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HomeMy WebLinkAboutProduct Approval; Wall Louver Panel Walls` Florida Building Code Online Page 1 of 3 I MOM Ci-.y. :U:;daDcparuflc�lit. BCIS Home ;Log In { User Registration Hot Topics 1Submit Surcharge ! Statr &Facts j Publications { FBC Staff BCIS Site Map Links ( Search i Busines r ProfessitnaI Q0, I Product Approval USER: Public User p } qq Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail •"F�*fit FL # FL7708-R7 ,1, " `" Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer The Airolite Company, LLC Address/Phone/Email PO Box 410 525 Western Road Schofield, WI 54476 (715)355-2242 mike.steele@airolite.com Authorized Signature Michael Steele mike.steele@airol ite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Wall Louver Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By UL LLC Referenced Standard and Year (of Standard) Standard Year ASTM E 1996 2009 ASTM E330 2002 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By ©I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A L http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgsxVj'W3DA7ioIo... 8/5/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Produ cts Method 1 Option A 07/22/2015 07/22/2015 07/30/2015 FL # Model, Number or Name Description 7708.1 K6744X 4" Deep, Extruded Aluminum, Drainable Blade Florida Product Approved Stationary Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +200/-200 Other: Load and size ratings in accordance with attached table. Certification Agency Certificate FL7708 R7 C CAC Ouality Assurance Contract.odf FL7708 R7 C CAC R26078-Certificate of Compliance.pdf Quality Assurance Contract Expiration Date 09/19/2017 Installation Instructions FL7708 R7 II K6744X Install Details - Clio Angle Mount.odf FL7708 R7 II K6744X Install Details - Continuous Angle Mount.ndf FL7708 R7 II R26078 Load and Size Ratings.pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7708.2 K6746X 6" Deep, Extruded Aluminum, Drainable Blade Florida Product Approved Stationary Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7708 R7 C CAC Quality Assurance Contract.odf FL7708 R7 C CAC R26078-Certificate of Compliance.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +200/-200 09/19/20.17 Other: Load and size ratings in accordance with attached Installation Instructions table. FL7708 R7 II K6746X Install Details - Clio Angle Mount.odf FL7708 R7 II K6746X Install Details - Continuous Angle Mount.odf FL7708 R7 II R26078 Load and Size Ratinas.pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7708.3 SCH501X 5" Deep, Extruded Aluminum, Horizontal Wind Driven Rain, Florida Product Approved Stationary Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7708 R7 C CAC Ouality Assurance Contract.pdf FL7708 R7 C CAC R26078-Certificate of Compliance.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +200/-200 09/19/2017 Other: Load and size ratings in accordance with attached Installation Instructions table. FL7708 R7 II R26078 Load and Size Ratings.pdf FL7708 R7 II SCHSOIX Install Details - Clio Anole Mount.odf FL7708 R7 II SCH501X Install Details - Continuous Angle Mount.odf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7708.4 I SCV602X Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +200/-200 Other: Load and size ratings in accordance with attached table. 