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HomeMy WebLinkAboutProduct Approval (8) 12M9/2016 Florida Building Code Online a c v I U� _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search o a Product Approval L.� USER:Public User ' Product Approval Menu>Product or Application Search>Application List>Application Detail I. a FL# FL16243-R3 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Windoor Incorporated Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407)481-8400 fhiggins@windoorinc.com Authorized Signature Fred Higgins fhiggins@windoorinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S,2/A440 2008 -'ASTM E1886 ' 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A hftps://www.floridabuilding.org/pr/pr ppp dd.aspx?param=wGEVXQwtDgsNc735fObMijflTcwQWAKmBKDnocXtkp/a2bcgnGw9ftnfRA%3dp/o3d 1/3 1 Yy. 1ao'U svr, liko� o s 8 llG+p� 31� lG?n Ao t/Ji�i3 4z, lL�r SL'ftn' !p !i Ll r !!s C o �. r t7j. �C '+�(t �JDr Wfp, S'orv, •t/tj {r ITtJ�r (lq /gV�4n rt�l�+• .. <� aY .'I Lyfly! hJ 'ls. , l4�ar� s,g` cogs`-40, stfa .or 0 I,/ �f1r �a7 gJ• grr�.ff � e gig t `�,�,, "�b9xe oipxyd `J 12/19/2016 Florida Building Code Online BCIS Home { Log In g.User Registration { Hat Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval .USER:Public User Product Approval Menu>Product or Application Search>Application List>Application oataB FL# FL16243-R3 Application Type Revision Code Version 2014 Application Status .Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ''::' Product Manufacturer Windoor Incorporated Address/Phone/Email 7500 Amsterdam Dr. Orlando, FL 32832 (407)481-8400 fhlggins@wlndoorinc.com Authorized Signature Fred Higgins fhiggins@windoorinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows ' Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Rt Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpsJ/www.floridabuilding.org/pr/pr app gd.aspx?param=wGEVXQwtDgsNc735fObMijflTcwQWAKmBKDnocXtk%2bcgnGw9ftntRA%3d%3d 113 12119/2016 Florida Building Code Online Date Submitted 09/07/2016 Date Validated 09/14/2016 Date Pending FBC Approval Date Approved 09/16/2016 Summa of Products FL# Model,Number or Name Description 16243.1 9060 Casement Twin Window 9060 Casement Twin Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16243 R3 C CAC 167-525 Ddf Approved for use outside HVHZ:Yes FL16243 R3 C CAC 167-790 odf Impact Resistant:Yes FL16243 R3 C CAC 167-798 odf Design Pressure:+90.0/-90.0 Quality Assurance contract Expiration Date Other. 11/19/2019 Installation Instructions FL16243 R3 II 08-01952B .odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL16243 R3 AF. 51266 R odf Created by Independent Third Party: Yes 16243.2 9060 Casement Twin Window 9060 Casement Twin Window-Non-Impact Limits of Use Certification Agency Certificate Approved for use In HVHZ:No EL16243 R3 C CAC 167-794 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2019 Design Pressure; +100.0/-100.0 Installation Instructions Other: FL16243 R3 I1 08-01954B .Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL16243 R3 AE 512663B.Ddf Created by Independent Third Party: Yes 16243.3 9060 Casement Window 9060 Casement Window-Large Missile Impact-HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16243 R3 C CAC 167-791 .pdf Approved for use outside HVHZ:Yes FL16243 R3 C CAC 167-792 odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/19/2019 Other.+/-90.OPSF W/PVB Interlayer+100.0/-120.OPSF W/ Installation Instructions SGP Interlayer FL16243 R3 II 08-01956C Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL16243 R3 AE 512665E Ddf Created by Independent Third Party: Yes 16243.4 9060 Casement Window 9060 Casement Window-Large Missile Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16243 R3 C CAC 167-526 .pdf Approved for use outside HVHZ:Yes FL16243 R3 C CAC 167-527 pdf Impact Resistant:Yes FL16243 R3 C CAC 167-796 pdf Design Pressure:N/A FL16243 R3 C CAC 167-797 .pdf Other:+/-90.OPSF W/PVB Interlayer+100.0/-140.OPSF W/ Quality Assurance Contract Expiration Date SGP Interlayer 11/19/2019 Installation Instructions FL16243 R3 II 08-01903C Ddf Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 16 43 R3 AE 51759 g pd Created by Independent Third Party: Yes 16243.5 9060 Casement Window 9060 Casement Window -Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16243 R3 C CAC 167-793 odf Approved for use outside HVHZ:Yes FL16243 R3 C CAC 167-795 odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+100.0/-300.0 10/31/2019 Other: Installation Instructions FL16243 R3 II 08-01909B .pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports httpsJ/www.floridabuilding.orglpr/pr app U.aspx?param=wGEVXQwtDgsNc735fObMijflTcwQWAKmBKDnocXtk%2begnGw9RnfRA%3d%3d 213 12/19/2016 Florida Building Code Online FL16243 R3 AE 512604B.odf Il Created by Independent Third Party: Yes Sack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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 mail.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 an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click he L. Product Approval Accepts: ® ECM1x Gretllt Card' Safe ; https://www.floridabuilding.orgfpr/pr app dd.aspx?param=wGEVXQwtDgsNc735fobMijflTcwQWAKmBKDnocXtk%213cgnGw9ftnfRA`/o3d%3d 313 NOTES 1 . THE PROD6C7' SHOWN HEREIN iS DESIGNED ANR MANUFACTURED:.TO COMPLY::WITH REQUIREMENTS OF 'THE.FLORiDA"";;BUVLQING CODE INCLUDING THE .HVK. ;. WOOD. FRAMING AND: MASONRY OPENIAIG TO BE DESIGNED..'AND ANCHORED to ,PROPERLY TRANSFER;-ALL LOADS TO,.STRUCTURE .FRAM[NI; AND; MASONRY bF'ENING IS THE RESPONSIBI OF THE IAN.,HITECT OR ENGINEEk. QF RECQRC) 3 1 X BUCK OVER MASONRY CONCRETE IS OPTIONAL 4,: WHERE;, SHIM,. OR Bl1CIC TH;ICKIlESS, IS. ;LESS'THANWINDOW UNITS MUST BE ;ANCHOR - .THROUGH- ,THE. FRAME "IN 1ACCORDANCE'':WITK-"MANUFACTURER'S PCJBLISHED' INSTALLATION INSTRUCTIONS ANCHORS 'SHALL BE SECURELY FASTENED ,DIRECTLY 1Nlq MASONRY CONCRET :. OR OTHER STRUCTll1;AL SUBSTRATE MATERIAL. 