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Home My WebLink AboutProduct Approval-FL 17472.2 Windows i : ;)ti - 6/7/2018 Florida Building Code Online i_ t 671107.5 f 1 1:-P/ �LITi s i, .; ,r 1. t!.1Il »`� :_'j '�. , 11 i �•otowitotrt Asooe9R rn05k/16015rors COBTX tea at SCIS Home ` Log In : User Registration `Hot Topics 1 Submit Surcharge i Stats&Facts ' Publications i FBC Stiff `, BCIS Site Map 1 Links 1 Search (lorida _ d �. Product Approval r . USER:Pubilc User tV 11 in a.ea j1 Product Approval menu>Product or Application Search>Application List * k[,,:,...;0?,3=',1,,Li -{ ia7r,,r --` 1 Search Criteria Refine Search Code Version 2017 FL# 17472.2 Application Type ALL Product Manufacturer ALL 1 Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Types Manufacturer Validated By ME FL17472- Revision Eastern Architectural Systems Keystone Approved B. FL#:FL17472.2 Certifications,Inc. History Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500, Description:HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal, 1 T and X Configurations Category:Windows jl Subcategory: Mullions *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. contact Uk::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. gpo ydgrt 2007-2013 State of Florida,::Prfvaw 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 mall 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,FS.must provide the Department with an email address If they have one.The emalts 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 tem. Product Approval Accepts: Credit Card Safe E' secu 11t1 M hr}u c$ 4„I httpsJ/www.floridabuilding,org/pr/pr_app_Ist.espx 1/1 i' I 6/7/2018 Florida Building Code Online -T, .lit iTvai.4.101-.F.Afir.,,I,T;fte: i 73:01-Ti ya.-3 3 iTroibA:Ilini-i-111fogifid-Di) - - . - 1 SCIS Home f Log In I User Registration i Hot Topics i Submit Surcharge ' Stats&Facts Publications 1 FSC Staff 1 KIS Site Map i Links I Search Florida I Florida d pr ,,:, km Product Approval r :--'' USER:Public User , II ")' PrOdoct Aqprevat Menu 7 Product or Aopiication Search>8Rohcation list>Application Detail '1 '1:.:441:5-1';il'i': FL# FL17472-R3 ii.k7 - ..,., ' 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 Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 . (800)432-2204 Ext 4314 thoard@easternmetal.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. II I i Referenced Standard and Year(of Standard) Standard Year ilr AAMA 450 2010 .1 TAS201 1994 I, TAS202 1994 TAS203 1994 i Equivalence of Product Standards iI Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtlespx?param=wGEVX0wtDqtCUGgvjQiz6Ave%2bOtoUJ5%2rf7NaD9SzMxXWfpyvirXvrA%3d%3d 6/7/2018 Florida Building Code Online Date Submitted 02/14/2018 Date Validated 04/04/2018 Date Pending FBC Approval Date Approved 04/11/2018 Summary of Products FL# Model,Number or Name Description' 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 R3 C CAC EA5 622-104CAR,PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R3 Ii PA-0004 SS 2018-92-14,pdf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5504 55 2018-02-14,0f Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR,PDF Impact Resistant:Yes FL47472 R3 C CAC EAS 622-103CAR,PDF Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR,PDF Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR,PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions fL17472 R3 iI PA-0093 55 2018-02-14.pd( Verified By: Hermes F.Norero, P.E, 73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14,11ff Created by Independent Third Party: Yes Contact Us::3601 Blair Stone Roaq,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AAIEEO employer.t<gpyright 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 mall to this entity,Instead,canted the office by phone or by traditional mall.If you have any questions,please contact 850.467.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.5.must provide the Department with an email address If they have one.The emalls 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 dick br. Product Approval Accepts: ti:F7l it Credit Card Safe securltvMPTlucs' I! httpsJ/www.fioridabuilding.org/pr/pr_app dtl.espx?param=wGEVXQwtDgtCUGgvjQiz6AvC%a2bOtoUJS%2fT7NaD9SzMxXWfpyvfrXvrA%3d%3d Document Title: Doc No: FRM B7-02 No: I Structural Performance Rev 7 Page: 1 OY 1 KeySTONE. Certification CGRTIrIC ATION S.INC. �--� Authorization Report Required By: PRO B1-03 'I CAR&Product ID Number: 622 - 101.0 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"x3-1/8" Light Alum 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: CTLA-3010W-4A/5A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. �. 