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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 2 tit Business &-Professional Regulation BCIS Home Log In. User Registration Hot Topics Submit Surcharge Stats&Facts Publications contact Us I aCIS Site Map Links Search & ' Product Approval USER:Public User db \ Product Aooroval Menu>Product or Aooiication Search>Aoolicatlon List>Application Detail FL# FL17472-R3 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 ❑ REVIEWED FOR Product Manufacturer Eastern Architectural Systems �J Address/Phone/Email 16341 Domestic Ave. CODE COMPLIANCE Ft.Myers,FL 33912 jfle0sher@ea to nmetal.coST. LUCIE ""OUNT i BOCC Authorized Signature James Flesher ' Ag jflesher@easternmetal.com w Technical Representative Timothy J.Hoard 1 Address/Phone/Email 10030 Bavaria Road v ' Fort Myers,FL 33913 "File �� (� (800)432-2204 Ext 4314 g1 thoard@easternmetal.com p t `'J Quality Assurance Representative Address/Phone/Email o Category, Windows Subcategory Mullions Compliance Method Certification Mark or Listing g Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/14/2018 https://wWw.floridabuilding.org/pr/pr app.-dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6... 6/12/2019 Florida Building Code Online Page 2 of 2 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 EAS 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 2018-02-14.odf pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14.odf ated y_rade :Yes Y 72.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal, 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 113 C CAC EAS 622-102CAR.PDF Impact Resistant:Yes FL17472 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-0003 SS 2018-02-14.odf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14.odf Created by Independent Third Party:Yes Hack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your 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 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: d IF-R5 RE M_ Credit Card' Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtCUGgvj Qiz6... 6/12/2019 Y Document Title: Doc No: FRM B1-02 Rev No: 7 Page: 1 OF. 1 Structural Performance �{•EYSTOW Certification ®®CEIZTIFICATlON9',INv_, Authorization Report Required By: PRO B1-03 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 atwww.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. 201 8.02.1 6 145 Limekiln Rd. Suite 10013 New Cumberland, Pennsylvania 17070 11 :10:21 -05"00" Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM TOW-, Appendix 1 CAR No:622-101.0 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 V 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" (LIGHT)-TWO-WAY MULLIONS SPAN V 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 94.54 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 1006 New Cumberland, PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 Df: 1 ,KgYSTON Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 102.0 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.atwww.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Heavy 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-3010W76A/7A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.1 6 145 Limekiln Rd. Suite 10013 New Cumberland, Pennsylvania 17070 11 :14:33 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTO NEC ERTS.CO M KEYSTolyp, Appendix 1 CAR No:622-102.0 9C L"RTIFICA'fON9..NC. Expiration Date:7/18/2018 9w.trww. 