5.. WHERE WOOD, BUCK THIGI<NESS IS 1 y1,12 .OR GREATER;. ZUC.K SHALL: BE SECURELY FASTE TO MASONRY,. CONCRETE ,OR OTHER STRI�CTURAL SUBSTRATE WINDOW UNITS MAY 13E ANC.HC?RED, "THROUGH FRAME TO :SECURED WOOD SUCK 1N ACCORDANCE WITH: MANUFACTURE , P.UCLISHED INSTALIATCQN"INSTRUCTIONS: 6 . WHERE' t:X :BUCK I5 NOT USED. 'DISSIMILAR.MATERIALS, MUST BE,- SEPARATED` WITH. APPROVED COATING OR...,MEMBRANE .SELECTION:OF COATING OR MEMBRANE' iS THE; RESP:ONSIBILIIY OF= THE ARCHITECT OR ENGINEER OF RECORD ;. .BUCKS SHAD EXTEND BEl'ON,C) ViIINDOW INTERIQR FACE SO THAT FULL ';FRAME' SLlpptRT `PROVIDED S, SHINC: `AS REQUIRED`. AT ,EAG.H ,AN'C,HOR,. LOCATION WITH LOAD BEARING SHIM, SHIM WHERE 'SP OF t,/16" QR GREATER OCCURS;. MAXIMUM ALLOWABLE SHIM STACK TO BE 1%4" 9 SHIMS:'.SHALL; BE LOCA71 o. APF b. ANC} MADE FRQO MATERIALS: CAPABLE OF SUSTAINING . _. _. APPLICABLE;-LOADS: .... ... ... 10.<.WIND: :LOAD DURATION FACTOR Ca 1 fi,: WAS °.USED �.FQR: WOOD AN.c-ROR;tAL 5 U.LATIONS 11 `FRAME MATERIAL: ALUMINUM :6063 T6:< 12.:UNITS MUST BE GLARED f?ER ASTM E1OQ" O'409 :SEE SHEEP 3 FflR; :GLASS: DETAILS 13,;:.APPROVED II PA.GT ;PRCTECTIVE SYSTEM IS. NQT. REQUIRED, FOR THIS PRODUCT IN WIND B.ORI DEBRIS REGIONS _. 14,"FOR ANCHORING CC�ITO WOOD FRAM{NG OR X BUCK US! #t 4 WOOD SCREWS; WITH 'SQFFICIE LEI`EGTEi T0_ACHIEVE .A 1 7 f 16"'-MINIMUM EMBEDMENT' INTO."SUBSTRATE. LOCATE ANCHORS"A ;SHow, 1N ELEVATIONS AND INSTALLATION DETAIL'S t 5 FQR ANCHORING INTO. MASONRY/CONCRETE USE 1/4 Ltd CRETE FLEX TAPCONS :WITH SUFFICIENT LENGTH TO A;CHIEVE.A 1 1/4" MINIMUM EMBEDMENT INTO' SUBSTRATE WITH 2 1, MINI.MUJM EDGE DISTANCE.' LOCATE gN FORS AS SHOWN IN ELEVATIONS: AND< 1NSTALIATIQN DETAILS.: _ .... TABLE: OF97NTENTS DESCRIPTION' NOTES;.. 2 - ELEVATIONS-.:.. _ 3: GROSS SECTIONS AND B O M - 8 IriSTALIATION:'DETAILS _. 9 COMPONENTS:: 1� , :HARC)WARE TRAM WIDTH;- 5EI A a4t, A_. 4 �2" MAX::: _ 4; MAX 0 C: 0 1 ..... 73{/4 . t3 .rAX ... .. .. - . - .. .... 8 .. .. {'A- .. ..... .. .a a�- "H . .. 1 8 " NE.,IGI-(T —.: fi' tvllhilMllM. 1. �1 d . .:. .. t , rvo lNsrALLATroru NFLJTH 5gbsasF�u�n:r wttuflow stn+ tF . . . . . . ... EXTER.Il3R.h1EW. . pESlGN PRESSURE Ri4TlNG ; lMPaCT RATING t)F�lGN PRESSURE RATING lNdP�4C,T J4�4TING 00 DI40 OPSF90.t�PSF LARGE M/SStLf 1kIPAC7 MISSILE LEVEL A WIND ZONE 4,AND W HZ MISSILE LEVEL D, MIND ZgNE 4 AI1►D HVH WITH GLAZING A AIUD 8 SEE CNARTSZ1 AND#2 ;'WITH GLAZING G IWD:D SEE GFIARTS#SAND:#4 1'ARTP, LIST C E'AR i NlN1Cf , CSESCif=Tit�l MAI�iLlFaCTUfCR fnart �L _ %1 9i0.'N:2: FLUSH: Ff�AMF;ASSEMBLY KEYN4RIC ALU}AlNU 1, i506s.-T 2 90oOA�J4 FtJ:NGF FRAMEI ASSE1vf LY KEYNARK ALIVINU'�1''fit�63 16 �O6,OA01 SASH i�SSE19SL� ;�EYf+fl�r�{fc; ALt1l�itlU�� >J�3 �.S- _.. : NOT 5 551989 HORIZGI�TAL SCREENDAPTER: KEYN�RiC. ALUMINU1 Gt}63 T6 �5199t} VtRT1tAL SCRE,�?.ADh"fER # EYNARIt ALl►M1NU1 Et}6 T6 NC MART •NL1ML) C-. _..; 7 HSt7J{� 55 (151 ENCQsE 1lUA( ..