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Home My WebLink AboutProduct Approvals-mullion 1/8/7019 > Florida Building Code Online - a4sc:anR BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Fd b Product Approval USER:Public User. Product ADDroaai Menu>Product or Aepbcation Search>Application List - Search Criteria Refine Search gIwCEIVED Code Version 2017 FL# 17472.2 Application Type ALL Product Manufacturer ALL JUN Q r�i f� Category ALL Subcategory ALL Application Status ALL Compliance Method ALL pgrinittinq 0eP' Quality Assurance Entity _ ALL Quality Assurance Entity Contract Expired ALL LuPe r 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-A plications L Type Manufacturer Validated By Status FL17472 Revision Eastern Architectural Systems Keystone Approved R3 FL#:FL17472.2 Certifications,Inc. " History Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500 Description: HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T and X Configurations Category:Windows Subcategory: Mullions *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Spgyaght 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,contact the office by phone or by traditional mall.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 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,F.5„please click here. Product Approval Accepts: Credit Card Safe i I https://www.floridabuilding.org/pr/pr_appjst.aspx 1/1 1/8/2019 t Florida Building Code Online cf'�•I �►ii.. :., t,`" u. �• ;Pi,:,, ;.1: �' it, jk i � � '�'`,;�"P��t,�FC�'" BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Public:aUons Contact Us BCIS Site Map Unks Search low.d Florida _ IF Product Approval USER:Public User r Product Aporoval Idem>Proouct or Agphcation Search>Appl tion List>Application Detail t . t;. FL# FL17472-R3 i 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@eastemmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@eastemmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Usting 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 i I Product Approval Method Method 1 Option A I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC°/a2bOtoUJ5%2f'r7NaD9SzMxXWfpyvfrXvrA%3d%3d 112 1/8/2019 Florida Building Code Online r ' 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 EAS 622-104CAR.PDF Approved for use outside HVHZ:Yes Quallty 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,pdf 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.pdf Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-1O1CAR.PDF Approved for use outside HVHZ:Yes FL17472 R3 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 622-10SCAR.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 11 PA-0003 SS 2018-02-14.pdf Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party:Yes K] iLrrt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. Light 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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,contact the office by phone or by traditional mall.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 email$ 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 here. Product Approval Accepts: M go IR—R5,711 cLlbct M, Credit Card Safe 1 I I https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bDtoUJ5a/o2fr7NaD9SzMxxWfpyvfrXvrA%3d%3d 212 r y Do=eM Title: Doo No: FIRM 61-02 Structural Performance Rev No: 7 1 ar 1 jkEYSTONP Certification CCwrlrlcwTtows,Iwc. �—� 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 81 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 Expirabon: 7/18/2021 Authorized Signature: Keystone Certifications Inc. 201 8.02.16 145 Limekiln Rd. Suite 1001 New Cumberland, Pennsylvania 17070 11 :10:21 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM I ' , r r ti CAR No:622-101.0 , YSYoNE, Appendix 1 C�....