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Code Version 2017 FL# 17472.2
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Category ALL Subcategory ALL
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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
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Search Results-A plications
FL# Type Manufacturer Validated By Status
FL17472- Revision Eastern Architectural Systems keystone Approved
R3 FL*:FL17472.2 Certifications,Inc.
Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500
h 311 9_r Y. 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.=yjighLZQ2Z:221J_State.2LFj2EigL::Private 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 1,2022,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.S.,please click here.
Product Approval Accepts:
W1771 EW7
Credit Card
Safe
https://www.fioridabuilding.org/pr/pr_aop_ist.aspx ,i 1!1
/8/2019 t Florida Building Code Online
i
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Product Aqproval Menu>Product or Application Search>eppication 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
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@eastemmetaI.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
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
https://www,lo,ldabullding.org/pr/pr_app_dll.aspx?param=wGEVXQw,DqtCUGgvjQiz6AvC%2bOloUIS%2rr7NaD9SzMYXWfpyvfrXvrA%3d%3d 1/2
1/8/2019 Florida Building Code Online
Date Submitted 02/14/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion ~
Mullion
Limits of Use Certification Agency Certificate
Approved for,use In HVHZ:Yes FL17472 R3 C CAC 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.pdf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PERS504 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 622-101CAR.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 622-105CAR.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 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
[Ell Ed
contact us::7601 Blair Stone Road,Tallahassee Ft 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Lyriyht 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 B50.487.1395.*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,S.,please click here.
Product Approval Accepts:
Credit Card
Safe
I �
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bDtoUJ5%2fr7NaD9SzMxXWfpyvfrXvrA%3da/o3d 2/2
Document rule. Doo No: FIRM B1-02
Structural Performance Rev Na 7 1 ar 1
Y{!Y TS ONE
Ctwr�r ICAIVMN.. i Certification
�—� I Authorization Report
RegWred 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.Acbial 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.keystonecertscom.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x3-1/8°Light Alum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test information:
Test Report No: CTLA-3010W-4A/5A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
2018.02,16 145 Limekiln Rd. Suite 1008
New Cumberland, Pennsylvania 17070
11 :10:21 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
I
W W W.KEYSTONECERTS.COM
i �
i
i
4 � F
YST'�1V Appendix 1 CAR No:622.101.0
"'S.Lq"� Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
IN3-1/8"Light Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS
SPAN'I! TRIBUTARY WIDTH'W'(1N.)
(IN.) 18.00 24.00 30.00 36.00 42.00 48.00 1 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 1 48.74 46.30
96 73.35 56.98 47.27 40.91 36.46 33.24 30.83 1 29.01
108 50.93 1 39.39 32.53 28.01 24.84 22.51 1 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
48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 100.50
60 200.00 200.00 160.80 134.00 114.86 100.50 1 89.33 80.40
72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27
84 1 99.22 1 74.42 59.53 49.61 42.52 37.21 33.07 29.77
961 66.47 1 49.85 1 39.88 1 33.24 28.49 24.93 22.16 1 19.94
108 1 46.69 1 35.01 1 28.01 1 23.34 1 20.01 1 17.51 1 15.56 14.01
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
j
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1006 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
j
Document Title: Doc No: FRM 81-02
II
Structural Performance Rev No: 7 P899: ' ar '
t{F_YSTONv Certification
CERT/FlCAT/0M6.ANG.
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 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
evekjated 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.keysionecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x3-1/8"Heavy Alum Mullion HN/TJX
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test.Report No: CTLA 3010W-6A/7A
Test Report Expiration: 7/1811021
Authorized Signature: Keystone Certifications, Inc.
2018.02.16 145 Limekiln Rd. Suite 1OOB
r New Cumberland, Pennsylvania 17070
11 :14:33 -05'00' Phone. 717-932-8500
Fax: 717-932-8501
W W WAUSTONECERTS.COM
i
I
1
; Ys vE� Appendix ix 1 CAR No:622-102.0
��... � p p Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x3-1/8"Heavy Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3
108 58.9 1 44.6 1 36.1 1 30.5 1 26.6 1 23.7 21.8 1 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH 'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 1 100.5 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 1 58.3 43.7 35.0 29.2 1 25.0 21.9 1 19.8 19.4 17.5
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
i
PA/TAS 201/293-Large Missile and Small Missile compliant
I
Keystone Certifications,Inc. 145 Limekiln Rd. New Cumberland,PA 17319
Phone:717.932.8500
www.keystonecerts.com
I
DoCWMM TPoe: Doc No:
FIRM 81-02
Structural Performance ft""° ' ft" ' a- '
KEYSTOIv� Certification
L`i./.TI FIC ATIOM6.1 NC.