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 V 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 j 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 1 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 V 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 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 108 58.3 1 43.7 1 35.0 1 29.2 1 25.0 1 21.9 119.8 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: Doc No: FRM B1-02 1 Structural Performance Rev No: 7 Page: 1 Of: 1 YS"T'01 �' Certification CE:��Fl�ariai�rs.Mc. Authorization Report Required,By: .PRO 61-03 ' 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 atwww.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: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc: 201 8.02,.16 145 Limekiln Rd. Suite 10013 New Cumberland, Pennsylvania 17070 11 :37:01 -05.'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTO NECERTS.CO M YS�Q CAR No:622-103.0 � Appendix `oE.xr.PICATON3.1NC� 1 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 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 1 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 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 1 72.8 58:2 48.5 41.6 1 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 Document Title: Doc No: FRIVI B1-02 S 'Structural Performance Rev No: 7 Page: I of: KE'Y ON Certification CERTIFICATIONS.ING. Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 105.0 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"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: CTLA-3010W-8A/9A . Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :46:53 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYS7rON ECERTS.CO M KEY"O P, Appendix 1 CAR No:622-105.0 C:ERTIFICI\TIONS. N-'. Expiration Date:7/18/2018 1, Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 2"x4"Aluminum Mullion, Horiz/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 1 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 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 108 145.2 108.9 87.1 72.6 1 62.2 54.5 1 49.2 48.4 43.6 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 1006 New Cumberland, PA 17070 Phone:717.932.8500 www.keystonecerts.com Document Title: Doc No: FRM B7-02 Structural Performance Rev No: ] Page: 1 Of. 1 j<gYSTON Certification .C�RTfFICATONS,INC. Authorization Report . Required By: PRO 61-03 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 atwww.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. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :50:16 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTO NECERTS.CO M YSTO P, Appendix 1 CAR No:622-106.0 CERTPICATONS.ENO. Expiration Date:7/18/2018 �amuraa iY 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 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 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 1 104.9 103.8 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 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 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 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com 398 East Dania Beach Blvd. //AA\\) BUILDING DROPS Suite338 ja Dania Beach, FL 33004 A Perfect Solution in Every Drop! 554.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of 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 Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5&6063-T6 Prepared for: Eastern Architectural.Systems 16341 Domestic Ave. Ft Myers, FL 33912 ```��iit►►►,,�� F. 0 Prepared by: . -p 'Z . 0 Hermes F. Norero, P.E. 7 •_ _ Florida Professional Engineer#73778 = Date:02/06/18 O C OP:'• ��: Contents: �i F • ......... 