�.a.,,,�...a.a. 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'(1N.) (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 1 162.42 160.80 72 180.07 141.81 119.42 105.04 95.33 88.63 1 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 1 39.39 1 32.53 1 28.01 1 24.84 22.51 20.75 1 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-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 1 200.00 167.50 143.57 125.63 1 111.67 100.50 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 I ' Keystone Certifications,Inc. 145 Limeklln Rd,Suite 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com I I i 1 , r � Document'rNe: Doc No: FIRM 91.02 Structural Performance Rev No: 7 F"': 1 a 1 K YSTC NE Certification CCR7IFIQAT/0N6.ING. Authorization Report Required Bv: 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 specked referenced standard.Actual fenestration product performance may vary based on marry factors, including installation, condition of the walUroof substrate and the age of the product and installation ccomponents. 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" Heavy Alum Mullion HN1T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Contig: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 201/2021203 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. 2018.02.16 145 Limekiln Rd. Suite 10013 j r r New Cumberland, Pennsylvania 17070 11 :14:33 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSfONECERTS.COM I 1 ; Ys v A e n d i x 1 BAR No-622-10=.0 ■ ��«+� Expiration Date:7/18/2018 Eastem 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 1 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 1 200.0 167.5 1 .143.6 125.6 113.5 1 111.7 100.5 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 83.062.3 49.8 41.5 35.6 31.1 28.1 27.7 1 24.9 108 58.3 1 43.7 35.0 29.2 J 25.0 1 21.9 19.8 19.4 1 17.5 Impact Ratings i 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 I 1 � 090 meMTft Doc No: FRM 61-02 Structural Performance Rev No: 7 P•: 1 of KSYSTOIVe Certification L--J Authorization Report Required By. PRO B1-03 i 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 wallfroof 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 authodution. Only products bearing such a certification label shall 'be considered certified. The Information In this report can be verified atwww.keysbnecerts.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& PkTAS 2011202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 20 1 8.02.16 145 Urneklln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :37:01 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 i W W W.KEYSTONECERTS.COM I i Appendix 1 CAR No:622-103.0 Y � , i Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: INC Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-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 1 200.0 200.0 200.0 1 200.0 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 1 50.8 1 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-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 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 1 186.1 168.1 165.4 1 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 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 i Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone.717.932.8500 www.keystonecerts.com , boaanemTO: Doc No: FRM B1-02 Structural Performance Rev No: 7 Pw- ' KEYST0N,F7 Certification 4'rRT,rIC�TON3,INC. �--� Authorization Report ff RequUed 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 marry factors, including installation, condition of the wail/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 Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10& PA/TAS 2011202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.1 6 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070- 11 :46:53 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW XEYSTONECERTS.COM s � Appendix 1 CAR No:622-105.0 Expiration Date-7/18/2018 Eastem 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 MULUON: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 EO-O- 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 1 .