2018.02.16 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :10:21 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W WW.KEYSTONECERTS.COM tcEysToNt, Appendix 1 CAR No:622-101.0 PIC Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL.33913 Load Tables for the: 1"x3-1/8"Light Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS _ SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 _ 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 200.00 191.43 176.70 167.50 162.42 160.80 72 180.07 141.81 119.42 105.04 95.33 88.63 84.03 81.03 84 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98 47.27 40.91 36.46 33.24 30.83 29.01 108 50.93 39.39 32.53 28.01 24.84 22.51 _ 20.75 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(UGHT)-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200,00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 100.50 60 200.00 200.00 160.80 134.00 114.86 , 100.50 89.33 80.40 72 157.56 118.17 9454 78.78 67.53 59.09 52.52 47.27 84 99.22 74.42 59.53 49.61 42.52 37.21 33.07 29.77 96 66.47 49.85 39.88 33.24 28.49 24.93 22.16 19.94 108 46.69 35.01 28.01 23.34 20.01 17.51 15.56 14.01 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 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: FRM B1-02 Structural Performance Rev No: Page: 1. KE,YSTONE Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 102.0 II 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 certified. The information in this report can be verified at www.keystonecerts.com. considered Po Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Heavy Alum Mullion HNTT/X !i 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: CTLA-3010W-6A/7A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. AP\ 2018.02.16 145 Limekiln Rd. Suite 1008 r r 11 New Cumberland, Pennsylvania 17070 11 :14:333 -05 00 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTON EC ERTS.CO M 4YSTOrsiel Appendix 1 CAR No:622-102.0 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Heavy Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-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 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-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 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 j 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 j 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 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. New Cumberland,PA 17319 Phone:717.932.8500 www.keystonecerts.com Document Title: Doe No: FRM B1-02 OtStructural Performance Rev No: 7 Page: 1 1 KEYSTONE Certification .RTIrIC/STRONG,INC. 1-1 Authorization Report Required By: PRO B1-03 ,1 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 HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table 11 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: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. Ar"\ A201 8.02,1 6 145 Limekiln Rd. Suite 1008 . New Cumberland, Pennsylvania 17,070 11 :3 7:01 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WVWV.KEYSTONECERTS.COM KeysToN*, Appendix 1 CAR No:622-103.0 .GZ.VCIICIerNOMS.11*G Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 ;I Load Tables for the: 11 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 MULLION: 1"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200,0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 " I 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 36.4 32.9 32.4 29.1 Impact Ratings ASTN1E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com f Document Title: Doc No: FRM B1-02 1 Structural Performance Rev No: 7 Pte: 1 Of: 1 KEYSTONE c. Certification crnnric nTior�M,fra 1 I Authorization Report _ Required By: PRO B1-03 CAR& Product ID Number: 622 - 105.0 Issue Date: 2/11/2015 !( Revision Date: 2/16/2018 ;I 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 atwww.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 2"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table 'I Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings II Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 4-\ ). 2018.02.16 145 Limekiln Rd. Suite 1006 New Cumberland, Pennsylvania 17070 :4 :53 -05'OQr Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONEC ERTS.COM iceysToN*, Appendix 1 CAR No:622-105.0 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x4"Aluminum Mullion,Horlz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"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 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129.1 109.5 95.9 85.9. 