112'HOLE M&M SILICONE 10 .5-6064 GLZ-BE.,FXO.'(1`O.A.I.G.) MIKRON PVC 1.1' GI'ASS SEE SHEET 31:18•❑ SL ,?i8W' 1 { n ! a.v laic z I f C� 278' ©. yaaayaaa�.lUREtY�r i��. t 1�. w No 5B2ot 7s , 1172' moi. i� PVC FRAME FLANGE-:H=60068 . 9a STATE OF F '��!ys'ONAL��aaaa.- PVG'FRAME FIN-'H=6006A va• 3J1i12C315, LUCAS AJURNER.P,;E_ 1239JASARAAVE. NORTifiPORT.FL 342BB .�__�__... 11c• Z_._.J PH.,941.380•t57a PVC GLAZEBEAO:S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O,M. DRAWN B`: ADE QSII05107 CWS•tS9 0 ' SNEET t"st, SOFB i 1e MAX D.C. •-. —_ 4•UA)L(TYP,)---�-'- &'MAf(:'O.C:(1YP.} .lnW i S'UAX:t1YPI ^'SEEHQiE2 4•UAx.(TYP3 SEE S' ALAO .FLORIDA ORI AVE: I I �' W W W CWS,CCA 34a7e T— .— �- 8300 PV ( & — i 1 PICTURE WINDOW Mnxo,o: ( (TYP.1 I 1 INSTALLATION IMPACT INSTALLATION ( I ANCHOR(TYP.) 14- ANCHOR i'IYPd iaAX wlw .. u w ai{-K m i i I �jo z' Z I 6 .� W' a, ANGH4R LAYOUT-(FIN} n is tut¢Z t ANpHqft LAYQUT.fF1.ANGE_� OP•!-,SPSF OP�I.55PSP .oNOREN r'•. 4 '9 STATE OF iyw NOTES: S I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACINGAPPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES:SRL ANCHOR SPACKO SAME.AS HEAD, i,FS�•,o R i 0`��. 2.SHIM.ASREO'ATEACHINSTM1LLAT[(jNANCHORUSING'LOADBEARINGSHIMS;MAX;AU.OWABLE,SHIMSTACfGTOBev4,.'USESHms;w_ HERE'SPACEGREATER-THANIlit,ISPRESEN7°.LOADBEARINGSHIMSSHALL13E CONSTRUCTEDOF:HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS AM NOT ALLOWED, t 3,ANCHOR TYPE":SIZE..SPAOtNG ANMEMBEDMENT-SHALL BE"AS$PECINED IN THESE DRAWINGS.SEE TABLE I.SHEET'S. - 41112015 t LUCAS A.TURNER-P.5 ? e,ALL INSTALLATION ANCHORS MUST AE MADE OF.OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING,,DISSIMILAR METALS OR MATERIALS'IN.CONTACT WITH"PRESSURE TREATED WOOD MUST FL PE 8;58201 BE.PROTECTEO TO PREVENT.REACTION. 1230 JADARA'AYE, 5.INSTALLATICNANCHORS SHALL 8E IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS-SHALL NOT BE USED W SUBSTRATES WITH.STRENGTHS LESS THAN THE"MINIMUM ' NORTH PORT,FL 34288. SPECIFIED IN TABLE i;SHEET S. PH;&1r3Rf7-iSTa S.ANCHOR EIABEDMENTTO SUBSTRATE SHALL BEBEYOND WALL DRESSING,OR STUCCO.FOR CONCRETFICMU OPENINGS,EMBEOMENT SHALL BE BEYOFID,W000 BUCKS:IF USED.INTO SUBSTRATE, I ANCHOR SCHEDULE 5 [NSTALLATIONSTOSOUDCONCRETE OR GROUT.-RLLEO CMU MAY INCLUDE BUT'DO NOT APOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS 70 HOLLOW CMU RECUME THE USE'OF 1X BUCKS BETWEEN THE PRODUCT ANO,SUBSTRATE. C 7.A MINIVUM CENTER.TO CENTER SPACING SHALLBE IMINTAINED B£T W EEN ALL FASTENERS:X FOR MASONRY,t'FOR W OOD AND METAL, o , r: ADE ostasto'r R.WOOD OR MASONRY OPENNGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY_OE$IGNFM BY THE ARCHIT£CTOR ENGINEER OF RECORD AND INSTALLED TO-TRANSFER W[ND LOADS TO THE STRUCTURE IDV1Ar. SUBSTRATES SHALLMEETTHE MWtMUMSTRENGTH REOUTREVENTSAS�SHOWNINTABLEI.SHEET&.CONCRETE ANOMSONRYSUBSTRATES MAY NOT BECRACKED. 04159 O -g..SEALING AND',FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALLBE DOME,BY OTHERS FOLLOWING THE CURRENTVERSION OF THE REFERENCE'DOCUMENTS: — SHEET FMAIAAMA 100(FIN WINDOWS).FMX'AAMA2OD(FLANGE WINDOWS).FMAWDMA 2SO(BOX WINDOWS).FMNAAMAWDMAS00(EXTERIOA DOORS) 1;26 BOFB . ,s ( ,� KtUi i 111 , a'MAR:".) '- S`MNL D.C.(TYP.i A �u+x tttP.I— ?5'8 FIAXOC,(TYP.T WWW W— SEE kOTE2 a*-rAAX(TYP,}— —sI5G,NOlE,z ICRIDA 3447 5-VAX ITYP.i•r � _ .G S.CC PICTURE WINDOW` D-IC �AXOC.. iMPACS rTYa•1 . ---INSTALLATION ( INSTAWI,TION _ Ae4CI0q(IVY P.) ! O ANCHOR(TYP.}' .Yy',OyO} i ( lJ l I •r.wails m Itr 4 � �� ��.f',� Z• a• ( ( i, Et 0 o W ANCT:HOR LAY- (Fl tlrrtnrrnrr !r AN RO YOUTFLANfy ,/y-Gs PSF Op it.69t�,P'SF ,aaa14REW�Grr•, . No 582dT '1 ,t ..NOTES: 39 . STATE or 't.INSTALL'6NEANCtiORATEAGHiNSTALLATiONtpGAT1pN:AiuCHORSPACINGAPPLIESTgALLSHAPESlSEESHE£T.,2)ALONGALLFRAMEEDC+ES:StLt<`ANCH08;SPACIAtGSAME ASHEAD. ,n"hs(OHtA1: a¢��,, t 1 trirgnlrplaa !. 2.SHIM ASRED ATFAGtitNSTaLLAT1ty.7ANCHOR USING tOAD'BEARtN6SHIMS.'MAX.ALLCM1VABI£SHIM STACK708E174' USESNtMS.WHE_RESPAOEGAEATERTNAS'tt/S6ISPRESENT.IOADAEARING'SHiMS$MALGBE Ca'4STftUCTED OFI'rti DENSl7 Y PLASTICOR BETTER,W OOOSHIMS ARE NOT ALLOWED; { 3.AKCH09 TYPE,5QP_SPACING AND.EMBEDMENTSWALLBE.AS SPECIFIED IN THESE ORA"NGS.SEETABLE I.SHEET S: I 411112015 e,ALLINSTALLATION'ANCHORS MUSTBE MAOE0r OR PROTECTED WITH;A CORROSION RESISTANTMATERlALORCOATING:DiSSiMILAWPASTALSIORMATERiALS fNtONTACTWITH'PRESSURE TREATED WOOD MUST '' LUCAS A.TURNER058201 P.E. BE PROTECTED TO PRF'VENT REACTION. t239 39JASARA AVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALL'ATICN INSTRUCTIONS.AND ANCHORS•SHALLNOT-REUSED!N`SUBSTRA'tE$:WITH STRENGTHS LESSTHAN.THE t.nNiMUM' NORTH PORT;FL 3x288 SPECIFIED IN TABLE 4.SHEET B. - PN.96R38D•t57II• S:kNCtIOREMBEDMENT TOSUBSTRATE SHALL BEBEYOND WALL DRESSING ORSTUCCO,FOR CONGRF_ttK IU,OPENINGS.EMBEOMENT SHALL BE BEYOND WOODBUCKS'..IF USED.INTO SUBSTRATE, ANCHORmSCHEDLILEb INSTALLATIONS,TOSOUOCONCRETEORGROUT-rILLEDCMUMAYINCLUDEBUT'DONOT REOURE 'I%WOODSUCKSBETWEENTHE,PAPI UCTAND SUBSTRATE. 'F INSTALLATIONS•TOHOLLOW C>4MURECUME'TH5.USE•,OP:tX BUCKS BETWEEN THE PRODUCT'ANDSUBSTRATE. • NOTES DAM T..A MINIMUM CENTER•TO=CENTER SPACING SHALLBE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,I'FOR WOOD AND METAL. •ADE OSIDS/07 'S.WOOD 04 MASONRY•OPENINGS:BUCKS AND BUCK FASTENERS.SHALL BE PROPERLY DESIGNED BY THE ARCHtTECT,OR ENGINEER OF,RECORO AND INSTALLEO•TO TRANSFER WIND LOADS TO THE STR06TURE. > -r - - SUBSTRATES SHALL MEET THE MINIMUM'STRENGTH REOUIREMENTS AS SHOWN IN TABLET;SHEET S',CONCRETE AND MASONRY SUBSTRATES MAY NOT'SE,CRACKED; C1N5.159 D s:SCALING AND FLASHING STRATEGIES FOR OVERALLWATERRESISTANCE OFiN5TALLATtCrVSHALL eEDONE BVQTHEASFOLL6WING:THE:CURRENTVFRSIONoFTHF-AEFERENCEDOCUMENT& _ i .SHEET —FMA.AAMA'tOO(FiNWiNDOWS7:FMA/HAMA-20iI(FLANGEWINDOWS),'F:AAAYOMA-258tB0XWtNDOWS):FMAIAAMAM%OMA30UMnERIORDOORSI — 'I:ZO f SOFTS 1 i A{M:EMOEOVEN'T � SEETABLE SUBSTRATE ''_ TC¢ICAL MEAD'ANCHORAGF- QYOTttERS mN �t i 1 1/A'MAX.Se{nN SEE TABLEt SESTA L DIST. 5178STRATE 7900 sw.4TN AVE. ---uiN.EDGEOiSF. i —.---� SEE7ABt£i` I. =SEETA61Et �-�LA,FLORIDA 34t7A, . y- I SEE TABLEt Ur MAX;sNim- WWW.Cws.CC SUeSTRnTEBYOTNE►ts--.,� - - fE:tAeLE�i" - t'. SECTABLE1 -.' - - t rA�u.EM -eEDUEtrr ! 8300 PVC ii I SEE•TABLE'I I h ATIONAFrcNOR ( PICTU�iE'WiNDOW PEi!iME?ER SF.nLAtIT—.. Mmsl,TALIER ,�!,_-�`^I MK MBEOMENT tM�Ar!«,' i INSIDE AND OUT _-"'_ r,.. SEE TABLE t V L� i! SEALANTBEMBE BY�NOLtfRL .t/a•VAX,SHUT PERiMETEASFJWNT �`�,1$w .1. '---PEAIMETERSEALANT BYINSTAILER, i7 epi(n.4 ,N BY INSTALLER' INSIDE ANA OUT' IASIOEANDAUT MSTALLATpNANCHOR !� tzY w``W # SEAIjLNTifEtiR7D SEETA8IE1 W GL10} I,_W •C 4.'to FLANGEGYINSTALLER (6-:'tTFIIYOE?AtDCAALFPt61tl SC}t7MiOWLAANARGFE0S1iEflAtNAINNTS9TAELNLIANT0Q't! i} z c �aa : t FINWHSTALLEA 9 91WoC :I RORt7CHTALSECTtOxO INSTALLA TO AWZMOR FALSE -JALB.ANiORAGE RROMONNSEE7ABlE TYPICAL � x # W Q S Q i W g �sN�o { --ur-ranx:StnM a L)lmtd Q SEALANT BEHIND - �4 FLANG£,BY INSTALLER ��`'pL1DREW T riy ' PERILIL TER SEALANT +°;r tiGE7V,q'•Vey BY INSTALLER MIN.L•MIEDMEN7 1 +y[j' •4 F, .� INSIOVIL40 OUT - SEE TABLE I { No 50201 'p t SU05TAATE•DY OTHERS �:,� STATE OF SEE TABLE t ?, ---MIN„EDGE Dist. O ttr. I 1` SEAUNT UNDER SCREW---'0 VERTiCALSEGT10N SEE TABLET r4r�tt' <<OAld ©`dam HEAD BY WSTAtLEP `�6-� TYMCAIStLLANC40AACEsweeprrrr ,5�����,• # O 1 d1�2� • TROLE.I:APPROVED'INSTALLATION FASTENERS LUCAS A,Tl1RFiER.P:E: ±FRNaETYPE SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT 1AK,DGEDISt; N FLPEA58201 >, •FLANGE CONCRETE(ZOKSIMiN.p 31t6'RYJTAPCON 1.1ir 1.118' PEfaMERRSEnLA,T-- ,._ 1239:1A8ARAAVE..,. FLANGE HDL.LOWORGROUTFILL.EDEMU{it7PCFMN.1. 3i1G'MVTAPCON 1' �2' BY.INSTAILER NORTH941-38 .157-C PORT,FIL 138 S FLANGE OONCRFTE(28s'KSI MIN.) 3119-ELODULIRACON t- - L` NSIDE AND OUT P..H_4A1$6(!•T57b, (.�p 1�xOfi120NTA13Et7tON. N ; y FLANGE, GROUT•FILLED.CMU(ASTM t•9o) - 3416"ELCO.ULTRACO-N G7lC ,2•ii2' - \� BOXFRAMEMSTALLATIDN HEAD AND S(LLSIMILAR FOR BOX INSTALL,ATION.. 1 a 16 Dvt nP N iNSTALI ATiON IjETAtLS FLANGE 2XMR+I:SOLRLTERN PPJ[.tGiO:557 1.3'0• 7N8' OR,6LGt)tN.TRi1tON FLANGE 2XABN,SOUTHERN PIKE(G.0.55) NID WOOD SCREW 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING'THE FLANGE,. o IGGALrE(O.OW)ININ,STEEL STUD I10.16MILD KWIK•FLEXOtt-11W -FULL,THREAD UP TO AND INCLUDING A-BOX•FRAMEAPPLICAMMIS'.ACCEPTARLEPROVIDED: ADE '05MS(07 FLANGE t33'xSiYRLDMtNI TENS 5ELF-DRttitNG"SCREW TIM O.oGo' TNtC - :MIN>f!4•FR;CETOF.CONSTRUCTION•GRADE'ADHESIVECAUGKISAP.PL(ED. DING f. v° FLANGE 1Ir ALU%L(6063-75 MTL)OR e1Q GRADE 55ELF TAFPRIG/ FL)LLTHREAD 7116 INSIDE AND OUT;FULL PERIMETER,.BY INSTAULFF( CWS 154 D 118'STEELI33XSiMtN,1 DRtLLtNG'SCREW THRUO: I TRNER 1239 Jabara Ave. %-1 North Port, FL 34288, ENGINEERING& Pb.941-380,1574 CON18ULTING,INC. FBPEC.O.A4 #219779 Evaluation Rep6d 1.59D April 18,2015 Product Description: Series 83,00 PVC Fixed Window,Large Missile Impact,48"x 71"unit size Dps.s or 72"'x 76"unit size 1067.5(DP65 outside HVHZ-) Manufacturer: Cusibm Window Systems,Ind. 1900 SW 4.4"'Ave,Ocala,FL 34474 Statement ot"Compliance: This report evaluates the above-listed product per tate requirements of FAC Product App requirements Approval Rule;Chapter 61 G20-3,005(4). This product complies the requireffie I s of the 5"' Uhibb(2014)�Fl6rida Building Code including the HVHZ. The product testing standards performed are outlined below. .Technical Documentation; 1) This report,prepared by Lucas A.Turnei.P.E.,at 1210 Jabara Ave.,North Port,YL 2) Appmval drawing CWS-15913,st9ned and sealed by Lucas A.Turner,Pk 3) Test'R;CpDris,*NCfL=216-3954-01 and ]A and NCTL_,210z3955,"-6.I and-IA,firom'National Certified Testing Laboratories. 'Orlando,FL,With 7 c9tinp Performed: AAMAPAIDMA/M. 101/).S.2/A440. -ASTM 13188&6�XgtM 131906.65/09 and TAS'201,2 10 1 �-08 02, 1994`{TAS' nepdiis 39�4-IA b4'd 3955-IA signedFerrara,and sealed byGerardJ.Fen-a P.E.) 4) Supplemental Calculations to support CWSJ500.sigriedarid sealed by Lucas A.Turner,PX Installaflon: Units must be installed according to approval document MS-15013. Limitations of Use: This product: May be used in 0 configuration in sizes up to 48"x 72"unit size at design pte.qures of+1-55 psf, or in sizes up'to 72"x 76'unit size at design pressures of+A67.5,psf in 14 VRZ or+1-65 psf outside the I1VHZ-,with max;glass da}light sizes as shown in CWS-159.D Is,large missile impact resistant and does not requiWthe use or shutters May be used in the High Velocity,Hurricane Zone - • Requires outer lite in I,G.to be safety glass when used in HV HT_above 30 ft of grade Requires glazing as shown in CWS-)591),with Dupont SentryGlas Interlayer per' NOA A 11-0624.021 in 1065 or 67.5 units or Dupont PV131hterlayer per Miaini-DWe NOA 13- 0129.27' bi DP55 units 0 Requires Quanex,(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.621 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with,the requirements of the 5"'Ed.