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Florida B011din, Code Online „41 62 13CIS Home Log In User Registration Hot Topics Submit Surcharge '! Stats & Facts Publications _ Product Approval i^loiid' rUSER: Public User Product Approval Merm > Application Detail FL # Application Type Code Version Application Status Comments Archived =.i -i Product Manufacturer Address/Phone/Email Authorized Signature { Technical Representative - Address/Phone/Email A Quality Assurance Representative Address/Phone/Email Category Subcategory i Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) i i Equivalence of Product Standards Certified By Contact Us BCIS Site Map ! Links I Search FL17472-R4 Revision 201Y Approved *Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 13 Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jflesherCMeasternmetal. com James Flesher jflesher@easternmetal.com Timothy J. Hoard 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 Ext4314 thoard@easternmetal.com Windows Mullions Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA 450 Year 2010 TAS201 1994 TAS202 1994 TAS203 1994 htryn:r;wun.11oridnbuilding,orgiprtpf app titl.aspx'!partm-wGEVX(zwtDqtCUGgsjQiz(iAvC%2bOtoU)S%2ryzYXcYzptRi116cgMpeSHGw%3d%3d[I/24.r20202:51:57PM] f I", Oil liollduig Code Online Product Approval Method Method 1 Option A Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing set for mullion size, angle and design pressure rating Certification Agency Certificate i&2W.1Q4 COR2-_Q f Quality Assurance Contract Expiration Date 09/22/2021 Installation Instructions FL17472 R4 II PA-0004 HVHZ M lls SS 1— 09 13 Verified By: Hermes F. Norero, RE, 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER6414 55 201 -_Q —11 c� Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T and:X Configuration ....... .._ ......... .......... _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1772R4 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ: Yes € FI 1 7472 R4. C CAC_ EAS 622-102CAR,PDF Impact Resistant: Yes �117472 R4 C CAC EAS_£z2Z t03CAR.PDF Design Pressure: N/A I L17 CAC EAS 622-105CA Other: See drawing set For mullion size, configuration and I FL17472 R4 C CAC FAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Rate 07/18/2021 Installation Instructions FL17472 R4 11 PA-0003 SS 2018 02-14 df Verified By: Hermes F, Norerq;'P,F.`737.78 ! Created by Independent Third 'Party -Yes Evaluation Reports . FL17472 R4 AE PER5505 SS 2018-Q2-14 12df Created by Independent Third. Party:`. Yes 3;,7z3s f . � . I - t.. N The State of Florida is an AA/EEG employer, Copyright 2007-2013 State of Florida.:: erivacy 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 4S5.215(i), 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 ofncia3 communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department wfth 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: 91If1 .,, ® eGh.EcA - Credit Card. Safe hispi'xisw,iloiidabui€ding.arg'pr,ij;...PPP._�itL:�spx"pnrurr-+ttlf;VXl1n'tngtCUGgvjOiz(iAvC%�2tr01al:Ji% �1'yzY,l-cYzptRil [(icq\dpc5€iGtiti%. d%3AI €%24i2020 2:51:57 Pbll Documenliitle: Structural Performance Doc No: FRIUI B1-02 Rev No: 7 Page: ot: �'�,- ,�"'ertificati®n 4'.':r l�l ,i't{. n'♦-I5'_YN :..FT:.,. _ Authorization Report____ Required By: 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 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. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4" Aluminum Mullion HIV/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 & PAITAS 2011202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: Test Report Expiration: CTLA-3010W 8A19A 7/18/2021 Authorized Signature: 2018.02.1 6 11:10:21-05`00` Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 wW W. KF_YSTO NECERTs,COrvi V YSTQN Appendix 1 CAR No: 622-103.0 Expiration Date: 7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 1"x4" Aluminum Mullion, Horiz/Vert/T/X DESIGN 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 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 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 53.1 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLIOW 1" x 4" -TWO-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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168A 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 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 96 138.2 103.7 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 1 36A 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 10013 New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com BUILMNG DROPS A Perfect Solution In Every Dropi Ctr[IIkate of AvUlmimtlarr: 29579 398 l_ai# Da1311 Reach QIv0, Suite 338 tom Beach, R33404 9,54,399,847E 0I-1 954.7444738 FCC crantact0builtlin9drops.com Of Eastern Architectural systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval W FL17472 ReportNo.5505 6th Edition (2017) Florida wilding Code Method - Category: Sub - Category: Product: Material, 1-- A (Certification) windows Mullions NVHZ Clipped Aluminum Tube MitllfVWi Aluminum 6005-TS & 6063-T6 Prepared for: Vzi teirri AmhfteCtL1rtt1 S- terns 16311.1. Crt78Y eOic Ave, Et Myev s, Fl, 33912 Prepared by: Hermes F. Norern, P..8. Florida Professional Engineer It 73778 Date: 02/0 j18 corltents: Evaluation Rcport Pa ,cs i —h D1911ally '9 01md by Humoa F. Hamm, rll.. Reason. I alit approving 11116 doc niont Mla: 2rtilr.02.14 16A7;'.8 _06,00, tict11ttrtjj� t� r Herrn/srlic o, P.E. Florida No, l3778 BUILDING DROPS A Perfect Solution in Every Deopi Mertificr;l� of As:(h+.€€iu€ric7€€: 29518 Manufaciwer: Eastern Amijitectural Systems Product Ujtegory: Windows Product sub -Category: Mullions Compliance Method, Rate Produ�.t Approval Method la Product Barrie: HVHZ Clipped Aluntinurn'rube i+ illons FL# , F1.17472 Report No; 5505 Scope: This is a Product FvalisaCoir Report isscied by Herman F. Novero, P,E, (Pl, it 73:778) for Enst°eril Architectural Systems Dosed on Method la of the State of Florida Product. Approyil, Florida llepirrinient of &181 Bess and Profvs.Oonal Rep ulatirli - Florida l3ilf[dir3g :r ritrnission... Limits of Use: berries F. Noreen, P.F. does not have nor' will acquire financial interesk In the cornpan.y 171e11ufaci:uring or distributing the product or in any other entity involved in the approval process of the I)roduct narned herein. This procloct hiboen evaluated for use in locations adhoring to the Err' Edition (2017) Florida l3ui1ding Code. SLICI hlr tallrreian InStrrtCtiOnS PA-0003, signed and sealed by Hermes F. Norero, P.E. (Fl. 8 73778) for specific �!.6e parameters, J- ibis product liar been eval€•ratr d and Is In compliance Mth the G`i' Edition (2017) Florida Building Lode, includin they 1-11gh Velocity Hurricane Zone" OWK), 2, Product anchors shall be as listed and spaced as shown on details, anchor embedment into ±,Liinstrale material shall be beyond wall dressing or str cco. 3. When used in areas requiring wind borne debris protection this product, cornplies viitl, Chapte,r 16 of the Gr" Edition (2017) Florida building Corte and does not require im 1pipilct reslstant covering. Individual window units must be impact rated vsrhere.applicable, 4. Site cOnditions that deviate from the details of.drawing PA-0003 require further qn&eering analysis by a licensed eglneer or registered archltect. 