79.5 78.5 73.0 108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION:2"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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200,0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 1.55.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 Impact Ratings ASTM E1995-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 wvAv.keystonecerts.com V Document Title: Doc No: FRM B1-02 r 1 Structural Performance Rev No: 7 Page: 1 or KEYSTONE CGRr,ricnTIONLS.INC. Certification L--I Authorization Report Required By: PRO B1-03 ! CAR& Product ID Number: 622 - 106.0 Issue Date: 2/11/2015 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:2"x6"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: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. Ar-\ A 2018.02.1 6 145 Limekiln Rd. Suite 100B ids New Cumberland, Pennsylvania 17070 11 :50:16 -05`00` Phone: 717-932-8500 i, Fax: 717-932-8501 wW W.KEYSTONECERTS.COM KEYSTONt, Appendix 1 CAR No:622-106.0 cuirrionawwwzras. Expiration Date:7/18/2018 r Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x6"Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-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 L 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 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 200.0 200.0 186.8 161.6 144.1 131,3 123.0 121.8 114.6 108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 , 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 r, 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 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 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: f—'Wl' {`Q r'Wl'�'W2'-1 1. THE PRODUCE SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) I 0 % -r- -7 FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. _ 3. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 00', , �r� �� 0 0 MULL INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. r \\ ) 0 SPAN'L' _ _ 4. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CUP // I \\ - -- RESISTING SOIEMCAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP J 0 • /. I _ I-4 �- FOUNDATION lSTHE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OFRECORD FOR THE PROJECT OF '•• •= VERTICAL SPAN INSTALLATION. 1411 •-- RTICAL MULL 5. AND IBUCKS BUCK(WHEN DESIGNAD LL DESIGNED RESPONHORED TO PROPERLY EER OR RALL ECTOF0THE ^, SPAN'I.' MULL STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORDSPAN'L' FOR THE PROJECT OF INSTALLATION. MULLION t b. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDEMNS FOR A TMP °, \ . SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCH TECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN ��1 ��; NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE REX. /� 0 II, -� 7. MULLION&CUP MATERIAL ALUMINUM 6005.15&6063-TE(AS NOTED) M ' B. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL � / ,/ �N1' mom 0 = 0 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MU WON -�_I I 0 P tl CONFIGURATIONS.AND DESIGN LOAD CAPACITIES, ANCHOR CUPP, <v • T - TY 113. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN MULL INSTRUCTIONS: -1 SPAN'L'1 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 1i'i 2. CHOOSE A MU WON THAT PROPERLY FITS THE FENESTRAI1ON PRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MUWONS: • ASSEMBUES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF +� ' SHEET REVISION SHEET DESCRIPTION ONE-WAY MULUONS. • • ASSEMBUES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MUWONS REQUIRE USE OF TWO-WAY MULLIONS. / • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. P W1' 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 3 - ANCHOR CLIP DETAILS 4. VERIFY THAT MUWON DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. 4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPESAPPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. S - TYPICAL MULLION&CLIP ASSEMBUES 6. THE LESSER DESIGN PRESSURE OR MUWON OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 - 1'X 3-1/B'(LIGHT)MUWON DESIGN LOAD TABLES 7 - 1'X 3-1/8•(HEAVY)MULUON DESIGN LOAD TABLES 13 . Ir X V MUWON DESIGN LOAD TABLES 01 9 - r x 4'MUWON DESIGN WAD TABLES \\\\\��S F. O'Z/J�• , REVISIONS Eas[ern W • CAST..KIAL WRY 10 - 2'X6'MUWON O LGNLOAD �, Q. •fvi �'p tr. • o... rwloWISTCSVI. ES TABLES TJg :O ,f �� ^•ev+.._ fll t rLnvu 11 - MULUON ASSEMBLY AND LOAD EXAMPLES * • •• y7 15_.1.