6Z Evaluation Report Pages 1-4 �is`S/ONAI- Digitally signed by Hermes F.Norero,P.E. Hermes►0WOO P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 15:47:48-05'00' BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505 " Certificate of Authorization:29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method 1a 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 1a 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 611 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 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. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Drop! Report No: 5505 Olt Certificate of Authorization: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, Inc.(FBC Organization#:CER1523). Referenced Code Sections: 1. 1709.8 of the 6th Edition (2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 301OW-4 Report Date:07/18/14 Report#:CTLA 3010W-4A Report Date:07/18/14 Report#:CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report#:CTLA 301OW-6 Report Date:07/18/14 Report#:CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 301OW-7 Report Date:07/18/14 Report#:CTLA 3010W-7A Report Date:07/18/14 Report#:CTLA 3010W-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report#:CTLA 301OW-9 Report Date:07/18/14 Report#:CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE•20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:CER1523) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING, DROPS FL#: FL17472 Date: 02/06/18 'A Perfect Solution in Every Drop! Report No: 5505 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas 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 ITW 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: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: - �'Wl'- 4 'W2'1 CIYERTICAL 'W2'j - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&Sth EDITION FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. f 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4- , �� , __ �� M MULL f INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. �� M 5PAN'L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE TYP % % FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. - - SPAN 5.'1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULLSTRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ESPAN'L' LL FOR THE PROJECT OF INSTALLATION. 4 N�L' 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLION SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �P' • \ 'W2' - A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. M - 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-TS(AS NOTED) " B. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. fo / Wl 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION AM CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. - ANCHOR CLIP, A - 10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP 4 ' INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN MULL INSTRUCTIONS: - �SPAN'L'r 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS _ 3. -DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY'MULLIONS: / • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. - • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLEDTOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MUWONS. _ • SEE SHEET II FOR ASSEMBLY AND LOAD EXAMPLES. DWI' 2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 3 - ANCHOR CLIP DETAILS - PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 4 - MULLION SECTIONS - 5. QUALIFIED CLIPTYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED: 5 - TYPICAL MULLION A CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. " 