6" Deep, Extruded Aluminum Wind Driven Rain, Florida Product Approved Louver Certification Agency Certificate FL7708 R7 C CAC Ouality Assurance Contract.odf FL7708 R7 C CAC R26078-Certificate of Compliance.odf Quality Assurance Contract Expiration Date 09/19/2017, Installation Instructions FL7708 R7 II R26078 Load and Size Ratings.ndf FL7708 R7 II SCV602X Install Details - Clip Angle Mount.pdf FL7708 R7 II SCV602X Install Details - Continuous Angle Mount.odf Verified By: UL LLC http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxVj W3DA7ioIo... 8/5/2015 Florida Building Code Online Page 3 of 3 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7708.5 T9106X 6" Deep, Fabricated Aluminum, Acoustical Florida Product Approved Stationary Louver Limits of. Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7708 R7 C CAC Quality Assurance Contract.Ddf FL7708 R7 C CAC R26078-Certificate of ComDliance.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +200/-200 09/19/2017 Other: Load and size ratings in accordance with attached Installation Instructions table. FL7708 R7 II R26078 Load and Size Ratings.Ddf FL7708 R7 II T9106X Install Details - Clio Angle Mount.Ddf FL7708 R7 II T9106X Install Details - Continuous Angle Mount.odf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street. 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 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 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 emails 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 here'. Product Approval Accepts: .,. r.:; ® FC6tik 0 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxVj'W3DA7ioIo...1 8/5/2015 K6744X Miami -Dade & Florida Building Code Louvers Page 1 of 2 F µ, The look that works. - Products Green/LEED Case Studies What's New Architect's Corner Louvers Extruded Louvers Adjustable Brick Vents Combination Drainable Miami -Dade Qualified & Florida Approved Narrow Profile Penthouses Sightproof Stationary Storm Class Fabricated Louvers Acoustic Adjustable Stationary Grilles , Louver Screens Sun Controls Special Applications Accessories Selection Wizard What's New Current news and press `^ releases. -5 SpecWizard C Guides you through selecting C WIZARD' and configuring product. Selection Wizard Findthelouverthatmeets your needs and specifications. Revue Models Revit families in.rfa format. Sea rch the site Home I Inside Airolite I Find a Rep I Careers I Contact Us I RepNet Quick Model Lookup EI Products » Louvers o Miami -Dade Qualified & Florida Approved u K6744X K6744X Airolite louver type K6744X is a drainable louver certified by Underwriter's Laboratory under ASTM E 330, Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference, to comply with the requirements of the Florida Building Code. Ewr Iwo Is Other Miami -Dade Qualified & Florida Approved Products K605MD K6746MD K6746X• K8206AMD SCH501X SCH601MD SCV602MD SCV602X SCV660MD T9106X http://www.airolite.com/Products.aspx?v=p&pid=35&sid=5&cid=l 8/5/2015 K6744X Miami -Dade & Florida Building Code Louvers Page 2 of 2 Specifications Material: • Extruded Aluminum, Alloy 6063-T5 Louver Depth: 4",(101.6 mm) Blade: 0.081" (2.06 mm) Frame: 0.081" (2.06 mm) Blade Angle: 35' Test Standard: AMCA Standard 500-L Free Area - 4 ft x 4 ft unit: 8.98 ft' (0.84 m') Percent Free Area: 56% Beginning point of Water 1,151 fpm (5.85 m/s) Penetration: Air Volume Flow Rate at Beginning 10,336 