Loading...
HomeMy WebLinkAboutAPPROVED mullion Floridi Building Code Online y„ �'S' sy'•'y ' ' k?. �',r^�:.:y car,-ate' .�':^s' y �: '-'✓'�s..� r s� ��.,r vs ,�„-�r,„ :;?`�' � �� �.,^'""_ �s �� � �� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts '. Publications ' Contact Us i 8CIS Site Map i Links ', Search Floil�a goProduct Approval USER:Public User Product Anoroval Menu a Application Detail FL# FL17472-R4 Application Type Revision x Code Version 2017 � f Application Status Approved *Approved by DBPR, Approvals by DBPR shall be reviewed and ratifsed by the POC and/or the Commission if necessary. Comments ` Archived p Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. a Ft. Myers, FL 33912 (800)432-2204 Ext 430S jfIesher@ea stern metal.com Authorized Signature James Flesher flesher@easternmetal,com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 t thoard@easternmetal.com f � Quality Assurance Representative f Address/Phone/Email s Category Windows Subcategory Mullions sE Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc, ,m Validated By Keystone Certifications, Inc. Referenced Standard and Year(of Standard) Standard Year �-��T r�� � � .• AAMA 450 2010 � x TAS201 1994 TAS202 1994 s TAS203 1994 �r "arT Equivalence of Product Standards Certified By g ,ry a. htllss:!l5vtvty.11uritlnhuilcling,ur��pi;pr.ppp._dtl,aipx?par;iin-ts'CiE:V:�(?trSl)gtCL`(ig�j(2izGA�C%�?hOKsE1J'i%�fyzl'\cl'zpiRll I(icq\1peSl iGsc°i3d°/id[i%24,�2020''i L 57 PAl] i E € I'lorida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/01/2019 Date Validated 10/02/2019 Date Pending FBC Approval Date Approved 10/09/2019 SUinlnary'ofPr4diicfs pL# Model Number or Name' Dascriptian --- - . y r 17472.1� - HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in WVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 V ., Design Pressure: N/A Installation Instructions Other:See drawing set for mullion size,angle and design FI 17472 R4 II PA-0004 HVHZ Muils SS 2019-OS 13 odf pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes 1 Evaluation Reports ' �� � - Created by independent Third Party_ Yes 17472 2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T and X Conflgurations k� mg _ - fU Certification.A Agency — Lf.mits of Use ....: � — — 9 Y Certificate t Approved for use In WVHZ Yes ' FI i 7472 R4 CAC EAS 622-10�.(�AR[ PDE t � Approved for use outside HVHZ:Yes Fi i�a72 R4 C CRC EAS 622-102C�,[Z;pl2� x FL 17477 R4 C CAC EAS 622 103CAR.PE -- Impact-:Resistant Yes — { y Design Pressure:N/A FL17472 R4 C CAC EAS 622-105CAR:PDF other:See draw€rig set for mul lion size,configuration and L1 4 2 C EAS 622-10 F�.. design pressure rating Quality Assurance Contract.Expiration Date „ 07/18/2021, M Installation Instructions r" 2 - Verified By, Hermes F.Nofero, P.E. 73778 MC Created by Independent'Third Party: Yes r a Na Evaluation Reports FI17472 R4 AE PER5505 SS 201B-Q2-14 d U Created by Independent Third.Party. Yes Contact Us-• e - slbiilty Statement: Refund Statement The State of Florida is an AA/EEO employer f r �tntwACCes ' a Under Florida law,entail addresses are public records.If you do not want your a-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 45S,F.S.must provide the Department with an email address if they have one.The emaiis ate ; provided may he used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please s 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 bere..,, -. .