*= nnE +au'm HVHZ CLIPPED ALUMINUM TUBE MULLIONS 9 T VERTICAL AND HORIZONTAL CONFIGURATIONS 40 GENERAL AND IN ALLATION NOTES ip0 '� C• A, DATE DOWN Br HW.a1Der. ,i�.F�•••.. G.2�\. 02/05/13 TIN euwaw o•ors,PIC ._. _ - - --...._, _-- - Digest"should q Hermes F.Norm,P.E r.1 .TIPS \\\` OA l/wi! sfM en.Fac MATES 1 A-000 N.T.S. I wna.wTrox NO.Of --—_ .- Reason:I am occeeYq Oris document 3 _ -- _ vs DAtE Inv Date:2010.02.1a 1530a9-0SUO --- -�oNu atrd•�- rot CPR a amnmATa Jai AIM a'• -l'•41 -- nestl®nr - --WV _ 1 OF 11 - .� 2.000" 4--- %NF/FN//FFM 0.250' —.-{ )-- 1.000" r.j 2.000" I-•--- "A:" --- "irrNN � .. _ —.j 1-- 200 ' 'j F+— 1.000' _IIIF F 6.000"ma —T 0.250^ . > 0 250" 0.125" - 3.125' 0.175" I 3.125" 4.000" §, 4.000" (10 " 0.250" +_i_ ///.4% , 0.375 0.625" 0.250" 0.250" 1"X 3-1/8"(UGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET B FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CUPS QUAUFIED CUPS QUAUFIED CUPS QUALIFIED CUPS NOTE:SEE SHEET 3 FOR SPECIFIC CUP TYPES AND DIMENSIONS. "notS F....�''t',, — REv OAS WEasterti esartw��a,Eao L syst[vs nvTem+METAL IVONO,"tV �,,.�� ""jo•o mo:u"i�+«—I d."V4 now, 34H190MEr2 /� RAiftlt�RlrSl3 /.y i IdI1.104]1�p * � *E " INK CUPPED ALUMINUM TUBE MULLIONS t1" T,T �� I Fr VERTICAL AND HORIZONTAL CONFIGURATIONS 17. MULLION CROSS SECTIONS i�0'•• .. .P• e,. AT MA""..: MI...uel: 'iE ��c+N.: . PI4e,tf� 02105113 TIN .ueMxcMma ac ..- _._ �i `S 10 1�0 tt MARINO ria WALE: hh,, amWI ro�ur ICAT mn 0{ att PA 0003 N.T.S. c; / �y —- _ — ! id.'IL Mr W14sr, REv: ---_.-- -- ow a ve TI n n�p�wO`aa-xrne .ev- °Me - -- -- aEsom'+n+_ "-E' 2 OF 11 - i } a. a• I t A, 5" l t ...46, S. 1i 1 - 2.25" p �" 4. 2.25' Min 1.7s^ 2.625' 3. 5" 0 2.25" 0 T 4.625" 5.375^ 70.125" 42* 2.25^ 1_ji 0.125" 2" 0.125" z• 11 ` } 1 I 1 2"X 5"X 13/4" L-CLIP z.2s" — 2"X 4"X 3 3/8" L-CLIP 2"X 5"X 21/4" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 o.0 �" ALUMINUM 6063.76 2"X 4"X 5 3/8"L-CLIP 2.50.10.46" { 0.722"--.11.._ ALUMINUM 6063-T6 T6 :25* 0 0 2.25"" 07 0.722"—...4 i..._ 10.46' " " " <25. o Q Z.25" � p jI 2.33" 2.2 5 "r \ 2.25" 0 ‘c, j ` 14: ,c‘ . 0.188" � 7 0 2.25" 0 2.25" O1.25` _rjj yJ , . T ' ' 0.188" 1015/32"X 21/4"H-CUP 1.25" _ ALUMINUM 6063-T6 21/4" U-CLIP 13/4" U-CLIP ' ' ALUMINUM 6005-75 ALUMINUM 6005-TS 10 15/32"X 1 3/4" H-CLIP ALUMINUM 6063-76 8.25" 2.25" 2.25" 2.25" 1 2.625` EN t,%"Minn %1.A S . O 4'41,/ 1 F+tSRANYEYN.3, `•:" IF 44. `6�.% /I 1�100MEX+1C�V7. 0125 77 /•• VILE' HVHZ CUPPED ALUMINUM TUBE MULLIONS 0.875" 1 E*. /T '.k . _ VERTICAL AND HORIZONTAL CONFIGURATIONS 81/4"X 3 3/8" H-CLIP �o�� P:i�y4r`�� CLIP DETAILS '!0,4'4' / .*"•.... ..•''�� 02/05/13 ogre wu»wTJH rwru+cc aurtoacoRars.mc ALUMINUM 6063-T6 ��t�" ,``tip SNCZ PA 0003 N.T.S. Q j run"�rrUwo mn • _ _ __- ---- SHEET:er wic MEsco•11c. 3 OF 11 --__ --- _--_- - --- -_- __NK CDR.p NITNIRAT N MM.MEM Wl 1 INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS ' HORIZONTAL 21/2MIN. 610► EDGE 0157. ^{ (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS MUWON,TYP.hhh, 6-10) EMBEDMENT 6-10) CONCRETE OR - MASONRY BY OTHERS '�e- a, - ' I CAULK BETWEEN • .; ' e G a 3/4'MIN. EXTERIOR MULLION CLIP1____11. = 4, C 'v 11/4"MIN. 111 TYP. IM I CONCRETE/MASONRY&1X • • - , . 4 EDGE DIST, WOOD BUCK BY OTHERS . • EMBEDMENT 'U'CLIP ��o I TYP.�I��■1� a r 1 X WOOD BUCK EXTERIOR INTERIOR alii CONCRETE OR BY OTHERS MASONRY BY OTHERS CAULK BETWEEN ,° , MUWON CLIP CONCRETE/MASONRY&ZX ! VERTICAL TYP- WOOD BUCK BY OTHERS • 'a 1I MULLION,TYP, ( ( ( a 1, ,....,....�.( I I 2 X WOOD BUCK °- �r EXTERIOR ( ( INTERIOR BY OTHERS a- . MULUON ( INTERIOR TYP, (!)HORIZONTAL SECTION ) ) MUWON T-MUWON INTERSECT DETAIL TYP, SIDE VIEW g VERTICAL SECTION HORIZONTAL SECTION O 4 JAMB-2(WOODBUCK 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICIL INSTALLATION ANCHOR (SEE NOTES SHEETS \' 6-10) I ;: HORIZONTAL /I MULLION,TYP. LXItRIOR ) INTERIOR ) MULLION EXTERIOR 111.11.1111.1111 INTERIOR ( TYP NOTE '1111I MULLION CUP 1 '.4 I TYP. DETAILS SHOWN ARE TYPICAL FOR ALL ( MULLION&CLIP ASSEMBUES.SEE VERTICAL ) SHEETS 6-10 FOR ALLOWABLE MULLION MU WON,TYP. CONFIGURATIONS,SIZES,AND DESIGN I MUWON CLIP PRESSURES. ( TYP. OH ORIZONTAL SECTION X-MULUON fN INTERSECT DETAIL SIDE VIEW d - u - 1 1/4"MIN. •d. ° EMBEDMENT __ PRECAST SILL •• o'" a - - ,,,1TT5 F iF///��' REVISIDNs �' EMT. umml unu s1olt � BY OTHER f ,��G• O. �� Eastern ,�EM� /� /I 1 W I04MlSiKAK. (` C. ' 41 / �• '.'". wur�,•v vrr''= ' - -111111) INSTALLATION ANCHOR I r ,;Q 1011DO.r (SEE NOTES SHEETS I 21/2"MIN. _* : 78- * — HVHZ• PPED ALUMINUM TUBE MUWONS 6-10) FFF�� [ VERTICAL HORIZONTAL CONFIGURATIONS EDGE DISTANCE : •G . .T T F :O; INSTALLATION DETAIL$ ('p� VERTICAL SECTION " '° * o' °"`mow'en TJ "�°` 4 .1) P'�� 02/05/13 TJH MUM. o c SILL- � F G• � M+� Lex 0.e11G1f0, t _ --- -------SIDE VIEW-VERTICAL aeru {)km vfrsPA-OOD3 N.TS. Aunfo.w.wn en ave — Mr m¢OF■mnm.1.01 1.10,ase. er - wn O IDMIT O1 fsn' 4 OF 11 - - • . __ ,-__ -_--- -,- -- , ••••.