cfm (4.89 m3/s) Point of Water Penetration: Pressure Drop at Beginning Point of 0.20 in H'O (0.05 kPa) Water Penetration: Maximum Qualified Wind Design +/- 200 PSF (9.6 kPa) Load Resources Productlnformation DWG K6744X Drawin¢ K6744X Drawing K6744X Soecs Miami-Dade/Florida K6744XSubmittal Aooroved K-Series K6744X (IOM #475583) General Inforrnation Coroorate Brochure 95th Anniversary Architectural Louvers Severe Duty Finish & Color wik Shi LEED/Green Warranty Info Terms of Use I Privacy Policy I Site Mao 102015 The Airolite Company, LLC I PO Box 410 1 Schofield, WI 54476 1 PH: 715 8418757 1 FX: 715 8418773 1 Login I 3 http://www.airolite.com/Products.aspx?v=p&pid=35&sid=5&cid=1 8/5/2015 IROLITEe. The look that works: a. FLORIDA. BUILDING CODE APPROVED" " DRAINABLE'. rLOUVER. Visible Mullion Louver Type K6744X Maternal . ... Extruded Aluminum (Alloy, 6063-T5) Siatiol aryBlade 0 0131 in. (2,06,mm) Frame 0 08;1 'in. (2.06.mm) Louver Depth; 4 ln.:'(101 6":riim) Blade Angle . 35 FFee' Area.-,4 ft.:x *,''ft. unit ..... 8:98 aq 'ft (0:.84 sq m� Percent Free Area 56.1 % Free Area'Velodty at6eginning, �;, Point of'Ulfafei Penetration - 0.01: oz HiQ/944 ft Free Area ........ 1'0151 fpm (5.85 m/s) Air Voia"nie Flotiv Rate at. t BegigningVotnt:of Water 0enetr4lo_n A tt . x 4,ft. Unit cfm:(4 885 rl /S) ' Pressure,Drop at Beginning � , Point of,Water,Penetratior ,...... 0.204n HZQs(Q..O V,a) Maxtmum Qualified MAnd Destgn toad' / 200 PSF (9 6" kPa) ; plains PRODUCTS' Louvers shalt be dighable LouverType K6,44X•.wtth visible mullionsand shalls li Florlda Building Code Approved.. Louvers shall be 4-irrches:',(101:$ mm)', deep artd.aWs I)iaentlrely;6oui,tk ntded nluminum:componerits; glades And frames shall W 6.081-inch,(2mm) thick altuninutn; alloy 60M-f& Blades 'Mi*be i6t!6Aaiy inco porale dtainable gutters and (>e`spacect approximately 3 1%4lnches (826 min)"on oentec, larrib frames;shalIJiTcorporate drunable gutters to ensure'resistanm to water penetration:. ALL-WILdtD" AssEMS LY Louvers Installed to "the Wind-Bomg Debris Reg dn,shan- be.4ssembled with filletwelds concealed. from vlew:uniess the'slze of tttc louvcrs;makes,bolted connections Between louver sections necessary. Louver blades shall be lourid to each lamb flame with:two fillet welds produced with.t-he pulsed .Gas Metal Arc-lNelding(GMAW/tviig)'process. >achweld_shallbea:minlmum:ofl-inch. (2$. rim) in length With a.Miniinurn 1/8•inch'(318 mrn):,leg 'ramcs big LOUVER TYPE K6744X- Florida' Product Approval No:: FL7,708.1. UL-ClosiMed ',R253761, SM0A 6ATE a s 0 be lol'necl at each comer with a full•length GMAW filletweld Wrth,a ininlmum 1/8=inch (3;it} ttun) throat. i Duvets Installed.outsidcthe„Wind Bome Debris Region shallbe assembled with stainless steel sheet neial,saews, MUCTURAL DESI0.14.01MU1A 1bLW rs histalled in'the Wind=Borne'Debris'Region shalt tie tested and certf. $led th'conipl}r 5vith'Miaml=Dacle' protocols-TAS 01I TAk02'and TAS-203.. louvers installed outside the.V4nd-H6me=Debits Regton shall beAested and, cedWed to'eompiy with Iv arnf=Datle protocol TAS1A2. In addition, loth! , 'shall'be tested towind forces up to:200 psf: Ibuversmust be"wired to a,struc- tural-substiaw in accordance with.Plouda Building Code app'roved,drawirigs: In".addlhoir;'the structural substrate must be designed to accoinrtiodate the point:loads, transferredbytheloubers when:stibject to the design. wind loads. PERFORMANCE RAnNGs F1 EAR_EA: _ $:98 Square Feet (O.f4 rn j �MIN1I�f[livf IREG AREA VELOCITY at'Beginttlitg Point oflVater peitetradon: _ 1 151_fpm`(5 MIN11NUM AIR VOLUME FLO1V RATE 7t Beginning, Point of Water.Penetcadon: 10,336:cfat;(4 885 in'/s) MAXWUM S IC PRFSS[}RE— at; Beginning Pointtdf Water Penetrauon. 