L--� Authorization Report
Required By: PRO B1-03
CAR&Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc.(KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including Installation, condition of the 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.
Uaensee 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.keysbnecertszom.
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 201/2021203 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 b 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :37:01 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM i
1
4 E `
1
EYSTONt Appendix 1 CAR No:622-103.0
�'�'�" Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x4"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W' IN.
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 1 200.0 200.0
60 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0
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 1 140.1 106.3 86.3 73.2 64.1 1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1 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 1 200.0 200.0 200.0 1 186.1 168.1 165.4 148.8
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 1 69.1 1 59.2 51.8 1 46.8 46.1 41.5
108 97.1 72.8 58.2 1 48.5 1 41.6 36.4 32.9 32.4 29.1
Impact Ratings
i
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certffication,s,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
i
x t.
Dm"m"r Tft: Doc No: FRM 81-02
Structural Performance R-11 No:
7 P: 1 1
KSY NP
C'rwT,rICATON3,1NC• Certification
t-"--� 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.Achial 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 stipulales in affixing certification labels to products,that Bose 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 atwwwAsyslonecerts.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 20112021203 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 100B
New Cumberland, Pennsylvania 17070
11 :46:53 -05'00 Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
r
AL
Ys y A e n d i x 1 CAR No:622-105.0
�._ ... pp
.isi* .. Expiration Date:7/18/2018
Eastem Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
I
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 1 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 1 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
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 1 78.5 73.0
108 146.7 111.1 89.9 76.0 66.2 1 59.1 1 54.4 1 53.7 1 49.5
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN 11-1 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 1 200.0 197.0 178.0 1 175.1 157.6
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 1 124.1 103.4 88.6 77.6 70.1 68.9 62.0
108 145.2 108.9 1 87.1 72.6 62.2 54.5 49.2 48.4 43.6
Impact Ratings
i
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
I
i
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
DocumentTrde: Doc No: FRM B1-02
KF,Y p v�
Structural Performance �"" ' �° '
G`ERTIrIC�T/ON6.INC• Certification
�—� Authorization Report
Requhw By: PRO 81-03
CAR&Product ID Number. 622 - 106.0
Issue Date: 2/11/2015
Revision Date: 2/16/2018
Expiration Date:
p 7/18/2021
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Cerfications, 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 authorizaton. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keysionecuft.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 2"x611 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&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 Cumberland, Pennsylvania 17070
11 :50:16 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
I
W W W.KEYSTONECERTS.COM
I
7
I
1 � ,
' r ,
ndix 1
CAR No:622-106.0
C � + Expiration Date:7/18/2018
I
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
200.0 200.0 200.0 00. 200.0
24 200A 200.0 200.0 200.0 2 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 1 140.1 124.2 1 112.6 104.9 103.8 97.0
DESIGN PRESSURE LIMITS FOR MULLION:2 x 6 -TWO-WAY MULLIONS
SPAN'Ll 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 1 180.1 157.6 142.4 1 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8
108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0
Impact Ratings
ASTM E2996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limeklln Rd,Suite 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
2.�THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) �ERAL NOTES: 'W I' I 4 1N2' r'Wl'+'W2'�{
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. I I
C i
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 MULL
INDIVIDUAL UNITSATTACHEDTO MULLIONS MUSTBE IMPAR RATED. �� r SPAN'L'
--4.---ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX 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. �ytt��;; Y`'ERTI`.11�+�
L SPAN
5. 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD E SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN W
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION -T
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TYP.
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN '� �y
NON-HVHZ AREAS.IN HVHZ AREAS,-ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE REP. 9, Y� r
7. MULLION&CUP MATERIAL-ALUMINUM 6005-T5&GOG3-76(AS NOTED)
R. MULLIONS MAY BE USED WITH ANYAPPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL �N1'
r
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 n p 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6IHEDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL IIT" MULL SPAN
MULL
INSTRUCTIONS: SPAN'V
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. r
2. CHOOSE AMULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF r
SHEET REVISION SHEETDESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
I - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. r •W 1'
2 MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PR SURE MEETS OR LEEDS REQUIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10.