6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES 7 - 1"X 3-1/B"(HEAVY)MULLION DESIGN LOAD TABLES 8 - •V X 4"MULLION DESIGN LOAD TABLES {{IIIIII REVISIONS P'R EABTERNMIWIECTURALSYs ' E42stern AOMSIONOF 9 - 2"X 4"MULLION DESIGN LOAD TABLES. �� S F, � �/ - EABTERN METAL9YPPLY 102"X 6"MULLION DESIGN LOAD TABLES FORT 32'ERE FLORIDA33913 11 - MULLION ASSEMBLY AND LOAD EXAMPLES �'• 7 TInE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS a TT FG G R S LA O NOTES ' JU DATE:DRAW�TJ PREPARED BY: Digitally signed by Hermes F.Norero,P.E. = o ( P; w p 02 O5 13 H BVRDINGDROPS,INL. � yORAWINO NO: SCALFBPECERTIFICATEOF Reason:I am approving this document , N° � � PA-0003 S. AVTNORIUTION NO.29578 Date:2015.02.28 12:45:10-05'00' SHM-. REV.. FSPE CERT"� 110°ri NO.295° By DATE oescRwnoN REv 1" OF 1 1 0.250"' 1.000" --� 2.000" �- - 1.000" 1.000'. 0.250" 250" 6.000" 0.125" 0.125 4.000" 4.000" 3.125" 3.125" 0.375" 0.625" 0.250" 0.251 0.250' 1"X 3-1/8"(LIGHT) 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 8 FO SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS UALIFIED CL S QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. %♦♦ �sF"IQ�� REVISIONS - �a��. �iEEAs1ER"DB�STALSYPRVTEM9 /�`, n Eastern '\\\zz ,i'• 0�� ' �A..aet wiHodwi w�o o'oeso FORT�MYERS,FLORDAM13 BDP432,7204 7 = TDE^ HVHZ CLIPPED ALUMINUM TUBE MULLIONS * = VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION CROSS SECTIONS •�. i \ DATE:ORAWN By. PREPAREDBY: .. %0;�, CO P:G��\\` DRAONO NOS 1.�J s TJH BUILOINGDROP5,INC. N ♦ FBPE CERTIFICATE OF T ♦♦♦ PA-0003 N.T.S. ; AUTHORIZATION NO.29578 ]BO EAS�•• 37B - BHEED REV: P .�, N&2Bne ar DATE oEscRPnoN REV 2 OF 11 SA� 0 0 2.25" o 2.25"' o —f o 0 ' 1.75" 2.625" 3.375" 0 2.25" 0 0 2.25' o 0 0 � - 4.625" 5.375" 2" - 2.25" 0.125' 20 —i - 01 5" 2" T _L 0 0 T I} 2" X 5" X 2 1/4" L-CLIP 2"X 5" X 13/4" L-CLIP 2z5" 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 0.125" 2" ._JI_ ALUMINUM 6063-T6 T- 2" X 4" X 5 3/8" L-CLIP_ 10.46" ALUMINUM 6063-T6 2.50 A 0.722"--I 2.25" I o I 0.722"� 10.46" 2.25" 0 2.25" o 2.25" 2.25" 0 1.75" 0 0 0 0 0 2.335" 2.25" 2,25" 0 0 0 0.188" 0 2.25" 0 2.25"_ 0 1.25° _ 2.125" 2.125" 0.188"T 1015/32" X 21/4" H-CLIP 1.25" _ ALUMINUM6063-T6 21/4 U-CLIP 13/411 U-CLIP T ALUMINUM 6005-T5 ALUMINUM 6005-T5 I 1015/32" X 13/4" H-CLIP .25" � 2 2 ALUMINUM 6063-T6 '225°- .25" 2.25" 0 0 0 0 2.625" ►,,,,, REVISIONS [1- �as�tern EA9TERNAADMSION RAL SYSTEMS 0 0 0 0 �� ES F• O(�(�i,,� EASTERNMETALSYPPLY `, • • '/ wnw''w«oew'��n'oeee FORT MERS FLOAD `� 'FLORWA JJ9IJ 1 0.125" Z .O 0.875" 1 7 = HVHZ CLIPPED ALUMINUM TUBE MULLIONS * . ;^* _ ERTICAL AND HORIZONTAL CONFIGURATIONS a T Q C CLIP DETAILS 11 11 'f1 •� ((J DATE:DMWN BY: PNED BY: 8 1/4 X 3 3/,8 H-CLIP. oT•.••c0 P•: , 5 13 TJH BUILDING DROPS. / : BCALE: ALUMINUM 6063-T6 �i �G ` 0003 N.T.S. ® AUTNORIIAFBPECERRONNO.29Frie F39aBP� ��JSO REY. /TfPE DENt of Nn usTe "'" DATE DesDawrroN 11 INSTALLATION INSTALLATION _ INSTALLATION ANCHOR(SEE NOTES 2 1/2"MIN. - ANCHOR(SEE NOTES _ — 11/2"MIN. ANCHOR(SEE NOTES- HORIZONTAL SHEETS 6-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP. CONCRETE OR °' a MASONRY BY OTHERS ° d• ° ; CAULK BETWEEN a a Q e 3/4"MIN. ° MULLION CLIP CONCRETE/MASONRY&1X °• 4 c 11/4"MIN. EXTERIOR TYP. WOOD BUCK BY OTHERS ° EMBEDMENT EDGE DIST. o•• . .