0.20:in. llZO (0.096tiPaj SidOseAprcomhlete/ii,M options . UL'Classnied-as;:a Wutd. Restrictive Building Component In accordance w181 ASTht N 0-02, Staiai L76ter i tNuulo VS D66 S44ibkls; and C.urta& Walk,"b),Unt(onn Sfnffc:Atr Pmzw D1 m ,; ((-. ' Buliding'Godd!AS202-94): LOWER TYKE 'K6744X PRODUCT DESCRIhT'ION DETAILS AIROLITE LOUVER TYPE' 'K6744X is; a -inch. (1Ol:b' mm) weep, diainable Louver that is Ftorida :Building Code approved for use i i the Wind -Borne DeUris Zone. The Florida"Building--Code requires louvers :instail -d in the Wind-BOMe Debris Zone ;to be. tested and certified. -to �compl'y with. Miami=Dade=protocols'TAS=201, Large and Srirae Missile Impact, TAS;202, Criteria. for Testing impact and ,Not Irnpget Resistant Building nviiJape Components Using, Static Uni form Air Pressure; and, TA$-203, Criteria for, Testing Product SuJ�ject to Cyclic iAfirlr! Pressure:; "Louvers installed outside the °Wmd..Borne Debris Zone must be tested and certified "to: comply with Miami -Dade protocol TAS-2U2, Criteria: fvn.7esting Impact aitd Not.bnpnct Resisfrrnt Bitrldirtg Envelope Catijioitents Usirig Static 'Uni forrn Air Pressure: Dranable> louvers incorporate gutters in the front edge of each blade and j4rhb,frame to prevent.Water droplets:from cascading highlyeffe'ti blade, and;from becoming entrained -in the intake air flow. Consequently; Louver Type Kb74�iX is -a highly effective louver with AMGA 1licensed air.performance and ivater-penetration',-ratings that enable ,designers to selecf and, specify this product with confidence- 'Please contact your local Airolite representative or the factoryfor assistance with the layout:dn design of support systerns:when reau�red'- 1 r--- _._ _ -QUALIFIED, SHAPES A A GM A A _ A A A: p' A A A (N\ A G;Anchorpoints PA The look.that.worksw LOUVER TYhE K6744X PRODUCT DETAILS TO 12. [.504:BmmJ L41ti Ol' AIROLItE .AV HEAD'AYD Sltl • . qr 7:eD•D} -.OBt 2iinm +OBI jj2,Irivnjj E'%1RUOED [.FJfIRUOED ALUNIFIUN RGD O ALUMINUM —HEAD 'AWV1 vVmBUOPRRt1Dm .: OBt (2EXTRt10ED ALUYINUL B1AD_E UIF OF+. _ -v w Ss (B74Amm] LONG p s SPOC4 ANGLE - IF.REO'D 1 1/4 ((61mm ALUNINUGI [i tmm OB 1 O 4ULudV SJP'T AM1CLE, [ 'EXTRUDED .ALUMINUM RfADE' �. i (1 (SO blpm); 4, (7DT,6mm] 6 SUPPDRT BRACKET. B' (}32.SiPmu;, .. .: :VERp6<.000TT . X,1 ' NN LP CS'B�NUT ,Lt(OOBN.1GO.SCP. rMCAINU%rMLMIJtUAM$M(T_iErSJ5. YAt. Yy4-Bm4:m' ) 2 - .jt 1/2f7x 30 A:mUP8SUP2mm]T,EX1 7piU/02E'D.X,AL1U/M0I'NUM `y. ANGLE, -OBt ((2;lmm)'EXTRUGED ' �AiJ1M17JUN SILL 'At TS - J6;4mmj I - =,/4' . '--AUIMIHUM, SHIN.AT. BOtY6N I ••/ O' - (Ii=m OF. SUPPDRT ANOLFS - _ :MAX, SY-'AIROUTE 'NONCOVPRESSIBIE H_ 1 24 O.G DFM LOAQ SF➢M. `' OPTIONk BIRb'O7: 1J4• - -NOTE: 'NOT pT N40LRE' INSECT SCREEN •. WME Ttl FASTENER SAC /-SCNEGULE: FOR FASTENER 3•. % S % 1/6• Ste. e [ 7:2n •.] " - IYPE d'to 11 MIlly . T6.4mm]•ALUAl,gUM ;o, 'hOKCOMPRFSSIBIE AT14 !4AIr. CLIPS ( U,lON MC1i.10;P DEAD LUAO $N V, SFALAFFi FORS SPEpFtC M011NTING TT`, [304,Bmm GONG: MO•T`T`' . SUB91RA7E/CONO1Ti0N. AT 'ANO ]SILT. NOT BY'A'ROL7TE- '.ExTRUboEO ALIININUM SILLS; 1 %!2" N,: REFER TD FASiGNER• AIT.WNIlV� MULLION-ANCNOR NONcoNPpESSTOLE DEAD �v SCnEDU4£ fOR rnST[NER- CUP 4I/z [FtA,jmm]' 7.OtiD SHIP, SEAIANT AN6 tYPE:' AND OUAN?ISY. " ' LONG.AT HEAD ANQ yLl. BACKER" RQD NC1T BY AROU[E AT •U0.VQ,AYCidOR FOR�S[?EC:Fx; MOUNI7NG" sill Detail .SUBSIP.ATE/COP,.TD, 0 0 _ (BON M .CUNNUM Y 41 55"CS 0' VUWON iWCNOR'CUP 1/4-2 1 i/4'.X 1/4' O; I2' jj 04.Bmm) LONG. Tllr- f/?