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES 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 PRODUCTWILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1'X 3.1/8'(LIGHT)MULLION DESIGN LOAD TABLES
7 1'X 3-1/8'(HEAVY)MULLION DESIGN LOAD TABUS
8 - 1'X 4"MULLION DESIGN LOAD TABLES `35 44 REVISIONS I� easlva anom[cr�aa�evs.Fw
g 2•X 4'MULLION DESIGN LOAD TABLES `�\���5 F.O �''' Eastern u�ar Tnt�
10 2'X 6'MULLION DESIGN LOAD TABLES ��2'`•G �Q o«gyp R �•LI
11 - MULLION ASSEMBLY AND LOAD EXAMPLES 2 78/ � �•�
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
T / u GENERAL AND INSTALLATION NOTES
0 % CO P;• qtr oam_twwwer; t+rcP w:
G�=�C 02 OS 13 TJH
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WE�.yr �a t� trt are oexaprw+ �' 1 OF 11
2.000" I�-
0.250"
�- 1.000" 2.000'
---- - 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"X3-1/9-(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 CUPS QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CUPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
`,%%oES F.ju TERNWI
O%,4REVISIONS ro
'astern 'DO W
�e em ' -_"HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
MME D-. {MMMDBY:
2
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0 0 2.25" ° '1 5 2.25" -T0 0
2.25" 1.715"
2.625" 5" 0 2.25" 0 0 2.25" o
4.625' 5.375"
O 0
-
--- 2.25" —T0.125" 2"
0.125" 2" L � - -- --- ---- ---
0.225" - - - 2"
T—
o o -
2" X 5" X 13/4" L-CLIP z.u" -�
2" X 5" X 21/4" L-CLIP 0.12 z"
2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063 T6
ALUMINUM 6063-T6 T-
2" X 4" X 5 3/8" L-CLIP
10.46'
ALUMINUM 6063-T6
2.50" 0.722'—1 4�
2.25" O 0 2.25' 0 � I0-1
I-T 0.722"� �. 10.46"
l\ o -T
2.25" 2.25" 0 1, 11 .75"
0 2.25' 0 0 2.25" -2.25"
° 2.25 0 0. S:%
0
D.188" T � 0 �.25" 0 �. 5' o
1.25' 2.125" 2.125"
0.188"
T 1015/32"X 21/4" H-CLIP 21/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-TS ALUMINUM 6005-TS ��
1015/32��X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25'
2.2S" 2.25" 2.25"--
0 0 0 0
2.625' �r tp//
,%��,,�cJ F. O���'' REVISIONS i��66rR etia�eaN uit�` F ss.[ua
0 0 0 0 .`��
0.125" �� /:•° ean+ouxrto
0.875" 1 * , * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
b VERTICAL AND HORIZONTAL CONFIGURATIONS
gT
CLIP DETAILS
�� " � ••� wre o"n�ar: r"cruw or:
81/4 X 3 3/8 H-CLIP '-°�''•.. ..... '� �;
i� F •'G� �� 02OS 13 _T1H r�naoxac
ALUMINUM 6063-T6 ��� ' ``� S PA-0003 N.T.S. t�\ aonoce ICWAW -
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INSTALLATION ANCHOR
(SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10) 2]/2"MIN. (SEE NOTES SHEETS 12/2-MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DIST. 6-1D) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR e
MASONRY BY OTHERS
CAULK BETWEEN c d e MULLION CLIP
° a. d <
11/4 MIN. 3/4"MIN. EXTERIOR
CONCRETE/MASONRY&IX ". ° EMBEDMENT EDGE DIST, y P.