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 13.0 108 146.7 111.1 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 1 200.0 200.0 200.0 1 197.0 178.0 175.1 157.6 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 62.2 54.5 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 1008 New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com a Document Tom; Doc No: FRM 13142- Structural Performance Rev No: 7 Pa9w 1 a- 1 �F'Y,ST0NE Certification Authorization Report ReqUked 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 Un accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the watlfroof 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. Llcensee 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 HNM 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10&PAITAS 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. 2018.02.16 145 Limekiln Rd. Suite 1008 New Cumbedand, Pennsylvania 17070 11 :50:16 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 I I i WWW.VXYSTONECER7s.com ' r ' c ; Y Appendix 1 CAR No:622-106.0 Expiration Date:7/18/2018 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 1 200.0 200.0 1 200.0 200.0 200.0 1 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0 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 1 197.0 1 162.7 140.1 124.2 112.6 104.9 103.8 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 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 1 175.1 150.1 131.3 118.7 116.7 105.1 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 E2996-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 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: �'Wl'� � ,AL2' {�'Wl'+'WZ'�{ 1 THE PRODUCESHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) I I I FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. C i 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 4 MULL INDIVIDUAL UNITS ATTACHED TO MULLIONS MUS BBE IMPACT RATED. SPAN*L' 4. ADEQUACYOFTHE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTSFERRING APPLIED PRODUCT LOADSTOTHE TYP RAN7 FOUNDATION 15THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. VERTICAL SPAN S. IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOBED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD C SPAN*V �`5 ANLL' FOR THE PROJECT OF INSTALLATION. MULLION ��yy,, ��• 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDTTIONS FOR A TYD °, SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'WZ' ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE REST. 7. MULLION&CUP MATERIAL.ALUMINUM 6005-T5&6063-T6(AS NOTED) S MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVALLAI m 'Wi' 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS.MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYF 4 SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE TYPICAL MULLION ASSEMBLY HORIZONTAL'IT" MULL SPAN MULL INSTRUCTIONS: SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. b 2. CHOOSEAMUWONTHATPROPERLYFITSTHEFENESTRATIONPRODUCT. '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 MULUONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / wi' 2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIG 3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 610. 