- ————— — --- a TYP. 1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHER5-- CAULK BETWEEN a I I MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD'BUCK BY OTHERS ° MULLION,TYP. I I 2XW60DBUCK EXTERIOR I I INTERIOR BY OTHERS a. MULLION INTERIOR TYR rp1HORIZONTAL SECTION I MULLION I 4 T-MULLION INTERSECT DETAIL TYp (C)HORIZONTAL SECTION SIDE VERTICAL SECTION 4 JAMB-2XWOOD BUCK ', 4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I SIDE VIEW-VERTICAL INSTALLATION ANCHOR(SEE NOTES I I SHEETS 6-10) HORIZONTAL MULLION,TYP. EXTERIOR i I INTERIOR MULLION NOTE EXTERIOR INTERIOR ' TYP. DETAILS SHOWN ARE TYPICAL FOR ® ® TYP. CLIP I ALL MULLION&CLIP ASSEMBLIES. VERTICAL I I SEE SHEETS 6-10 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES, MULLION;TYP. . I I MULLION CLIP AND DESIGN PRESSURES. I I TYP. (E)HORIZONTAL SECTION •a :n a. 4 X-MULLION INTERSECT DETAIL a II a ° SIDE VIEW 1 1/4"MIN. .4. EMBEDMENT PRECAST SILL ° ° 111111J REVISIONS TERNARCNQECR1RALsr0TEM0 BY OTHERS a .. %\%`,,,S F. II''��i _al•- ��®rn EAB BASTNOMSI°A"�°BVPPIv `�\ •l`� w'.ui�'w.,=w u o'ce�e FON MYER'�0 S,FLORIDA]]91] INSTALLATION ;' B06" ZF ANCHOR(SEE NOTES 21/2"MIN. 7 'O nTu HVHZ CLIPPED ALUMINUM TUBE MULLIONS SHEETS 6-10) EDGE DISTANCE -* ; * _ VERTICAL AND HORIZONTAL CONFIGURATIONS STALL.. 0 D AILS �A1 VERTICAL SECTION p T T DATEDMWNBC. PRBPAREDBY: 4 O ( pP,: �u ON OS 13 TJH SILL-CONCRETE/MASONRY �j'n �'_\�' DRAwina no; sca�E: � sun.DINS DRoas,INc. I Eti FlMG>FS1'O ('j \ FBPE CEIITIFICATE OF SIDE VIEW-VERTICAL �i � � PA-0003 N.T.S.. �, Al1TNORILATIONN0.29578 700 0 PL y DATE 1N1l7 N SHEET: REN PBPE aRT u zusTe B osscwPRon �' 4 OF 11 VERTICAL MULLION U—CLIP TO MULLION ' CONNECTION HORIZONTAL MULLION H—CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 — 10 H—CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH V x 3 1/S"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS Eastern %,.'��,f•I l5l l Fl l,ll///./ REVISIONS ' po 'AIYa,u.uc Mr wN„UacMe tie oaewc OEA0 S4 MSION//- RMMERSYP P Y MS O FORT WE FLOWDA 3913� O TREE HVHZ CLIPPED ALUMINUM TUBE MULLIONS * = * VERTICAL AND HORIZONTAL CONFIGURATIONS a T T r = LA11111inki AKITA r1110 ASSEMBLY DETAILS i I" '. : V.l DATE:DRAWN BY: PfiEPARED BY: �j • G\ �` DRAWING ��.AI••Ts � BUILDING DROPS. FSPECRTFICATOF �`1 PA-0003 N.T.S. AvroRaON N0395 TS ]YE EAS �1Ay' J]!f - SHEET: REN. FTNE DEDAN W.OF NO.29TG BY DATE DESCRIPTION REV 5 OF 1 1 DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8"(LIGHT)-ONE-WAYMUWONS I - 1.000" - MULLION - MULLION SPAN'L' TRIBUTARY WIDTH'W' IN. J. (IN.) 18 24 30 36 42 48 _ 53. 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"' 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" n��o 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 6712 66.7 63.8 F1110LO 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.947.2 35.7 28.9 24.4 30,827.6 25.6 17.2 15.9ONE-WAY MULLION DIAGRAMS 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 � 15.9 0.375" DESIGN PRESSURE LIMITS FOR MUWON:1"x3-1/8"(LIGH -TWO-WAY MUWONS 1" X 3-1/8" (LIGHT) MULLION SPAN'L' TRIBUTARY WIDTH"' '(IN.) ALUMINUM6005-T5 MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 12 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.S 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= Wl*W2 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 2 j U� 96 66,5 49.9 39.9 33.2 28.5 24.9 22.5 108 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS h CLIP DETAILS, 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 •CONCRETE:1/4"ITW TAPCONS ° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ° 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d&EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.6.=0.55. 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"A EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 2" X 5 F� X 2 1/4FF L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2 1/4" U-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6063-T6 MIN.4000 PSI. ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •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. U-CLIP FOR USE ONLY IN MULLION-TO-MULLION CONNECTIONS ,° o ° ``,` �S F u1O,��''i REVISIONS : EgST TAERDMM NNRALPL5TEM5 p111 A�ste'rn �`,��`•• ••��''% 'An ui"w.`''."vw:�o o'aewe FORT MYERSwFIORIDA 33913 • •O Zvi�� 004432-320C NOTE:SEE SHEET 3 FOR SPECIFIC 0 0 0 - 7 '"" HVHZ CLIPPED ALUMINUM TUBE MULLIONS CLIP TYPES AND DIMENSIONS. _* VERTICAL AND HORIZONTAL CONFIGURATIONS 10 15/32" X 2 1/4" H-CLIP T T " x 3 1 6" LIGHT MULLION Dgre:DRgvm ev: FRE1q 1 Bv: ALUMINUM 6063-T6 �i�� ••�O P'•?�� 02 O5 13 TJH ((� •• /' BUILDING D1015,INC. ` DMWINO NO: SCALE: �j �tp F�NpgEAQ.� FBPE CERTION NTE OF O.29 OA'WEyJIRAT!! PA-0003 N.T.S. �( AUTHORIIATION N0.29578 �e�T � f 6 338 SHEET REV: FBK CERT.OF AUlRO2UATIDN N0.26l7B BY GATE DESCRIPTION REV 6 OF 1 MULLION DESIGN PRESSURE UMITS FOR MUWON:V x 3-1/8" HEAVY-ONE-WAY MUW ONS - SPAN'L' TRIBUTARY NDTH'W'(IN.) 1.000" MULLION (IN.) IS 24 30 36 42 481 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 0.125"' 60 200,0- 200.0 200A 191.4 176.7 167.5 162.2 161.E 159.4 3.125" 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 89.3 79.7 84 1262: 96.1 79.4 - 66.8 -58.9- 53.2 49.61 -49.1 46.1 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 z9.3 .ONE-WAY MULLION DIAGRAMS 308 58.9 44.6 36.1 30.5 26.6 23.7 218 DESIGN PRESSURE UMITS FOR MUWON:1"x3.18" HEAV -TWO-WAYMULUONS 0.625" . SPAN'I! TRIBUTARY WIDTH", '(IN.) V X 3-1/8" (HEAVY) MULLION MULLION IN. 18 24 30 36 42 1 48 SIM 54 60 MULLION 24 200.0 200.0 200.0 200.0 200.0k733.8 200.0 200.0 200.0 ALUMINUM 6005-T5 I . 36 200.0 200.0 200.0 200.0 19L4 151.3 148.9 134.0 - 48 200.0 200.0 206.0" .167.5 143.6 113.5 111.7 100.S - 60 200.E200.O 160.8 IM.0 114.9 - 90.8 89.3 80.4 72 ]96. 118.1 98.4 84.4 66:7 65.6 59.1 Wl W284 124. 74.4 62.0 53.1 42.0 41.3 -37.2 TRIBUTARY WIDTH= 2 96. 83.0 49.8 4L5 35.6 28.1 27.7 24.9 108 58.3 35.0 29.2 25.0 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. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. QUALIFIED ANCHOR CLIPS 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 0 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS 0 •CMU:1/4"ITW TAPCONS o .CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 13j411 U-CLIP 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. ALUMINUM 6005-75 •HOLLOW CMU ANCHORS SHALL HAVE o A MIN.EMBEDMENT OF 1-1/4"h EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 10- 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. U-CLIP FOR USE ONLY.IN •CONCRETE ANCHORS.SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"h EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MULLIONWTO-MULLION 2" X 5" X 13 4" L-CLIP MIN.4000 PSI. CONNECTIONS 6063-T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 18 GA.(0,045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. **MUST BE USED IN PAIRS ' ERFVI �. ,Eastern �MMARCHIT ONOf SYSTEMS ,�� $F. � EASTERNMETALSYPPLY /� t0030BAVARLARDAD O O O `��• OFORTM RS,FLORIDAM913 ' BOOi32-120a NOTE:SEE SHEET 3 FOR SPECIFICTR E HVHZ CLIPPED ALUMINUM TUBE MULLIONS CLIPTYPES AND DIMENSIONS. o 0 0 . VERTICAL AND HORIZONTAL CONFIGURATIONS " x 3 7 8' MULLION .. ATE:D1015/32" X 13/4" H-CLIP =-/a �o ? �� 02 os i3 TJH SUrLDIN6 DROPS,INC � •�' •' \�`�� JREI RAWINGND: ScA HIE DERTIFI -OF ALUMINUM 6063-T6 �i ��` PA-0003 N.T.S. AUTHOAIZAIION N0.295T0 .... BY DA 7r OF.11 - - DESIGN PRESSURE UMITS FOR MUWON:1"x4"-ONE-WAYMUWONS Imo-- 1.000" SPAN'L' ,TRIBUTARY WIDTH'W' IN. I MULLION IN. 18 24 30 1 36 1 42 48 53.nS I M 60 24 200,0 _200,0 200.0 200.0 200.0 200.0 200.0 200.0 200.0L - 36 200.0 200.0 200.0 200.0 200.0 200.0- 200.0 200.0 200.0 .250" 48 200.0" 200.0 200.0 200.0 200.0 200.0 200.0 200.0. 