WOOD BUCK BY OTHERS
'U'CLIP
-- p _TYP_---- ----
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS '
CAULK BETWEEN a
MULLION CLIP CONCRETE/MASONRY&'2X VERTICAL
TYP. WOOD BUCK BY OTHERS 'o MULLION,TYP. I I
a I I
2XWOOD BUCK _
EXTERIOR i I INTERIOR BY OTHERS INTERIOR MULLION p HORIZONTAL SECTION
I I
MULLION
4 T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDEVIEW
g VERTICAL SECTION IAMB-2X WOOD BUCK
SIDE VIEW-HORIZONTAL
HEAD-CONCRETE/MASONRY I I
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS qI I
6-lOj
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
MULLION EXTERIOR INTERIOR
TYP NOTE MULLION CLIP
� I I DETAILS SHOWN ARE TYPICAL FOR All TYP.
MULLION&CUP ASSEMBLIES.SEE VERTICAL
I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
j MULLION CLIP PRESSURES.
I I TYP.
E HORIZONTAL SECTION
X-MULUON INTERSECT DETAIL
e
+4 c 1 1/4"MIN. SIDE VIEW
.d. EMBEDMENT
PRECASTSILL '° c `\�tl ///�� RwsIONsEOF
¢pp v°reml aeovrec,Nua.ss+nio
BY OTHERS ° J�% F- O iii gf rff c. 4sm•
`��••i�V• O i INSTALLATION ANCHOR(SEE NOTES SHEETS ; 7 }6-10) 21/2'MIN. * * _ L AND HORI OCL PPED INTAL ONFIGURANUM TUBE ITIONS
ONS
EDGE DISTANCE - - � ; � I STALLATION D AllS
VERTICAL SECTION =�o �^ � " °°•4 SILL-CONCRETE/MASONRY ��t<` G�`� ETIH IRK SIDE VIEWVERTICAL •�~• �� N,T.S. wmn°o»
VERTICAL MULLION
U-CUP TO MULLION III
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 1"x 31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS u6 ARcwnrc�mstcus
Eastern
```l�`'•`• .��0'� �....n.�.«n.s.a...o en...n .6Yt W./tSTC6VL
RM'/tlq R 1111]
HVHIZCLIPPED
46ItJ6411l6
TUBE MULLIONS
* •*^ n� VERTICAL AND HORIZOINTALCONFIGURATIONS
MULLIION AND CLIP ASSEMBLY DETAILS
iO QP;' 4i� wt[:wwlm m: eri,eo 6r:
020513 TJH
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f5 OF 11
DESIGN PRESSURE URM FOR MMON:1'x3.1/8'(U 1.000"-ONE-WAYMUWONS MULLION MULLION
SPAN
iRIOUTARYWIDTH'W'IN.
24 30 36 42 48 53.0.0 54 60
2000 200.0 SOD.O 20D.0 200.0 200.0 2000 200.0
200.0 200.0 2000 200.0 2000 200.0 200.0 2000 0.125'
0 200.0 WILD 2000 200.0 200.0 2000 200.0 200.0 3.125"0 200.0 18L0 158.0 143.3 134.3 129.8 1293 127.66 113.7 101.5 873 77.7 7L3 67.2 66.7 63.8 O 769 62.7 533 47.1 42.6 39.7 39.3 369
__ SILL _4L5 _352 30.9 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS--
- - 108- - 47.2 35.7 1 28.9 24.4 1 ZL3 1 19.0 17.5 1 17.2 1 1S.9 --
0375"
DESIGN PRESSURE UMrrs FOR MULUON:Tx3.1/B'UG -7WO-WAY MUWONS 1" X 3-1/8" (LIGHT)MULLION
SPAN . TRIBUEARYVODTH'W'IN. ALUMINUM 6005-TS MULLION
-
(IN.) 18 24 30 36 42 48 53.125 54 60 MULUON
24 200.0 2000 200.0 2000 200.0 200.0 200.0 200.0 2000
36 200.0 200.0 200.0 200.0 19L4 167.S 1SL3 1489 134.0 VA
48 200.0 2000 200.0 1675 143.6 125.6 113.5 11L7 1005
60 20D.0 200.0 1608 130.0 114.9 100.5 90.8 89.3 804
72 157.6 118.2 945 78.8 675 59.1 53.4 52.5 473 TRIBUTARY WIDTH= Wl+W2
10 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 2
96 1 665 1 49.9 1 39.9 33.2 ffi5 24.922.5 222 19.9
108 467 3S.0 28.0 23.3 20.0 17.5 15.8 15.6 1 14.0
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.