• I •••; ! . 1 • . , • VERTICAL MUWON UIP TO MUWON CONNECTION lillIlliIllrllNilliiilliilli411‘ HORIZONTAL MULLION H-CUP , `•%.%4IllIllk'--- Sill% [ 5] ISIFIIIIIIP ''''''' - 4 - SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-10 kill''' "I '' ''' ''''•mxxxx.811"1°... H-CLIP ANCHORS --"""I'''-mist ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH r X 3 11/8"MUWON AND H-CUP.OTHER MULUONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MUWON SHEETS %le.'.5.1-.F...'0'.N. REVISroNs ' WEastern ...PpIrTCLT....smon •OW..C. EASTIR“...TRL'WM. , 4 4.,Q./. • .,...:..<1)S a .....,,, .1:11:13:111:rilIFI:,, M ,:LITna,, ,71 HMI aos.froc Mr_ 7:'1 = I Ilrf..7, 1-e.r401-2110 ; =* . iff.• ' i.Cr n11. HVHZ CLIPPED ALUMINUM TUBE MUWONS i, 7•1 -0 • •T•T • :Cr I-. VERTICAL AND HORIZONTAL CONFIGURATIONS -.T.IT -.../. ' — MULLIION AND CUP ASSEMBLY DETAILS V:10..'• •- ,P-- k, ..... 04%............ 0.$ 02/05/13 TJH _Os, •1•111.rg MM.. 1 _....._ ,6 43 490.oji),, ..±%...,:. .Me fA.TVgikillparrft.332I MMHG HQ .PA-0003 KAM R....N.T.S. ME CIRINKATI 01 AUTHORGEMION 1.0.295/11 _ - col corr.cc anwieziacm KC Erni- "-_-- •-- -=- -'5C''''"C"-- _ 'r 5 OF 11 - 1.. . . . 1 - 1 '-I DESIGN PRESSURE UMf]S FOR MUW }I/ ON:7'R8'(UGFR)•ONE•WAY NIUWr 1.000" MULLION ONS MUWON �� SPAN 1. TRIBUTARY WImH W(IN.l rim I� I 1_- _I. (IN.) 18 24 30 35 42 48 53.125 54 60 I ( , 24 200.0 200.0 200.0 200.0 . 2010 2000 2000 2010 200.0 i 36 700.0 200.0 2000 2010 200.0 2000 2000 2000 200.0 0.125" -II I - 48 2000 2000 2000 2000 2010 2010 2010 2000 200.0 3.125" 60 200.0 200.0 181.0 153.0 143.3 134.3 129.8 1293 127.6 r ^�^" 72 161.6 123.7 101.5 87.377.7 71.1 67.2 66.7 63.8 L__- _J 84 101.0 769 62.7 53.5 . 47.1 42.6 39.7 393 369 i - -.. ,. 96 67.4 ' 51.1 415 35.2 . 308 27.6 25.6 25.2 .. 235 ..., ONE-WAY MULLION DIAGRAMS -- 108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 0.375' DESIGN PRESSURE UMtn FOR MULUON:1'R}1/8'(UGHF)•TWO-WAYMUWONS 1"X 3-1/8" (LIGHT)MULLION '----I SPAN 1' TRIBIITARYWIDTH W(IN.) ALUMINUM 6005-75 7 MULLION �:%f (IN.J 18 24 30 36 4E 48 53.125 54 60 _ MULLION ; I �I I� 24 2000 2000 2000 200.0 200.0 200.0 2000 2400 2000 L.•�i/' ,�• �36 2000200.0 207.4 2000 191.4 1675 1513 1469 134.0 ��'��' r48 2000 200.0 200.0 167.5 143.6 125.6 113.5 111.7 1005i�� r1 'MI 60 2000 2000 1608 134.0 1149 1005 908 69.3 804Wl+ ,��'��' ;'CCC -72 157.6 116.2 945 78.8 675 59.1 53.0 525 47.3 TRIBUTARY WIDTH=84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.82L-_._ !�._.._� . 96 66.5 49.9 39.9 33.2 I85 24.9 22.5 22.2 19.9 ^�I - 108 46.7 35.0 280 73.3 20.0 175 15.8 15.6 _ 14.0 r- TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. 4. SEE SHEET 3 FORQUALIFIED ANCHOR CLIPS I 5. ANCHOR EQUIREMENF CLIP DIMENSIONS. •WOOD:814 WOOD SCREWS •CMU:1/4"EFW TAPCONS •CONCRETE:1/4'1TW TAPCONS •METAL:1/4*SELF-DRILUNG SCREWS(GRADE 5) o 0 0 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G"0.55. o •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. a •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE OISTANCE OF 2-1/2".CONCRETE SHALL BE 2 1/4" U-CLIP 2"X 5"X 2 1/4" L-CLIP MIN.4000PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005-15 ALUMINUM 6063-T6 18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-15. **MUST BE USED IN PAIRS U•CUP FOR USE ONLY IN MULUON-TO-MULLION CONNECTIONS 0 0 0 �♦`♦♦ ,/.. 0‘530991.0.1=11111LerffOcIS ♦��SS•F.• 0 �♦��i� REVISIONS Eastern tAS 01,93931,09 'e''10 YYRfltl41 717 � .r � O � .-, u....."--7-t .n..." 5as1-01mo : : . 3M. NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o o o =* _ / T. * r. w HVH2 CLIPPED ALUMINUM TUBE MUWONS TYPES AND DIMENSIONS. VERTICAL AND HORIZONTAL CONFIGURATIONS v . T • ?ar 1015/32" X 2 1/4" H-CLIP =Flo':, c.- oP:'�'Vw: - w� �IIB°uGM„uLn�ON ALUMINUM 6063.76 �'��Fy• G♦♦♦� 02/05/13 TJH e�4.1G i.--- �� s !1♦♦ GM.m1o1u COLE ` ""11109.10.