(2014)Florida Building Code for use in-this product. ii Ckrf,fri6tion of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing productsfor which. this report is being issued, 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. a�,,DkElj, No 56201 -P 4/18/2015 LL Lucas A, Tuner, P.E. 0 0 FL PE 458201 R llffi Lucas A.Turner 2015-04-1822:1304:00 M®�E - - MIAMI DADS CO[JPtIY • PRODUCT CONTROL'SECTION 11805 SW 2b Stri Ot;atoom 20& DEPARTMENT OF REGULATORY ANDWO RE$QURCES'Q=) Miami,Florida 33175 2474 BOARD AND CODE ADMINi3T'RATiQN DWISIONry T(78 .313-?590 F(76 315.2599 NOTICE.-OF ACCEPTANCE (NOR) wivw.ininrriidiiaaQbvleeiiNcink Xvraray AmeAes,dine. 2625;Bay Area Blvdo-Suite 600 Hou9ton,-TX'7�058 S.CORE:i This,NOA' is being. issued under the applicable rules and regalat ons governing the use, of construction materials,The ddcunuentat on submitted has been reviewed and accepted b'' Mien+Dade County U1 . Product Control Section to.66.used{in Mtami.Dade County;and other arras where allowed by Authority Having Junsdictron(A131) This IJC►A shall not be valid after the,exRtration date;stated,below The iylia%ni Dadb Couhly Product:Control Seotion on Miami Dade County.)apOtl(w be AM(i.mate- 0 other tlian,Muurn:Dade t ou My)reserve the right to have thrslpro-mot or material tested for,quality assurance purposes N'this product or material fails to perform m the;accepted manner,the manufacturer will mciir the expense of such testing and the AHr.may immediately revoke,modify,or suspend the use of such product or`naterial'w+thrn�their jurisdiction:. 1tElt reserves the right`to,revoke this acceptance; if it,is det!emiined by Miami=Dade:County.l'roduct Control Section that this.prgduct or nlaterlel fails to;nest the kequifetrierits of the:applic ible,l pildigg code. This product is approved as dascnbed 6eretn,and has been designed:to comply with theFlorida Building Code;including the High Velocity Hun:ioano-Zone: D>LrSCRIPTIONs$en#VQ]gaQ(Clear and White)G1ess.InterlayerA; APjm _ OAI DOCUMENTt Drawing No,GIS 02,fitled"Kuraray SeritryGlas®Inteileyer';;sheet 1 of 1, dated 05/!3!2013,prepared by_A-1 Fargoq Corporation,:srgned.and sealed.by Javad-Ahmad,P:E.;bearing the: Mtamt:Dade County Product Control revision stamp with the Notice,of Acceptance.number and expiration date by the Miami Dade County 1?roduct Control Seaiion: MISSILE,IMPACT RATING•NOile- LABELWG j3&m,ihated litesUnder this Produuct.ApprovAslibIl.be permanentlymarked in a:.cornerof the glass with: '�MDCA Sen GlasV'.alar for"Miami Dade Count try „ ding.; " ty Approved SeabryGtasV and the.leminetor s identification mark These.marks:shall be eppl+ed,,by'the individual laminatbr producing the finished laminated glass product containing the White SentryGlas®interlayer. RENEWAL,of this NOA shall be.considered after a renewal application has been filed and there bas'been no change in the applicable building code negatively affeifingthe performance of ibis products TEItMWATIUN of this NQA will occur after the expiration date or if there has been.a revisioii,orchange in the materials,°use,zndJor manufacture'of the product or process Misuse of this NQA as an endorsement of any product,for salesi.advertising or any other purposes shalt automatically terminate=this MOA.Failure to comply with any section of tins NOA shall bi cause,for-terminatioti apd iii ioval of NOA. ¢' ADYERTIWit,NT:The NQA number preceded:by'tbe Words;Miami=Dade'County,Florida;and:followed by the r eiiprration dato.may be displayed'in adveriisirig literature. If any 0,0016n of the NOA is displayed,then it:shalt be done In its enikety. INSPECTION::A copyofthkvidire NOA.shall be provided to the-user.bythe.mani factureror its distributors and shall be a'iilable_for inspection til ih6,job.site;at the request;of the,Odildmg Official. This IaOA revises NOA f!11 Oti24 02 and!I 13-fl32809 and consists of..this.page 1 and.evidencc pa a&l,_ es well as'app gyA docWitent mentioned above The submitted documentation was reviewed by C_i los Mi Utrera,P.)E. • i' NOA No 14 091ti.1'I 1 IAMMCO t�nc piration Date: July'-,2018 ' ppraval Date. June 25,2015 D9 Pa 2015 ge I t4 f E i v i 'KUraraV Amerlem Inc. N(J►TICE OI!'ACCEPTANCEi EYIT)ENCE SUT3MTfTEI) A DRAWI1wTGS 1;. Aiawt w 0 GIr02,titled'xuraray 5entryGlas�lnterlaycr",sheet 1 dt 1,dated 05/,131201'5,prepared by A o rparation,signed,entl sealed by Jawad A1►tMtad,P.E: $. TI+�,STS"Sitbiifi!!ed wh4O NOA fl 0413.64 i"eser lyGlru�llnlerlriyerj" T r i tundarvl Rate Sienature 1. 96177 02 106 1 t3 ASTM b 635, .82!221,1 t3 Joseph A.Reed,O, tQ6.-l$. ASTM Di929 Q2t2211R Jaseph A:Reed;P:E.. 3. 961 77 02-146-18 ASTM D2843 0=16 Joseph A:Reed;p E: "Suh»rlttre�f urtdar t�tDA#a�IX td:4 {Char SeniryG/astpinter7gy+lr)" 1. 31361tGSATtIttl; ASTiti!t1i63S 3:0125/47 CirnsBowsrss,'P 91.11755SAT402 ASTMD1929 41/02107, sBowness,P,E: 3 3111755SAT-Q:OI ASTMB'BA 12<19l46. GhrisBovsmess, 4 PRIU6246: ASTM 626 06!26/07' Due T Nguyen,°P E: >SRIof246; ASTM b 794: 06J26/0Z Due T:Ngayen, ".tt bttt1fkd;underNOA 023-(1328:09(Wti teSer�tryGlas®Tn�erinyerj" li 87582 0l it)6 15 ASTM 01929 02!26/13 Gary T;;Hartrnen;k:E:. 2. 139882.01 1,06 I$ ASTM PQ 5 02126!13 +Gary T.Hartman„P.E. 3 87882 01=1,06-18 ASTM D 2843 02126!13 Gary T;Her o*P.E. 9, ki-4:41 Qt,& .8 ASTM`G 155 02126!13GaryT..Hartma 5 B742.41-106-1$. ASTM C 158 026113 +Gty-T-Hastittao,l';E: C. CALCULATIONS 46 1Vone .0. QUALM ASSURA 4CA 1. Miami Dade Department'ef Regulatory and Economic Resources(R.ER) E: MATERIAL.CERTIFICATIUNS' 1. Mone F. STATI:MIM,8 1. S3atement'letter of code coafonmanae to 2410 and"the 5 'edrtion(2414)'FBC issued b}+:;At- Far*N Corpgration;':dated t}6JIta12015,signed and sealed by-14 ad;Ahmad,P.E. 2: Firrchase agreement between E „DuPont De Nemnours,and,C_o and.Kuraray,Ca,LTD.,,dated May 22,2014. Carlos M Utreri Px. 1'roduet Control Examiner KOA No.14-4916.11 Exp rstlon Date:July 4100 Approval Date:June 25,101$ s. t Kurairay SentryGlas ' Interlayer PRODUCT DESCRIPTION: MANUFACTURED. BY. Kurocoy Arrrnerrco Inc.., A PLASTIC, INTERLAYER MATERIAL FOR: LAMINATION WITH GLASS ON 8071-1 S1f1ES. A `TYPICAL GLAZING IS MADE' OF THE FOLLOWING. COMPONENTS::, 7701N. 1/8" (30 ry! ANNEALED.GLASS B — MIN., 030 ,(.76 mtr}) KURARAY SENTRYGLA5 INTERLAYER _ A - M)N.. 1,/o" (3.0 .mm} ANNEALED GLASS. I — MATERIAL.PROPERTIES SeniryGlas�'Interlayer (Clear and White), TEST I?I;SCRIPTIaN . TEST METROD TEST RESULTS .T FLAME,;SPREAD_1,NDEX '[2] A$TME84 35 SMOKE DEVELOPED.INt3EK` [2] AST;tEB� RA(E OF BURNING' .[3] ASTM 0635 0 INfMIN., :CLASS. CC1 ;AVERAGE.`EXTENT OF BURNING [U ASTM `0635 0 IN/K+IIIJ., CLASS CC1 AVERAGE EXTENT-OF BURNING ASTM 15635. 0 IN N., CLASS CCT AVERAGE SMOKE DENSITY RATING [3];- ASTM 2843 5.'9 FLASH IGWITIQN TEMP..:[1] _ASTM 01929 788'F _ FLASH IGNITION TEMP-.:(9] ASTM D1929, 752-F SELF IGNITION, TEMP. _[1] ASTM Di 9,29; SELF IGNITION TEMP [2]_ ASTM 01929 770'F AVERAGE MODULUS OF RUPTURE ,[1] _ ASTM,'0760 _ 4i+EA7HERIIJC'. WEATHERING PER ;SECTION 2612:2: OF BEFORE, AFTER 1 THE FLORIDA BUILQING CODE 541,5 PS! 5 ro,.PSI AVERAGE MODULUS OF RUPTURE ASTM C1 [3j 5B-02 WEATHERING {ASTM G 355=05A) _ BEFORE AFTER ! [t] 030" (76mrri) Thk'. Cleor SentryGlosi6 Interlayer 4692 PSI 4752` PSI [2] .130" (3 3mm) Thk. Cledr Sent Clos0 Interlo er ' Y AVERAGE CHANGE: +1.7Z. t [3] .062" (1.6mm) TfiR. White Sentry'GlasO Interloyer NO.T& THIS 15,A COMPONENT APPROVAL AND:DOES NOT INULDE AN >'tiOrUiIC7 titJEyiS`£D EVALUATION OF STRUCTURAL RERFORMANCE. OfTHIS COMPONENT. I w SYSTEMS INCOF2P6R4T1NG THIS COMPONENT SHALL APPLY FOR • / ,%f. A•NOA TO THE MIAMI=DARE COON YPRODUCT'.C-60TOOL SECTlp # I B AND SHALL SUBMIT •TEST REP'DOTS AND OTHER REQUIRED DOCUMENTS t SHOWING THAT'THE -,SYSTEM USING THIS COMPONENT`WILL RESIST THE LWACCOWN6, TO CNAPtER.'16 OF °THE FLORIDA BLDG. CfQpE,. Engr:JAVAD ANKAD. CML PIA PE #10502 CAN. 7538 i !4!.FAROot1 ORPORAT11btd Kq roy $erntfyGlos. 1nteNaysr re wns: droving ria;- M 1 05 -- clate eecrp on / �yr� ENOINEE7t6dP1iLIDUC'rOEVEIAPMENT astsastiv sTAva Kvrarcy Ameaco, Inc t MIAMI,;MIDA33174 Ieh OS-13-/s it4taeg�sftaloa rrx tm6)se¢e9ra 090 Boy Area 81vd., Sui4e 6W +, 4 Nouaton, TX: 77058 GtA21liC S1S�-02-02 rte.(814}67871417 ish"est#of 1 l 9 1 M�I�AM�b . MieM-DADE,COUNIY PRODUCT GONTROI?SECTION i i865,SW 26 Street,Room 20$ .DEPARTMENT OF.RE(WI ATORY AND EGONiOMIC RESOURCES(MR) FlondOA15 2474 B6ARD AND COItE AIfMINIS tATXO?d AIVM'ON T(736)31= F,(286)31 i-2599 NOTICE OF ACCEPTANCE ()A) :_,wmwiamfdade ggjeeonomv {}Osinez°Building Piro iucts11pe. 1t134.S1ttb Avenue"11Toi1h Kent,WA 98032. i Sort, This.NOA is beings issued under tie applicable rules and regulations governing he,use of construction maferi* The.documentation subrniitwd has been reviewed and accepted,by Miami-Bade County RER- Product Conirol Section to.Ile used is Miam Dade Coupty and iitherari as where allowed by the.Authority Having Jurisdiction(AH7} This]40 shall not be;v9d:after-the expiration date°st6ted Ulow.The MiamiMade County Product Control'- Sect oiz(In.Mian i Dade Cot uty}.and/or ttie.AHT Qq areas Oki than Miami Dade County)reserve-tbe n- to have tins product or material tested.for.quality assurance purposes If this product or mateHal fails"to,- perform m tho accepted manner,the manufacturer.will incur,the expense of:"such testing and theHd Amay immted*ly revoke,m6dify,or suspend the use of such product or-material within their junsdtc-on-. REIt reserves the.right,to-revoke:this acceptance, if itis determined by Miami-Dade County Ptoduct Control Section,thkf this product armeterial fails to meet the requirements of the applicable bgtftg`codo: Ibispri)duct is.approved as described herein,-and has been designed iii comply with the.F'lofid Building Code,°including the'High Velocity Hurricane Zone, DESCRIPTION The approved White Rigid PVC Exterior Extrusions for'Windows and Doors.am i4-be produced by'Extruders`Licensees in"AAMA Certification Programs for rigid PVC Extrusions":The t extrusions sball meet ASTUb 4726,classification(ASTMD 4216)1-1015.4-33-0000, 120111-13:-0000.or 1=40131-13 and 1he,f6howing properties I Description Test properties Irate of Burning ASTM D635 Class.CC1 Self Ignition temperature ASTM D1929 91SOP>656OF Average Smoke Density Ratin_g ASTM D2843. 43<75 s Flame"Spread Index ASTM R84 26.2.<75 j Tensile Strength(Differenee *Exposed&Unexposed) ASTM DOS 4 98!