4 SEE SHEET 3 FOR
QUALIFIED ANCHOR CLIPS S. ANCHOR EQUIREME SPECINTS CLIP DIMENSIONS.
.WOOD:014 WOOD SCREWS
•CMU:2/4"ITW TAPCONS
•
CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE S)
0 0 ° 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55.
° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
o ° o o BE MEDIUM WEIGHTCONFORMING TOASTM C90.
° •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X 5" X 21/4" L-CLIP MIN.40-ooP�-
2 1/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6005-TS ALUMINUM 6063-TG 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-T5.
**MUST BE USED IN PAIRS
U-CUP FOR USE ONLY IN
MUWON-TO•MULUON
CONNECTIONS \O��,Es F C)����� REVISIONSEasiarl� �"�l-
Wn wl`ftslm�
7 ian�w+oo
NOTE:SEE SHEET 3 FOR SPECIFIC CUP o 0 0 _* �* 1O HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. i VERTICAL AND HORIZONTAL CONFIGURATIONS
10 15 32"X 2 1/4" H-CLIP %�O P;' L GHT MULLION
i ,A•%. = wn:oruxwev: cxavaneom:
ALUMINUM 6063-T6 �i��FSS' "�G�\\\� 02 OS 13 T1H eunoMcox�
�•,_/p„ ``\ auwmow. sum: rercmmnuna
,:/w61•y-rA_161J`�"rL- PA-0003 N.T.S �� .umo.¢Anon xo.am
o�fu KMK n aiao�
srcer: •[r
•r wn � + �' 60F11
MuwoN
DESIGN PRESSURE LIMITS FOR MUWON:1"x3.1/8"HFA •ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH W IN. '� f` 1•�" MULLION
(IN. 18 24t.7.&4
36 42 48 51125 54 60
24 200.0 2000 2010 200.0 20D.0 2000 200.0 2°D.o
36 200.0 2000 2000 2000 200.0 201O 200.0 2000
48 2°00 200.0 200.0 200.0 200.0 200.0 2000 2000 0.125"
60 2010 2010 19L4 176.7 167.5 1612 16L6 259.4
72 2°00 1545 109.1 97.1 88.9 90.0 813 79.7 3.125"
-_ ---_-- 84 126.2 %.1 668 S&9 53.2 49.6 49.1 4&1
96 84.2 63.9 a4.0 395 34.5 3L9 315 29.3 ONE-WAY MULLION DIAGRAMS---- --- - -- _.
109 58.9 44.6 361 30.5 266 1 23.7 1 2L9 I ZLS 1 199
DESIGN PRESSURE UMTS FOR N=ON:1"x 3.1/B"HEA _TWO-WAY MULLIONS 0.625" ,J
SPAN'L' TIB9urARYWIDTHw IN. 1" X 3-1/8" (HEAVY) MULLION
IN.) 18 24 30 36 42 48 53.125 M W MUWON
24 200.0 200.0 200.0 200.0 2010 200.0 200.0 200.0 2°00 ALUMINUM 6005-TS MULLION
36 200.0 200.0 2°0.0 2000 191.4 167.5 151-3 149.9 MIT
48 200.0 ZMD 200° 167.5 143.6 125.6 1215 111.7 1005
60 2000 200.0 1609 130.0 114.9 IDD-5 90.8 99.3 811.4
72 1968 147.6 118.1 9&4 94.4 73.8 667 65.6 S9.1 WI+W2
94 124.0 93.0 74.4 610 53.1 46s 410 41.3 37.2 TRIBUTARY WIDTH= 2
% 83.0 673 49.8 415 35.6 311 Z&1 27.7 24.9
108 59.3 43.7 35.0 29.2 75.0 27.9 19.8 19.4 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
QUALIFIED ANCHOR CLIPS 5. ANCHORREQUIREMEINTS FIC CUP DIMENSIONS.
0 .WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
O •CONCRETE:1/4"ITW TAPCONS
0 6. INSTALLATION SUBSTRATESRILLING5CREWS(GRADES)
13/4" U-CLIP 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.-O.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 CONFORMINGTO ASTM C 90.
0 0 0 0 I •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.
CONNECTIONS UWON Zrr X Srr X 13/4" L-CLIP •METAL ANCHORS SHALL HAVE AMIN.(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 6063.75.