%5111 eea rnlrnurta _. _ - _ --- .....41•391,9;t3 ♦ PA-0003 N.T.S. ' '6+ 4•""11109 w,w5n i --- 39e EAT �1M X14sc as ' S9rET: RS, auu anal n- f Ieof 510 oe5c:__ - oreo+,olv1 17 6 OF 11 - c COM �ulRavnv11535 -- - MUWON DESIGN PRESSURE UMITS FOR MUWON:r x 3-1/8'(HEAVY)-ONE-WAY KALI OHS 1.000' lipe ' SPAN 1' 7816UTARY WIDTH W(IN.) MULLION ` (IN.) 18 24 30 36 42 48 53.125_ 54 60 �!„ II I I I I ., 24 200.0 200.0 21A.0 2010 NI0.0 2040 2000 NDA 200.0 / 36 2000 2000 200.0 2000 2000 2000 2010 200.0 200 $ 48 2000 200.0 200.0, 2000 200.0 208.0 200.0 200.0 2000 0.325- ! _ I-. 60 2000 2000 200.0 191.4 1757 167.5 162.2 161.6 159.4 i 3.125" �- 72 2000 154.5 1256 109.1 97.1 859 84.0 83.3 79,7 -- ' 84 126.2 96.1 754 658 58.9 53.2 - 49.6 49.1 46.1 i 1 -' -- 96 - 84.2 63.9 51.8 440 38S 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS 108 559 44.6 36.1 _ 305 26.6 23.7 218 715 19.9 DESIGN PRESSURE UMITS FOR MUWON:1-x 3.1/8"(HEAVY)-TWO-WAY MUW ONS 0.625" SPAN I' TRIBUTARY WIDTH W(IN.) 1"X 3-1/8" (HEAVY)MULLION I MUWON �% / (IN.I 18 24 30 36 42 48 53.125 54 60 MUWONIIII I��I r�) 24 2W.o 2000 2000 Imo 200.0 2mo 2000 200.0 200.0 ALUMINUM 6005-TS 4._/7. A_J. , _AJ`4 I 36 2000 2000 2200.0 20110 191.4 167.5 1513 148.9 134.0 48 2010 2010 2000 167.5 143.6 125.6 113,5 1117 1005 it 60 2010 2000 160.8 134.0 1149 1005 90.8 693 804 n t958 147.6 11&I 984 844 73.8 66.7 656 59.7W1.W284 124.0 93.0 74.4 64.0 53.1 463 42.0 41.3 37.2 TRIBUTARY WIDTH296 51.0 62-3 49.8 415 356 311 28.1 27.7 24.9 I l ! J 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 175 1-- TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS: •WOOD:1114 WOOD SCREWS o •CMU:1/4'TTW TAPCONS o •CONCRETE:1/4"FTW TAPCONS 0 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 1 3/4" U-CLIP o 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'&EDGE DISTANCE OF 2-1/2'.HOLLOW CMU SHALL u ALUMINUM 6005-15 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, 0 o 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE I U-CUP FOR USE ONLY IN MIN.4000 PSI. MULLION-TO-MULLION2" X 5"X 13/4" L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 1 CONNECTIONS 18 GA.(0.045'THICK)33 K51 YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6053-1S. ALUMINUM 606346 "'MUST BE USED IN PAIRS I SSYL'.S.F''Yi/,, REVISIONS WM u..oD...•o•arnx.KDYxmn,,.��''. . •°F- Eastern AW.,.Or ' •A1Rl•.ILT DT .Y MO DO,R)YC Mt O1l m+D.mw NOTE:SEE SHEET 3 FOR SPECIFIC CLIP - Z.* . �• *= Trt�x- HVHZCUPPED ALUMINUM TUBE MUWONS TYPES AND DIMENSIONS. o 0 o • VERTICAL AND HORIZONTAL CONFIGURATIONS v • -T'T • I Cr: _ }"x 3 1/11.1"HEAVY MULLION i 10 15/32"X 1 3/4" H-CLIP .°�F'•••'. �G.N\s"�'�",`` - 02/05/13 DAM 01.1.1 Br TilPn. dna -. a ALUMINUM 606346 "�/ irtre3` PA-0003 N.T.S. +I n.1110.2 vu.w1.2991 WALL - - - D�Tiii ..-__...- - -.. -' - -RA tStDM•x 4C•�L-R zn/ 01 wn 0 1 D'O av 1.•i*_ i¢Y --- - rptNST,D.w."mm.w11011• - - - - 7OF11 - 1 -.� MULLION DESIGN PRESSUREUMUS FORIrR1WON:1'•4"•ONE-WAY MERLONS 1•000" I� "I MULLION . 1/1R4 %SPAN Y' 7AIBUTARY WIDTH W(IN.I III1(IN.) 18 24 30 36 42 48 53.125 54 60 . /'' ' i24 2010 200.0 2040 20.0 - 200.0 200.0 2050 2010 2050 II,' 36 2080, 20.0 2000 2000 2040 7040 2040 2010 2010 0.250• I / I 11117,1 43 200.0, 2010 203.0 2080 2010 2040 200.0 2010 moo - �- - 60 2080. 2040 7010 2010 2010 2010 200.0 2080 2010 ll �. -�6 132.6 884 1010 159.9 4 7410 159.9 130.4 1111 9 6 14%7863 712 MI 5 � 81.7 76.8 4.000• ... __ ONE-WAY MULLION DIAGRAMS 109 98.1 74.2 60.1 50.8 44.3 395 36.3 35.9 33.1 DESIGN PRESSURE UNITS FOR MUON:1'I14"-TWO-WAYMUWONS �/ UI SPAN'V TRIBUTARY WIDTH W(IN.) - 1 n MULLION '� '/ 0.250" MULLION rii (N.) 1H 24 3D 36 42 48 53.175 54 60 LII 24 2080 2010 2010 2010 2%0 MOO 2030 200.0 2000 1"X 4" MULLION LidL 36 203.0 2040 2010 2010 2040 2010 201.0 2080 198.5 4H 2010 2040 2040 7010 2040 i861 16x1 165.4 145HALUMINUM 6005.75 #44 60 2010 200.0 2010 1955 170.1 148.8 134.5 132.3 119.1 72 2030 200.0 1%6 163.8 1404 122.9 111.0 109.2 95384 2010 154.7 1218 1012 88.4 77.4 69.9 658 61.9 TRIBUTARYWIDTH= W1+W2 - 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 2 - 108 97.1 72.8 58.2 48.5 41.6 364 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. UNEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS IS ALLOWED. . 3. SEE THIS SHEET FOR SPECIFIC MUWON DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:814 WOOD SCREWS •CMU:1/4"1TW TAPCONS •CONCRETE:1/4"1TW TAPCONS QUALIFIED ANCHOR CLIPS •METAL 1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.41.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/Z".