<Iko { *Exposed per Section 2614;of The Florida BOilding Code. MIVSSME DOACT RATING:None This NOA renews NOA N 124017.02 and consists of pages 2 and 2,as.welJ as evidence page E-1, l � The submitted documentation was reviewed by Carlos M,Utrera, NOA No:17. i ri E xpiratioa Date:December 2b0206.10 ,102Z i ��� - fIypt7 Q•31 Approval Date:Marcb 30,2017 Page'] I s MIAM Mum DA1DE COUNTY WIDUCT CONTROL'SECTYOPT 1 t805 SW 26 Stc CCt,Room 248 UPAdtTMENT OI'REGULATORY AND ECONOMIC RESOURCES(RER) t�liami Flonda'33175=2474. BOARD AIVD CODE'lD1G@1ISTitATIONDNISION T{786)3 6459D F(786)313-2599 wav�v mis` tda a Qovlee000mv _NOTICE OF.ACCEPTANCE(NOA) : Qasnez Building Pralncte,Ina j 1034 SIS Avenne;l+Torth :Kent;:WA"032: LMTTATION This approval does not include an evaluafion of structwai.performance ofthrs cozriponent Test repor0 and oilier requii ed documents aliall be submitted to Dade County Pr bt Control,sh kw ft that tbe<systems using this PV..0 Extrusion wiff resist the,loads:ecoordmg to Chapterthe ;o offtF;B.C,,ut order to issue a specific product approval for the.systen, LAB ING Each carton_co.nta fn"certified exinisrons shall be labeled with the,:AAMA PVC]E fn ion Cerhficatron Label wrth the extruder name cr state and"NIDCA".`In addition,(a)'eaeh Cert 'ied Extrusion shall be labeled eve 4 R qr less on the underside with the.Extruder Code,and"N113CA�'or .ty each finrshed;productassemhly shall bg labeled.v►7th:a permanent labeland/or stamp with the:Extruder Code andSMA RM' WAI of this NOAs]Wl lie:considered afters renewal applicatioa lies been filled and there bas been no change iathe:applicable-building co&negativcly affecting the perfatmance of this-product:_ TERItiINATIUN of"NOA will occur aha,the exp iratiop date oc,rf there has been a'revision:or change ... in the'materials,use;and/orrnanufacture ofthe product or process.Misuse.:of this NOA as an endorsement of any product,for sales,advertrsing.orany other proposes shall automatioally terminate this NOA.Failure. to comply.with any soc 6mofthis N4A."shall he cause for termination_and rernoval ofNOA. k ADVlEjmxmmTi The NOA Dumber=preceded by the words Miami=Dade,County Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of ilie NOA is 1 iayed,then it shall°be done in its enti dsplrety. a INSPECTION:A copy of this entire NOA shall be provided to the user by*e-manufacturer or its distributors-and=shall be available.for nspection at the job site at the zequest o#';tlie Builft Official.- f r I ' t IYOA No:.17-02116.10. PGAMIUADECOUNTY Expiration Date December 26,_2022 Approval Datr.March 30,2017 s Y k f Ouanea Building lProduct&Iac.. NOTICE OF ACCEPTANCE: EVIDENCE:PAGE A. DRAWINGS 1. .Noixe.. B. TESTS "Submdfied#nderAAMA Master.Ne#98-0036" 1. Test'report on Rate of l3urr�uig,Ignition Temp mfr re,Density of Smoke,Surface BWping Characteristics,Accelerated Weathering and Tensile Properties Test.of'IPVC Extrusions from S tiiffererit manufacturer"selected by AAM, prepared by ETC 1,66iat6j ies,report#ETC 97.26440910,dated 0412111998,signed aiid sealed by J. L,Daldan;I'E; { C. COCiJLATION L None D. QUALI'I?Y ASSURANCE I, Miami Dade De -hent of Reg latory and Economic°Resources(RER} E4, 0,ATEI2IAL CERTIFICATIOIN"Submimed xrn AAMA lYf&I&Ou #12-101711 1. Procedural Guide fdr the AAMA Fenestration Exterior Therinoplastic_Piofde'CerOcati in P ogrom(AAMA 109-11}. 2, Voluntary Specification.for Rigid Polyvinyl Chloride,(PVC}Exterior Profiles(AAMA 303- 04 F. STATEMENTS-"SubmWed v#der-AAMA Master Rk#15,0333 1. Statement letter ofcode confiortnan to the O edition(2014)FBC issued by Turner Engineering&Csmsulting;lnp dated 02Jt9J2015,:sighO-and signed by Lucas A.'T'urrier, PM. 2. St andards''equivalency report issued by Turoet Engineering&Consulting,Jne.,dated 02J19/2015;signed and,sagned by Lucas A Turner,P-13. "Su6ndked under.AAMMMaser Ale#12-1037" 3. No fmancisl interest issued by Turner Engineering&Consulting,Inc:,datec109123%2012, signed and signed by Lucas A.Turner,P.E. z G. oTHEI 1. NMah0heturei's,.acknowledgement letter issued by Qui mex Building Products;Inc.,, a dated 0WO/201Tand signed by Douglas VV,-Men.. � 2. Association release 16tter issuedby American Arctutectural Manufacturers. Assoctahon.,dated 01424/2017,and signed by John G:.Smith.. oSubm0a under NOA #1240-1-7.02" 3: Letter stating that Mikron Industiies,.Ind.is a wholly owned subsidiary of:Quanex Ridding Products,Inc.,dated 10/1 1)/201 2 andsignied lay I3avtd C,Gadd. �3G`=loll f Cair!pt M.Utrera,P".E. r Product Control.E"miner NOA No:17=0206:30 i' 5 !Expiration Date December M,2022 Approval Date:March M,,1017 E=1 t� 1 • 1. i t 4/14/2017 Florida Building Code Onlihe (( tL..4'Z r• 1 • ► n 0 Q • 8 - BCis Home I Log M i user Registratlon I Hot Topics I Sutimlt surcharge -Stats&Facts 'P.4dlicatiar ;I Fk$Ya_ff 1 at:ISsite"Map LlOt�s,J "Seart� r g„7�.,•+ J �PducApprovalUSE.i Publrc Usar V i :Y..= :s's ti y J 0 db r atais Product Aooroval Menu>Product.or Application search>Application List>.AppGeation Detail _ FL:# FL167,3b-R 1 // 7 /_ o Application Type Revision L (O (O Code Version 2014 ApPlicatlon Status Approved Comments Archived RECEIVED [J Product Manufacturer CustojC'C- Authorized. Systems Inc. AUG 2 J 2017 Address/Phone/Email 1900 venue OcalaPERMITTING 2) "Ext255 St.Lucie County,FL sbroo Signature Stephen Brooks, sbrooks@cws,cc, Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,.FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 36$-6922 Ext 291 jlathrop@cws:cc Category Windows Subcategory orizontal Slider Compliance Method Evaluation Report'from a Florida Registered Architect or a Licensed Florida Professional Engineer I_✓_r Evaluation Report-Hardcopy Received 1 Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 H Quality Assurance Entity Keystone Certifications, Inc. Quality.Assurance Contract Expiration Date 07/21/2026 Validated.By Steven M. Urich, PE' (J Validation Checklist-Hardcopy Received k Certificate of Independence FL16736 R1 COI Evalkep CWS-87.1B (HS-8200. 74x63. IMP).pdf i; Referenced Standard and Yearof Standard f � ) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 1 ASTM E1300-04 2004 ASTM E1$86-05 2005. ASTM E1996-09 2009 I PA/TAS 201/202/203 1994 Equivalence of Product Standards httPstAwww,floridabuilding.org/prlpr appdti.aspx7param=wGEVXQwtOqu8obl%2flZm6TgPohLz6ontUaKpvglON3eNaBBBv3yAgMA%3d%3d 112 4/14/2017 Florida Building Code Online Certified By Sections from the Code Product Approval`Method Method 1 Option D Date Submitted, 04/15/2015 Date Validated 04/21/2015 Date Pending FBC'Approval 04/25/2015 Date Approved 06/22/2015 StiMmarV of Products, L# Model;,Numbdr or Name Description 16,736.1 HS-8260,PVC Hoelzontal"Slider HS-8200 PVC Horizontal Slider; IMPACT.74"z 63",-XO or OX-. Li s,of Use Installation Instructions Approved for us&In HVHZ:Yes FL:16736 Rl II CWS-8718(HS-8200:74x63:IMP).odf Approved for use outside.HVHZ:Yes Verified By: Lucas A.Turner 58201 .Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/60 Evaluation Reports Other.Large Missile, 74 x 63",,DP+/-'60 psf.Outer lite,in FL16736 R1 AE DuPont_PVB NOA 13-0129 27.odf I.G.must be safety glazed when.used above 30ft. in,HVHZ.- FL16736 Ri AE EvalRep CWS-8718 CHS-8200,747*63, Glass complies,to ASTM E1300-04, IMPLIbaf FL36736 RI AE' Uanex(Mikron) NOA.12-1017 02,bdf Created by Independent Third Party:"Yes_ 16736.2 HS-8200'PVC Horizontal Slider •HS=8206 PVC Horizontal Slider,IMPACT, 11,1_"%63',XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes, FL16736 RI Ii CWS-86613-M -8200 111x63, IMP),pdf Approved for-use outside HVHZ:Yes Verified By: Lucas'A.Turner 58201 Impact Resistant:Yes Created,by Independent Third Party:,Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile, 111"x 63%DP+/-60 psf,-Outer lite in. FL16736 Al AE DuPont PVB NOA 13-0129 27.odf ;1:13. must be,safety glazed when used above 30 ft.'in HVHZ. FL16736 Rl AE DuPont SGP NOA 11-0624-02aW .Glass Complies to ASTM E1300.04: FL16736 Rl AE EvalReo CWS-869B,(HS-8200. 111x63: IMP': df FL16736 R1 'AE Ouanex(Mikron) NOA 12-1017 02.1)df Created by Independent Third Party:Yes Uack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487=1824 The State of Florida is an ANEEO employer.Coovnaht 2007-2013 State of Florida.,::Privacy Statement:i Accessibility Statement-;:Refund Statement Under Florida law;email addresses are public records.If you do not want your a-mall address.released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or.by,traditional nrali.If you have any questions,.please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective_October-1„2012,licensees licensed under Chapter 455,F.S.must provide'the Department with ari email address If they have one.The emalls provided may be used tor:official communication,with the licensee.H'owevenemall addresses are public record.,If`you do not wish to supply a personal address;please'prpvide the.6epartinent with an email address Which can be made available to the public To'determine if you.are a lioense_e under.Ctiapter 455,F.S:,,please click'here. Product Approval Accepts: Credit Card j Safe ht*lwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwti)qu8obl%2fiZm6TgPohLz6ontC)AKpvglON3eNaBBBv3yAgMA%3d%3d W GENFRALNo*rts; HORIZONTAL SLIDER:- LARGE,MISSILE IMPACT HE PRODUCT SHOWN HEREIN is DESIGNED AND MANUFACTURED "r SYSTEMI -TOCbMPLYWrTHTHE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITYHURRICANE ZONE(HVHZ)AND. ;,', 14TH AVE. ,is RATED FORWIND10NE 4-MISSILE LEVEL-D IMPACT USE AS DEFINED CCALk FLORIDA 34474 THE' E 1996 PER THE FSC; WWW.CWs= 151!4•mA)(-ovrRALL FLANGE WIDTH 2:6LAZINP.OPTIONS!,(SEE SHEET 2) .8200 PVC 74'MAX UNIT WIDTH 3.CONFIdURATIONSI:`OX',"XO'. HORZ.-SUDER '4.DESIGN PRESSURE RATING. IMPACT 33*GLASS DLO---j -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND. AGLASS TABLES ASTM E-1360-b4. — I 'POSITIVE OESION LOADSBASED ON;TESTED PRESSURE,WATER rr INFILTRATION TEST PRESSURE AND GLASS TABLES r 4 W ASTM E-130.0,0.4. O. 5;ANCHORAGE.THE 33113%STRESS INCREASE HAS NOT BEEN USED 10 o iNTHE'DESIGNOPTHIS�PRODUCT.,SEE:SHEET5:FORANCHOR �d w a 5: 64 IM" DETAILS,WINDLOAD DURATION FACTOR cd-1.6 WAS USED FOR WOOD :E < Co MAX"GE B B ANCHOR CALCULATIONS: FLAN HEIGHT 6.PRODUCT APPR0VF0.FOR IMPACT RESISTANCE.SHUTTERSARE NOT' REQUIRED..TptEjMPAGT ROTARY LOCKS ARE114TENDEDTO BE LEFT Co UNLATCHED DURING NORMAL,OPERATION OF THIS PRODUCT BUT Uj 63 Must BE ENGAGED PRIOR TOEXPOSURETO HURRICANE WI�DS.ANU w C3 I- 0 w MAX FLYING DEBRIS, 0 w 9: Cr UNIT HEIGHT -7.,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT z MAX USED AT FIXED MEETING:RAIL AND,HEADISILL: n. I w SASH Cl HEIGHT &SERIES IWDEX DESIGNATION H,S-8200. 9.THE DESIGNATION-X AND OSTAND FOR THE FOLLOWING. so I�vl 6. X-6PERABLE.SASH�0-tg FIXEDSU�SH 14 GLASS gO !gD1REtV- DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION., D• No 58201 11.EXTERNAL WEEP SLOT 114-x-1'LOCATED 4'.FROM BOTH ENDS. C STATE OF .0 . C I(A` A Lucas A. Tumer GLASSDLO2015-04-11 365/16'MAX SASH WIDTH 15;18-04:00 -4H 172015• LUCAS A.TURNER,P.E. FL PE#58201 1239JABARA:AVE. NORTH PORT,FL 34268 PH;941x380-1574, §HF. DESCRIP GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: TABLE OF CONTENTS ADE 10116/13 GENERAL NOTES&ELEVATIONS 1 RN,-- SECTION VIEWS&GLAZING DETAILS....2 MAX UNIT SIZE DESIGN PRE8SURE RATING I IMPACT RATING 'EXTRUSIONS.