ALUMINUM 6063.76
'*MUST BE USED IN PAIRS
\\\\` $F'.A/ '14 REVISIONS p�r/�
`\\��C��//.-�r. o�����i "Emirst I i! rws,cma.�ru s�wnr
O O O �`.�.•�y l ^ ..."....-.-....-. 23 iW100Mt5T[Av1.
'j'rO = ..�u.,...u..wHo.n.... MUIDO nLm7
NOTE:SEESHEET 3 FORSPECIFICCUP - T$/•- �� �
* - j * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 0 0 -
-0 VERTICAL AND HORIZONTAL CONFIGURATIONS
S p T T to 8"HEAVY ULUON
1015/32" X 13/4" H-CLIP :°, �O°' ?`` °'�__ `"` _
�i tc 02 05 13 TJH
ALUMINUM 6063-T6 A-0003 N.T.S. n\, A��NNo 2M
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All
r'
MULLION
DESIGN PRESSWE UMRS FOR MULLION:1"x 4"-ONE-WAY MUW ONS 1.000" MULLION
SPAN T.' TRIBUTARY WIDTH W(IN.)
M. 18 24 30 1 36 42 48 53.125 54 60
24 200.0 200.0 20110 200.0 200.0 200.0 200.0 20.0 2000
36 810.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 2000 0.250"
48 200.0 8100 200.0 2000 210.0 2000 2000 2000 20D.0
60 2050 2000 200.0 200.0 200.0 2000 ZDD.0 200.0 200.0
72 2000 2000 200.0 1BLS 16L6 147.9 139.7 138.6 1326 4.000"
94 -2000 159.9 LT0.a- -111.2-- -98.0 Bas BLS BL7 76.7 ONE-WAY MULLION DIAGRAMS----- "--- ----
96 140.1 1063 86.3 73.2 60.1 57.4 53.1 515 48.8
108 98.1 74.2 601 SaB 44.3 39.5 36.3 3S.9 33.1
DESIGN PRESSURE LIMITS FOR MMON:P x 4"-TWO-WAY MMONS
SPAN T." TRIBUTARYWIDTHW IN, MULLION
JIM. 0.250' MULLION
24 18 24 30 36 02 0.8 5DD.0 s. 6o 1" x 4" MULLION
z0. zmo 200.0 20.0.0 2m0 zoao zoao zoo.o zoo.o 200.0
36 2000 81D.0 2000 2000 2000 2000 200.0 200.0 1985
48 2000 2000 200.0 200.0 2000 186.1 168.1 165.4 1488 ALUMINUM 6005-T5
GD 200.0 2MM 200.0 MS 170.1 148.8 134.5 13L3 119.1
72 200.0 200.0 196.6 163.8 140.4 1219 11LO IW.2 98.3
84 20 254.7 223.8 103.2 8114 77.4 69.9 68.8 6L9 TRIBUTARY WIDTH= Wl+W2
00.
96 138.2 103.7 829 69.1 59.2 SL8 46.8 46.1 415 2
103 97.1 72.8 5&2 48.5 41.6 3b.4 319 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&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:1114 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL•1/4"SELF-DRILLINGSCREWS(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 C90.
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 o MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5.
0 0 0 0
0 0 0 0
Ir r1 rr ,% F �7/� REVISIONS eN*os"Momeni""�s aTc"9
z x 4 x 3 3/8 L-CLIP 81/4" X 3 3/s" H-CLIP 4,t,
��5y° F°,, Easi�'0'sl .