-20 E ANC1fOR IOR CU ALLV'YDN ,.AVB _ Q' AT�NEAD 0.\D StLl .®' W IiN SS NU7 P 6' [132 broil} LONG S(IF REOb) a.4.15099 ' "PACING ,YAiNES _ � SB' fd.C. WLYIStUN . 6A REFF�i TO_ FA STENER:SCREOU�L�EI I ( m) ALUMWUM A!lICL7G9 3 X;] X 1/b '(B,4mm), +!'OR FASTFNfF TYPE AND WANTRY SU7K+0(Yt MO7L (IF'pEO D) DEPh7.. A[UNIryUM MULWON,'MCH R. CUP AF SUPPORT-ANDLESH11A5 FOR - Dt41E: YAAIC5..(2' [SD BmmJ, .4' [I01 bgsm�f' T;1 [b48mtp]. LONGI AT SPECIFR7 AIDONOkG SU®S RATE/CpNDI110N,' 'REFEfl r0. FASTENER OR b' 162.4mm . SCHEDULD FORFASTENER [ 'AND,sn.1;{IFREo'D) ,A'x a x 1%4'.[B.bmm� r•. . .. -TYPE ANO;'OUANT17S" _ - - ALUM:NUN 5NDI AT TC -AT JAMB -ANCHOR CLIPS UIF -U!O' O O Q .OP•SifFPOAT"ANGLES - . FOR SPECITIC ,VGONRNG f ' :O. O'' Bti.ARD1lTE I c SUBSTRATE/COHDI7W4. .v: W eit'imm) LONG 11/t X I i/2''X T/E` p O' O .' Oc p p OlT D AWM:Nuu - SPuCE AyCLE - ALUMINUM REWO (O.amm] UAYQ AVCN7)R'QIP: B' •(132,ammj. - -- - L9S4G`SPAONCsYARIE3�- - I6- mc: VAXIFJN ( 1/2 x 1 ,/z•, ' :OBI. [Timmj OtIRVMd £XTRUDcD A..UM:NU j ALUM.NUY; UISLIp` SESUPPORT ANGLE AtA+.T AND :Obi [2.linm) BACKER ROD:." - ExifdlOFD. NOT, By 'NRDLITF ALUWNUN, BIRD£ 'LEAIANT MID- 'Nor'BY NROt". YMu1BlE . SECTION mDi SECTION ` N w�OTT-tAWEIDTH B:a SECtiO(—=+R',WIO1N�-�.-.r, OPENING, YAOTH •-�.��:. Q Iamb Detail O Muillorr-Detail 0 l pport Detail' Minimum Section Sufi:. ` ` f. '1.2 i . (30 cm) W'x 9,in. (23 cm),M. Maximum,Sectlon, Size: S } 1:20 [n (365 cm)`IN or 144 in. (366-cm):14' �` (limitedao• 70�sq; ft.) `,— ��I�m, .`, ilia look that works:^ LOUVER TYPE yK6744X INSTALLATION DETAILS: 'WOOD-OPENINGr MASONRY OPENING STEEL. STUD OPENING S7RUCTURAl. STEEL OPENING ' Head Det , , 1 Head_ Dctail'atMulllorl&He.d ai -at Mulllor "' Head Detail,at Mullion - c Mullion` 9 O!Head.,Detail at'Support. 0 Head,DetaR at!Supptitt O-Head DetallatSupport • O Head DetBiFat Support ®: Slll Detail ' O SIII Qetail, 9 f' 0 Sill Detill - 1 i j O'JambDeta,Tl •. ..... ©JambDetallm JambDetail, - FASTENEIRSCHEDULE (f1ELD'INSTALLED - NOT BY AIROLRE) MOUNTING FASTENER 'SUBSTRATE TYPE` DESCRIPTION ANCHOR{LIP'LOl'JITION N"ED MIN: MI GE CIUANTITY"MIN. EMBED DIST SPACING ' WOOD A 1%3 DIA IAG'SCREW jAIv1B' WOOD , 8 :1/4 DIA LAG6CREW 2 PER CUP 3" 21123" VER MULLION(HFAD%SILL) 12PER CUP 3" 1%2"• WOOD B. 1/4°DLA.;LAG'SCREW. S T SUPPORTANGLE SHIM.@IHEADISICL 2.PER SHIM' ,` 3^, 1 j2" 1 1/2 CONCRETE E: 1/2' DIA SLEEVE ANCH , JAMB 2PERCLIP 3^ CONCRETE C i/2',DIA SLEEVE ANCH VERT MULLION (HEADISILL) 3,FER CUP i 3" _ 3" 9• I, L CONCRETE i D 1/,4'DIASIEEVE;ANCH. SUP.PORTANGLESHIM®'HEAD/SILL 2PERSHI(uf 1df2' MASONRY BLOCK C W DIA. SLEEVE, 1 IAMB 2 PER,CLIP 1.172" 3" NIASQNRY BLOCK , 1%2' D!k 1, EVE ANCH. VERT Ml1, UON. HEAD/SILL 5° - ( ) 3 PER CLIP 1 1 /2 ` ,MASONRY BLOCK D 1/4" OIA SLEEVE ANCH, SUPPORTAN.is , IM @ HEAD/SILL %STEE'STUD. E`Fi>F 1/4".DLq'BOLTttNUT 2+PER SHIM 1 112 IAMB 2'P,ER CUR . TNRU BOLT> STEELSTUD (3/l.b'., - - _ t STEELREINFORCED) G 1/4PIA. SCREW 'JAMB 2PERCUP "FULL, STEEL STUD .G 1/4 DIA;SCREiN' VERT'MULLION'(F1EAD[Slll)' 12'.PER.CLIP FULL'. )/2". 