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HomeMy WebLinkAboutmullionsHonda Building Code Online db d 2 �r PCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats & Facts Publications 1 Contact Us i 13CiS site Map Links ',. Search iProduct Approval USER: Public User P dti6[An �reval Me> > Applkation Detail FL it FL17472-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 2010 Archived ❑ Product Manufacturer Eastern Architectural Systems Address/Phone/Emali 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4305 jffesher@easternmetal.com Authorized Signature lames Flesher jflesher@easterr)metal.com Technical Representative Timothy 1. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoa rd @ea stern meta I, com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By brpx.!t,crcrc.0ondnbnilding,orglpdp, aln,_ditnsps?pswm=rvGF.VXQwID(iICI;GgvjQizOAvC%2bOto6J3%2ty7YXcYzpfRlilGogMpc5HG,,%3d%3dI V24/2020251:57 PMi Ilnndu Boldin", Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 17472.1 Method 1 Option A 10/01/2019 10/02/2019 10/09/2019 HVHZ Clipped Aluminum Bay/Bow Mullion 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 HVHZ Clipped Aluminum Bay/Bow Mullion Certification Agency Certificate FL17472 R4_C CAC 662-1_Q2COR odf Quality Assurance Contract Expiration Date 09/22/2021 Installation Instructions FL17472 R4 II PA 0004 HVHZ Mulls 55 2019 - Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER6414 SS 2019-02-1 Indf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clippl and X Conn Limits of Use Certificatic Approved for use in HVHZ; Yes EL17472' R FL17472 `R Approved for use outside HVHZ: Yes F 1_4 747 Impact Resistant: Yes ._R FL17472 R Design Pressure: N/A FL17472 P Other: See drawing set for mullion size, configuration and Quality As design pressure rating 07/18/202 Installatio FL17472'A Verified By Created by Evaluation F 1_L 747 2R Created by �_ tion Date i-14.odf 3778 Yes -1.�,4.ndf Yes Contact us : - 1 VA - The State of Florida Is an AA/EEO employer, Provincial 2007-2013 State f Elorkla. 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, FS., please click bete . Product Approval Accepts: I'll psJurry l...did ildllgaq u,, app.dll..l ,1 nam=wGfVXf2rctDgICLC4yj(2i bAvC%260roUh%2tYa}V RzplTdnGcghlpcSHGv%3d%3AI it^_4'20202'51:57 PAQ CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 622 - 103.0 1/1612015 2/16/2018 7/18/2021 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: Document Title: Structural Performance Doc No: FIRM B1-02 Rev No: 7 P'Q': 1 ac 1 5-YSTOE Certification Config: No Reinforcement C.FIi I IrICM1T1oN5. INC. Max Height: See Table Authorization Report Required By: PRO B1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 622 - 103.0 1/1612015 2/16/2018 7/18/2021 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 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 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: Test Report Expiration: CTLA-3010W--8A/9A 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11:10:21 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONEGERTS.COM KEYSTONE' Appendix ' V9� CAR No: 622-103.0 G ®® 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 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 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com 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=44.339.5 88.4 77.4 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 59.2 53.1 52.5 48.8 108 98.1 74.2 60.1 50.8 41.6 36.3 35.9 33.1 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 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com DESIGN PRESSURE LIMITS FOR MULLION: 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 1 200.0 1 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 .0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200,0 .0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 !20.0 .0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 .7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 .7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 .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 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com BUILDING DROPS t APerfect Solution In Every Dropl Certlflcute of Authorization: 29578 Product Evaluation Rapers Of Eastern Architectural Systems HVH1 Clipped Aluminum rube Mullions for Florida Product Approval Report Not 5505 6th Edition (2617) Florida Building Code Method: Category: Sub - Category: 398 last Dania Beach Blvd, Sulte 338 Dania Beach, FL 33004 954.399,8478 PH 954.744,4.738 FX contact @ bu t I d i n gd ro p s. co in 1— A (Certification) Windows Mullions Product: HVHZClipped Alumirtum Tube Mullions Material Aluminum 6005 -TS & 6063-T6 Prepared for; Eastern Architectural Systems 16311 Pomestic Ave. Ft Myers, FL 33912 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer It 73778 Date: 02106/18 Contents: Evaluation. Report Pares a -A Digitally afgand by Herman R Norma, P.r. Ream,; I apt 4vprovinu 1616 doculaviil Date: 2018.02.14 16:47:.0.05'O0' ,,ttttt 11 0171///, F. 1110 Flermesllr,INrditutr~o, P.E. Florida No. 13778 BUILDING DROPS FL$A, PLI7472 . Date: 02/06/10 A Perfect Solution in Every Dropl Report No: 5505_ renificate of Audwiiaatiorii. 