ALUMINUM 6063-T6 nN n mu
-MUST BE USED IN PAIRS ALUMINUM 6063-T6 HV14ZCLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
"x4"MULLIONOTE:SEE SHEETS FOR SPECIFOTP;'=7u` uie o4A.Ner wvuca".:
TYPES AND DIMENSIONS. i����cS C� ��� aunaoN0513 T1H ixtta4sv�una
PA-0003 N.T.S. rs; �un0x4A7ONNO.A7.x
>m nst sem x"cs: aev:
n•x mr°i�or noN�Ne.x•sr °`' °'`m D°BCpt"OM x[v 8 OF 11
�3
DESIGN PRESSURE UM75 FOR MULLION:Y x 4'-ONE-WAY MRIIUONS MULLION
SPAN'L' TRIBUTARY WIDTH W(IN.) 2.000'
IN. 18 24 30 36 42 48 153.12S 1 54 60 MULLION
24 200.0 200.0 200.0 200.0 2000 200A 200.0 200.0 200.0
36 2100 210.0 2000 200.0 20D.0 200.0 2100 270.0 210.0
48 200.0 210.0 2000 210.0 200.0 2010 270.0 210.0 210.0
60 20.0 200.0 200.0 200.0 2000 200.0 210.0 210.0 20.0 0.250'
72 2000 2000 200.0 20.0 200.0 197.0 MILD iB6.8 180.1
84 200.0X0.0 195.1 166.4 146.6 1325 123.5 172.2 114.8
95 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 1 73.0 4'0010-
----- - ----------208 146,7 211.1 -89.9 76.0 66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS --
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-7WO-WAY MUW ONS
SPAN T TRIBUTARY WIDTH W IN.
IN. 18 24 30 36 42 48 153.1251 54 60 MULLION
24 2000 X700 2000 2000 2000 2000 2000 2x10 200.0 0.250" MULLION
36 200.0 200.0 2000 2000 2100 2000 2000 200.0 200.0 2"X 4"MULLION
48 2000 200.0 200.0 7MO 200.0 197.0 178.0 175.1 157.6
60 20A0 200.0 200.0 X10.0 180.1 257.6 1424 1401 126.1 ALUMINUM 6005-TS
72 2000 200.0 200.0 175.1 IMA 131.3 118.7 116.7 105.1
84 2010 2000 180.1 1501 128.7 1126 IOL7 100.1 901
96 200.0 155.1 124.1 103.4 88.6 77.6 701 68.9 620 W 1+W2
108 145.2 108.9 87.1 726 62.2 54.5 49.2' 48.4 43.6 TRIBUTARY WIDTH= 2 I - -
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
CMU:114" TAPOONS QLIFIED ANCHOR CLIPS •CONCRETE:14
UA "ITWTAPCONS
•METAU 214"SELF-DRILLING SCREWS(GRADE S)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
O 0 0 o BE MEOIUM 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.1/9"THICK ALUMINUM 6063-TS.
0 0 0 0
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063.76 ``�S��es`•1y07j72i�� REVISIONS �� E,I @�pr/� F' �o r1Oi4
MUST BE USED IN PAIRS �-�� ,� ii 4�� !!//ee 11IIii
Z- /•.O
z-1 _ MRJ01.]190
HVHZ CUPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP 2"x 4" ULLION
TYPESAND DIMENSIONS. �O 9( P;' ��� wmuww•c vwE"]uonr:
nF '• . G� �� 02OS 13 TJH eUaawc 4.4as me
�i s �I.. 4tJ �� wuww4w enae \ MttcE siuicor
" PA-0003 N.T.S. r �unmiwral+Mo.]700
4wu sww er w.r oe�mw �, -'; aev:
�,Q 90F11
-�1
2•ODO MULLION
DESIGN PRESSURE LIMITS FOR MUW ON:Y a 6"-ONE-WAY MUMONS
SPAN T.' TR18UTA RY WIDTH W(IN.) MULLION
IN. IB 24 30 36 42 1 48 153.125 54 60
24 2000 2000 2000 2000 200.0 200.0 2000 2000 200.0
36 200.0 2000 2000 2000 2000 200.0 2000 2000 2000 0.250"
48 200.0 200.0 200.0 2000 200.0 2000 2000 2000 2000
60 200.0 Z000 2000 2000 200.0 20.10 2110.0 200.0 20.0 I I
72 200.0 2200 200 200.0 200.0 197.0 188.0 18&8 1Ml
M 200.0200 2200 191.0 1715 157.6 148.7 147.5 140.1
- --------- % 20.0 20.0 1868 16L6 144.1 1313 123.0 121E 124.6 - ONE-WAY MULLION DIAGRAMS ---
108 200 1 197.0 1627 1401 124.2 1116 104.9 103.8 1 97.0 6.000^ -
DESIGN PRESSURE UMIIS FOR MUWCN:Y x 6"-TWO-WAY MULLIONS -T MULLION
R36
TRIBUTARYWIDTHW(IN.) MULLION
18 24 30 36 42 48 S3.12S 54 60
200.0 2000 2000 200.0 2000 2000 2000 200.0 20.0
2000 2000 200.0 2000 200.0 2000 2=0 2000 200.20.0 2000 200 2MO 200.0 197.0 1700 175.1 157.6
200.0 200 2000 200 180.1 157.6 1424 1401 126.1
2000 200 200.0 175.1 150.1 1713 118.7 116.7 105.10.2000 20.0 IWA 150.1 17&7 112.6 1017 1Ml 901
20.0 197.0 157.6 131.3 11-6 9&5 89.0 87.6 78.8 2" X 6"MULLION 2000 175.1 1401 116.7 1001 87.6 79.1 77.8 700 ALUMINUM 6005-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&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•
CMU:1/4"TTW TAPCONS
0 0 0 O -CONCRETE:1/4"TTW 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 �9�aw8
F AenstoNs p .oma 0.r
ALUMINUM 6063-T6 ������5LEasrer`�
6Nl DOM6MAK.