4 - MULLION SECTIONS S. QUALIFIED CUPTYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CUP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 - 1'X}>/g•(LIGHT)MULLION DESIGN LOAD TABLES 7 - 1"X 3-1/8'(HEAVY)MULLION DESIGN LOAD TABLES B - 1'X 4'MULLION DESIGN LOAD TABLES \\\ EIZ REVISIONS +®�� sir a"'*s"N'"a"^e�a"Vae''s'E"-° 9 - 2'X 4'MULLION DESIGN LOAD TABLES `��\SITS F c��j� Eastern rASTEaiUEETAL�s • i I6Sa OOMI1MAK. 10 - 2'X 6'MULLION DESIGN LOAD TABLES + .��+ '•�Q j^�„�„��,,,,,�•�oo�„»„+�a nurtn,aslsu 11 - MULLION ASSEMBLY AND LOAD EXAMPLES 7 J ^ ..ur,..u.+.•. Im.Am sIw HVHZ CLIPPED ALUMINUM TUBE MULLIONS T a VERTICAL AND HORIZONTAL CONFIGURATIONS .v . 13GENERAL AND IN ALLATION NOTES O�- P�. Tu? vre duwweT: rmrA•cour: ••'. G�2�� 02/05/13 TJH Digihaly sagnad M Hermes F.Nomro,P.E. ��N/1AK�Fe \\\\� yM }/�B 6TH ED.FBG UPDATES I A-0003 N.T.S. :�" AUni0RQAr0"`x"N0 mea Reason:l am approving Ulb Uoganent Jae FAST "� Bit B]e aeFEv. may. Dmo:ZDtB.D2.ta T6:50:4e-OS'OV mm � n wre oeswvnpn "� lOF 11 2.000" 0.250" --{ f 1.000" 2.000" f— 1.000' 1.000" 0.250" 0.250" 6.000^ ..- - -- 0.125" 0.125" 4.000• 4.000" 3.125" 3.125" 0.375" 0.625" 0.250' 0.250" 0.250" 1"X 3-1/8"(LIGHT) 1"X 3-1J8"(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 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CLIPS Q ALIFTI IED CUPS QUALIFIED CLIPS QUALIFIED CUPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. REVISIONS ewRmnaeontecNna�srs6fE"3 \4��S•�•. Eastern �`�•• • ��''� �A n:".^r.e"'i.w.A..n on.vn RM1Sq RU9i2 • 7 •O 1-0RJ04210D * –: C °1� •.HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION CROSS SECTIONS • ...... ty4/,� are oeaw"er: racrancoer: _ 02 OS 13 TJH ��iiFS• •CSG`\\\` auvnnorai swe: \ eunrs.ncnmewo PA-0003 N.T.S. !`; a "ou"o.mre .ne uspru .aoo caEr. aEv: read opR.a 2 OF 11 aim�oi¢aea M y 0 0 2.25" p 2.25" T o 0 2.25" '\ 1.75" 2.625" 3.375" 0 2.2 0 0 2.25" o 4.625" 5.375" 0 0 _I L � 0.125" 2" 2.25"- - -� _ 0.125" 2- 0.125" -0. 5" 2^ � o 0 FIJI ,� 2"X 5" X 13/4" L-CLIP 2�" 2 X 5 X 21/4 L-CLIP ALUMINUM 6063-T6 0.125" 2" 2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 1- ALUMINUM 6063-T6 T 2" X 4" X 5 3/8" L-CLIP 10.46' ALUMINUM 6063-T6 2.50" 0.722"---1 J- 2.25" p 2.25" � � 0-1 � 0.722"� �--. 10.46"02.25" 2.25" 01.75" p2.25' p o 2.25' t � 2.335" 2.25' ° 2.2 '(/\0 o a �I �1 0.188" H-T 0 2.25" o 1.25" I I I I 2.125" 2.125" 10.188" 1015/32"X 21/4" H-CLIP " -C �H —L ALUMINUM 6063-T6 2 1/4 �-CLIP 13/4e/ �-CLIP ALUMINUM 6005-TS ALUMINUM 6005-TS 1015/32" X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25"--1-2.25" 2.25" 2.625" ��1 IIID REVISIONS s /® F1l5iEtiM anavr[crunusraTllo .�SES F. o �i�i I'�i EaSlre rs® �s�"e.us��. `�: •� i IA.�..nu":"..nw�..M..- IeMi COM[STS 11Vl. 1 — �'��ore�n RMRe1.Il)191) ly 0.125" HVHZ CLIPPED ALUMINUM TUBE MULLIONS 0.875" 1 * '* = VERTICAL AND HORIZONTAL CONFIGURATIONS 81/4" X 3 3/8" H-CLIP j0o�;=.' T oP, 2�u c Iv alts �. O� `�� 02/05/13 TJH eu"nao oeo"s.:wc ALUMINUM 6063-T6 ��/ n ••• �� PA 0003 N.T.S. ` non It m NO. x /0 0� pa swcEt:. aee ME micro roll INSTALLATION ANCHOR (SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR 6 10) 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHE HORIZONTAL EDGE GIST. Tr10) EMBEDMENT 6-10) MULLION,TYP. CONCRETE OR e MASONRY BY OTHERS CAULK BETWEEN ° d ° MULLION CUP ° a. ^ 11/4"MIN. 3/4"MIN. EXTERIOR CONCRETE/MASONRY&IX d n ° EMBEDMENT EDGE DIST. a P. WOOD BUCK BY OTHERS CLIP -- - - --- ° TYP. ----- 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BYOTHERS MASONRY BY OTHERS ° CAULK BETWEEN Q MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS ° MULLION,TYP. I I •a I I 2X WOOD BUCK °. EXTERIOR I I INTERIOR BY OTHERS °. ————— -- — MULLION INTERIOR TYP. p HORIZONTAL SECTION I IMMUULLION 4 T-MULUON INTERSECT DETAIL P. C HORIZONTAL SECTION SIDE VIEW R VERTICAL SECTION 4 JAMB-2XWOOD BUCK HEAD-CONCREWMASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS I I 6-30) HORIZONTAL MULLION,nP. EXTERIOR i I INTERIOR MULUON EXTERIOR INTERIOR I TYP. NOTE MULLION CLIP i ® ® I I DETAILS SHOWN ARE TYPICAL FOR ALL TYP. MULLION&CUP ASSEMBUES.SEE VERTICAL I i SHEETS 6-30 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN MULLION CUP PRESSURES. I I TYP. E HORIZONTAL SECTION 4 X•MULUONINTERSECT DETAIL a a n SIDE VIEW .6 1 1/4"MIN. •d. ° EMBEDMENT PRECAST SILL REVBIONS BY OTHE a ,••SEs F' O '��, Eastern umua it c�rv".r INSTALLATION ANCHOR •r. •G• O P�e.... �".."o ." Awo¢n sn+x (SEE NOTTION ANCHOR 7 »«y»^»o V»•` an+mso 21/2"MIN. r n� HVHZ CLIPPED ALUMINUM TUBE MULLIONS 6-10) »* / G C _ VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE -0 - T F a = INSTALLATION DETAILS q VERTICAL SECTION �'o P::�`� oA.��^�� °°• A moi-Tom••. �� 02/05/13 T1H wip.�onoos.ixc. '4 SILL-CONCRETE/MASONRY -- C� �� o .mM sruE: \ reo[a�sarc�rtm SIDEVIEWVERTICAL Ae- •••r•••• �� PA-0003 N.T.S. AunmAonno."s" EwET: Mm nse cmy.v ra zme °`' Rev 4 OF 11 VERTICAL MULLION U-CUP TO MULLION CONNECTION HORIZONTAL MULLION H-CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-30 H-CUP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 31/8'MULLION AND H-CUP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS 0E,rJ F.yo%,,, REVISIONS �,,• � Sts rs sm�us 0'� RYY[t5,R r19V % uw,wuw ww v. 4ellJ04[1B0 HVHZ CLIPPED ALUMINUM TUBE MULLIONS _ z VERTICALAND HORIZONTAL CONFIGURATIONS T MULUION AND CLIP ASSEMBLY DETAILS {`,: (V� wTe aurin m: r„er r. C ......... •.... 02/05/13 Till aumrmPAra su[e \ ieiiaemiu�ita are Em -OOD3 N.T.S. AUMMMA m.M.M" s+�rtr. rtEv: WE mii'�a wnamAWl.n»gym m wre oese�na+ �v 5 OF 11 DESIGN PRESSURE LIMITS FOR MULLION:1-z3-W U -ONE-WAY MULLIONS I 1000" MULLION MULLION S 'L'NTRIBUTARYWI2H'W'IN. (I � • N. 4 18 20 30 36 48 54 60 I 24 2000 200o zoo.o 200.0 200M..o z000 2MO 2000 2010 2DOo .-1111 36 200.0 20D.0 200.0 200.0 200.0 200.0 2010 2000 200.0 0.125" 48 200.0 2000 200.0 2000 200.0 200.0 20D.0 2000 2000 3.125" 60 800.0 200.0 18LO 1580 143.3 134.3 229.8 1293 127.6 ---I 72 1616 123.7 1015 873 77.7 72.1 67.2 66.7 63.8 90 1010 76.9 62.7 535 47.1 42639.7 39.3 36.9 -%- --67.4 SLI 4L5 - 3S.2 308 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS - - 108 1 47.2 1 35.7 1 289 244. I 2L3 19.0 17.5 17.2 25.9 0375" DESIGN PRESSURE UNITS FOR MUWON:T■3.118"UG -TWO-WAY MULLIONS 111 X 3-1/8" (LIGHT)MULLION SPAN V TRIBUTARYMIDTH'W(IN.) ALUMINUM 600S-TS MULLION IN. 18 24 30 36 42 48 53.125 54 60 MULLION 24 200.0 2000 200.0 MA 20D.0 2M0 2010 200.0 2000 36 2000 200.0 200.0 2W.O 191.4 167.5 ISL3 1489 134.0 48 2=0 200.0 2000 167S 143.6 175.6 113.5 1117 1005 60 2000 2000 1608 134.0 114.9 SODS 90.8 89.3 804 72 157.6 118.2 90.5 78.8 675 59.1 S3.4 52.5 47.3 TRIBUTARY WIDTH= W2♦W2 84 99.2 74.4 595 49.6 425 37.2 33.6 33.1 29.8 2 % 665 49.939.9 33.2 29S 24.9 22.5 222 ]9.9 108 487 35.0 280 233 200 17.5 IN 15.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4 SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS 5. ANCHOR EQUREMENTS:�PDIMENSIONs. •WOOD:#14 WOOD SCREWS • CMU:1/4"ITTN TAPCONS • CONCRETE:1/4"FTW TAPCONS .METAL:1/4-SELF-DRILLING SCREWS(GRADES) o ° ° 6. INSTALLATION SUBSTRATES: .WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-112"&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 0 0 0 o BE MEDIUM E GHT NFORMINGTO ASTM C 90. ° •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.3/4"&EDGE DISTANCE OF 2-1/2-.CONCRETE SHALL BE 2 1/411 U-CLIP 211 X 5t1 X 2 1/4f 1 L-CLIP •METAL OANCH00 PSIORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005-TS ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. "MUST BE USED IN PAIRS U{UP FOR USE ONLY IN MULLION-TO-M5-W--0N ICONNECTIONSF. ISI REVISIONS If D ® rwsn•wu�aertauwe.snus ��((`` ly-^y t6M100N[SIIC An. NOTE:SEE SHEET 3 