&BAM -.:...................3 CWS-871 B ANCHOR SCHEDULE&NOTES�...............4' 74"x 63" 60 PSF LARGE MISSILE IMPTCT Tcwff�.— -- SHEET INSTALLATION DETAILS...........................5 1:15 TOF 5 7 8 ' 0' 2 WINDOW SYSTEMS INTERIOR 1900SW 44TH AVE. OCALA,FLORIDA 3474 WwW.CwS.Cc f1 1 1 21.1' 6 8200 PVC HORZ SLIDER IMPACT . opo Y W 41 40 3:. 1 _ 9 39 W In m . SECTION B B C3 Z 'NOTE:FIXED LITE AT HEAD a..o, ANDSILLISSIMILAR. o w'.Z 31 _ CC i (3 p L 19 wcr ¢ z g 36 auw � U D 1 1 3 3 m Q Z 19 41 4HEAD IMPACT HOOK(TY P.) ,���, 4 I IDSPAN OF SASH ��GQ�;.•�O E NS�.,tQ,y��� (REh1S35636) 711'OVERALL :. No 58201 118'ANNEALED or TEMPERED 7116'AIRSPACE- '•'6' ".Q STATE OF INTERIOR I 511 G'U1MI ��,�•.;;�� QT; y�t`S O q�1 1/8•ANNEALED SWEEP LOCK(TYPJN11p 11110 ONCY'ENGAGED PRIOR .;p9Il.DUPONTDpPONT PVB:INTERLAYER, 43 TO HURRICANE FORCE WINDS. 119•ANNEALED 4 I I LOCATEDATTHIRD POINTS 4/1112015 19 I 1QTEM27) 43' PURFECTGLAZE•H• 13- �11I f�1I SIKAFLEx_552 IiUCAS A:TURNER,"P:E. 39 AB RA 01A 1239 JABARA AVE: 4 NORTH PORT,FL 34288 8 5 PH.941-380-1,1574 I 16 SH DESCRIPTION: 25 0 o I 3 lir GLASS BITE .SECTION VIEWS AND GLAZING-DETAIL •_ DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND; O ADE 101.10113 JAMB SWEEP LOCK'LOCATIONS DWOI: REV.; SECTION'C-C 120 GL'ASSTYPE A. CWS7879 B ALTERNATE FIN FRAME 1:1 CAL: SHEET 1:2 2 OF 5. PARTS LIST 3 1/8'—� CORNER'.CONSTRUCTION ITEM PART� DESCRIPTION VENDOR MATERIAL 3118•--j 1 H-1497Reim-Sash Meet.Rail Keymark Alum ���---IIfIfI------11/21PNDO&Mffl 2 H•1836 I.I.Rail, xcl.S.R. Keymark Alum 1900 SW 44TH AVE. 3 H•iB36, Meet.Rail.Fxd. Keymark Alum I I OCALA,FLORIDA 34474 --1/16*' WWW:CWS.CC 4 H-6052 Sash Top/Bot..Rail Mikron PVC 211/16' 1118• ;39116' 21/8' H 1116' 5 -6048 Main 174;SH;w/Fin.;PVC Mlkron PVC 6 H-6050 Isash'Meet..RAiI;PVCMikron- PVC CORNER WELD $,100 PVC_ (ALL SIDES)ES) 7 K6051 Sash-Side Rail,PVC Mikron PVC j--, 1:8 HORZ.SLIDER 8 H-6049, Main'Fr„SH,w/FIg.,PVC Mikron PVC LPVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab ,Summit PVC FRAME FIN-6048 1 10, P-3033. Screen Spring,SS' Hurley 1,15116—y 1 3j16.y s io < 11 P-3113 ScrewSuppGrt PVC Team Plastic. Rubber r-23716' ! I 9118' g 4. 12 N 12 P•3218' Screen Frame Ailmetal RoIlForm 7, 40 c o ao 13 P�226 Screen Splme„155 Dia:.Blk. Dapa t s g 1 518 1� 1 S B` 15116' 14 P-4754 ScreenFramo Corner Key 'Allmetat Nylori .[� L I n 1116' wo } 1/16' �J 1116' L U -1/16' FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer.SM-5504 Schnee Silicone SCREWED TOGETHER WITH OUTERFRAME 16 P-3352 Set.Blk.,85 Dur.,1/8'x 51W x 2'Lg-. FrankLOwe Rubber PVC SASH MTG.RAIL-6050 PVC.SASH SIDERAIL-6051 PVC SASH TOP/BTM.RAIL•6052 PVC FIXED RAIL.COVER-0063 1:8 :LL F; ZO 17 P-3429 JWstp.,0,270 x.187 back FinSeal,Gr Ultmfab r N N 18 P-3539 A8 x W4'Square TEK:2 Zinc Fastenal Steel - 5�, y4• $'w Z W 19 P-4730 118 x 112”Truss'PH TEK 2.Zinc Fastenal Steel Q1.311s' T—rlT a W cc 20 P-3752 Cap Nyl Plug,112'Hole MSM on 1 151116.1 a -3783 or O 1 1116' w w 1/18' .I Q z� U 21 P-5250 Spring Lock,Impact,PVC IOIedOckSASHMTG:RAIL-1497 SASH REINF-1699 p 22 P-4779 Roller,Tandem M&M Nylon I 15116 ' 23 P-4051 #8 x 1 114 Ph FH3EK,Wht. Fastenal Steel Ing• 1'114• m¢ O -24 P-4069' Keeper,Impact,PVC Interlock. Ire 5 3/16' 314 gnvni Z '25 P-4479 its 'Nylon Lc', 4 p�`1 ADRE 26 P-4638 8 x 21/2 Ph Tmss.SMS Ajax Steel HEAD IMPACT HOOK•.1999; 1116• 1116' `�GP�'��GENS G�Qyy�, PLAN VIEW=1999 S.B.R./S:S.R•--1498 ROLLER TRACK-1776 27 P-4958 Rotary Lock Sullivan Zinc _Z No '56201 � -P 28 P-4952 Keeper,.Rotary Lock Sullivan Zinc 0 3/16' ' 29 P-4959 Wslp..'0.420 x.187 back RnSeal,GT Ulrafab O 1/4• F-718"1 "o ?SC 30 P-4633 Barrel Fastener Fastenal Steel I I '9 STATE OF .�� 31 S-1112 Reinforcement,Head Keymark_ Alum 6' �e 7l8 d1 911fi 32 S-1498 Reint.:S.B.R.1S.S.R,, Keymark Alum TSIB, ~36 PVCG EBEAD-6064' L 1116 <isS±Q�A"'EN���� 34 S-1776 Roller Track Keymark Alum 1/16' GLAZEBEAD•1112 35 S-1999 FrameHook,Head,impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112. 1N8'-i 3/g'- 15/16'+{ 4/1112015 36 S-2000 Panel Catch,Head,Impact Keymark Alum I I ;37 S-6005 Anti Lift Mikron PVC x3116' LUCAS A.TURNER;P.E. .38 S-6013 Som.Adapt.,w/Nib,PVC Mikron PVC L 3'—�i t'`�1rz 11166 FL PEW 58201 u PvenNTl•laFr-soar 1239JABARA,AVE'- ;PVC-SCREEN CATCH-6013 39 S-6014 Scm:Adapt.-,PVC Mikron PVC T NORTH'PORT,FL 34288 SCREW 40 5-6063 Fixed Rail Cofer Mikron PVC PH.941-380-1574 41 S-6064 I Glazing Bead Mikron PVC -5/16t� 1.1/8'-{ SHEET DES CAIPTI : 42 GLASS ISEE SHEET CARDINAL GLASS 39 BOM AND EXfRUSfONS' 43 Pudect Glaze"H',SfkaFlex 552 Henkel/Sika Silicone 1116' PVC SCREEN.SUPPORT-6014 DRAWN BY: DATE., ADE 101,10/13 Uwa N: V•: LINE ITEMS NOT USED: CWS-871 B 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS.OTHERWISE NOTED. SCALE: SHEET 1:2 3OF GOMM 121/2'MAX..O.G.(TYP. 42 - 1900 SW 44TH AVE. 3"(TYP.) 4.'MAX,(TYP.j. 8"MAX`O.C.(TYPJ OCALA.-FLORIDA.34474 '6-MAX.•(TYP.)' SEE NOTE I I I SEE'NOTE 2 NJWW.CWS!CC 3'(TYPJ 4-,MAX(TYP.). I 1 I . s'MAX(rYPJ • - ------ --- 8200 PVC INSTALLATION ( j :ANGHOR(TYP;) I 1 HORZ.-SLIDER'. I I INSTALLATION: ANCHOR(TYP.) IMPACT MAX O:C. (TYP;) 17' .N Q o O (TMP•) w < m z cs Z m F O I LL I I I I1 N�W.Z 7 1 1 I (� I Q Q W \V.—� W W acc a cc 0 0 v to _ a Ill. NCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) " m_¢ Z ,,`��y�PNDREw�TG,Q��ii `��Gp�:��GENSI�•, s N0 58201 :K�' NOTES: INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION:SILL ANCHOR SPACING SAME'AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD'BEARING SHIMS: MAX-ALLOWABLE.SHIM,STACK TO.BE.1/4":USE SHIMS WHERE'SPACE GREATER THAN 1/16"IS PRESENT.LOAD BEARING.SHIMS.SHALL,BE. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER..WOOD SHIMS ARE NOT ALLOWED. 4/1115 3.ANCHOR TYPEi SIZE,SPACING AND EMBEDMENT SHALL BE AS.SPECIFIED IN THESE DRAWINGS:SEE TABLE 1,SHEET.S. LUCASA:.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT'MATERIALOR-COATING:DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD-MUST FL PE#'58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA,AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR'MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS.SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS'LESS'THAN THE MINIMUM NORTH PORT,FL'34288 PH..941-380-1574 SPECIFIED IN TABLE 1.SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR GONCRET,E/CMU OPENINGS;.EMBEDMENT SHALL BE BEYOND WOOD.BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR'GROUT-FILLED CMU MAY INCLUDE BUT DO'NOT HEOURE 1X WOOD BUCKS BETWEEN THE P.RODUCTAND SUBSTRATE: NOTES INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF'1X BUCKS BETWEEN THE PRODUCT AND;SUBSTRATE. DRAW BY: 7.A MINIMUM CENTER TO-CENTER SPACING.SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR'MASONRY.I FOR.WOOD'AND METAL ADE 10/10/13: 8.WOOD OR MASONRY OPENINGS.BUCKS'AND BUCK FASTENERS-SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER.WINO LOADS TO THE STRUCTURE. DWG N. REV.:. :SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEETS. CONCRETE AND MASONRY,SUBSTRATES MAY NOT BE CRACKED: CWS-871 B- -SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS'FOLLOWING THE'CURRENTVERSION OF THE REFERENCE DOCUMENTS: ` SHEET FMA(AAMA 100(FIN W INDOWS),FMA(AAMA200(FLANGE WINDOWS),-FMAlWDMA 250(BOX WINDOWSj,FMAIAAMAfWDMA300(E)cTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT 'TYPICALHEAD.ANCHORAGE SEE TABLET SUBSTRATE - •SY,OTHERS WINOOW SYS . MIN.EpGE DIST: i/a•MAK SHIM SEE TABLEE I MIN..EDGE DIST, SUBSTRATE 1900 SW 44TH AVE. SEETA9CE1 SEE TAI SEE TABLE.1 •OCALA,FLORIDA 34474 SUBSTRATEI3YOTHERS - 714'MAKSNIM. WWW.CW$;CC SEE TABLE 1 'MIN.ECGE DIST. MIN.EMBEDMENT SEE TABLE I PERIMETERSEALANT SEE TABLE I' 8200 PVC BY INSTALLER INSTALLATION ANCHOR •HURZ.SLILIER. INSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT SEALANT BEHIND SEE TABLET IMPACT RANGE BY INSTALLER L 1/4"MAX.SHIM PERIMETER SEALANT o c PERIMETER SEALANT BYINSTALLER o o Ga BY INSTALLER LT�—INSIDE AND OUT INSIDE AND OUT 1NSTALLAMON ANCHOR p SEALANT BERND SEE TABLE i 177 4 0] WSTALLATIONANCHOR FLANGE BY INSTALLER 'SEALANT BEHIND' CD SEE TABLE I FIN BY INSTALLER ti Z ••..(' ,._HORIZONTALSECTION C HORIZONTAL SECTIONco N' 5, TYPICAL==-FIN�ANCHORAGE -a 5 TYPlGAL JAMB ANCHORAGE. HEAD.AND$ILL SIMILAR FOR FIN INSTALLATION N'w Z W Lu 9.0 K m w CC 714•MAKSHIM w SEALANT BEHIND FLANGE BY INSTALLERz Q ma PERIMETER SEALANT MIN:EMBEDMENT �aa0anlu�n�ir BY INSTALLER SEE TABLET ♦aaa Pp1ORE. INSIDE AND OUTVCc:•4\G NS •,� ��i ,�v� No 58201 SUBSTRATE.BYOT14ERSJ SEE TABLE 1 MIN.EDGE DIST: m-D a: SEE TABLE I 4'\,Ij TYPICAL SILL ANCHORAGE - ...... U y� 4/11/2015, TABLE 1:APPROVED INSTALLATION FASTENERS FRAME.TYPE SUBSTRATE TYPE' ANCHOR TYPE MIN:EMBEDMENT MIN.EDGE DIST: LUCAS A.TURNER,P.E. FL PE#'58201 FLANGE CONCRETE(2.0 KSI MIN,) 3/16"47W?APGON i-112 •1-178 1239 JABARA AVE. PERIMETER,SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(147P.CF MIN:) WIG ITW TAPCON 1" 2•. BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE 12.85 KSI MIN.) 3/16'ELCO ULTRACON 1• 1 INSIDE AND OUT PH".941+380-1574 p . HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED.CMU(ASTM C-90) 3116"ELCO.ULTRACON t-774" 2-1/2" \,5.j BOX FRAME INSTALLATION 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN (G=0.55) OR ELCO ULTRACON 1-318' 778' iNSTAtLATi(7N:DETAIL&: FLANGE .2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-316• X7/8- FLANGE REMOVAL NOTE:PARTIALLY,OR FULLY REMOVING THE FLANGE,, PRAWN e: DATE: 16 GAUGE(0.060^)MIN.STEEL STUD #10.16.HILTI KWIK-FLEXOR l'IW FULL THREAD' UP TO AND INCLUDING A'BOX-FRAME APPLICATION ISAGCEPTABLE'PROVIDED: FLANGE ff (33:KS1 YIELD MIN) TEKS SELF-ORILLING.SCREW THRU 0060' 7116' ADE 1.0!10/i3 1/8 ALUM.(606345 Mk)OR #10 GRADE_5 SELF-TAPPING/ FULL THREAD MIN:1WFILLET OF'CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED #: R FLANGE 7116' INSIDE AND OUT,FULL PERIMETER;BY INSTALLER. GUNS-871 B. 118"STEEL(33 KSI MIN•p DRILLING SCREW THRU V12S PRODUCT ANCHORAGE IS IN ACCORDANCE'WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(Ga0.55) #8 WOOD SCREW t-112" 1/2` SHOWN FOR FLANGE WINDOWS: ° ' SHEET 12 '5OTS URNER 123$)Jabara Ave. North Port,FL 34298 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#2:9779 .Evaluation Report-869B April 18,2015 Product- JDegcrlptiori: Series 8200 PVC Horizontal Slider Window,'Large Missile Impact(HVHZ), XOX 1.11'"x63"unit sizewith design pressures of+/-60 psf'(Fin or Flange window) Manufacturer Custom Window Systeftisj Inc. 1900.SW 40 Ave,Ocala,FL 34474- Statement of Qomolipilk.e:- This report-evaluates the above-listed product per the requirements of FAC PtoductApproval Rule Chapter 61G20-3.005(4). This product complies with,the requirements of the 51' Edition, I c .(20 14.)Florida Building Code including the High Velocity.Hurricane Zone, The product testing stand ardsperform ed are outlined below., Tec.huical Documentation: 1) This report,prepared by LucasA.Turner,.P.E.,.at 1139 Jabara Ave..,North Port,FL 1) Apprcival'drawi CW94608,signed sealed b Lucas A,Turner,.P.E. ng� - . - t . . ''. 