<ARNPFRATOR TRUTH N50 j'C O72P ENCO DUAL.<kRN O°ERATOR: TRUTH ... 41 � 9 1251 O 0O.C1 20. STUD Bf3ACKt1. LEFT HAN@ HINGE TRUTfi 43 SIKAELEX 552;; . P:0! _. 1:i? 125f11 QQ Qtl. STUD TRACK>l RIGHT Hf+N@ Hi1JGE TPUTf 44 O1 100 7— 755 `I4 iO: ��A�HAB1Li1Y {i1NGE TPUfy;. 1? 2�3Q XX OIL LOCK hSSEMBLY TRUTH 1 23050 QO ;OO LbCK SUPC2fi PLATE: TRUTH'' 3.% 906..{}LH �1D: KEET'ErR LEFT'HAND ->HFt. SELJAN: _ O CI' ,SU7RYL BY` KEEf7Et R1GNT`.HAr!@ 1;6 1 "?1� TIE Bl€ R PIfYT TRUTH ] 1191�r T(E BAR 5 POINT TRUTH 23 3: SOQ:13O FRAME`:& SASH Sft'UHBEn ROTC. 44 7Q H1579 SS- 52CrR`` ; OFERA::OI? TR/�CK & Ll@ER ASBY rPur-1 i S452 GLASS SIflP A,LUf�IiNUM.: t} T ,': L 54684 GLI�SS.S1'QF' 1_:� TP1'051 y6 GL71NG VIfYL TEAM PL%STI 8 .17Uf�QMETEB 24 �S'Q743r3 INTERIOR SASH CfIRNER KhY= KEYVA.RK- ALL!M1NU,�1.' G.t}63=T6: 25 FSC744Q SASH,;Be FRAWE,, C{1RNER KEY KEYNARit' ALUMiNU £s663 T5 f Z6 FHQ7439; 1 XTER FRAMF CORNIER KEY 1(EYN�' 1 AL 11AlNU��1 a63. TC. 0 Q" PV2 BYE: FH07S741 SCREEfii FRAME i EYNARK' ALUMlNUf4t :(iO63=T6' 28 FHDS$3$ SCREEid FLA� € FRAME; > EYNkRK;. MAINUM &taG3 t6 Ex 2 S 0010 3L-22QOR SCRrE,R SP(iNE' TEAM PLf STIC V1NYL 3C1 S> -XX t1R{IFiZ SGREC4 CLOTH (NIFER FIBERGl7CS5 '44 31 QEZ 76 O LOPS F-0 :FLAP:-'SEAiw S'CHI GEL. 32 RSTR,P : I AUREl1 MFG Ef'DM_ SPONGE ^1 _ 3� 54 7� WEATHERSTRIP . :.. L�UR�N :hAFG ERDhA PUBB�R z 34 12199$ 1$7"k,2G�1 FI_N. SEAL ULTf� ,FA8 3 11r01$ — _ 38 131 :13 $ X is 1/4' f PH 39 13]1'13 _ PP:.H. MP a N w a ® ® d I ® a VNI 1 e , i i B r 1. +� I y � MCA j _ i� METAL 5 8rc, MIN STRUCTURE BY .OTHERS _. EDGE. DISTANCE WdOD::FRAMING �3R. BUCK EMBEDMENT BY OTHERS.... .... .. . APROVEO .. - - EALANT, SEE (ydTE _ .. . . SHEET 1 - , APPROVED SEALANT A,]: `4," MAX.: SEE `kdTE 19. . SHIM: SPACE " O> . ._ SCREW:_... EXTERIOR:: FX7ERIOR INTERIOR SILL TO BE S BED,.dR APPROVEd` STRUCTURAL. LEI _ ,SEt�LANT _... _ _. .APPROVED SEALANT , <;. SEE -NOTE 19. H S u METAL SEALANT flyY crURE :� SEE NOTE j41. 'MAX OTHERS SHEET "1 SHIM SPA E:: A ;WOODFRAMING �" VERTIC,AL CRC OR,..2X BUCK; .... ... :METAt.:S`rRU.C.TUR ... . ...... ...... .... A VERTICAL CROSS SEC N T/OIV ( TES lN4DD.FftAMING O.f72X BUCK°fNS7ALLATlQN: 1 11VTERfOR AND XTERJQR FJNS ...... f1tQT SHOE!VN F CLARITY _.. _. _ 2 QERIMETER AND JaINT SEALAa �DESIGNE�fN ACCDR,t)ANC�'IN171 .... . .. .. E�0 6 l�IS7'ANGE CO:NCRETEJMgS 1NI Y b B .. rHERS a a ti: tea. e —MIN . .. orEgI�AL auc� a ... a..�a :EMBEt7MEJ!1T' .. `E NOTES,. 3 7 SNIrE�f .1. .. . .. `. APPROVrn ED S _.. .. EALANT 1l4 MAX SEE NQTE 19 SHIM SPAGE SHEET 1 "' ELCQ ,CREfE ::FEES .. . TAPGON; :. .. . d _.. EXTER/DR .. �NTER/CJR :. .. . s Eh BE ;SET .. ... .. . NABEDOR aAPPRCVEbfRUCTURAL>. . .... _ ... _.. _. O 0 APPROV SEALANT SEE~ NO TE 19 SHEEP 1` OPTIONAL 1 X BUCK MA ETNg7E5 3 '. SHEET .. SN X . ..SPACE .... , CONCREITE/M ASONR : .. EY OTHERS e d . a ar a adr Y .d e � A d A e .. ... .. A /ERTIGAL;CRQS SETI�N' . 