FOR SPECIFIC CUP o o o """ TYPES AND DIMENSIONS. * * HVHZ CLIPPED ALUMINUM TUBE MULLIONS p gT 0 VERTICAL AND HORIZONTAL CONFIGURATIONS ':r1 8"LIGHT MULLION 1®15/32" X 21/411 H-CLIP v;; �.: �.: ALUMINUM 6063-T6 '1`�S•. ••"• G��`C 02/05/13 T1H icUo[4Da in a ��i S MAbm�QNSSS� n."woroN¢ curt R\, _ __ PA-0003 N.T.S. •UTKORQAi No.2" KACK FLnw- man: av 4°° mr°a rine n wn °esm+v'o" iav 6 OF 11 DESIGN PRESSUREURS MFOR MUWON:1'113.1/8°HEA NI -ONE-WAY UWMULLIONONS I SPANT TRIBUTARYWIDTHW(IN.) '-'I f` 1-000" MULLION J�- 24 18 24 30 36 W. 48 53.125 SS GD W 24 200.0 700.0 200.0 200.0 200.0 2(10.0 2010 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 2((.0 200.0 100.0 ZW.O 200.0 20D.0 200.0 200.0 200.0 0.125• 60 2(11.0 200.0 200.0 2914 W.7 167.5 162.2 16L6 259.4 72 2(00 1545 1268 109.1 97.1 8&9 "a ti3.3 79.7 3.125" .. 84 12&2 961 7&4 66.8 5&9 512 49.6 49.1 461 -96- B4.2 619 SLB 44.0 395 34.5 3L9 3L5 29.3 ONE-WAY MULLION DIAGRAMS 109 58.9 44.6 3&1 30.5 26.6 23.7 218 ZLS 199 DESIGN PRESSURE UMTS FOR MUWON:1's 31/8'HEA -TWO-WAYMUWONS 0.625" , SPAN'V TRIBurARYWIDTHW IN. 1"X 3-1/13" (HEAVY)MULLION MULLION IN.) 18 24 3D 36 42 48 53.125 54 W 24 200.0 200.0 200.0 200.0 200.0 WILD 200.0 20(X0 200.0 ALUMINUM 6005-TS MULLION 36 200.0 200.0 200.0 200.0 19L4 1675 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111:7 200.5 6D 200.0 2MO 160.8 MO 110.9 1005 90.8 89.3 80.4 72 1_•68 247.6 11&1 98A 84.4 73.9 66.7 65.6 59.1 001+002 84 13.0 93.0 74.4 620 53.1 46.5 410 417 37.2 TRIBUTARY WIDTH 2 % 83.0 623 49.8 415 35.6 3L3 21 1 27.7 20.9 lye'1p/-Z,l -'I 108 5&3 43.7 35.0 29.2 25.0 1 4 17.5 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 MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:�PDIMENSIONS. so •WOOD:014 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS LLATION 114-SELF-DRILLING SCREWS(GRADE 5) 6. INSTA 13/4" U-CLIP o o •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 ALUMINUM 6005-TS BE MEDIUM WEIGHT CO FORMING 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 U-CUP FOR USE ONLY IN MIN.4000 PSI. -TOUI 2X 5L-CLIP MUON " "X 13/4" •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. CONNECTIONS 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-Ts. ALUMINUM 6063-T6 **MUST BE USED IN PAIRS 1 2 REVISIONS111100-am �TE""""�•1eC^A'^L 3`'�'e ,..��ES F. o Eastern . 0oin. NOTE:SEE SHEEP 3 FOR SPECIFIC CUP =* .�.= ° HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYPES AND DIMENSIONS. o VERTICAL AND HORIZONTAL CONFIGURATIONS 3 8"HEAVY ULUON 1� u . O QA;•flu wi[:oR�nN ar: vRevARenm: 1015/32 X 13/4 11-CLIP %��FS•• . .... G. oz 0s 13 TJH 4�1 � ALUMINUM 6063-76 n1dR aC"``,� oRn PA-0003 N.T.S. \, AUMOWAATIONNNo S" Sn tm 311!]8 SHF.Ef; REV: miwAWman In aro�N Nn inn a`' °"'� '� 7 OF 11 DESIGN PRESSURE UMTS FOR M WON:1•x4MULLION IV '-ONE-WAY MUWONS �{ {� 1.000" SPAN' TRIBUTARY WIDTH W(IN.) , 1 I MULLION IN. 1H -24--T-30 36 1 42 1 48 511251 54 60 24 2000 200.0 200.0 2W.0 I 200.0 200.0 200.0 200.0 2000 36 2000 200.0 200.0 2Mo 200.0 200.0 200.0 2000 200.0 0.250" 48 200.0 200.0 200.0 2000 2000 200.0 2000 200.0 200.0 60 Zmo 200.0 200.0 2110.0 200.0 2=0 2000 2000 200.0 - 72 2000 2000 2000 IBLS 16L6 147.9 139.7 138.6 1326 4.000" -11- __ _84._ 200.0. 2099_ .130.4 1112 Bas 525 817 797 % ONE-WAY MULLION DIAGRAMS 1401 1063 B63 %l 73.2 60.1 57.4 53.1 525 48.8 108 98.1 74.2 T 601 508 443 1 39.5 393 3S.9 33.1 DESIGN PRESSURE UMTS FOR MUWON:1"x 4"-TWO-WAY MUW ONS SPAN 1' TRIBUTARY WIDTH W N. MULLION IN. 0.2500" MULLION 24 18 24 = M 42 M Slus200.0 W. 60 1"X 411 MULLION 24 200.0 2000 200.0 200.0 2000 2000 2I7D.0 200.0 200.0 36 2000 200.0 200.0 200.0 200.0 2000 200.D 200.0 19&5 48 2000 2000 2000 200.0 2000 1691 1681 165.4 14&8 ALUMINUM 6005-T5 60 2000 200.0 200.0 1915 170.1 14&8 134.5 1323 119.1 72 2000 200.0 1996 1&3.6 1404 1729 11LO 109.2 98.3 84 200.0 154.7 123.8 10&2 8&4 77.4 69.9 6118 619 TRIBUTARY WIDTH= Wl+W2 % 138.2 103.7 829 69.1 59.2 SLB 46.8 491 4L5 2 �- 108 97.1 72.8 5&2 4a5 41.6 394 32.9 324 .