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. o o 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 o MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. i O 0 0 0 �� - O O 0 0 VS`,1'S•._ '-r • rl2,', REVISIONS rNroaAAa•rtclvw MAMAS 2" X 4"X 3 3/8" L-CLIP •o „F'„ W Eastern MAMA CA A 81/4"X 3 3/8" H-CLIP ti °' '' [ASrt01�[rALlrR. .�� ,-. -• IWIOP•ST[Aim ALUMINUM6063-T6IN PAIRSTI r ��' {` P� •::•"--• o'"'" ••MUST BE USED IN ALUMINUM 6063-T6 _ 7 1.* . . i'.*= •�� HVHZCLIPPED ALUMINUM TUBE MULUONS -O - T.T • i Cr E. VERTICAL AND HORIZONTAL CONFIGURATIONS 1"R 4"MUWON . O •- •P;•• TO.2: DAM MOAN CM. Im..4.0or: NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ... -4".. G�2`�� 02/05/13 TJH Iwne•Ia ORM x TYPES AND DIMENSIONS. i '.'' _, ' o �'` .0 ° rerCANG OR rtar - - - -- _ ,efI..'�'1' ,�r5,� PA-0003 N.T.S. Aunlawronm.]vsn =_ --- - _ -- - _ oldGt , iillffRR _ I .a•e rAsr >s aTe ter. AIN Mt COI. vow No i- - er - wa - _.moo^- I?" 8 OF 11 • • DESIGN PRESSURE UMITS FOR MULLION:Ta 4--ONE-WAY MULLIONS ._41 MULLION iy' I� SPAN 1' TRIBUTARY%MOTH W(IN.) 2.000• I (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 24 203.0 2010 20.0 200.0 2010 2010 2010 200.0 2000 j//////!!/!/�� I � ' '^ 36 2010 , 2010 2010 WOO , 2010 20110 2010 200.0 2C13.0 48 200.0 300.0 200 2010 2010 20.0 2000 200.0, 203.0 0 • 60 2010 200.0 700.0 2040 2010 2010 200.0 2010 2010 0.250" / i __II _. .1 72 2010 2010 2010 2010 20.0 197.0 11!8.0 186.8 190.1 % '--^.._. '- J J 2010 2010 1951 166.4 146.6 1325 123.5 122.2 1149 " 148. 89l � Mse54000e 89a0 a 59.1 a53.E 73.0 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE OMITS FOR MUWON:2-a 4"-TWO-WAY MULLIONS I // r LK-- muwoN SPAN 1' TRIBUTARY WIDTH W(IN.) ////////////////. • MULLION(IN.) 18 24 30 36 42 48 51125 54 0 24 2010 2010 20.0 7010 2010 2010 20.0 2810 `2010 0.250" ► I f 36 2010 260.0 2[0.0 20.0 20.0 2040 200.0 2000 2010 r X 4"MULLION //�� 48 2010 2040 2010 2810 2010 197.0 ,_1710 175.7 157.6 % 1), • I / al 60 2010 20.0 200.0 200.0 7947 157.6 142.4 140.7 126.1 ALUMINUM 6005-T5 I f Il -72 20.0 , 2010 20.0 175.1 1511 13L3 118.7 116.7 105.1 IFi84 2010 20.0 180.1 1501 1007 112.6 1017 30.1 901 ' J,` J I A. - 96 2010 155.1 124.1 103.4 886 77.6 70.1 68.9 620 WI f W2 i 108 145.2 1019 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 L__.. L_- TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. UNEAR INTERPOLATION BETWEEN USTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:1114 WOOD SCREWS •CMU:1/4"ITN TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"OW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. __ •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.1/2".HOLLOW CMU SHALL O D o o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 10 GA.(0.045"THICK)33 KSI VIEW.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. o 0 0 0 2" X 4"X 3 3/8" L-CLIP ,�,. ♦.1 vme r•v.arn•we.sr�s co ALUMINUM 6063-T6 ````a5 s$F. 0 772'' REVISIONS Q' u•rrsm•u[e ua...0 - "MUST BE USED IN PAIRS `�4�.q� •. <t.....• ,Eastern = # twr 4unnc�oY .. d. ''-I �� HVH2CLIPPED ALUMINUM TUBE MUWONS * L * VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP = - -_ .-._-_._-=�___ - --- -- -- 1.' -i --{ 2.000• {I....._ MULLION I� DESIGN PRESSURE OMITS FOR MUW ON:2".6'-ONE-WAY MULU0N5 I IIr.//,', SPAN TRIBUTARY WIDTH W(IN.) MUWON ! (IN.) 18 24 30 36 42 48 53.125 54 60 f/ I ' 24 200.0 200.0 2000 200.0 2010 200.0 200.0 200.0 2000 I 36 200.0 2010 2010 2010 .200.0 . 21310 200.0 2133.0 2133.0 48 2000 2000 26(10 200.0 2000 200.0 2000 2(3,0 200.0 0.250' I t I/� I ,_J_1 60 200.0 2040 2010 200 2000 2000 2000 2000 2000 2 � �.� 72 00 2040 200.0 2000 200.0 197.0 1880 1868 1801 84 2�0 .0 1888 1�6 1441 131.3 '2'° 147.5 140.1 ONE-WAY MULLION DIAGRAMS . 108 2040 197.0 1627 1411 124.2 112.6 104.9 103.8' 97.0 / 6.000" • DESIGN PRESSUREUMITS FOR 2'86-•TWW O-WAY / I� MULLION lir SPAN 1' TRIBUTARY WIDTH W(IN.) MULLION "I " - ��]L�I (IN.) 18 24 30 36 420 48 53.125 54 60 J J 1 • LI�. ,.,..! • EXAMPLES OF TWO-WAY MULUON ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL Y SPAN'V 1 W1, I 'W2 � I SPAN'V 1 MULL I }T SPAN'I: 1 // I I 'Wl' /// ,��7� / r 'WV i��i iiia Agri: / l!/f�ti. I/ ,I,•, , II ,1/ i Wz. �iJ �� .,��, �� %f �Ii j` �l�% ��i�� %1 Muu �I' • j� lll0 /�1P�/I�/ 011 SPAN'L' / � \ Wz' Inrz' I!i0.40/AI iii / \ / HORIZONTAL MULLION HORIZONTAL MULLION \ / . TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY _ v VERTICAL MULLION HORIZONTAL MULLION Wl' 'W2' 1 MULL MULL rSPAN I. 1 SPAN'V / \ 4 /' / W1' / X11 / i�• / . i'I MULL U viii r iiii 0 �� SPAN'L' �rI t/ • • \ id A / 'W2' wr \ / 4/14 I VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HINGED DOOR W/SIDELTTE ,, 11.0.1 n11111516 ,�s r. 0 R �Ig ��► Eastern ` NOTES:DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT :� ��',••c ��'� _.....,.