06AV ETE✓?19ASONAY/NSTRL'LATION ... .. ..... . . ... MET L $" M!N'x STRUCTURE :. EbGE.;DISTANCE _ay'C}THERS waal : FRAMING ... ClTIRS t � j s}° � EMBE_DJENT APPROVED SEAI*ANT . aE�lNQ LAN',GE _. st*E t�o7E i�` APPROVED SHEET 1>. SEALANT 1........................ 4„ MAX J3PACE : SEE__MOTE 19 aHEET E`XTER,IOR„ : ... .. 51LE; T{� B SET Irt BED aR APPRaVEf .STRUCTURAL- SEALANT APPR?VED _. Q` Q SEALANT _ LI�NOiE .:BEHIND F . SEE NQTE 1�. APPRt3YEB S SEALANT METAL BEHIND; FLANGE; 1 f 4" MAX 5�RUGTURE SEE ,WbTE �9 SKIM SPACE B�:OTHES- ;W9OD FRAMI R 2X BUCI4; : METAL STRt A 1/ERTti4L CROSS SECTION WAD FRAti11NG�R� BUCK`INST UAWA(� TFS 1 JNTER/QR AN1)EXTERIOR FIIVI c 0. N TSH(?6NNFt?RCLAR1TY 2 f?FRIMETER MblJbwt4EAL,4l ©FSlf3%VEL):iN AOC©RCIAN�E W177 2' r�i . .. . _ . . ... .... �o .. . --`��sTA.I. E CQNCRETE/MASONRY BY OTHERS _ � .. .:.. 4 M. :� d a �11v --e- 4 a a ¢Qa d ?t 4n MIN .. O{'TI -, I:;;BUCK : ,, E�uJ EDMFN. ;SEE "*I1' S;, - SHEET 1;.. y:.;. :< a .. .::... .... .. .. .. A . .. PPRO�EQ, SEA NT . ::: BEHINNP FLANGE i . SEE �IQTE 1,9 w y 4„ MA SNEEl 1 . . 3., SH1M ,SP`ACE ..:9/4' `ELCC °GRETE fi.EK Q . . = .. . . . . TAP:CON ..:: .. .. .. .... ... . .. . :. .: . .. .. ... ... ... ... ... .. �; .. . EXTEIIDR : �NTERIUR ... .. .: .. . ,:. .. 1. . .. . ..1 . .. r, ..... ... .. . ... .. ..: 9. ... . ... .. _. .,. _. ... _ . . ... . . _. . .. . .. .. 51LL.. a Er . .... 1N1. �: BEQD .: APPROVEt S`f RUCTURAi. :....: SEALANT . ... .: .. _. ' . � .. . APPROVED . SEALANT s BEH1ND 'FLANGE .. .: .. SSE NOTE 1 .. SHEET."1 .. ... . . j�4-„ . OPT)ON . BUSK �` lMi SPACE SN. SEE;,NOTE 3 7i�ET 1 .: , , ... .. CONCRETEf MASONRY +r ad . a d .. . gY' 0�f iERS ,� a �, a . .. n: a ._. ... .. a � : ... ... _.. A A .. ... ,, a : _ 6 a: ._ .. ..... .. ... . .., i .. xr a.. . A VERrT1CAL CROSS SECTION . CONCAI=ilMAu�ONRYz fNSTA!!AT((3N _. FRAflhE 2 FLANGE FRAME ,. SASH ASSEME ALUMINUM 6063 T6 065".:'THICK ALUMINUM 6063-T6:.065"THICK ALUWNQM,'6Q63 T6,,O6.' 3/ '; 1�q 21 GLASS STOPS GLASS STOP 23 GLAZING"VINYL ALUMINUM 6063 T6'0,657,THICK ALUMINUM 6063 T6 065 THICK PVG$0 QUR METER'. SASH JAMB` SASH'. .. FRAME' SILL_. ,JAMB'. -. SASt JAMS _ .. -FRAME Jp MS ... 25.. . :. FRAME.. � _. 26 C{7RIVER DETAILS CORNER ASSENJ Y- . . . .... : ,;. 3 FF2AM yV(DfiH ..:. . ... . . :.......: .,. . s . . ... .. .. .... . . ... .., .. : .. .. ... ... -. .. f+`. . _ ... .... ..... ..... ._.. - ... .. .... ..... .. .... : 'C' . '. . ' .. _ .. .. . .:. .: :. ::. ... ... .: .. ,. hW .; _ ... .. ..._. .. .. L . .. .. .. .. .. .. ... ... ... .. ... . . .,: .. .. .. .. .. ... .. . .... .. .- ..: .. ... .. _ ... 84' .. . . . . _ ,: FRAME. . .HEIGHT'._ :.. . .. . .. ... .. .. . .. .. .. . . .. .. .. 77,-3, 4" ... .. .. 63 706 ., . ... 49 /$' . .. .. . . 34 7/ " .. ... . . .. ..:., . ... .. ., . . .. k .. .. ..._ A-J - ... .. .... .. C 'T .. .. .s,:z:`7 .. : - .. L . .... .. . StN.GLE:UNt_T,LOCK ANQ SNUBS€R LOCATIQNS - L ;Robe�ta'Lorl�asPE EngirnQ�rng .......Ea .......o .....Re t��z,wora�a Cvi�wille,N27f}23_ 43'69M6U Report 26658 rttomas oma§ ., .. . . ,itecom: Manufacturer. 