1• I STEEL STUD+ G• 1%4 DIA ,SCREW SUPPORTANGL@ SHIM @,HEAD/SILL 2 PER SHIM FULL STRUCNRAL STEEL Eta F. `7_/4" DIA. BOLT U NUT IAMB i' 2 PER CLIP', THRU BOLT 1 /2" j STRUCTURAL STEEL E 114 DIAr'BOLT IAMB (FIELO,DRILL & TAP HOLE) 2 PER CLIP FULL. STRUCTURAL STEEL, E:& f 1/4" DIA BOLT dt NUT VERT.' MULLION (HEAD/SILL) 3 PERCUP THRU BOLT 1 STRUCTURAL STEEL, E 1 %4 DIA BOLT VERT MULLION (HEAD/SILL) FIELD(DRILL tt.TAP HOLE 3 PER.CUP FULL, STRUCTURAL STEEL E ta'F 1/4' DIA BOLT ,NUT SUPPORTANGLE SHIM @HEAD/SILL STRUCTURAL STEEL SUPPORT;ANGLE SHIM Cs�•HEAD/SILL FIELD DRILL to '2 PER . ,fHRUBOLP,' E•, 1'19 [)IA BOLT TAa Hoit j 2 PER SHIM FULL 1/2. STRUCTURAL,STEEL' Gi 7%4"•DIA: SCREW 'STRUCTURAL'STEEC I G' d14' OIA .SCREW 2 PER CLIP' FULL 1 /2° SUPP-ORTgNGLE SHIM' HEAD/SILL 2 PER SHIM FULL 1" f' ALL H la'I U4"DIASHOUTAERBOLTbtN 1" - . - MULLION JOINT VARIES J i' ! AIROLITE' The look.thet works � . I �I- I{ LOUVER TYPE. PEA6744X PERFORMANCE -RATI NGS KCA CART in squareleet Lquveir VAdth inAnchis i0il 12"1' IS I jo Ir 36: 1 49 1 . 'I g -F :, 129 To2 io7a - U, AIRFLOW RESISTANC E (Standard Air - ' Q75--ib.'ft.3j N 1a0 F(eeA leMetocity Louver, Type K044 X resistance. tdnce,^to:aiiflow is ih.pWn wift louver bla-4,es, futly. open..:Resistarice :(pressure drop) 15� depending on 10 - - varies g !jv,!Br 6PPli!:atiq6 (a.ldniake or air exhawt):. Free area velocitit, - s (shown) 'are higher than average, velocity through-6iieiall-lo-uver'si'L-. 1z --�&AIKOLnnE? Th6look that,Works.,�, IU CD LE 5 20 iF 10 0 P. ftfMir 51 53 SA 5.5 - Free Area Velocity. '63 6A .6,5 f,6 OM03 ,The Airolite The.Airolite Company, ,487.z shown herein certifies that Louver Type K6744X show is,licensed to bear the AMCA seal. The r.ati.nqs,shbwn:are based, on'tesis-And procedures' if - pe ormed 1h,accordance with Am , CA Publk;ation''51 I and comply 'with the requirements,of theAMCA ,Certified Ratings Program. The AMCA Certified.Ratings Seal applies only to 'Ak, Perform a rice and Water Penetration ratings. 'WATER: PENETRATION (Standard -Air - ;075 lb./ft.3), The, AMCA Water Ponetration Test ,provides a method for compaiing variou5'louver models and. designs as to, their efficiency in resisting. the pqnetration ofiaihfalll ul�der�-spi�cifit'labbra'to'r.y. test-,condiiions. The,poiint of --Zero w . ater• penetration is defined ;that velocity where - re the water ;penetration curve projectsIhO.u�h'.1011 oz' of Water (06hetratio r-)'per'sq. ,ft. of louver free, arc fo f areal *11"he'beginn.ing" -11 -r Louy-ew Ty, po nt of water Penetration Type -'11(4744k, I's: I 15 1 . fpm T ese free rea velocity. h performance"ratings, do not 9- 6arantee a IOUVerto be, weatherproof or 'Stormproof ancl'sh6ulclbe.6iecl; in combination wiffi-other factors includ- ing.gdod,i2n§inoe�ing)"p84em'en' t in selecting.louvers, LOUVER: TYPE, A6744X J MY - tT. H_ 10 Q _00 V INSTALLATION A _C CES-S-0 WY _Q P T 1_Q N i .OPTIONAL I I/ 1311� 1111"Od I,- X /4" PERIMETER 'LIP MS ANCHOR P LONG SPACINC VARIES OPTIONAL "IRIYOR INSECT OBf [2.Ilmrnj EXTRUDED 01 05"0"", AWMINUM FRAME SCREEN 114 E ALUMINUM FRAME OPTIONAL I' (25.4mm) OR.2" (50.8m,m) INSULATED 13LANKOFF Q PANEL WITH;0.032 (0.8mm) ALUMINUM FACING AND PERIMETER GASKET OPTIONAL 0.032 (0.8mm) ALUMINUM NON -INSULATED BLANKOFF PANEL -WITH P, PERIMETER GASKET O 16-4MMIALUMINUM MULLION SUPPORT ANGLE. (IF REVD) DEPTH VARIES OPTIONNA. ALUMINUM (r [50.8m], 4" [161;Gtnm] OR FILTER FRAME 6- [V52_4rnrA]) AND FIVIER(S) OPTI ONAL' FLASHI NG , 37 x 3- X I/e716.4mm) ALUMINUM L ' MULLION SUPPORT ANCHOR CUP - .T2"[304-dn%M) LONG AT.fIEAD AND 'SILL'(IF REWD) .FINISHES (Select one of the following) ACRYLIC;ENAMEL: W;Iivers,shall, be!c1daned,pretteated and Tin ished W Ith an oven -cured therni6setting acrylic enamel finish that m.eets.or7excei:ds'ttie,peifbi-inance reqtiireinents ofAANIA 260. `Voludtary-Specifleati6n Performance Requirements and Test, OrQcedures'f6r.'.Pig,mehttd'Qrga,tilrCoatings." 2-COAT,FLUOROOOLY - - MER: Louvers shall. be,cleamd, pretreated and Finshed,with an.Whibitive primer and oven -cured Kynar 50001 Hylar 500 Q&resiWcoating'with ffiiiiiinurn 1.2 mils dry -film coating thickness that meets or exceeds the performance requirements of AAMA 2605,. "VoluntaqSpecification, Perform ance.Requijemen ts add Test Procedures for Superior performance Organic Coatings on Alurrilrium, Exfrusiow and Panels." 3-COAT FEtiOR16POLYMER: Iouveis shall, be cleaned, pTqtTea0zd,anA Finished with an inhibitive primer and oven -cured Kynar 500QD Hyflt MOO@ resin coatilig wid-i'mininium 2.0 mils.-dry-filini coating thickness that meets or exceeds the performance requirements of AAMA 2605, '1VbluntaTYSp99lljcatlon, Performance.Reqthrenjents and Test Procedures for Superior Performance Organic'Coatingsbn ,Alu.minum Extrusions and Panels."P CLEAWANODIZE* I,Pfi'vers:shallobe Finished With a Class I clear ahodized.c .9atjrj.g.(AA-�?vl10C22A4]) 'th.attomplies With, the performance requireineutsofAAMA Specification611-98, "Vol un.tary Specification for Ahodi2ed Architectural Aluminum." COLOR ANODIZE: Louvers'shall he Finished •willi,xClassIeldcur with --the PerformaAce' - I AAMA;SpLci61yiically color anodized coating (AA-M10C22A42/44) that complies ' , . �reqq�remei.its-offic�t!6n. 611-98, �'Voluntar' 'Specification. for Anodized Architectural Color shall be '(select- one): Y: Aluminum." Chanipi�gn�, Light Bronze, NWIum Bronze,,DaTI, Bronze, Extra Dark Bronic or Black Anodize. submittal K6744X June 2007,-Revision 6 VIE Coplyright 02007 The Alrolite Company, LLC The look that 'work &,. The Alrolite -Company,. W;1 reserves the right Plo.. 6bX 4l0,.525', Western Road, Schofield, Wl 5-4476441'0 USA 715.841.875T­f -7,i5:8.41.87-73!-wWW.'aitoKe.com to make-productcha�Res. I. 1 1/4 X 1 1/2 X 1/4 ALUMINUM JAMB ANCHOR CLIP 6" LONG — SPACING VARIES 1/20 LAG I 1 SCREW A 2/CLIP ^I1 h III I BY INSTALLER I 0 I 1 BACKER ROD WOOD OPENING 4�- C REVISION MINIMUM G = 0.42 DENSITY za 0°�. REMOVED BLADE SUPPORT SHIM 1/4-20�X 3/4 QA JAMB ANCHOR ALUM L MINUM MULLION SS BOLT MULLION REINFORCEMENT 1/4-20 X 3/4 SS BOLT D 24 O.C. © MULLION ANCHOR ANCHOR CLIP — 12' LONG ANGLE AT HEAD AND SILL C, NONCOMPRESSIBLE ~—LOUVER SECTION --+{— LOUVER SECTION-- DEADLOAD SHIM O 12.000 BY INSTALLER 1/SCREW D 2.000�00 2.000 I-�0�00 2000 SEALANT AND J C BACKER ROD BY INSTALLER MASONRY OPENING SS NUT MINIMUM 3,000 PSI ss NUT 24" O.C. 1 1/4 x 1 1/2 X 1/4 O JAMB ANCHOR 1/4-20X 3/4 3 X 3 X 1/4 SS BOLT MULLION ALUMINUM JAMB ANCHOR CLIP ALUMINUM MULLION REINFORCEMENT 6" LONG — SPACING VARIES 1/4-20 X 3/4 SS BOLT 2/CLIP d 1/20 SLEEVE ANCHOR C 2/CLIP �4 SEALANT AND BACKER ROD BY INSTALLER c Imo--- 6.000 r I 5.000 O O L 2.000 \ 1 1/4 X 'IA, ,M. 1/4 ALUMINUM JAMB ANCHOR CLIP 6" LONG — SPACING VARIES r� 5.000 —� O O 2.000 1 1/4 X 1 1/2 X 