- Product Approval Accepts: CredR Card N' K IttpS:iiw44'SY.t)URSlnhlldding.Vrbrl7Ylpr.nl})7 dU,nSp%?para}71=15'G�VXf�li'Ii]giC.CIGbI'.1Q17.tSAYC I:2hOtoUJS%a'fyzl'\cl'zl}1R1tf�Cgivlpc5}](ity%aid"/old[I:24r20202:51757 Ph1] i Document Titte: Doc No: FIRM B1-02 Structural Performance Rev No: 7 KSYSTON C-�17"S"i i°IGATiCS rt5.INC. Certification Authorization Report Required ay: PRO B1-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many E factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. E: Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 2011202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W 8A/9A Test Report Expiration. 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070 11 :10:21 --05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW,KEYSTONECERTS.COM : YSTon� Appendix 1 CAR No:622-103.0 �sArk��.ToNs.iric. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: VxV Aluminum Mullion, Horiz/Vert/T/X RESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 is 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.E i 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76,7 96 140.1 106.3 86.3 73.2 64.1 57.4 53A 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.5 363 35.9 33.1 RESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" -TWO-WAY MULLIONS SPAN TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200,0 36 200,0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.D 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119A 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109,2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 1 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4, Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd,Suite 100E New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com i 398 East D 1111a 13tach Blvd, BUILDING DROPS ? Dania Beach, FL 33004 z A Perfect Solut}.on in Every Drop) 954 399A478 PH C&t1 ic6tef of Authorintion 29578 : 954.74 47, 8 W cenk�ct@�ulldln�cir�ps:com. E Pradmt Evaluation Report i f of i it s errs Archlte turbl Syst rms HM'Ciipped Aluminuml Tube M.W.Horls for F Florida Product Approval FL1.7472 Report-No. 5505 6th W iQn (z017)'Fli0ridI Building code Method:. I'--A (Certif ication) Category; Windows Sub Category: Mullions E Product: HVHZ Clip pecl Aluminum T"bi?,Mullions Material; Aluminum COOS-TS f 6063 TG Prepargd for; Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL3 912Propare `t,��i►tilEll�ri���� Ile Oermes i k Norm, i''.ir, 7 Florida Prufessuanai Engineer 11,73778 7 Cate.,02/06/18 r '! ,• raluatsr�ri Report Popes I- t�igllulEy sl[j rtsrll?ji Harmon 6.,Neraro,r.1 , Hermp'Vl .IWill)M'P.E. ft nsoA:i iinr r pprovin�Ihl6.cigaut�lorrt Fforlda No.73778 Dale.,2011102.14 M47AW-t15'0.ty i E' E' BUILDINGDROPS l•L#- PL+17`47'21 €. Ilk A.PerfectSolutlon in,Every Drop! Report No: 5505 coftificate of Au 0m izalk ri=?9578 Manufacturer, �otern Architectural Svstenis l Product Category: Wit dpws'. Prodat Sdi -Cotegaryt mullions 'Compliance Methoci. State Pm(doctApproval Method 10 E. Product Nam0: HVHZ Clipped Aluminum Tube Mullions E' ScOpe: This is a Product f4uatiorl Repurt issued by Hermes F..Norero,AX.