16578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category; Mullions Compliance Method:. State Product Approval Method la Product Name;. HVHZ Clipped Aluminum Tube Mullions Scope: This is it Product Evaluation Report Issued by Hermes F. Norero, P.E. (FL it 73778)for eastern Architectural Systems based on —Method In of the State of Florida Product Approval, Florida Department of Business and Professional Regulation Florida Bulking Commission, Limits of use: Hennes F. Norero, P.E. noes not have nor will acquire financial interest in the company manufacwring or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6'1 Edition (2017) Florida Building Code, See Installation instructions PA -0003, signed and sealed by Hermes F Norero, P.E. (FL N 73778) for specific use parameters. 1. Theis product hes been evaluated and is in compliance with the G'h'Edition (2017) Florida Building Code, ineludin the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details: Anchor embedment Into substrate material shall be beyond will dressing or stucco. 3. When, used in areas requiring wind borne debris protection this product complies with Chapter 1.6 of the 61" Edition (2011) Florida Building Code and does got require an Impact resistant covering. Individual window units must be impact rated where applicable, d. Site conditions that deviate from the details of drawing PA -0003 require' further engineering analysis by licensed engineer or registered architect, 5. All configurations shown In installation Instructions PA7000P have been qualified as required by Section 1709,8 of the 6111 Edition (2017) Florida Building Code. 6. See Installation Instructions PA -0003 for size and design pressure (imitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS rtu: rL17472 A Perfect Solution ht Every Dropl Pete. 07o: 555 8 tT Report No: 50a Certificate of Alftliorizatlan: 29578 Certification Agency: The manufacturer has demonstrated compliance of products In accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, ine (FC3C Organization 1h CER1523), Referenced Code Sections: Referenced Data: 1, 1709.8 of the 6"' Edition (2017) FBG 1. Product Testing performed by: 'certified Testing Laboratories (FSC Organization it: TST1577{ Report it: CTLA 3010W-4 Report Date: :07/18/14 Report It: CTLA 301 OW -4A Report D2te: 07/18/14 Report #:CTLA 301 OW -5 Report Date; 07118/14 Report It: CTLA 301OW-5A Report Date: 07/78/14 Report H: CTLA 301OW-6 Report Date; 07/18/14 Report It; CTLA 101OW-6A Report Date: 07/18/14 Report It: CTLA 301OW-7 Report Date: 07/18114 Report 4: CTLA301OW-7A Report Date: 07/1.8/14 Report it; CTLA 301OW-8 Report Date: 07/18/14 Report it: CTLA 301OW-8A Report Date: 07/18/14 Report If: CTLA 301OW-9 Report Date: 07/18/14 Report if: CTLA 301OW-9A Report Date: 07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Cert ficatiott,Agency Keystone Certifications, lnc. (FBC Organization it: CER1523) Hermes F: Norero, P.E. r1orlda No. 73778 Page 3 of 4 BUILDING RODS A Perfect Solution in Every Dropi 6eilflcate of Authoriantion: 29576 FL#t Ft.1747a Date: 02/OG/18 Report No: 5505 Installation: 1. Approved anchor types and substrates areas follows; A. i of two by (2X) wood frame substrate, use 014 Wood Screw type wood frame anchors of sufficient length to achleve minimum embedment of 1.50" Into wood framing. 0. Por concrete or masonry substrate where one by (IX), non-structural,: wood bucking Is employed, use 1/4" diameter ITW 7apcon type concrete screw anchors of sufficient length to achieveminimum embedmontof 1,25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter iTW Tnpcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" Into concrete or masonry: D. For metal stud substrate, use VV Grade 5 self -drilling screw type metal frame: anchors of sufficient length to achieve a minimum throe threads penetration Beyond metal structure, Refer to Installation Instructions (PA -0003) for anchor locations, design load tables, and further details of the Installation requirements. Design Pressure: See drawing PA -0003 for mullion desing pressure tables, mullion profiles, and Installation details. Merinesh. NOW10, N.F. Florida No. 73778 Page 4 of 4 H: — 4r. ;u LU tA or 8.0 z.. ro S F @ �0 6rt On / �$20 j ,jo t s8o; j M 5.v 4on �.U. u� fu�O road J o� x ... - 1 '_ Os'r Z�. ry o � Lij¢¢ �C3 gtl'i rtas y�g. r� s .o z'+ 0 %G u N sw og 0 u a ® El — € 1 I I �� O ti gg $. r- ♦— ___� /y K 4 z �1 4r. ;u LU tA or 8.0 z.. L OZ OuifO sz a3Q1 2I K�`t�r z�0'p t�tE� o�rn�o z.. ro S On 5.v 4on �.U. u� fu�O road qp0 Z�. ry o � �m v n s .o z'+ 0 %G u N sw og L OZ OuifO sz a3Q1 2I K�`t�r z�0'p t�tE� o�rn�o : ■owl �\ ( i @ ?w\ o j : ■owl l? \ .c \\�) [ �\� ) k et � m : ■owl l? \ .c \\�) et m \ . a {.0 «{ /§ `)\/ � : ■owl l? : ELa ou LD I !9 a L a , I a^� v^• rm y„ 1 Via.. o e� h - L V) m F a. i a .0 4 - ��:�ga���inui Q , �r ti o5t�2�>�'7w NN 5� J Q - 5 � GL '4v mn V o oly 'J.b z �tio N ' 43 ,mss V) m F a. Ln 4 a .0 4 Q , W ll. 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