�.••._o...,.. 1H1w.nsM�w n•.n.�n mu SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ,J �_„, m.E' 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO•WAY ASSEMBLY * /•. *= HVHZ CUPPED ALUMINUM TUBE MULUONS CONFIGURATION VALUES. b VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. -p-:, T ! -W S MULLION ASSEMBLY AND LOAD EXAMPLES O ( P'/40.i.`' w uuww e.: wr.w-o e.: �i,�• •' � 02/05/13 T1H -- iii s �I G�` OWN.*laSLAM n RM 0 - ---'---_ --- - ---_- ( �,\• PA-0003 N.T.S. ��,' a Te MV 11 OF 11 - ' l II I 398 East Dania Beach Blvd. /\ BUILDING DROPS Suite 338 A A Perfect Solution in Every Drop! Dania Beach,FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.c om Product Evaluation Report of ;I Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report No. 5505 ► 6th Edition (2017) Florida Building Code Method: - 1-A(Certification) Category: Windows I. Sub-Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions I Material: Aluminum 6005-T5&6063-T6 �j Prepared for: ij Eastern Architectural Systems l i 16341 Domestic Ave. i� Ft Myers, FL 33912 `,,��1�itl/ill %`��,4% F. o. ��i `., �' ..,... •• I to �� Prepared by: : �Ao . Hermes F. Norero, P.E. • I Florida Professional Engineer#73778 = * ► Date:02/06/18 13 •T'TO : X .f 0,n.. t•- tr P.••' d •. Contents: �,'%,..'•••....• c� I Evaluation Report Pages 1-4 ''/is`9'ONAI-E- �•NN i Digitally signed by Hermes F.Norero,P.E. Hermes'lf!MJM?i ,P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 15:47:48-05'00' i i i ' //\\ BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Drop! Report No: 5505 Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product r 1► CateB o Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method la Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL#73778)for Eastern Architectural Systems based on Method la of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero, P.E.does not have nor will acquire financial interest in the company manufacturing 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 6th Edition(2017)Florida Building Code. See Installation Instructions PA-0003,signed and sealed by Hermes F. Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida, Building Code, including 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 wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition(2017)Florida Building Code and does not require an impact resistant covering.Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering f ; analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6th Edition(2017)Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. a 'I Hermes F. Norero, P.E. j Florida No.73778 I Page 2 of 4 I - _ _ �__ —�-- _` `. �� N NN� N�^0�� N�N� FL#: FL17472��Nm.��WUnx�� mm��nr~pf---- �� Date: 03/06/18 A Perfect Solution in Every Dropi Report No: 5505 Certificate of Authorization.2957$ " ;1 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,Inc.(FB[Organization It[ER1523). Referenced Code Sections: 1 1. 1709.8 of the 6th Edition(2017)FBC , Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories i (F8COrganization ThTST1S77) Report#t:[TU\301OW4 Report Date:07/18/14 Report#:CTU\3O10VV'4A Report Date:07/18/14 Report ft:[TLA3O1OVV-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report thCTLA3O1OVV'G Report Date:07/18/14 Report ti:[TLA3D10VV'6A Report Date:07/18/14 / Report#:[TLA3O1OVV'7 Report Date:07/18/14 Report ft CTLA 3010W-7A Report Date:07/18/14 Report ft:CTL43O1UVV'8 Report Date:07/18/14 Report fit:[TLA3D1OVV'BA Report Date:07/18/14 | Report It[TLA 3010W-9 Report Date:07/18/14 Report#:CTLA3U1OW-9A Report Date:07/18/14 ) lAS Reports Signed and Sealed by:Ramesh Patel, PE 20224 ' 2. Certification Agency � flKeystone Certifications,Inc. // ! | (F8C(Jrganiuot|on#:CER1S23) � / � / l ii| | i j Hermes ENorem, �E. Florida No.73778 ! Page 3 of 4 { | , ) | . ! — - - '-----�- —_ ��-•� / __ � _' I /r\ BUILDING DROPS FL#: FL17472 A Perfect Solution in EveryDrop! Date:po02/06/18 o: 50 p Report No: 5505 } Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter 1TW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" ' diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three 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: I( See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. I Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 i .1