-MUST BE USED IN PAIRS r: _:Y'"S: ::Ee �: mea m nl
7$- HVHZ CUPPED ALUMINUM TUBE MULLIONS
p VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP Z 2" 6"MULLION
TYPES AND DIMENSIONS. �r '• P;' 7ti °"E°"""0.e ""�
���FS,•••.........
••.. GZ`� 02 OS 13 TJH aimow4oR4rs.arc.
A-0003 5GAIN.T.S. aun'o'�wr rm mia
3"Em 33a
rR °o•u n'�a�•a a-ne B'' O1n °Ex'm"°" "f" 010 OF 11 '
II�/J>IIII'���//�1J1111r�`/J,11 %i�
��/lIommor it/%/��i
------ --------.
%i;
=-----------------
�� r iii%ir�iiii%ii%iii%�
/ /ply /il/� Ill//0
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1//il// Ill// III//
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isms
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%llll ''� •'�Ililj /illj
1
-
-
.•• • r . . • := CUPPED: ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
• •••r .. • ..• MULLION• � r LOAD
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,Fl.33004
A Perfect Solution in Every Dropl 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
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-TS&6063-T6
Prepared for:
Eastern Architectural Systems
3.6343 Domestic Ave.
Ft IViyers, F1. 33932 �<<eii�ri'i
Prepared by:
' F-p
o
Hermes F. Norero, P.E. •!
7 r
Florida Professional Engineer#73778
Date:02/06/18 T Tir
0
Contents:
Evaluation Report Pages 1—4 'i'S'/ At.
Digitally signed by Hermes F.Norero,P.E. Hermes ?o, P.E.
Reason:I am approving this document Florida No. 7377,8
Date:2018.02.14 15:47:48.05'00'
i
i
I
4�
BUILDING DROPS
FL#: FL17472
Date: 02/06/18
A Perfect Solution In Every Dropl
Report No: 5505
Certificate of Authorization:79578
i
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method la
Product Name: HVHZ dipped 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'I
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 61 Edition(2017)Florida
Building Code,includin 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 6'h 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`h 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
i
BUILDING DROPS FL#: FL17472
Date: 02/06/18
A Perfect Solution In Every Dropi Report No: 5505
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 M CER1523).
i
Referenced Code Sections:
1. 1709.8 of the 6"'Edition(2017)FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization M TST1577)
Report ti:CTLA 301OW-4 Report Date:07/18/14
Report M CTLA 3010W-4A Report Date:07/18/14
Report M CTLA 301OW-5 Report Date:07/18/14
Report M CTLA 301OW-5A Report Date:07/18/14
Report M CTLA 301OW-6 Report Date:07/18/14
Report M CTLA 3010W-6A Report Date:07/18/14
Report ii:CTLA 301OW-7 Report Date:07/18/14
Report ii:CTLA 3010W-7A Report Date:07/18/14 j
Report M CTLA 301OW-8 Report Date:07/18/14
Report M CTLA 301OW-8A Report Date:07/18/14
Report M CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3030W-9A Report Date:07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel,PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization M CER1523)
i
I
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18
- Certificate of Authorization:29578 Report No: 5505
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.
I
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Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 14
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