11 y - I Test Reports NCTL-210-3887-3 -3A,-4,and 4A,by National Certified 'Testing Labota ories, Jona Orlando,FL,.signed wifftesting.perforffied: TAS 201,202,203 D ' .94,ASTM E.1:886 '04/06/09,and AAMA '02/04/05,ASTM E 1996 /W MACSA/ JOI/I.S.2/`A440 '08 4) Supplemental Calculations to support CWS-86013, signed and sealed by Lucas A.Ttlrner,'P.E. Installations Units mutt be installeda'd6ording wappT'oval.document CWS-869B., Linfitations of Use: This product: • May be used up to the sizes and daylight openings,indicated in CWS-869B • Achieves-design pfessures,-of+/-'60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • in the operable sash,requires Dupont Butacite PV13 Interlayer per Miami-Dade N.O.AA 3- 0129:271;and in-the Axed glass requires Dupont Sent.ryGlps Interlayer per Miami-Dade,'N.O.A. 11-0624.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02t 1 have evaluated the interlayer and framing materials pis in these!Dupont and QqAhex NOAs and find 0y comply with the th that they 6 requirements of 5A Ed.(2014)Florida Building Code for use in this . e product. Certification dIndependence: I do not have,nor do I intend to acquire,nor will!acquire,a financial interest in Custom Window Systems or.in a,ny company manufacturing or distributing products for which this report is-being issued. I do not have,nor do I intend to,acquire,nor will I acquire,a financial interest 'in any other,entity involved in the testing or approval process of this product. 1#0- ........... No 58201 4/18/2015 STATE 0 F :cc- :�u_- Lucas A.Turner,P., Z-P 0. 0. 0 R IV 4% FL PE 958201 Lpces A. Turner 2015-04-18 22:21-04:00 MIAMFODADE MIAMI-RADE couNTY PRODUCT CONTROL SECTION 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) MainL Florida I B175-2474 BOARD AND CODE ADM]UMTRA'TION-DIVISION- T(786)315-2590 F(786).315-2599 NOTICE OF ACCEPTANCE (NOA) www.rni2midhde.gov/e.tonomy Kuraray Americ'ajdc, 1206 Cmword Pike,Suite1100` Wilmington,DY 19803 SCOPE: This NOA is being issued underthe applicable,rulcs and regulations,governing the use.cif-construction.materials.The documentation submitted has been reviewed and accepted by Miami-Dade County UR.!Product Control Section to be used.in MiamiDadeCounry and other areas where allo*,e4 by the Authority'.Havftg Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below,The Miami-Dade County Product Control Section (In Miaini,Dade 6 Dade County) reserve the right to have this punty) and/or the,AH (in areas other than Miami g .. . 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 thouse of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade,County Product Control S66tidn'thid-t this produ6t%or material falls to meet the requirements of the applid'able building code: This prqduct is approved as described herein,and has been.designed to comply with the Florida Building Code, including,the High Velocity Hurricane Zone. DESCRIPTION: TOsifoll Ult.r.aclear,Clear lear and Color- PV.B GJAss I_nterlayprs APPROVAL DOCUMENT:Drawing No.G16--01,titled"Kuraray TrosifolO Ititerlayere',sheet I of 1, dated 10/10/2016,prepared by A!-Far6oq Corporation,signed-and sealed by Jav4o Ahmad,RK,bearing the Miami'=ljh&County Product Control revision,stamp With th&Not ice 4 Acceptfmce number arid'expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:. $ PVB,b)LaminatoLaminated lites under this Product Approval shall be,permanently marked in A corner of the glass with:;4)Tro"if6l 's identification mark an 0)MDCA, C ,standing.for"Mi4mi-Da- - r - I - County Approved,This marks shall be applied by the laminator producing the laminated glass. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in n 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 fhis 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#14-0714.01 And renews NOA#14-0916..10andconsist,ofthis page 1 and evidence pages E-1 and E-2,as well as tpproval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MIAMI-DADE COUNIYM NOA No. 16-1117.01 Expiration Date: July 8,2019 Approval Date: January 19,2017 Q/f 13 f�17 Page 1 Kuraray America,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUSNIITTED A. DRAWINGS i;. Drawing No.G16-01;titled"Kuraray Trosifol®Interiayers",sheet 1 of 1,dated 10/1012016,,prepared by A1-Faro64 Corporation, signed.and sealed by Javad Ahmad, P.E. B. TESTS "Submitted underNO_A #11=062.4:0.1" 'Test report SWidard Date Signature, 1. A2280-01-10-18 AST1Y!"D1929 03/29/1-1 Joseph A.Reed,P.E., 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph,A.Reed,P.E. 3. A2280.01-10-18 AST-MD 2843 03/29/11 Joseph A:Reed,"PX. 4. A2280.01-10-18 ASTM-G-155 .03/29/11 Joseph A.'Reed,P.E. 5.. A2280.01-10-18 ' ASTM G 158 03/29/11 Joseph A.Reed,P.E. "Submitted under#,NOA#09-0323.15" Laboratory Repbrt Test Date Signature: 6 ETC=08-1023-20266.1 ASTM D 635 '12/12/08- Joseph L.Doldan,P.E. 7. ETC-08-1023-20266.1 ASTM D1929 12/12/08 Joseph L.Doldan,P.E. '8 ETC-O8-1023-20266`:1 ASTM D 2843 -12/12/08 Joseph L.Doldan,P.E. . 9. ETC-08=1023-2026.6.1 ASTM C 158 12/12!08 Joseph L.Doldan,P.E. 10. ETC-08-1023=20266.1 ASTM C 158 12112/08 Joseph L. Roldan,P.E. "Submitted under#NOA #09-0323.16" Laboratory Report Test Date" Signature 11. ETC-08-1023-20267.1 ASTM D 635 09/.11"108 Joseph L.D.oldw,P:E. 12. ETC-08-1023-20267.1 ASTM D1929 09/11/08 Joseph L.Doldan,P.E. 13. ETC=08-1023-20267.1 ASTM D 2843 09/11/08 Joseph L.Doldan,P.E. 14. ETC-084023-20267.1 ASTM C 158 09/11/08 Joseph L.Doldan,P.E. 15. ETCr08-1023-20267.1 ASTM C 158 09/11/08 Joseph L. Doldan,P.E. C. CALCULATIONS 1: None: ,7 Carlos M.Utrern,P.E. Product Control Examiner NOA'No.16-1117..01 Expiration Date: July8,2019 Approval Date:" January 19,2017 E-1 Kuraray'America,be. NOTICE OF ACCEPTANCE.-EVIDENCE SUBMITTED D. QUAI:ITY ASSURANCE i. Miami-Dade Department of Regulatory,and Economic Resources(RER) E. MATERIAL.CERTIFICATIONS 1. None. F.. STATEMENTS 1 Staterhent letter of code conformance to the S."edition(2014)FOC and.of no financial interest.issued by Al-Farooq Corporation,, dated 11/14/2016;,signed and,sealed. by Jav1d Ahmad,P.E. `,'Submitted under NOA #44-0714.01" ,2. Statement letter of code conformance to 2010 and 50 edition(2014)FBC and no financial-interest,issued:by PTC Product Design Group,LLC,dated 06/24/2014,. 'signed and sealed by Robert J.Amoruso,P.E. '3. Distributor agreement dated 06123(2014: "Submitted under NOA #14-091610" 4. Statement letter of code conformance to 2010 and.the 51'edition(2014)FBC issued by. AI-Farooq-Corporation, dated 06/16/2415,signed and sealed by JaVad Ahmad,P.E. 5. Purcbase- agreement between E.I. .DuPont De Nemours and' Co. and Kuraray Co.,, LTD.,dated May 22,2014. t r 1 f orl3� °17 Carlos M.Utrera,P.E. Product Control Examiner NOA No.16-1117.01 Expiration Date: July S,2019 Approval Date: January 19,2017 E-2 f i Kurar-ay. Trosifol Ultraclear, Clear and Colors -Glass Interlayers PRODUCT DESCRIPTION: MANUFACTURED- BY.: KURARAY AMERICA INC., PVB DIVISION } A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. IA BI A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: A---MIN. 1/8" (3:0 mm) ANNEALED GLASS B — MIN. .0j0 (.76 mrn) }CURARAY TROSIFOLV INTERLAYERS (ULTRACLEAR, CLEAR OR. COLORS) , A — MIN. 1/8" (3.0 mm ANNEALED ;GLASS MATERIAL PROPERTIES SUMMARY Ku aray Trosifol® Ultraclear; Clear aridColors' Glass Interlayers TEST. DESCRIPTION TEST METHOD TEST RESULT RANGE2 E FBC` CRITERIA SELF/FLASH IGNITION. (F) ASTM D.1929 769 TO 788 >650 SMOKE.DENSITY ASTM,2843 7.2 TO .10.2 <75 T BURN. RATE (INCHES PER, MINUTE) ASTM P535 0'' <2.5 XENON WEATHERING" ASTM `0158 r =7.5% TO 8.57.5 f10% Table Notes 11ternate/For-mer Names: 1: Colors include but are not limited to the following: I TrosifoONT Glass Interlayer 7rosifole Rod (23%)6 Trosifo}®Bronze (3506 Kuraroy ButacitaO PVB:Glass Interloyer Tioai('Light Green (6ix)6 Trosifoil&Medium Bronze'(559:)6 TrdsifolO Sky Blue (49%)6 Trosifol'Light Brown:W%)6 Trosifol'Medlum Blue•(46%)o TrosirclO Medium Brawn (24%)e Trosifolp millet (317)6 Trosifol. Grey (459.)6 Trosifol®Shining White (9%)6 TrosilolOAsahl Grey (427)° TrosifolL�J•Sond White (69%)6 Trosilol0 Solar Grey (44X)6 Trosifol®White Tronslucerit (657,.)6 Trosifol®Oceun Blue (73%)6 Trosifol0 Light Blue=Green (717)8 2. Ranges shown envelope,results from all .product testing. 3. Flame did not reach refemnee mark. 4. Weathering as per the Florio. Building Code. 5. Percent difference betweon control and weathered specimens as per FBC 2614. 6. Light transmittance percentage. PRODUCT REVISED Note: as.compng with the Florida KURARAY TROSOFIL®ULTRACLFAR, CLEAR AND COLORS GLASS INTERLAYERS 6uIICHng�ode CAN BE USED INTERCHANGABLY.- NOAL-No. 16-1117.01 THIS,IS A, COMPONENT APPROVAL AND DOES NOT INCLUDE AN'EVALUATION (Expiration. 007/08/2019 OF STRUCTURAL PERFORMANCE OF THIS'COMPONENT. SYSTEMS INCORPORATING"7HIs COMPONENT SHALL APPLY FOR A NOA TO THE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION AND SHALL. SUBMIT 13vii TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE Mlam a Product Control SYSTEM •USING THIS C6MPONENT WILL RESIST THE LOADS ACCORDING TO ���' E CHAPTER 16 OF THE FLORIDA BLDG. CODE, 4 A Oq CORPORATION Kuraray Trosifol Interlayers rewstons: drawing no. i7 C� no o eacn'T on mawmes a,r�aouuaroEvELorinrr+T G16-01 9860 SUNSEPDRNE:86RE 22o Kuraray Americo, Iha, PVB QiYisioh, A+1.16.17 LICHT% 'Q- L._ REVISED mtr. is-lo-ia �CORIDp:•� �• Ci MIAMI,"IDA 331-73 (aArY. a39e) 2200 Concord Me, Suite I �_ i TFllsos)�eaeioo FAX(305)26183I6 Wilmington, DE.1. •'•••• �` i - - --- CtA7ING G1tl-01 IEL ($34)278-4655 FAX shod 1 of 1 r))rf lilItttt` I I MAM MIAMI-DARE COUNTY PRODUCT'CONTROL SE'CT'ION' 11805 SGV 26 SireetRoom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)115-2599 NOTICE OF ACCEPTANCE.(NOA) www.miamidade.aim/economv Quanex Building Products,Inc. 10348 ixih Avenue North Kent,WA,9$032` SCOPE: This NOA is being issued under the: applicable rules and regulations governing the use. of construction materials. The documentation.submitted:has been'reviewed and:accepted by.Mianii Dade- County RER- Product.Control Section to be used in Miami Dade.County and other areas where.allowed.by the Authority Having Jurisdiction -AHJ): This NOA shall not be valid after the expiration date stated below:The IvEami-Dade County-Product Control Section(In Miami Dade County),andfor the AHJ(in i.reas other than Miami Da:&'County)reserve the right. to have this product or material tested,for.quality assurancepurposes .