1/4 \ALUMINUM JAMB ANCHOR CLIP 6' LONG — SPACING VARIES W/ SUPPORT ANGLE MULTIPLE SECTION W/ MULLION ANCHOR CLIP — 12" LONG 2 ANGLE ` AT HEAD AND SILL NONCOMPRESSIBLE-_ O DEADLOAD SHIM 1.000 BY INSTALLER I' 1/20 SLEEVE I SEALANT AND .BACKER ROD BY INSTALLER. - d d AVAILABLE SHAPES A A A A A A A A AA®AA A A A A A A A A A PAINT A A L 3X 3X 1/4 ALUMINUM MULLION ANCHOR CLIP — 12" LONG AT HEAD AND SILL NOTE: OFFSET ANCHOR CLIP 1" TO EITHER SIDE OF MULLIONS TO ACCESS MIDDLE SLEEVE ANCHOR- © MULLION ANCHOR LOUVER SECTION 4- LOUVER SECTION — 12.000 — 5.000 —�{.— 5.000 —i 1.000 3 X 3 X 1/4 ALUMINUM MULLION ANCHOR CLIP — 12" LONG AT HEAD AND SILL u BY INSTALLER) TYPE DESCRIPTION MIN. EMBED. IN. EDGE DISTM22C A 1/20 LAG SCREW 3' 2 1/2" B 1 40 WOOD SCREW 3 1/2' C 1/20 SLEEVE ANCHOR 3 —CONCRETE 3" C 1 20 SLEEVE ANCHOR 1 1 2 —BLOCK 3" D 1 40 SLEEVE ANCHOR 1 112 1 1/2- bimiuuc n N-1— FIELD INSTRUCTIONS The look that works A (��A A A K6744X INSTALLATION ,%AI AoA DETAILS1 OF 2 K6744X OF�� STEEL OPENING 16 GA MINIMUM THICKNESS MINIMUM Fy = 33 ksi A0 JAMB ANCHOR 3X3 X 1/4 1 1/4 x 1 I/2 X 1/4 ALUMINUM MU WON ALUMINUM JAMB ANCHOR CUP ANCHOR CUP — 12' LONG 6' LONG — SPACING VARIES AT HEAD AND SILL 3/16' STEEL REINFORCEMENT 1/4-20 X 3/4 1/4-20 BY INSTALLER SS BOLT SS NUT NONCOMPRESSIBLE 2/CUP 2/CUP DEADLOAD SHIM SCREWS FASTENERS ONLY) 6.000 BY INSTALLER 1/40 1/40 NUT BOLT 2/CUP D 2/CUP E 0 0 OR 1/40 SCREW I 1.500 W/ REINFORCEMENT G 2/CLIP 2.000 SEALANT AND 1 1/4 BY INSTALLER X 1 1/2 X 1/4 BACKER ROD ALUMINUM JAMB ANCHOR CUP 6' LONG — SPACING VARIES 1 1/4 x 1 1/2 X 1/4 ALUMINUM JAMB ANCHOR CUP 6' LONG — SPACING VARIES 1/40C SCREW 2/CUP V \ OR 1/40 1/411 NUT F BOLT E 2/CLIP 2/CUP OR 1/40 BOLT W/ TAPPED HOLE E 2/CLIP SEALANT AND BACKER ROD BY INSTALLER STEEL OPENING QA JAMB ANCHOR 1.000 1.500�/1,L O O I 2.000 /4%11/2 X 1/4 MINUM JAMB ANCHOR CUP 6' LONG — SPACING VARIES GENERAL NOTES' 1. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO SUPPORT THE LOADS SUPERIMPOSED BY THE LOUVERS. 2. INSTALLER TO PROVIDE SEPARATION OF DISSIMILAR MATERIALS AS REQUIRED. 3. WOOD SUBSTRATE TO BE MINIMUM G = 0.42 DENSITY. 4. CONCRETE SUBSTRATE TO BE MINIMUM 3,000 PSI. 5. STEEL STUD OPENINGS (16 CA MINIMUM THICKNESS) TO BE MINIMUM Fy = 33 ksi 6. STRUCTURAL STEEL OPENINGS (1/4' MINIMUM THICKNESS) TO BE MINIMUM Fy = 36 W. SEALANT AND BACKER ROD BY INSTALLER 1/4" MINIMUM THICKNESS SSNUT MINIMUM Fy = 36 ksi 21 o.c. t/a-zD x 3x3X 1/4 SS BOLT ALUMINUM MULUON 24' O.C. ANCHOR CLIP — 12' LONG —\N7 AT HEAD AND SILL SEALANT AND BACKER ROD BY INSTALLER NONCOMPRESSIBLE DEADLOAD SHIM BY INSTALLER —20 NUT REVISION 7 D.C. REMOVED BLADE SUPPORT SHIM 3/4 MULLION oc REINFORCEMENT © MULLION ANCHOR 7 f— LOUVER SECTION LOUVER SECTION 12.000 i/40 2.000 H�-0 .500 2.000 I--50 500 2.000 3 X 3 X 1/4 ALUMINUM MULLION ANCHOR CLIP — 12' LONG AT HEAD AND SILL 1j40 © MULLION ANCHOR NUT / 3/CUP LOUVER SECTIONLOUVER SECTION OR 1/40 BOLT 3.500 1.500 12.000 3.500 3.500 W/ TAPPED HOLE 101 ALON ANCHOR CUP — 12' LONG AT HEAD AND SILL FIELD FASTENER SCHEDULE (BY INSTALLER) TYPE I DESCRIPTION MIN. EMBED. IN. EDGE GIST MIN. SPACING E 1/40 BOLT FULL 1/2' 1' F 1 40 NUT G 1 40 SCREW I FULL 1 1/2" 11' INSTALLER TO PROVIDE SEPARATION OF DISSIMILAR MATERIALS AS REQUIRED FIELD INSTRUCTIONS PAINTPAINTI PART Na.MAT'L GAUGE DESCRIPTION Ec0 STEELE IA 16718 The look that works 09/08/201 t K6744X K6744X INSTALLATION DETAILS2 OF 2