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 MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: .WOOD:414 WOOD SCREWS • CMU:114"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •METAL•1/4'SELF-DRILLING SCREWS(GRADES) 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 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 0 0 0 0 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-TS. 0 0 0 0 0 0 0 0 n ee ee 11 ee ``SSSS s F- ,'/', REVISIONS rwslE[gA1"FNme2enmrsrenae 2 X 4 X 3 3/8 L-CLIP 4ss o EaSt�'I'd� "0"16101" 81/4 X 3 3/8 H-CLIP F , ALUMINUM 6063-T6 �� ,•'•�G•p Q : t-^�.,• .,- I.Ml ..n=AW. **MUST BE USED IN PAIRS ALUMINUM 6063-T6 Z: -p _: �: ffwmnmD • ian+oia+m "�- HVHZCUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS I"x 4-MULLION ' O '•. NOTE:SEE SHEET 3 FOR SPECIFIC CLIP � 02/05/13 TJH TYPES AND DIMENSIONS. �i Sp�� G S�� oaam�oNa y"• \ SUKMG '��01(d�IR1 SS5 PA-0003 N.T.S. I� AVMMox AWNx11nO.�MU xaf us4 e1[ne encu: NE n•c oon4Q n�a No.xrne °1 °"n °E�1tON "e" 8 OF 11 DESIGN PRESSURE UMTSFORMUWON:Yx4"-ONE-WAYMUWONS MULLION SPAN T TRIBUTARY WIDTH W IN. 2.000" IN. 18 24 30 36 ax 48 57.125 SAI 60 MULLION 24 200.0 2000 200.0 200.0 2000 200.0 200.0 200.0 2000 36 200.0 2000 2000 200.0 200.0 2000 2D00 200.0 200.0 j 48 2000 2000 200.0 2000 200.0 2000 2D0.0 200.0 2000 ._IIIL 6D 2W.0 200.0 200.0 2000 2000 20D.0 200.0 200.0 200.0 0.250" 72 Z(A.0 200.0 ZD0.0 8X10 200.0 19.0 1880 186.8 180.1 -� 84 20D.0 200.0 195.1 1664 146.6 132.5 123.5 122.2 114.8_.. 4�, - 96 2000 159.0 129.1 109.5 95.9 8S.9 79.5 7&5 73.0 108 _.146.7_ _11L3. 89.9. 76.0 66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE UNM FOR MUWON:2•x 4"-TWO-WAY MUW ONS R772 TRIBUTARY WIDTH W)IN. 18 24 30 36 42 48 53.125 54 60 MUWON 200.0 2000 2000 2000 2000 2000 200.0 200.0 200.0 0.250 MULLION 200.0 2000 2000 2000 2000 2000 2000 200.0 2000 2"X 4"M U LLIO N 2000 200.0 200.0 200.0 2000 197.0 178.0 175.1 157.6 2000 2000 2000 200.0 180.1 157.6 1424 1401 126.1 ALUMINUM 6005-T5 2000 2M0 200.0 1751 1501 1313 11&7 216.7 105.12000 200.0 180.1 150.1 12&7 112.6 10L7 1001 90.1 % 200.0 155.1 124.1 103.4 88.6 77.6 70.1 6&9 620 108 1452 108.9 87.1 72.6 62.2 54.5 49Z 4&4 a3.6 TRIBUTARY WIDTH= Wl Z W2 �- - 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. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:N14 WOOD SCREWS QUALIFIED ANCHOR CLIPS •CONCRETTE:1/4TA�OAPCONS •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 0 O O 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 9D. •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-TS. O 0 0 O 2"X 461 X 3 3/8" L-CLIP Eastern �6�fP ALUMINUM 6063-T6 ```� �s F.•,/0777J�' REVISIONS L�a7��6 iar r•s> 6oroav "MUST BE USED IN PAIRS `. ` �F`�0.�- 16>.IDOWSMAW. HVHZ CUPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP v ; T QF • ` VERTICAL AND HORIZONTAL CONFIGURATIONS TYPESANDDIMENSIONS. p,: wh� a2r"1L4•MULLION• '�i�•0F •••R,t G��'�� 02/05/13 TSH _ A-0003 xIe FAV SIL S/6 6e26T: PfY. mfr a wnawna °' wre °E10M Fs~ 9 OF 11 DESIGN PRESSURE UMttS FOR MUW ON:t■G-ONE-WAY MUW ONS MULLION SPAN 7.' TRIBUTARY WIDTH W IN. MULLION IN.1 18 24 30 36 42 48 Sa115 54 60 24 2000 200.0 2000 2000 20110 200.0 2000 200.0 200.0 36 200.0 200.0 2000 2000 2000 200.0 200.0 200.0 20(LO 48 200.0 2000 200.0 2000 zao.0 2000 2MO 200.0 2000 0.250' 60 200.0 2000 2000 200.0 20D.0 20(1.0 2000 2000 200.0 72 200.0 200.0 2000 2000 200.0 192.0 1680 186.6 180.1 B4 2000 2(10.0 210.0 1910 1715 157.6 1487 1475 1401 96 2000 200.0 1868 161_6 144.1 1313 MO 121: 114.6 ONE-WAY MULLION DIAGRAMS 108 2000 192.0 1627 1401 1242 1126 104.9 103.8 97.0. 