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'sueh product or material within their"jurisdiction. RER reserves the right'to revoke 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. it DESCRIPTION:The approved'White Rigid PVC Exterior Extrusions for Windows and Doors are to be, produced by Extruders Licensees in"HAMA Certification Programs'for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216)1-10154 33-0060, 1-20.131-13-0000 or 1-40131-13 and the following properties. Description. Test Properties Rate of Buming ASTM D635 Class CC 1 Self-Ignition temperature ASTM D1929 925°F>65.0°F P Average Smoke Density-Rating ASTM D2843 43 <75 Flame Spread Index ASTM E84 26.2<75 i Tensile Strength(Difference:`*Exposed&Unexposed) ASTM D638 4.98,%< 10% *Exposed per Section 2614 of The Florida Building Code. I MISSILE IMPACT RATING:None i This NOA'renews NOA#12-1019.02 and consists of pages 1 and 2,as well as evidence page E-1. � The submitted docuinentation was reviewed by Carlos M.Utrera,P.E. NOA No: 17-0206.10 r MAMMADECOUNTYM Q3/ZZ1�.17 Expiration Date:December 26,2022 l( Approval Date:Marc_h 30,2017 Page 1 t MIAM E MIAMI DADE COUNTY- PRODUCT CONTROL SECTION 11805;S.W 26 Street,Room 208' DEPARTMENT OF REGUI ATORY AND ECONOMIC RESOURCES(RE1R). Miami,Florida.33175=2474 BOARD AND CODE ADMINISTRATION'DIVISION T(786)315-2590 F(786)°315-2599 NOTICE.OF ACCEPTANCE (NOA)_ www.m1nmidad&g2X1econom1 Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 LDWATION This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to,Dade County Product.Control;showing that the systems using this PVC Extrusion will resist,the loads according to Chapter 16.of the F.B.C.,in order to. issue,a specific product approval foi the system. LABELING:Each carton containing certified extrusions shall ble labeled with the AAMA.PVC.Extrusion Certification Label with the extruder name,city,,state and"%DCA".In addition,(a)'each Certified Extrusion shall be labeled every.4 ft or less on the underside with the Extruder Code and"MDCA'"'.or(b)- each finished,product assembly shall''be labeled with a permanent label and/or stamp with the Extruder Code and"MCA": 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. A DVERTLSEMENT: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. NOA No:17-0206.10 �u►rq�orwecourmr Expiration Date:December 26;2022 Approval Date:March 30,2017 Page 2 Ouanm Building Products,Inc. NOTICE-OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted under HAMA Master File#98-0036" 1. Tegt_report on Rate of Burning,'Ignition Temperature;Density of Smoke;Surface fuming Characteristics,Accelerated Weathering and-Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-26440910,,dated 04/21/1998,signed and sealed:byJ. L.Doldan,P'E. C. CALCULATION 1. None D. QUALITY ASSURANCE I. Miami-Dade De Win ' of`Regulatory.and Economic Resources (RER) E. MATERIAL CERTIFICATION "Submitted under AAMA Master File#.72-103 7" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAIMTA 109-11). 2. Voluntary•Specification for Rigid Polyvinyl Chloride(PVC).Exterior Profiles(AMNIA 303- 08). F. STA.TEMENTS.'`Submittedunder AAMAMaster File_#15-0333" 1. Statement letter of code conformance to the 5'edition(2014)FBC issued by Turner Engineering&Consulting,Inc.;dated 02/19/2015,signed and signed by Lucas A.Turner, RE: 2: Standards'equivalency report issued by Turner Engineering&Consulting,Inc.,dated 02/19/2015,signed and signed by Lucas,A.Turner,P.E. "Subndited underAAMA Master.File#12-1037" 3. No financial interest'issued by Turner Engineering.&Consulting;lnc:,dated 04/25/2012, signed and signed by Lucas A.Turner,P.E. G. OTHERS 1. Manufacturer's acknowledgement letter issued by Quanex Building Products,Inc., dated 01/20/201`7 and signed by'Douglas W.Allen. 2. Association release letter issued by American Architectural Manufacturers Association,dated 01/24/2017 and signed by John O.Smith. `Submitted under NOA#12-1017.0211 3. Letter stating that Mikron Industries,Inc.is.a wholly owned subsidiary of Quanex Building Products, Inc., dated 10/10/2012 and.,signed by David C Gadd: Carlos k Utrera,P.E. Product Control Examiner NOA Na:17-0206.10 ' Expiration Date:December 26;2022 { Approval Date:March 3U,2011 E-1 flf Nit N, MIAMI-MADE MIAMI DARE COUNW • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY,AND ECONQAHC RESOURCES(RER) 1.1805 SW 26,5treet,Rabm 208; BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTAN + �A wwtv.miamidade:Qov/econ'omv Lawson.Industries,`Inc: 8501 NW 90 Street Medley,,FL 33166 COPE: This NOA is being issued under the. applicable;rules:and .regulations;'governing the use of construction materials. The documentation submitted has been,reviewed.and accepted.by Miami-Dade.County.RER Product Control Section to be used in Miami Dade..Couniy and-other areas where allowed by-the Authority Having,Jurisdiction,(AHJ). This NOA shall not be valid aft6k the expi ation.date stated below.The Miami-Dade 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 fested,for quality assurance purposes: If this-,:product or material:fails to perform in-the accepted marine r, the manufacturer-will incur the expense of such testing and the AH7,-may immediately.revoka;°modify, or suspend the use of such product or material witlim their jurisdiction :. RER reserves #he:right to:revoke;this;acceptance, if 1it is determined-by._Miami Dade County Product Control Section,that this product or material fails'to meet the.requireinerits of the applicable building code.. This product-is approved as-described herein, and has been.designed'to.comply.with the Florida Building Code.-Code. the'l-1 ,Velocity'Hurrican : - DESCRTPTION Cti'- " " 'ded Alumuium'TubelVlullion;w/and tivio Steel Reinforcement—La1'LL� APPROVAL D'O.CUMENT: Drawing No.1LAW-ML•-1001, titled''•Aluminum Tube Mullions :s eets 1 through 10 of 1o; dated 04/27/10 with revision. C dated 02/16/17, prepared by manufacturer,,signed and sealed by Tlioinas J: Sotos;'P E,adaring'the Miami_Dade County Product-Conirol Revision stamp with the. Notice.of Acceptance number and.expiration,date by the Miami-Dade.County Product Control'Section. ISS1tLE ACT TINGi Large and SmalI:lVlissile Impact"Resistan LABELING: Each unit shall bear a permanent labelwith the manufacturer's name or logo, city, state, series, and.following statement: 'Miami-Dade County Product Control Approved", unless otherwise rioted. 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_ TERMINA,T)<ON 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",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,Hien 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 and renews NOA No.14-0908.08 and consists of this,page land evidence pages E-1, (' E-2 and 13-3,as well as,approval document mentioned above. The submitted'documentation was reviewed by.Manuel Perez,P.E. NOA No.17 0222.13 M LMMDECOUN7Y Q'1 7) l,� Expiration Date: May 30,,2018 Approval Date; Apn113,2017 i .Page I ,r 5 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED. A. DRAWINGS L ;Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 951212.09) 2. Drawing No.LAW-1V L4001,titled"Aluminum Tube Mullions",sheets 1 through 10 of 1.0,dated 04/27/10,with revision C dated 02/16%17,prepared by Manufacturer, signed and sealed by Thomas J:Sotos,P:$. B. TESTS 1; Tensile Test report on 0..1 V-thickvall aluminum tube mullion;prepared by Hurricane -Engineering&:Testing,Inc.,Test Report No.HETI-02-T071,-dated 09116/02,tested per ASTM E8j signed and sealed by Rafael E. Droz"Seda,P.E. (Submitted.under NOA-No: 02-0501.05) 2.. Test report on 1).Uniform Static.Air Pressure Test,Loading per FBC,TAS.202-94' along%with marked-up drawings and installation diagram of 120" span aluminum tube mullions with 64 .x 4.5 steel channel reinforcement; prepared .by Hurricane Engineering &Testing, Inc.,Test Report No-EMU-02-1714i dated'08/27/.02 signed. and sealed by Rafael E. Droz-Seda,.P.E: (Submitted"under-NOA No. 02-0501.05) 3. Test reports on:1)LargeMissileZmpact.Test per FBC, TAS:20194. 2).Cyclic Wind Pressure Loading per FBC,TAS.203-94 along with marked-up drawings and installation diagram,of 120' span aluminum tube mullion with C4 x 4.5 steel:channel reinforcement,prepared by Hurricane Engineering ° & Testing,kc., Test Report No. $ETI42--1716, hated. 8/27/02, signed and sealed.by Rafael E.Droz-Seda,P.E. (Submitted under NOA No..02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94. 2)Cyclic Wind Pressure Loading-per FBC,TAS 203=94 j .along with marked-up drav►*ings and installation diagram of an aluminum sliding glass, door,,prepared by Hurricane Engineering&Testing,Inc.,'Test Report No. HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass k door,.prepared by Hurricane.Engineering&Testing;Inc.,Test Report No. HETI-02-1717,dated 09/27/0'signed andsealed by Rafael E:Droz-Seda,P.E. h (Submitted under NOA.No. 02-0501.05) r t ani erez,P.E. Product CoxqqYF=xn1ner NOA No.17-0222:13 ! Expiration Date: May 30;2018 Approval Date: April 13,2017 ° E-1 E Lawson Indastries,Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED B. TESTS(coTrT-NuED) 6: Test report,on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up.drawings and installation diagram of an aluininum sliding glass door,prepared.by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376, dated 01131/96i signed and sealed by-Giibert'Diamond,RE. (Submitted under.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 w th:a 90"span mullion and;a 45"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,Damond,P.E. (Submitted under NDA No. 95-1212:09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis;'complying with FBC-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 under,NOA No. 12'.0127.07) D, QUALITY ASSURANCE 1. Mami=Dade._Department;of Regulatory and Economic Resources(RER): E. MATERIAL CERTIFICATIONS i 1. None. F. STATEMENTS 1. Statement'letter of conformance;complying with the FBC 511 Edition (2014),dated February 17,2017,issued,signed and,sealed.by Thomas J.Sotos,P.E. 2. Statement letter of`no financial interest, dated•05/20/12, issued, signed and sealed by > Thomas J.Sotos,P.E. (Submitted under NOA No. 12-012.7.07) 3: Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI -02=1718, dated 8/27/02 and HETI-02 4071, dated. 09/16/02, R all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda,RE. i (Submh'Yed under NOA No. 02-0SO.I.05) f si Mame ,P.E. Product Conf 1 E miner ` NOA Na -0222.13 Expiration Date: May 30,2018 ATiproval Date: April 13,2017 E-2 6 Lawson,Indnstries,Inc. NOTICE-OF ACCEPTANCE: EVIDENCE SUBMITTED i i F. STATEMENTS(conl=ED) 4 Laboratory compliance letter for Test. Reports No. FTL-1376, dated 01/31/96, and FTI4383. , dated 02/13/96, both issued by Fenestration 'Testing Laboratory; Inc.; signed and sealed by Gilbert Diamond,P.E. (Submitted under MA.N& 0.2-0501.05) 5. Letter from manufacturer .requesting a 1-year extension to. allow time to perform verification test,.dated 04/0.7/17,signed b Nelson,Erazo. G., OTHERS L Notice of Acceptance No. 14=0908:08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — LM.I. approved on 11%06/14 and expiring bn 05M/17- 2. One yearapproval;_subjected to successful verification test. P , w I c h Man ercz,P.E. Product Co ro' xaminer NOA :17-0222.13 Expiratiou Date: May 30,.2018 i Approval Date: April 13,2017 E-3 r THESE MULLIONS ARE:rRATEO FOR LARGE MISSILE'IMPACT; y AND.CAN BE USED''WITH'ALL LAWSON'S<'MIAMI-DARE C �' ANCHORfCUP :ANC!