51 All configurations drown in installation instf'gctlbns PA-0003 have been gijaliflWd. as regpired by Section 11011.8 of the 6111 Edition (2017) Florida Building Cade, 6. Secs installation Instructions PA-0003 for size and design pressure limitations. Hermes F. Norel'o, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS F11-4h FL.17472 A Perfect Saltation in Every Drop) a�ste; i7�/4E/18 Cer[iriCaia Uf Autlloiicatlull, Zz1S7l3 Report No. 5505 Certification Agency., The manufacturer has demonstrated compliance of pr•odilcts in accordanSe with .tlie Florida BUIIrling COde for rnaiiufaetilritt(; under a Certification Agency throu.Rh Keystone Certifications, Inc, (1--BC Organizatlon it: CLR1523), Referenced Code Sections, 1. 170,M of the 6"' Cditlon (201.7) FBC References! Rats: 11 Procluct'resting perfori-ned by: Certified Testing Laboratories (FI3C Otganization xl: TST1577) Report 4: CTLA 301OW-4 Resort Dlte: 07/18/14 Report 0: CTLA 301OW-4A Report Date: 07/18/14 Report it: CT€.A 301 OW-5 Report Crate: 07/18/14 Report It: CTLA 3010W-5A Report Date, 0-1/1,8/1.4 Report P. CTLA 301OW-6 keport Gate: 07/18/14 Report It: CTLA 3010W-6A Report Date; 07/19/14 Report !I; CTI.A301OW-7 Report Date: 07/1.8/14 Report il; CTLA-3o1OW-7A Report pate, 07/1.8/14 Report V., CiLA 30.10W-8 Reporl Date: 07/18/14 Report tl: CTLA301OW-8A Report ©ate: 07/.18/1,4 Report It: CTLA 301OW-9 Report Gate: 07/18/14 Report II: CITA 301OW-9A Report Date:07/18/14 TA5 Reports Signed and 5eaied by, Ranesh Patel, Pr 20224 7. Certificalon Agency Keystone Certifications, Inc. (FBC Orgunization It: CI:R1523) Hermes F, Rlarero,.P,r. 1'loridi No, 73778 Page 3 of 4 A Perfect Solution r�nalratl�n' 29578 in Every Dropl Date; aajar�j]s3 ReportNo.5505 (:�rtlnr:3i,r,�r At} Installation: !. Apprr�vc�cl ar3rr7rrr Cyprs ar�d sttlistr;�tes arr as folltrws: A. For two by (2A) wood frame cubstr'ate, use #14 Wood Screw tyre wood frame anchpi-s of sul I.c ui It I€ ogth to achieve mini murn embed n'ient of!, 50" into wood framing. B, For concrete or masonry substrates where one by (U), nor -structural, Wood .bucking is €;r Trployed, ust: 1/4" diameter iTW Tapcon type concrete screw anchors.of sufficient longth m achieve minlrourn embedmo nt of 1.25" rota concrete or Masonry. C. For concrete or m�qsonry substrate wherewood bucking is NOT employed, use 1/4" diameter rTW Tapcon type concrete 5Creo) anchors of sufficient length to achieve m1rilinurn ernbednient'of 1..25" into concrete or ntasonry, D. For MCI stud M67,tratc, use 1/4" Grade 5 self-tlriilirtg scree type metal fr'aine,ancltors of sufficient length to achieve a nAnimurn three th-reads penetration beyond metal structure. Refer to rnstaHation Instructions (PA-0003) for anchor Iacatloris, design load tables, and ftrrther details of their'€,t:rllaticrrr I'MIirirerriunt5, Design Pressure: See drawing PA-0003 for mullion desing pressure tables, mullion pr'nflles, and installation details. Her niLis F, Nore ro, P.F. rlorlda No. 73778 Page: 4 of 4 f 1 f j y f " fH Or .Ya �• Ps -� ,.- � 1 i" ra � cY n r i •? n r7 I; LL [ it tr K Lc >';w I £� r 1- - tl vp a1 k m jj � x. ci I) 3 Sf I 3� OR W }_ is- i` ��Lc(000{p�n�iJ s?,A yu�i 0 ssn f 2� J l7 ie 1 <� z f l G Li 1 fJ � ra ` V „b :i J lti 1:' 4l •Y '1 y cf h :� ti - -a 3 ` u a , i e 14 W .0 T 00 Lh z 1 77- itil 04 ('j et fy) Ln NOW Ln rl 0wi In 0 rt CO ro m P t 00 I 'g A u , 22 �.hl� San '1 ]`n �• .._ - - -__ .__ -. may. � � U'1 G � ' � � � � � 6 � r 'a W . Me ! I oa y I Y1 !J iN ~ 4d m a �m .._........ --'- ^ Y'1 i d �r in H x�C� rl APR \e u, :�� U� �i XCI ti'�r rJJJJtiI 111111\ n.c.. 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