6.000" DESIGN PRESSURE UNINS FOR MUWON:2"x6"-TWO-WAY MUWONS _T MULLION SPAN V TRIBUTARY WIOTH W IIN. MULUON IN. 18 24 30 1 36 42 48 53.125 54 60 24 2010 200.0 2000 2000 200.0 200.0 2000 2000 270.0 36 2000 2000 2000 2000 2WO 20(10 2000 2000 20D.0 46 200.0 210.0 210.0 2000 2000 197.0 1780 175.1 157.6 60 200.0 200.0 210.0 2000 1801 157.6 1414 1401 126.1 72 200.0 2000 200.0 175.1 BOA 131_3 118.7 216.7 105.1 flo.21164 200.0 200.0 1801 1501 1287 112.6 101.7 1001 90.1 96 mo 1 197.0 157.6 1313 1126 gas 89.0 87.6 716 2" X 6"MULLION " ]oa 2100 175.1 1401 116.7 IMI 87.6 79.1 n.B Tao TWO-WAY MULLION DIAGRAMS ALUMINUM 6005-T5 TRIBUTARY WIDTH= Wl+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS&CUP 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 CUP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:014 WOOD SCREWS • CMU:1/4"IT1N TAPCONS 0 0 0 0 _•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"&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 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.18 GA.(0.045" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-T5. 0 0 0 0 2" X 4"X 5 3/8" L-CLIP N 'jlf. ,�.,,� ALUMINUM 6063-T6 S F �Cc,A REVISIONS ■OW C�stern u+*E�R� rz� MUST BE USED IN PAIRS q6` - - IT-MFI M•K. O .. . ._..".._" "".. nwTu nlnu HVHZ CUPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP VERTICAL AND HORIZONTAL CONFIGURATIONS TYPES AND DIMENSIONS. mss,•••CJ 6"MULLION r O R[ P;' 7U wre:oarwwev: enccu+Fn r: ��SCS R.l�...•G G��`� 02 OS 13 TJH eunvv+coRvvs.ixc. �' :['rl"n"-7m►S�S` A-0003 N.T.S. f4� �e.eamxurzar 0.•e fmT j� scare aumoewimx xo.issre s w � er wre R0' X10 of 11 • • 1 Frml Mm VINA Ir iiiii i_i_i_i_i_ii_iiii_i_ ��_��/��/�I,/�I/� �/ �iiiiiI � jl MOO! / 11LMLM/ ///%I//I / is .• .• Ili/ Ing - FI///iiiii. ilii_iiiiiii_iiiiiii_i��_i_. ji ---------- IIIW Y 7 BUILDING DROPS 398 East Dania Beach Suite 338 Dania Beach,FL 33004 Yi A Perfect Solution in Every Drop! 954.399.8478 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 Deport 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 1.16347 Domestic Ave. Ft Myers, Fl. 33912 `,��tti►i��r�ii��i SES F. Prepared by: �Q-., .,G.. .. •F�p O Flermes F. Norero, P.E. 7 Florida Professional Engineer#73778 Date:02/06/18 0 C P.�• ��: Contents: �� F •••........••.• c� Evaluation Report Pages 1—4s`9/0NAt- ``,�0 Digitally signed by Hermes F.Norero,P.E. HermeS�f.�I��0 P.E. Reason:I am approving this document Florida No.73778 Dale:2018.02.14 15:47:48.05'00' I BUILDING DROPS FL#: FL17472 A Perfect Solution in Eve Dro ! Date: 02/06/18 ry p Certificate of Authorization:29578 [Report No: 5505 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category. Mullions Compliance Method: State Product Approval Method 1a Product Name: HVIMZ pipped 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 PA40003,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 6t'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 61'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. S. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6'Edition(2017)Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. I Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 I I I o M , t C BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29579 Report No: 5505 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 601 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 M 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 301OW-8 Report Date:07/18/14 Report#:CTLA 3030W-8A Report Date:07/18/14 Report M 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) I Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 x .� BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Dropl 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 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 � - I