{OR%CLlP COUNTY APPROVED IMPACT AND NON-IMPACT'PRODUCTS, o GLAZING HORIZONTAL MULUO.N. e ° RECTANGULAR ALUMINUM TUBE'MULLIONS a t� PRODUCT 3 0 ANCHOR/CLIP HORIZONTAL MULLION {{ GLAZING' �$1 LNG'MULLION PROPER71E5'QN{Y n mi 3, 31 PRODUCT 3 Q o .._ : GENERAL NOTES t � c z `'..THIS PROW& HAS 6EEN-DESIGNED.TO COMPLY WRN;THE 3. • .. q- 3 REOUIREMENTS`OF THE.+20144LORIDA BNLD*G'CDDE;5M.EDTTION'RICtU01NG Z y: !• r» S ,.: '•-. ,•�" :''? �:.r RICH VELOCITY HURRICANE.ZONE',(HVHZ}: VERTICAL YERTIeAL 8 z.ALL.GLnia c PRobecTs usED•wffH'FHEsE muLuous musr.MEEi'THr, s:+o+-z MULLION MULLION AT?PLICABLE FLORIDA BLDG-CODE,REQUIREMENTS,I.E.NAND,LOAD.WATER a�1'.a � � c7 ti -} # INFILTRATIOW'FORCEO•ENTRi RES,ISTANCE,..SAFEGUARDS,ETC: - '"� It '9,jiULUONS:ARE:APPRMD FOR IMPACT AND NON-IMPACT APPLICATIONS; c4 IINCLUOING�WINOOWS DOORS OR'.'COMBINATIONS AIAi BE'INLLEO. 154 ' GLAZING- GLAZING,' GU3ZiNG a�d tz- GLAZING 3 F O 3. 4.,WOOD:BUCKS,Bi OTHERS.,MUS 1;BE ANCHORED PROPERLY•TO:TRANSFER v; � PRODUCT' PRODUCT PRODUCT m PRODUCT E: 3 - LOADS.TO-THE'STRUCTURE • S,',MCHORS:.SHALL BE AS"USTE0;,SPACED A$SFIOgN ON bETAII,S;,ANCHOR$ +� ;. EMBEOMvaT TO.BA5E""RVA.SHALL BE,BLYOND'RALL`DRESSING OR"STUCCO. �{ E ANCHOR/CLI B: 11 ANCHORING OR.LOADING CONOITlCNS N07 SHOWN;M;THESE DETAILS a =�Z+ � - - ARE N07 PARt:OF-THIS�APPROVAL ? w'�3;t.•'. IDAD',DURA110N WCttEASE N ALLOW#BLE STRESS IS USED IN DESIGN'OF j ' o WCIaD.ANCHORS ONLY. B.MATERks INCLUDwG-.BUT NOT-LIMITED,TO STEEL OR METAL SCREWS; 111 WT W2 W.3'- '114AT CONE.iNTO'COliTACTWNTT'OT11ER OISSIMILAR MA7ERMLS`5HALL MEET I ,;s MULLION SPAN 'THE;REOUIREMENTS OF,.THE 201i FLOR10A•BLDGi COD SECTION 2003.8.4. MULLION SPAN - WIDTH (W =t Wt+W2 + W3 MULLION_& CLIi3 NO ES, " 1,. FOR'MULLIONS-WITHOUT REINFORCEMENT REFER TO SHEET o 2 OF 10'FOR;DETAILS'AND NOTES.. ANCHOR/CLIP ANCHOR/CLIP- REFER.TO SHEET 3 OF 10 FOR MAX 'iAUtt.OESIGN:PRESSUR� CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL'REINFORCEMENT REFER TOF. SHEET ~ 4,9F 10`FOR DETAILS ANO NOTES. Cg - • REFER TO.SHEET 5 OF 10 FOR' MAX MULL DESIGN PRESSURE:CH ARTS s .,. RODUCT, 3. I FOR CLIP TYPES AND ANCHOR CONDITIONS REFER 70 SHEETS ` VERTICAL s ti # 6 B.& 9 {?F'10 FOR'OE AILS ANQ -NOTES'.- 7, MULLION; + REFER T0,SHEET 10-0F 1 O`FOR MAX;,ANCHOR DESIGN PRESSURE CHART$ GLAZING GLAZING: 0, U� PRODUCT PRODUCT'' w°I GLAZING GLAZING' II r PRODUCT' PRODUCT o 3 3H a .VERTICAL. ' ; ANCHOR/CLI MULLION r ANCHOR/CLIP: : G7 �{ vim"•- tlri„�..,,. 'NlH, W2 WT `^:._ WZ ^ROTXIGT;ItfiVTSED 'yam 4s N:, TS C .W MULLION SPAN.. ovOdhg'TCcEe 1 «XX 2 .. ., � ■ co ce iVi + W2' W7 +W2� E-POibn DGe 8 _c ..tl'1 WIDTH' (W} c 2 WIDTH (W,) = 2 M u-eeFiee o y TYP L MULLION ARRANGEMENTS 0 10 .156 TYP. 3.000 tsma A52 M.DIo �3. �� 'S •4=0 1.732. - '...125 '4.000 '.113 �' 13MIT 3052 '2A62 F— • SOW ft `2 JC.4 .TYP 1.73Z WNDO ,FR11ME- MVI LLOV: -2k matjokrlF j 7�- •'.. �' c 606}_T6 �le6rljjI .I96'T t02 I(` 1.tl� ts6J Al@jr a •, M=1.062 2',".: - f 1'•yk62-+ w8D - ID62 a . 'NOTCH :. 'I.".. bACD 2 )(,6 T.X'.4 :1 .3 1 X•3 / X'2, 1,X'Q �' 1At •S. OPnOtUL [T STO TUBE "GUSTOI.t MULIOtJ "I thtginAl li'l ON. CUSTOM'tfijLLION ,Cyrt'fCM IOM 9003-TO 6:63-T6• 463-T6 Ixx 2.070 in" 1 1,000 in, Ixx: 6.956 in Ixx 6.370 int' Ixx:0:330 o ( Sxx: I.035 in3 xx:0,657 in3j .Sxx: 0833-"k Sxx-0.370 n�• Sxx:0.330 in' y $$$$ ,, - "o (EtANCE FRAIAE) (F1N;FRAME) 'CFUNt�FWJME). CiIN`FRAME): CFSMICE,FRANE) �� c .. �, .• STANDARD WOUTAR SINGES =%b yt?y1CT% 2.000 canpt)tiaB whllfieFltlTEda Trp.wAlt.,'.:11sr ALL Oaxlgtk�; • 'S ' Ie AZLOY-65763-T6' � �:":123 �yMy yya ��� �• Oi. PvAtien Elate ;.8 Zk- ., . .750 TYPICAL .O1.AZtNG•PROp7CT' A21' LOOo -F�--�2D00� Delia PloMp :� t5 ' I 'lADii Z` Q .: `.2D00 .125 2.250 ...125. .li &000. LlL_J_tX MULLION CIJR 2.000 s0ai, iaaD - ' m 6063-T6 / X'4' 1:X_3 '1'X'2 MULLIONS CONTAINING BE M.Ui i IDN sTD. rUm uul-UON; moo, 18 M )oN W N t t'.�. SO63-T6 _. _ 6063-T4 60b3-T6 TYPICAL`OLAZING P90DUCTS rims+ 2 xi 6 . a 4 v - -;2 X.4 ;IxK: 2070'in. Ixx"•.0.950'in." Ixxi'.0330'in. Op T,ONAL HORIZONTAL `OR 'VERTICA„S t. - $xxc t,035.FAs Sxti.0.633+n Sxx:0.330,in3 $ D. n7eF uS:L ' yT06E M4!)LtoN i rS " a o SEE WIe1DOW. a OR OOONrAPPRDVAt FOR q ,w -T6' SO60rT6 L' ASTFA'ERS A2ES.AFO,SPACOJO u Ixx6063 8.280.in, Ikx:.2:980.inj� � �, I Sxx 2:Z6D;ti Sxx:-T:440'in3 ,z 3 r L ti. CLIP LENGTH REGTANGULARALUMINUM TUB MULLIONS INSTRUCTIONS USING MULLION PROPERTIES+ ONLY. o ' M nULL L. ,USE CHARISitri66NAPN5,As'EoWoAs, THESE MULUONS'ARE RA'tED'FOR LARGE`MISSILE'IMPACT �s�lt*�,� � 1'X'2`' (.688', AND CAN BE USED`WITH ALL LAWSON'S,MIAMI-DADS •••••�••••.N� __fEP t"OETENMti DEVON too:REOUFtEO EOR<PARitCU AR-OPEHNO. ;�y��a•' Imo.. 1 X.3 2,688, COUNTY,APPROVED''IMPACT AND,NON-IMPACT PRODUCTS, : O��,kt ds b� � �SS�:USE:APPROVED CLAM PRDOUCM MIXTIN0•ABOVE.LOAD'. qy �pp,l NOTCH t X,4 3b$$•' REOUREMENTS. 1SfY1 OPTIONAL 2•X,4 3.68$• T PPCR.Ca CT10N TO YUIJON/S..Pl7R.PRQ7UCT NOTES. I2su7N. 2 X 6 $686• STEP spEc"uA7BuuwWm spAmo: 1. REFER TO THE"GENERAL'NOTE50N Si4EET' POW - onND.'>nums Dee-SHEET 3.oF..tc'SEt[cT in7�uDN`Sli[; :t OF 10'FOR BUIt.DtNO.C00E,COMPLIANCE: 1 Alit"CLIPS AND ANGLES'ARE TO,FIT -STEP 5 WI1H pEyON`RAnNO YORE'ToAN•DESION SOAD'SPECtnEO - 2c 1:1ULUDNS MAY BE OR7ENTEa VERTICALLY OR R'Y' - .• 2N WHERE ANGLES ARE NOT FIT"SNUG USING'ANCHOR IYPES ON:IEEE"6 nat0.9"ANV,ANCHOR CHARTS F.ORtZOYTALLY a !+_NAL£-C1JE INTO TUBE MULLIONS;-SEE.OPTIONAL CTP 6'oN:WEFT g SELECT ANCHOR"TTPE TNTN OESGN'RAnNC 3,.REFER TG SHEET 1 OF 10 FOR TYPICAL MULLION +Elio N to =2AOD—=� 6D63-r6 ANCHOR'DETAIL+A7 SHEET 9 OF•10. i+Or1C ICT nIE.0E5K,N"LQABS:SPECETEOOESI N t ABOVE. ARRANGEi+t_NTS;OR.STACK CONFIGURATIONS! t,`to I,i4 io ic 0 Zo m0 z, W,i.�J` a Lo w b. 019 Y, 0�J 44 .66 bs w;m Q 6 1-61 a 0 d Go 11�—:, b �j b Cf � �I*�; MULUON SPAN 5411 0 b, Vb b k.b bb I. X p ppppw,gp,ppp ppppg 0 p p popo moa0000 -000 0000 6 0 do 000 =i; VI;401= 18zk F.1;�-i I A;A iA p p P) i.A p 9 p x us to iA V; '4 9 vp Pa ko�PQ CO3 cc ;al;31 it!SICe1�5'm�n�8',g'19,I I +V, Ulm ISISIS161f MISIS IT I& InIlgl- w2 wi 44 ta 0 It OZ Z Mia b)i ia to j r tJ ip,aDrj mN Gj In L :N 0) rn(A T PITIZ11;3 t isl@181:1?�g �4 i&K)b2 14 m b)U'4 b kn m�p-b F4 u b) w �N ;n 6 Q 0 1.�0 b b i4 i%4 b, rn • X w 0 p V) t% . �IB Id t E191:1 SI-0 t x ,r 3n. Alm!q id;.j m th W is bo t4 1�1 i,3 p�01 Olt'' HIS O a) rr) p p t I 1.1i P tltQ i, -:4 til A g k g,R x �L b) b O .2 o do 0 rn A ft s!no ;j;j 19 PIP&h�i 8 80 Fr oH, ;F�ml I I I I I I I I I I CD bo k:1 V to ab 0 N Cn f- E: X o PRO 0 GINERR to c)�j in in:�j�4:m b i�L�Ln 10 �P-px dfi*-�Inv- In ia rpci 11 ct.Alle tits sh-1 8501 NW. 90 ST! L A WSON MEDLEY, FLO 0 55225to,the FBC-ali RICA 33166 --ym 1, - c1fT150-:3 MS.I x 6� FBC 5th E&V-(2014) PH No. (�05) 696-8660 Cr Com TFE OF MANUFACTURER OF QU,MfY ALUMINUM *[NDqWS AND CLASS DOORS sw _4 X,eftia 0 tZ7110 ALUMINUM TUBE 'MULLIONS ID N.LWO UNRE&ORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL N(YrES DA�c c LAW-ML-i061 :3 OF 10 1690 y, axs �fA00 A62 .688. 37Z IADO. _ L500 y w i .196.TYP, :125 j{j o O 2 3 00 TTI IA _-_ A= � 379 1.732 ��� tbts7 ,b 4AC0 3Do0. 1000 3.062 �� W 2-X 4 +a003b25 3�0 2.658 3TYPICAL w TTI = SID, TUB W.'tIDOW FREAK � Z�'_ I ,Z clf�f `�� a SOD Fy 2X MUL t'JN tP ,J— - I-_6WO�) m 2 0_ 9r = + y W•= ` O 6063-T6 . ca IBB��.102'^ .176 I .102. 1, X.3 1.78Q .""'l 2 � 6:00a� , aasz ) k 4 1�? STD.-TU9_ ULLION t X 3 o = w• OPTONL.'.' �• .MULLIDN 1, X,4 STD: TUBE�MULUON t'X 33'T6 CU$jOM M[7LLION W s 's / .1ClSTQM_M IC�tI6N soap-Ts W'w \l sosy-rs 60&3-T6 GUS7gM�y1lL0y ca 5 a a 6063 TB A Ixx: 2.168 Ina. Ixx: 2.219'm'", e L z Ixx: 4,709 in, Ixx: 4'.704 in: Ixx 2168 in. 3 � o I Sxx: 2.355 ink Sxx: 2.355 ink Sxz 1.445 iil�' .Sidi:'1.445 in. •.n.A Sxx: 1:479 �Z. 2.aaov: (ITANCE FRAME) (FlANCE FRAME) (FIN'FRAME) q o. STANDARD'NBULAR 54AVES TYPi_WALL-.725"ALL O )' AU.Dr 6063-t6 .780 TYPICAL. - W 1 GLAZING PRODUCT —i teo 2Aoc N a •it 2000 a2$ i' 4,101 � H 6.007 1'2012!O.C. aaa0 .725 P iX MULLION CUP 3.000 ...DOD 3625 UGN2 m ., -MULS C NtAININ b t ?' TYPICAL GLAZING PRODUC7S LOPTONLHNOTCA HORIZONTAL OR VERTICAL >nw,1 Aj.J31$ C u a SEE WINDOW OR DOOR APPROVAL FOR 2 X'6 7. X 4 F-, n1 D'R° + - c '• FlLSTFNER$s+2E5 AND$PAC7NO STD. TUBE MULLIE) STO, TUBE MULLION - F •`� 1x3 u o 6063-T6 .6063-T6 1,TI�p; 4TOOPL< 'g g, 8 ix3ca9,648 ;n iixx: 7:644 tfn: CLIP LENGTH Sxx: 6:5'49 ink Sxx: 3.825 ms' 'K LRECLANQULAR &UM1NUM TUBE MULUQN5- E MULL' ^y« INSTRUCTIONS: USING 4jLLION'PROPERTIES'ONLY TpinitryA USE CHARTS ANO.GRAPHS-AS FOLLOIAS. +551 11 y1 ", 1. X 2 1.688' rAND, SE MULUGNS ARE RATED FOR LARGE MISSILE IMPACT Q��w.............M�' STEP 1 DETER-NE DESIGN LOAD REOWED FOR PARRCULAR.OPM..TIO, CAN BE USED WITH ALL LAWSON'S MIAMI-OADE � •I X 3 2.689` 3.Qti. w ...INOTCH i X'4 3,688' G P . maaGtA2 AT PRDDu01s wELTwc AsatiE La+O NTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o ;y N O p OPTlONa101 2:X'4 3.686' .STEP USE APPROVAL. N To w CONNECTION AS PER PRODUCT NOTE •3• .,. to h T. F 2•X fi 5.688' STEP 4$PEOFr 4Ax11nm s1mA sou3Nc, 1:REFER'TO THE GENERAL NOTES ON=SHEET 4 1.v p � Q•O 2.oaa USING CHARTS ON SHEET.5 OF)D'SEZECT'MALIMSM 2 OF 10 FOR-BUILDING CODE,COI;APLtANCE. 1.ALL CUPS AND.ANGLES ARE TO FIT `0ZPe_.5 NRH.DEs+cN RAtur.woRc now DE54H LOAD.SPECIFIED 2. MULUGNS•MAY,BE ORIENTED.VERTICALLY OR r CO SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE" +�-.�,+''•. 1 -ANGLE CUP -2:WHERE ANGLES ARE NOT FIT SNUG USING ANCKWf iYPE9,ON"SHEET'6 TRRU s'AHD-ANCHOR CHARTS t40R120NTALCY:. 6063-T6 INTO TUBE MULUGNS, SEE OPTIONAL- STEP 6ONISHEET S.SELECT ANCHOR TYPE NTTH..CESIGH RATING 3. REFER TO SHEET 1 OF 10FOR TYPICA). MULLION 4404 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN.THE DESIGN LOADS SFSCIFVO INSTEP I ABOVE ARRANGEMENTS 'CR STACK CONFIGURATIONS. D' STEEL REINFORCED TUBE MULLIONS STEELREINF ORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w) MULL'SPAN- I x 3 1 X 4- 2 X 4 2 X 6 Width)l MULL SPAN 1X3 I X4 2'X 4 2 X 6, Width(w) MULL SPAN I X 3 1 X'4 2 X 4 216 ig 160.0 -75-0-0 -18 150:0 150.0 ISD.0 IMO 18 44.0 95.7_ 150.1) 150.0 24 150.0 150.0 150.0 24 139.5 i5opo 160.0 150.0 24' 33hO 71.8 - 116.6 150.p -150'D 30 ISO-x, -150.0 150.0 150:0 30 1110 '150.0 150.0, Imo 30, 26:4� 67.4 93-2 1150.0 36 150'.0 15000 '150.0 36 '93.0 150.0 iwo 150.0 36 2ZO 47,8 '77.7 150:0 42 150.0 150.0 150.0 150,0 41 79.7 1150.0 150.0 150:0 42� 18.9 41.0 66.6 150.0 0 40 38-318" '150.0 150'a 1 150.0 150.0 '48 74-1/4" 69.7 150.0 150.0 160.0 43 120" 16:5 35.9 66.3 1491 0 5 54 1150.0 150.0 150,0 150.0 64 62.0 134.6 150.0 IMO 64 - '31.9 61.8 -133.1 0. 