1N ... ..: .rnDoar Inc ;: 7500`,�.n- ter m Drive fJrlalnto FL 833 Product Llna� 3060 Casement'Single Wpdow Large Mi$slle�impact HVFI� :. Gump i7ce. The,above ri�entioned product has been evaivafed,for oomp.ante. _,.'he requirements of the Florida Department of Business and Professional Regulatrdn for Statewide Acceptance Per Rule 61. 20�61Wme#hot 1(a) The product listed'; herein�mphes with utrements of the current Florida Buildin Code: Sri port! Techn/calbocvme>rtatlon .. - rrg►. 1 Approver ttocument drainnng number b8-t1795S rev�sroP°C,prepared,signed and sealed by.i.U�s Roberto Lomas P E 2 Test repo No NCTL 21 ,-3832 j2AtIgt>ad and sealed by Ratsert H Ze3ders P E rt National Certifies)Testln tories,"NI. TAS 2t)1 94 Large MI' lla Impact Test,t eirel p Wind Zone 4 TAS 202 94 Urcfarm Stebc Air 0.Opsf design pressure,l3 bpsf'waterpenetretion{uwtti PVB Inferlayer); +100 01140 Ga i design pressure,.15 Opsf it atef penetrafioh{vuith SGP Into TAS 203-94 CycGe Pressure loading t9A Opsf design pressure(wrth PVi3lnteda er � 20 0/ 150 Opsf t SGPantertayer) x7 3 ..i StniVT isting TEeTntsile of 38 04 , gna ; ab h LaesreatT Cro7104 0 . oce , D633CLbotsReY ,.raoeesenghUn �.9p , hore Doldan P E samptas 10,390psi Tensile strength of 4500 fi e,Xenon Rrc exposed sarr les 11004psi b Tent report'ETC-0$-1043 209T4'O sred andsffated bS±Jose h labors D�dan PE ETG Laboratories Rochester, ASTM©19213 ' Self ninon 740°F NY g c Test repot All et%toi'1oi318 signed andsealed by Joseph,Bee¢P E .. Architectural l`estrng ino York,PA ASTM i3635 mate af;bummg ctassrfication GC7{ 3 9mmlm►n, 94in/min) s A$TM D2843 Smoke density rating 21 2. :'Anchor calc4lattons,report number 512665-1A,piepated,signed and seated by Wis Roberto Lomas P E;:.: 1 Jrnitatlons anal I"ondttlons of rise, • tulaixmur desrgn pressure, Defer to nstagatmn anstnuctioRs, "tNaximuM,unitsze $Tx84 : • nrts must be glazed pecA5TM f13O0-t14109,see instailataon anst'ucfrans TOra lass'details • This pnaduct Is rates)tote used m the HVHZ • IS,:product�s impact TesAstant anti c)oes not require►mpact prQtectittn in wind bprne de#Is regiorts '_Fro <,.material to tse Alummurr►60t33 TB:�.... .... :.... '... . _.. ... .. ._:.-. lnsfa!letron tJriits must be installed m atxordance with manufachirer"'installation`instruc#tons and'approval -.... d6climent,A8-01956"smri terlyflcetlon oflna(ependence` Please note aUAW t have norwill aegwre a flnariciat interest in any company manufacturing of distributing the product(s�fowhich ,�11,11I 1 It this Iiepart tS being issued Afso,t don#have nor urnll acquirer aifinanciaT interest�n any_ R ( otheY entity ittvalved'in the appro�rat pocess of the listed product{s� ��� ,�; '� • '�'� �� 1 • �T --. ... - .. ti • OF Pik 0�:•ti 1 of 1 . w Fl. ,a 514 OSt09/201.6;;.