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I - 72- -200.0. 200.0 200.0- 181.5. -161.6 147.9 -139.7 138.6 132.6 4.000" 84 -200.0 159.9 130.4 1112 98.0 885 82.5 81.7 76.7 9 140.1 106.3 86.3 73.2 Ga.1 57.4 53.1 52.5 4B.B ONE-WAY MULLION DIAGRAMS 108 98.1 74.2 60.1 50.8 44.3 - 39.5 . 36.3 35.9 33.1 ' DESIGN PRESSURE OMITS FOR MUWON:1".x 4"-TWO-WAY MULLIONS -� SPAN V TRIBUTARY WIDTH'W(IN.) 0.250u MULLION (IN. 18 24 30 36 42 48 53.125 54 60 MULLION -24 200.0 200.0 200.0 200.0 200.0 260.0 200.0 200.0 200.0 1" X 4" MULLION 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 198.5 ALUMINUM 6005-T5 48 200.0 200.0 200.0 M0.0 20D.0 186:1 168.1 165.4 148.8 - 60 200.0 209.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 - B4 zao.D 154.7 123.8 103.2 88.4 -77.4 69.9 68.8 61.9 TRIBUTARY WIDTH=• W3*W2 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 1 4L5 2 ^ 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4. 29.1 -1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS$CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS - QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SU85TRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"$EDGE DISTANCE OF P.WOOD SHALL BE MIN.S.G:0.55. ` •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"$EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •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.. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 o 0 0 0 0 0 0 2" X 4" X 3 3/8" L-CLIP P��•,ES F fill,,"I REVISIONS rrffl;_r� FABTBE�AS RN A F eN8 8 1/4 X 3 3/8 H-CLIP Eastern AONISION OF •• KY ALUMINUM IN PAIRS ALUMINU ,Qi�••• 10 '/ FORT rB.�Ai SRS.S•AF owe-33913 INPwCMINU o^w„o 6Fauw� MUST BE USED IN PAIRS ,� � ,. '• 'S�p= - e"o,3z-mow TmE HVHZ CLIPPED ALUMINUM TUBE MULLIONS 7 :* VERTICAL AND HORIZONTAL CONFIGURATIONS - TT E0 ❑ 1" x4" MULLION NOTE:SEE SHEET 3 FOR SPECIFIC ��p P tv oATs:oRAwN BY. FREFAREO er: 02 05 13 TAW CLIP TYPES AND DIMENSIONS. ///F �j�,�� ORAw NO Nu scue g B b1NGbROPSEOF a9efwsul ,,,,Ta PA-6003 1N.T.S. AVTHORIZAEONNO.29578 FTxt cFzs°r.OF "N NB.29ne BY OA- OeSOR WN -1"8'OF 11 aEv: •DESIGN PRESSURE UMITS FOR MU W ON:2"x 4"-ONE-WAY MU W ONS SPAN V - TRIBUTARY WIDTH'W'(IN.) - - " - - - ' - - MULLIO -�1 2.Od0 MULLION- (IN.) IN.) 18 1 24 30 36 42 48 53.1u 54 60 24 200.0 1 200.0 200.0 200.0 200.0 200.0 2.00.0 200.0 200.0 36 200.0." 20D.0 200.0 200.0 200.0 '200.0 200.0 200.0 200.0 48 206.0- .200.0 200.0 200.0• .200.0 200.0 200.0 200.0 200.0 - fi0 200.0 200.0 200.0 200.0' 200.0 200.0 200.0 200.0 200.0 0.250" 72 200.0 200.0 200.0 200.0 200,0 197.0 188.0 186.8 IWA 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 - 96 200.0 .159.0 129.1 109.5= =95.9" 85.9 79.S - 78.5 73, " - 4.000" 108 146.7 111.1 89.9 76,0 66.2 59.154.4 53.7 49.50 - .ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MULDON:2"x 4"-TWO-WAY MULLIONS - SPAN V TRIBUTARY WIDTH"W'IN. •IN. 18 24 30 36 1 42 48 . 53.125 54 60 - MULLION MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0' 200.0 200.0 200.0 0.250" .36 200.0 .20D.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 326.1- ALUMINUM 6005-T5 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 - 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 = WI+W2 145.2 108. 