(FL t!73778)for Easter►t Architectural Systems ba5edi on Methpd la of the State of Florida i rodu.et Approval,Florida Department of t3usiness arltf Pro( Scional Rirguiatlan- l.nl'lda Bulidfng:C.grnmissi'om E Heerriues F.`Norera,P:E.does not have nQf Will acqulre flminclai interest In the company mala;ufacturing or dlsti'Ibut}ng the product or'in anV ether entity Involved In the approval process of the product ijarned:}prein. This product has be n evaluated for use.ln locations adhering t©the 011 Riftlon(2017)Florida Building Cade, See Installation Instructions PA-0003,signed and soiled by 1•Ierme§F.'Norerp,P: {FL I{7$.778)for specific use parameters.. Lirnits'of Uses ; 1, `f111s product lifts Been evolootvd aiid Is in carnpliance rvlth the 6'h Edition �24 7)fipri�la Building Grade,iricluclfnrg the"ifiigh llel�r`}ty l iurrieatle Zone" {i1V112}. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When usecl in areas mcloiring,mind borne debris protection this product..complies with Chapter-LE of the Gil'Edition(2011)Florida Building Code and edges not require an impact resistantcovering,Individual window units must be iMpAct rated-where appi(cable. l. Site conditions that deviate from the details of cls'a4vlrig FA-0003 rerlulre further r't pbleerin}t artalysls ay;�.licensed englijeerar'ragistereil arcllitecl:, 51 All configueatlons shawri In installation instrwctions PA-0003 have been qualiried.ns required by Section 1:709.$of tho 6"1:kdfk1otl(2017),Florida Building Code. S. See.Irt'stallatldh Instructions PA•t 009 for size and design pressure limitations. Hermes F.Norm, P.L. Flodda No,73778 Page 2 of 4 i i BUILDING DP FL#- r:L17472 18 A Perfect Solution iii Every Dropl t�:�tt. 02/ 550 Report No: 55f15 ercittc [�of Aumorixatlow 29578 Certification.Agenq: The manufacturer fias dantonstrated.cornpliance of products ln.amordanpc with the Fiorlda SUllding Code for mario(acturin€;under a CvrtMf gtfon Agpnq throagli Keystone Certi#Icatiorts,:jr.qt(F8C Organization CCli153} Referepced Code Sections., 1 1709.8 of the 64,C.d Ilion(2017)FBC Referencoo Data; I. Product Testing performed by. Certified Testing laboratories {f[3C t7Ytatir7tinri,tf.TS`i"157 ): Report it CTLA 101bW-4. Report Uote:ti7/ 8/ tt Report 0,,CTLA;30lUW4A Depart cute;P7/18/14 Report M.CTLA 3010W-5 R..opwt pcjte.07/18/14 i Report it,Cl'I,A 3010WN 5A Wort pate:07/18/1.4 Report it,CTI.A 301QW-5 Report mate.07/18/14 Report it;CTLA 301OW-6A Report Date;07/1811A Report tlr.GTi A 301OW-7 report uate;01/;I.R/14 Report th CTI.A 3019W4A Report pate.07/18/14 Report 4,C` -A 301OW-8. Report Dates 07/18/14 Report lt:MA 3010W-8A Report iaate,W/18/14 report th.CTLA`301OW-9 Report path:07/18/14 Repoo It:.CTLA 3010w-,5A Report Date,07/18/14 TAS.Reports Slgned.and Sealed by.,Ramesh Patel,.YU.70.224 2. Certification Agelicy I{eys c�rle Cei of icatiot�s,Ins, (FOC Orgartlzation Ih C[R1523) I Hermes F.Norero,P,E. Florid-a No.7:3778 Page 3 of 4 18 A Perfect Solution in Every Dropl Date: {l2/t]50 UrtlkiwofAuthorixatI n:290 Report No: SSdS Installation; `1. Approved anchor.typos.arid substrates arc a!i follows: X Far two:ijy(2X}.:wtiocl frame sEJbst ke,use t#14 Wood Screw t.Ypc wood frame,)r►ehors.vf swficlent logth ta.achfeve mirjin}um el��bit ment of i,50" Ito wood framing. 