60 '150.0 150,0 1 5D.0 16D.0 60 55.8 121.2 150�O 150.0 so - 28J, 46.6 a w 2 - 2E� m is 26 66, 150.0 150.0 150.0 160.0 66 5007 110A 160.0 150.'0' 3:,l 42A 100. !izo ci z 72 150.0 160.0 150bo L2 72 2 38.9 99.8 78 46.5 1010 1MO 150.0 - - w 42.0 93.2 160.0 ISM0 78' f 22.1 35:9 '92.1 Do V24 'X 6D*0 0 50_O 1 So�O 150 4 "0'0 16RD SS 16( 15)-o 72 0 bo 78 15.1 150.0 150.0 150.0 18 1 5D.0 150.0 160.0 15D.0 18 12844 IMO 160.0 .'150.0 18 331 7-1;9' 116.6 150.0 11! 24' 150.0 150.0 150.0 150.0 24 90.3 150.0 160.0 150.0 24 z:i 24.8 53.9 $7.8 150.0 30 160.0 150.0 IMO IMO 30 77-1 150.0 160�0 IMO -30 19.9 43.1 701 150.0 CC K 30 150.0 150.0 150.0 150.0 36 64.2 139.6 150.0 150.0 36 18.5 36.9 58.4 150.0 z 42 150,0 150.0 160.0 160.0 42 65.0 119.5 150.0 150.0 50-518 15010 150,0 150.0 150.0 48 84 48.2 1040 160.0� 150. 1 42 - 30.8 50.0 128.5 48 " " . 0 AS 132" .27.0 43.8 112. �>�Z Ji 54 150-0 150.0 150.0, 150.0 54 42.8 23',0 150.0 156-0 64 24.0 M9 100.0 sq, so 150.0 150.0 '150:11 150.0 60 38:51 83;7 136.9 150.0 60 .21.,6 35.0 f 90.'0 so 147.7 150.0 15o*O 150.0 66 35.0 76.1 !Mfl: i50:0 66 .6 31.8 t 81.8 r, 72 135.3 160.0 150.0 150.0 2 12.11 6a.,7 113.3 i5a.0 72' 121.0 29;2 76.0 8 20.9 69.2, 124.9 160:0 160.0 150.01 7L 1 29.6 64�4 104.6� 160.0 78 .16.6 18 150.0 150.0 150.0 150.0 18 86.0 160,0 150.0. 1150.0 18 25.5 66A 89.9 160.01 24 150.0 -150.0 150.0 150.01 24 64.5 140.1 150.0 150.0 Z4 19A. 41.5 57'.5 -190.0 t; 30 150.0 150.0 160.0 160.0 30 51'6 1121 150.0,- 150.0 30 15:3 33.2 54.0 138.6: j 36 150.0. 1150.0 150.0 150.1) 36 43.0 93.4. 150.0 150.0 36 27.1 45.0 115.6- 160.0 150.0 150.0 42 AS.'9 BOA. 130.1 15mo 42 -23.7 '38.5 99.0 i42 150.0 .48 57- 150.0 150.0 150.0 160.0 48 96" 32.3 70.1 113.8 150.6 48 144* 20:8 33.7 86.6 54 1,37.0 160.0 150.0 54 1 77.0 28J .62.3 101-.2 150.0, 54, 18.5 3010 -1 16.6 17.0 09.3 60 123.3' 150.0 15000 so 25.8 56.1 91. 150.0. so Go 1112-1 160.0 156.0 160.0 66 1 '23.6 51.0 82.8 150.0 66 16.1 24�.S 63.0 72 102.8 150.0 150.0 160.0 21'.5 46.7 75,9 150.0 72 - 22.5 67.8' --9r8-,--f5-o.0 -150.0 150.0 ZI ! - --Iwo-.o ; 78 53.3 is Is 19.9 43.1 70.0 1s 150.0 150.0 150.0 .150.0 18 BOA 131.2 160.0 150.0 18 22.6 49.0 79.5 150.0 24 150*.0 115000 ISOM 150*0 24 45:3 98.4 150.0 150.0 24 16.9'- 36.7' 69.7 150.0 5"0 60-0 ir '0'0 "',qri6,oi,--00-0 -�ri 5D-o 30 150.0' 150,0 150.0 1MO 30 36.3 '78.7- 127.9 150.0 3D 29A 47.7 122.6 39.8 102.2 36 150.0 150.0 150.0 150,0 36 .30.2 65.6 106:6 156.0 36 24.5 130.5 '42 '130.5 150.0 150.0 150.0 42 25.9 68.2 01A 150.0 r42 21:0 34.1' 87.8 48 63" 1114.2 160.0 48 108" 22.7 49.2 79.9 160.0 48 150. 18A 29.8 766 4 150,0 150,0 ,64 101.6, 150.0 150.0L 15 OX 54 20.1 43.7 71..1 150.0 54 18.3 26.5 68.1 80 91:3 150.0 150.0 150.0 60 18.1 39.4 '64.0 150.0 GO L 60 113 110,0 150.0 6 35.8 ae.i 147.0 66 211 $5.7 9 72 1 142.4 150.0 1 32.0 53.3 134.8 13tA -78 701. 77OT"Fiso-0 .11 78 1 12.3 49;2 124A To' 18.4 $7 7 r NORIZ 'uuUXq TYPICAL MULLION-ARRANGEMENTS PROPUC 3: F VE="I. MCHES TO UE INSCRIBED, UI INSIDE RECTANGULAR SHAPE .cn, 0 2i z PRODU�CrREMED -c' GLAVNG cwNrI n< fis comPlyingwitih*ftw Fkv"Wtc; PRODWT NODUCt MULLIONS RATED IN THESE CHARTS WAY,,,BE ORIENTED avid- Cb !sU 0. m us VERTICALLY DR,HORIZONTALLY_ A OWINO GLAZE trot' Dote aM �(INTERPOLAmON BETWEEN WIDTHS ALLOWED) , R.*fg� pmou�r PFmDucf W2 IIFW1 + W2 WIDTH MULLION SPA. s/Isr TAPCONs MIN EDGE DIST. 1 1�<"MIN. 1_1/2•MIN W000 PENEfRAMON S/I6'TAPCONS 2-3 6" CONCRETE OR. EDGE DIST, 2 PER CLIP(T ON EAGI WING)' 1-I/2•MTI.W000 PENETRATION 1 PFA AVGIC OLIOW'BL K .5/16TAPCONs 4� 1'-3/a'uw.1:48Eo,INro WISONRT, s/ie'-rMCpN$ o p� Y-0/4•IJIN.EMS: z FCR ANI.YE 0. F ' it .•_ -3/4 s PER EAL11 ao CLIP(z:ort 'WD7G) W' co z C 61 p — , I rc.� y ru � V . IX FLOATING-,CUP II 11 x _- '2 7/16r I' ii. .11 II. -+z p_ Z ILJIfI 11 11 11 AIJ A.CYS' MN. II 1' II I I 'O'^w z y0 p- lV I 1 2'ITY' 1 1 < f 11 -.1 O GE 1 I WOOD SUCK I 1 u U 1 BY Il-J II I.1 �-'• "'1,� O __-_`_-_-_ Li ' 11 I I '2-X 2 X 1/B• -`4 WOpD BUCK 1 IX'FLOATING CUP 11 II ALUM ANGLE U U E CE DST. 5/16 TAPCONS °ANCHORS TYPE 'O' (INTO' BLOCK) N. .F � F' 1-1/2•MIN.WOOb.PENR WGLN - V •�: F.. ' 1 PER ANOL ANCHORS TYPE V (INTO' CON(;RETE) :. rz z ALL-CLIPS AND'ANGLES 4 ANCHORS THRU.AX BUCK, o 2. 70 FlT SNUG _ INTO CONCRETE OR BLOCK r \Z 'INT CONS E:MUlL10NE 1'X4`rc;2"X4" MULL • � 'I. �I CONS MAY BE HEX OR FLAT HEAD. " a p MIN. EOG ST: ti i i i i i 2-3/1 " CITNCRE x 1 1 n •1,1 a-,HOLLOW BLO K _ VIC vu-cows Z • 1 li 11 1..-]/6 ,INTO MASONRY' - 16"TAi$ 11 11 2 X.2.X.1/8• ..EMBED INTO MASLN41' r_________y WOOD BUCK II I 2,PER CUP(1:DN i PER ANGLE Z 1 I - u J nLUu u+aE �� I It 'ALL•CLIPS AND ANGLES TO FIT SNUG .. '• •'\?. •I I :n ALTERNATE ;NTO.TUBE MULLIONS. ANcxca LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. , • Ro ANCHORS TYPE 'A' 4 F ag 2 ANCHORS INTO WOOD a ---_- 1' "I I' X 1 g _. 101 it'I '� I I --- WOOD BUCK �' `� fX.ROATING;CLIP 5/18'7APCONS I I 11 UVANOL B ' 7 ,1/4" MIN. 1-1/2•LIN.'WbOp PENETRATION 5/16"TAPCONS. _N. r-1/2', WOOD PENETRATION E E DI T. 4-PER CUP'•(2 ON FA04 I"NO)- 7 PER ANGLE I 1 1 I i 1 u 1 1 U v g ANCHORS TYPE 'C' INTO BLOCK < g �'? ANCHORS TYPE 'F' (INTQ CONCRETE) ' m u •' ,. rfg 2 ANCHORS,THRU 1X BUCK AA Ti1�1•He u n • INTO CONCRETE,OR BLOCK ,`SAA •`J�FjA��, jl '. 11 II� .. 'r 11 I I F 1 FLOATING CUP 1 I I 2 X 2 X 1/0" j' .i P0R�UCf RH s �'.A:%.jb \ w000 BIAX 1 1 P:yiflR with ft Flo" U L'1 ALUU ANGLE ,� 9vildiDBCOde �/� � •% ,N 1 I I I , , 1' .1 ACcePeulee l�I .la gal Ode Plodlxl '• �.. I zi ANCHORS TYPE 'B' ALTERNATE 4-ANCHORS INTO WOOD ANCNOR LOCATION �fjALNx,•110 N a 0 Vie TAPCONS n-a/•'UN,r31SE0 wra MASCIN" MIN; EDGE 61ST. a MIN. EDGE DIST. 2 PER CUP TT ON 6ACH,VNGy 51+6•TAPCONS 2-3f EOR 5116'TAPCONS 5/ts'TAPED" .o 2-3 OR r'-�1a`wa Eu611y INTO wt{oXRr 1-3/4 YW:,Et1SEp WrO MASONRY 1-J%4'.4R1.,EMSEO'NTO t1A$ONRY o a ..I,PCR ANCLE .'�" OLIOW BL CK ,PER.d.IP.o ON'GLH"wvriGy. z PCR ANCtE. m',o a HOLLOW OLD K� 3 1 d" ;a.m w o �4hi"-iii - ,1, _ M. / MIN' .. - • n m y Z ••1 r1 I' 1l., `•1 •:1' :rr n I �r I'� 1 0.2G ( jj .14 a 11 I I .Z 11 I I ii ti tt I! tt if li ii rwl,wZC 1 '1 CONN TE I7 It 'CONCRETE !1-t! %' --_`- - _ _1 .CEMENT - t1 ttw AX 1E a I CONCRETE OR. 11 .�; g' EVZMT .1_-11 CELIENI SLCCK I1 t! 2 1(„'2'X.)(6• ' .' ±1' BLOCK i! 2 lt'3 X t78� -----*'-- CONCRETE OR 7�' •'j ti It ALULI ANGLE i =- - / 'f ri ii .AL \--O ATIMG CUP ' u U .. A N FLOATING CUP Z I 1 1 1 1 I- 2 ?g 16 f F 1 1 1 7KMAN.. F1 4"� MIN.. -, ^+I: 3 MULL" {�'�kZ .a,'..'�•s�... ' '.!� 'ro� `gid - °' �'� PNCHORSTYPE 'D` (INTO BLOCK r AN (,HORS TYPE `C.' (INTO BLOCK) _ 1 ANCHORS TYPE 'F' {INTO CONCRETE• ANCHORS TYPE 'G (INTO CONCRETE) a r- ^_-____� 2 ANCHORS INTO CONCRETE LOR CEMENT BLOCK 1'X4' &.2'X4” MULL EMENT BLOCK 4 ANCHORS INTO'CONCRETE..O3 r Rh(JaQR'tO(A'TKiN 1 1 I 1 _ t ! i_ i FLOATING CUP _ C-1 11 1 - _ CONGRCEMENT.EtLOCK �'T-1 IQ,I H c 11 II i\ 1, t h 11 u. � o n H 11 II -3. ' Ll 2 PER-CUP . (T ON EACH YftNG) _ , 5%f6"TAPGONS I Z i t two MASONvf i Ai 2tPEROMNLE� L-�4 PER CUP{2'ON EACH-WING) [(PP 1 I 6 K I if I It It it I r II ALL CLIPS AND ANGLES i0 FIT iN70 TUBE MULLIONS. SNUG' I is •.•u f':J PRODUCT REMSED, t MULLIONS. SED TAPCONS MAY BE HEX OR ELAT HEAD. Rs telnPlyMlg mtlh4e FTatQa, •x la. 2,r- f :: • - �ViCeplAnte Pb"1 _a'�+•Y-�'XG ' • .+ °z •I j CUPS OR ANGLES CONNECTED,DIRECTLY TO MASONRY,TO'DE PROTECTED .. - I I WITH,ALKALI-RESISTANT COATINGS,.SUCH AS BITUMINOUS PAINT 0R 'DYQ :. •` - WATER-WHITE METHACRYLATE LAWLIER. Mi DYde AodlKt s r+ AAAttett '•��,,,` SJ16Mio.Ul 6NRY*r`1 PRMI.LE - p MIH: EDGE DIST. MIN.•,EDGE DIST. 2»3/46" CONCRETE OR 2-3/46' CONCRETE..OR y A' HOLLOW SLO K }'-3/4' S/e6'-APCONS 4''HOttOw BLOCK Sjj5;4 Tip QED INYO MASONRY o 1'-3/a"MIN.EMBED M4O MASONRY � ,MIN. 4-PER-CUP,(2,01C.EACN WNG) MIN. a.PER CLIP(2 OG N EACH VANG) 'p m, LI n CLIP LENGTH ' N a v XULL "L" m o^n y m J O. Q U {` 2 X 4 3.688' Syyn' y oo z < p. ~ ; 3 zzE MULL 1-314.MR EMBED INTO UASONRY .I 4`100a DICK ,1 zzs MULL 5/tG"'TAPCONS +i1 .• .Q )fs yt s • a PER CUP, ON EACH NPM � � � I-3/--MIN.''EMBED MASONRY .�. .� __-_---_--- 4 PER CUP(2 ON EACH'"G) � O 1 " --'--"-- ; MIim N. �-=�---------. ----------------' � 'ININt- � -E- � g 75 I 3/4 y • I I z :z pA _p z. , y IL C7! 2xE uulc - CLIP 'LENGTH - 2X6 u04L• _ 2XE uuU. _ -- 'r----------- MULL "L" � v 2-x 4 3.608 $:x 6 .5:688.. \2i z MIN. 5 .E • ANCHORS -TYPE "E' {INTO BLOCK) W :' 5 14x46' Att�CLtPfr AND INGLES TO FIT SNUC' 1�, NTO TUBE MULLIONS. ANCHORS TYPE 'H' 'INTO CONCRETE) uooD BOCK ANCHORS TYPE 'E' {INTO BLOCK) TAPCONs MAY BE HEX OR FLAT)tEAa. a ANCHORS THRUIX BUCK ANCHORS TYPE-W. (INTO CONCRETE) CUPS OR ANGLES.CONNECTED DIRECTLY`TO MASONRY TO,'BE;PROTECTED INTO CONCRETE OR BLOCK $ 2 2"X6"•NVLL SHOWNc° ; ANCHORS INTO CONCRETE.or,BLOCK WITH.ALKALI-RESISTANT COATINGS,,.SUCH AS BITUMINOUS PAINT OR N • u WAFER-WHITE METHRCRYlATE LACOUER. 9 2"X6'MULL SHOWN .. g a PROOUCTRBVISBO 6 p �q ttv as.eampiY44awkhamFTaib .�2'`s:w „}t Mi c zPu,ue so! •d 39 N• •t* •its+`�`Onom to F . an. MIN. EDGE,DIST. 5J15•.,TAPCONS 2-3/16-CONCRETE OR, UN,EMBED INTO ummw 3-3/4' CLIP LENGTH- 4- _ 4" HOLLOW BL K TOTAL(2 ON EAE++WING) MIN; MULL "t« C. ° 1 x 2 Low .T ` ) X..3 2:688' 1 X-4 3:698< 2 4 3.688,. •3 n � w i i i i i i 2 X 6 5.688' Oz -----^--t-6 MIN. - z 1', ALL CLIPS AND ANGLES ARE TO FIT 42. OMULLIONS. n ?rE ..WHE ANGLES ARENOT FTT`SNUGLA,AGi INTO.TUBE'MULLIONS; SEE-OPaONAL -� -ANCHOR DETAIL AT SHEET E OF 10. ,a W z )z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNCB TUBE MULLION y F WITH'ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS'PAINT OR - � "C 'E' y WATER-WHITE METHACRYLATE LACQUER, Z MIN. EDGE.DIST.. -----^ ------ m`vi 2-3J16' CONCRETE.OR 4 HOLLOW.BLD K, 1J6'iHICKAUAJ CIIANHEL I LENGTH f INTO MULLION W U .TUBE MULLION 14 \Z TUBES MAY BE NOTCHED AS,SHOWN'TO ALLOW INSTAUATION OF CUP ANGLE LOCATION OF-SCREWS CONNECTING _ CAB JOINT AfTFR;rssEugLr ANGLES TO TUBES WHERE ANGLES iv ^ HA Fw sms ARE NdT FIT SNUG.INTd.TtTBE ^' .ACCESS HOLE '1-1IP /I'0.L�eN, i MULLIONS. SS6 I/ N H go. Sltr TAPCONS jtt-Sus }f� 3 I-3j4'MOT,ENBED IMO M+SOGLE _s PER ANGLE {i _ I 2 PER ANGLE / i -____ _ - -__-_ L a " 2,x 2 x.1/U' T18S SCREW CAN BE I - j a° N'coJ ALUY•ANGLC ORCCTKMN OTHER..I `i 2�PER CUP i F a Aw •. i I .r"O.C.MIN. u I z i "y. i-J/A`-x 2"X 1/6'(FON 28Y TUBE) n z• J/•A':X 2"'x 1/5,FOR($BY Tu BE) -:-.+ ,7 ANGLE :CUT TO FIT SNUG t SI IpEryUE `�ti-tiELfY"-�AFffA� 1 4 =- ___'------ DIWPI ANCHORS TYPE 'i` METAL-TO:NETAL,CONNECTION C. O Tom' U . irn7fy ty Ly E7 CL;^y -USE CHARTS fOR ANCHOR TYPE'I'TO VERIFY CAPACITY OF,CCOQ._€C710N V EO 0o..;,t Ld " � dYI1r8 111oF1oT�dn 21 c 3-3/,4" - ALLGUPS ANO:ANGLE'S'TO FIT SNUG @sretim[Me " ao9�i�eb.•,� 1 MIN, INTO TUBE MULL)ONS. ' 1 3J4' TAoCONS.MAY`BE HEX`OR FLAT.4EAD. UY •d °4J G��a.'i=1� I MIN. OPTIONAL ANCHOR. D TAIL M TMdnPIoAs1. 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