87.1 2.fi 3.6 TRIBUTA108 2.2 RY WIDTH - 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. LINEAR INTERPOLATION BETWEEN LI5TED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: QUALIFIED ANCHOR CLIPS •WOOD:#14 WOOD SCREWS +CMU:1/4"ITW TAPCONS •CONCRETE:1/4"•ITW TAPCONS ' •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G.0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"A EDGE DISTANCE OF 2-1/2"._HOLLOW CMU SHALL 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. 0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 2" X 4" X 3 3/8" L-CLIP ALUMINUM6063-T6 `, /b REVISIONS roaep. �+ a Fa9Tssemc"M OTURALsY ms **MUST BE USED IN PAIRS \��`��$F. 0 7i -. Eastern easlEmmTALsv y \\\ ' • /// lwiwe•r'w.i�"o n o'onni ron Y s,FLoRIDAM913 • `,.r��• •�O i w•w-e. 0Wd32.7209 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC =* ' '* = VERTICAL AND HORIZONTAL CONFIGURATIONS T T r o = 2" x 4 MULLION CLIP TYPES AND DIMENSIONS. W PATE;DRAWN BY: PFEPAREp IT: ' o ........ p '_�\� 02 05 13 TJH •••• (7\\\\ - DING DROPS,INC. DRAWING NO: SCALE F9 ECERTIFICAIEOF- u' �€J �O PA-0003 N.T.S. AUTHORIZATION NO.29578 AE 1 JJO sNEEf: REV: FUE PERTT of AU ax NO.1957E La -DESCRIPTION ' 9 OF-11 2.000'. MULLI N DESIGN PRESSURE UMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS - - - -- '- - -'- 0 _ SPANV TRIBUfARYWIDTH'W'IN. MULLION (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 0.250" 48 200.0 200.0 200.0 200.0 200.0 200.0 200,0 200.6 200.0 60 200.0 200.0 200.0- 200.0 200.0 200.0 200.0 200.0 200.0 II 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 n-IF-n -- 84 200.0 200.0 -200.0 1910 17LS 157.6 148.7 147.5 140.1 - 96 1 200.0 1 200.0 186.8 161.6 144.1 131.3 123.0 1n.s ua.6 ONE-WAY MULLION DIAGRAMS 108 200.0 197.0 1627 140.1 .124.2. 112.6 304.9 103.8 97.0 - 6.000" -. DESIGN PRESSURE LIMITS FOR MUWON:2"x W-TWO-WAY MULLIONS _ MULLION- SPAN 'L' TRIBUTARY WIDTH MI'IN. MULLION - (IN.; ]8 - 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 20D.0 200.0 200.0 2MO 200.0 200.0 36 200.0 200.0 200.0 2D0.0 200.0 -200.0 2D0.0 200.0 200.0VA 48 200:0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 _ VA 60 200.0 200.0 200.0 200.0 Y80.1 1S7.6 142.4 .140.1 126.1 -11II. 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 - 84 200.0 200.0 180.1 150.1 128.7 112.6 301.7 300.1 90.1. 0.250" 96 200.0 197.0 157.6 L3L3 112.6 98.5 89.0 87.6 78.8 6,FMULLION - 108 200.0 17S'1 140.1 116.7 iW.l 87.6 79.1 77.8 '°•° ALUMINUM6005-T5 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 4 CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14'WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 o o •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF-1-1/2"A EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"Ai EDGE DISTANCE OF 2-1/2 HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 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.18 GA.(0.045" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. o o a o 2" X 4" X 5 3/8" L-CLIP .�0" S F�� RWSIONS �.- EASTERN ARACHREC O SYSTEMS ALUMINUM 6063-T6 �� O �i� EaS��®'� EASTE NETALSYPPLY **MUST BE USED IN PAIRS �� - •' ,,�•Q��. ".,a o:';,'V'�"+»;•��o'oRo FORT iWARt FWM ��:• ..O � � , »o. FOB�32�Ea S,FLORIDA33913 7 = mE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC = a T T r a = " x 6 U ION CLIP TYPES AND DIMENSIONS. �� p•,.'(u \ DATE:DRAWN BY: PREPAREDBY: �_,� 02 05 13 TJH BUILDIN6DROPS•INC. ,• C �j DMWWG NO: scA - FBPE CERTIFICATE OF k PA-0003 N.T.S. AUTHORIZATION NO.29578 1 0.OF 1 1 WE OERRT.OF AM 29375 '6Y DATE DescRu�rwN REv s � II��/iAlII1/��J1111��`�J11------.-----,.----- ------ 100 jI'M �1 NO j1 E !l /II/� III// /II// I//III/ III// //I XLJ M // //I /II /ICl/ 11/ II/ /III/ lmnn� inn .. • • III/ /I iiiiiiiiiiiiiiiiiiiiiiiii-_. elj-----siiiiii/ij�� iJ • •• • • •• • WL LVJ 4 tkfoj