3 D. For concrete or masonry substrate where one by(IX), nanmstructural,wood'l t►c.l inn, is ergloyed,.ijse 1/4"dlameter ITW T'alacon tyre concrete screw.anchors of sufficient. length to achieve EnImmurn eml3eament of L25"into,Concrete or masonry_ ` 1 C; For concre.teor,rnoso try substrate.where Wood bucking is NOT employed,use 1/4" r; antetor.ITW T'apeon type.coni rote scrc W anchors of sufficient ieril;th to achieve miiiltiium embedment of 1. 5''into congete or masonfy. i D. For mc-tal stud sub!r trite,pse;3/4"Gi•ada 5:self-001111%screvu typuBletal rrarrle anchors of sufficient length to achieVe a,miII)n ono th!e tt)reads penetration lieVond metal structure, Rofee to I.hsta&jiivk.1'IfIstruclium(PA•0003)for anchor loca.tlotls,design ioad.tnbles,,ind further details of the Installation requirements Dee h Prossure, See drawing PA-0003 for<�ittlllon.desing,lsres�ui .tables,mullion profiles,and Installation details.. Hermes F,hlorem, P.E. Florlda No,`73778 rage A.of 4 ; E 3 r _ VI Al��, �:- �7___.... � � rA„.-,...:. �... �L— J. 1➢ V be }� d i'r a=A .C 0 UJ Ti OR 3 F vu �R a . ,✓ 1; rl -4'1LU 4� MaRM Ha t. O. 073 �o ' r as ♦����Q *b ���'�i T �y g -�� S 98. Pam Poo v N Ni. ..si1���7t 1tti1111�\ E p Q '44 '. ig fa -H e9 .. Is y o KKK4 C.i q5� C -i 2 � d o r5 a C. a 772 Sxe4-( 7L1Ls �r - �,a,te. 19- h ell t1 r! i I u egg v� 920 goo � 3 � Vol F 6! C E chi � tt t. K a 1� s gz oa Gti —Y F as n Q L act- ItA p. � �—'�' (}^+�J M W .tad•�t�- ��a �1 :::555 MAR in z g t r` YS � `4. R `j ni St SSS11i4 1rt� C7 W o _ � 00 P M U f�{ , .. &< a! /Mal ! most H a as 19 Ir � q � Solk p l#w P �l Man No AM E ) as i ! r w a. �e w ,. z ��tYS zx Oga_l ry `v u € � V y 7— at (I S a _wq � re. yt 6 Yr �-A"A P 2 t€�� a �d � a 5 a rS w am Fly hX h Vl. R I WO 4' pia 90° }ryx 4, K 4 N R i# t O �q5 u s w� 19 uj 79 s� r w , vS. A.p . =.� M V154S9�Uilll��t� i p� :, u `.. ..w� C�A n. a�❑� ��_N fY�'p � u.C.�p PING 2 ri ri r� "ui a _`--' x 00 s - o a M4 RM AA qq a } K _ nz ri Lr a� sn r, ..• - x a w m �. wi Ln 0, q t]d ao ci c•w a v ei 1[f�� r. 4U V 8 Z)O 7 m LLs rhos 3R$ uw — — �I I E E, 1r y �u� 1 bi SQato 3 LL Jan .� �'L ` k W ¢ Bn lu �. lu p g QEDtj RH MOo.9 -'x 4zw{ R d� 9 � n S 7- F 2ru n pW- - vUoN in R ;3 6 tl id .0 - ,,,15�f klili711lf�jf. © r ❑r3 }rr _f�Q` �eGS z z ti�� p ,*2l3� ii t!i u"F�� xrcSzdT •M ' � C' ✓7.�M-Vk r r 1 - � n R s d � E � n a. :a — !gg - r, x Ln W R AM M I &O RINNU M x Ln o n fmF:itl � V np 9,tl Py .j W1[i N N �I r� 1L � ��t�Y�.Y�s�� �i� _ ._ _ a-1 �. $ z V E' f _ J �t . it 71 NJ : a 2s lz ra NL I rn- ( iLq gwU..E' ¢. V3 Z ui ZI 12 Z Li 22 r[7 F. m �udo� 1 . � -� H .-i-r�rri ci sir ui r,�ll1fl Filtl�l, 3 a. �1 U r u. a 00 r;Da �r� SdFi � M ME- - M s+ :i e r`I 7'TS ti^ Ci m :3 .1 yi`�i vl eri d +1 o 0 OEM INVIMMORNM W. Fl f`i !'i= `a m R R P4ti m m mP z t Ada u o >C • ti — i i ocl a k .g@ 0 a Q. an 3 ;ems- - fin q SS 52 tr wq��LY 30 15 no .�u�'g�r�� Irfi�il�ttt R m N: n ym x l V'A G ril fly N- 2 i7 IC Vi .Q O 'iw+ a n {s oo�q a d a �qq�yy i'� 9 R A r m Fl �k M. K .-- Id R R R 1 RJR Ra q tRa n o oo[ ' Riq R � # E I Ln t AR y 74 2 •� :� w `�'�: to-�- t ��` g s� � j p L e IM"NW] P Rfi� wQ� Iz ' H� w It 42 d 4.� L7 w•F }�^^a LO rgfz yk ��`J�G'� El 4-1 1 lif tin of o z— a F-IV _ suaoz I'tlr*pew", w �m ki ' a r .d WCNN a o fo rr4 io aoaaa w a ao c n;n ` 0 14 Q4 0� no F. h oallop:a a m W ' w n a[� r.�rJ c[]j ap a � ROOM s �i qsm•' �.a i eta" � a Val Vk J� j p '� '�•`� ty 'tom� ��(.j cn J tt i