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• FL# FLl •r7-R1
Application Type Revision
Code Version 2014
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 J
Product ManufacturerEaster rfti aura ys ems
Address/Phone/Email 15341 DorreStl Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy]. 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 Wi ws
Subcategory ulJions
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
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
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 R1 C CAC 622-104CAR.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size, angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28.Ddf
pressure rating Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 2015-02-28.pdf
Created by Independent Third Party: Yes
17472.2 ,HYlI 'lipped A'lui iintlm ubeHVHZ Clipped Alu inum be Mullion Vertical, Horizontal,T
Mullion and X Configurations
Limits of U3 TERM on Agency Certificate
Approved for use in HVHZ:Yes dF 7�472"RS C CAC 622r.10j AR:Ddf
Approved for use outside HVHZ:Yes FL17472 R1 C CAC 622-102CA'R pd
Impact Resistant:Yes _T —F�17472Ra1CaIC�AC622�103CAR.Pdf
Design Pressure: N/A _� ,tiwat o+ ��FL17472R1�C'aCAC 622-SOSCAR.p f
Other: See drawing sset.f ,ullionfslzd,configuration and FL17472 R1 C CAC 622-106CAR.pdf
design pressure-ra�Ying- Quality Assurance Contract Expiration Date
07/18/2018
PInstallation Instructions
- FL17A72RII�P4000 FiVHZ:SS 2015-02-28.pdf
Verified By: Hermes F No'�reiio E473778
Created by Independent Third Party" YeS
Evaluation Reports �I
FL17472 R1 AE PER3285 HVHZ 5 2015-02-28.pdf
Created by Independlen,-t0fid'Party: Yes
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sccuritvst r:mics•
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1 Of: 1
"YS'TONg! Certification
C6RTI�PICATION/B.I NCx
1� Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 101.0
Issue Date: 1/16/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model Name: 1"x3-1/8" Light Alum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Configuration: 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: 7/18/2018
Authorized Signature: Keystone Certifications, Inc.
564 Old York Road, Suite 5
Digitally signed by Steven M.Urich Etters, Pennsylvania 17319
p1 qer cn=Steven M.Urich,o=Keystone
CertiFlcations,lnc.,ou, Phone: 717-932-8500
email=surich@keystonecerts.com,c=US Fax: 717-932-8501
Date:2015.04.01 10:53:43-04'00'
W W W.KEYSTONECERTS.COM
Appendix n d i x 1 CAR No:622-101.0
yCERTIRICATtON6.INC. p p Expiration Date:7/18/2018
Ste{
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
1"x3-1/8" Light Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 3-1/8" (LIGHT)-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 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
60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 41.5 35.2 30.8 27.6 25.6 25.2 23.5
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 3-1/8" (LIGHT) -TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9
108 46.7 35.0 1 28.0 23.3 20.0 17.5 15.8 1 15.6 14.0
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319
Phone:717.932.8500
www.keystonecerts.com
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1 Of: 1
,kF-YSTONtl Certification
CQitTIRIC/�TIONS. NC.g
lll����ff Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 102.0
Issue Date: 1/16/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model Name: 1"x3-1/8" Heavy Alum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Configuration: No Reinforcement
Max. Width: See Table
Max. Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-6A/7A
Test Report Expiration: 7/18/2018
Authorized Signature_ : Keystone Certifications, Inc.
564 Old York Road, Suite 5
Digitally signed by Steven M.Urich Etters, Pennsylvania 17319
4 L n, / DN:cn=Steven M.Urich,o=Keystone
Certifications,Inc.,ou, Phone: 717-932-8500
email=surich@keystonecerts.com,c=US Fax: 717-932-8501
Date:2015.04.01 10:59:24-04'00'
W W W.KEYSTONECERTS.COM
KEYS?ONCAR No:622-102.0
CERTI\FICATION/6.INCA: Appendix 1 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 V TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3
108 58.9 44.6 36.1 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 V TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 1 25.0 1 21.9 19.8 19.4 17.5
Impact Ratings
ASTM E1996-Wind Zone 4, Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319
Phone;717.932.8500
www.keystonecerts.com
Document Title: Doc No: FRM B1-02
r� Structural Performance Rev No: 7 Page: 1 of. 1
K�YSATI OTOIti[ Certification
CEiQTIPICNB.1 NG.
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model Name.___ ___1"x4 Alul� nu ,Mull on, '4' ; ,
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Configuration: No Reinforcement
Max. Width: See Table
Max. Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2018
Authorized Signature: Keystone Certifications, Inc.
Digitally signed by Steven M.Urich 564 Old York Road, Suite 5
DN:cn=Steven M.Urich,o=Keystone Etters, Pennsylvania 17319
Certifications,Inc.,ou, Phone: 717-932-8500
email=surich@keystonecerts.com,
-c--US' Fax: 717-932-8501
Date:2015.04.01 11:02:39-04'00'
W WAV.KEYSTONECERTS.COM
KAY ONc, Appendix 1 CAR No:622-103.0
C6RTIFICATON6.INC. Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
ff-
1"x4"Aluminum-Mullion,H --iz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" -ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 1 86.3 1 73.2 1 64.1 57.4 1 53.1 1 52.5 48.8
108 98.1 1 74.2 1 60.1 1 50.8 1 44.3 1 39.5 1 36.3 1 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4" -TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 72.8 1 58.2 1 48.5 41.6 36.4 1 32.9 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4, Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319
Phone:717.932.8500
www.keystonecerts.com
Docunent Title: Doc No: FRM 131-02
V— �� 7 Structural Performance Rev No: Pace: 1 Of:1 1
ikEYSTONk, Certification
CCIxrIPICATON9.INC.
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 105.0
Issue Date: 2/11/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 2°x4"Aluminum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2018
Authorized Signature:
Digitally signed by Steven M.Urich Keystone Certifications, Inc.
DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
:,Certifications,Inc.,OU, Etters, Pennsylvania 17319
email=surich@keystonecerts.com,
c=us Phone: 717-932-8500
r'
Date:2015.04.01 11:06:34-04'00' Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
K YSTOiti[ ', Appendix 1 CAR No:622-105.0
cERr"'�"''o^'B•'^'�• Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
2"x4" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 2"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 1 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 1 129.1 109.5 95.9 85.9 79.5 78.5 73.0
108 146.7 111.1 1 89.9 1 76.0 1 66.2 1 59.1 1 54.4 1 53.7 49.5
DESIGN PRESSURE LIMITS FOR MULLION: 2"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 1 24 30 36 42 1 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0
108 145.2 108.9 87.1 72.6 62.2 54.5 1 49.2 1 48.4 1 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. 564 Old York Road,Suite 5 Etters, PA 17319
Phone:717.932.8500
www.keystonecerts.com
Doument Title: Doc No: FRM 131.02
-7 Structural Performance Rev No: 7 Page: 1 of: 1
KEYSTONkl Certification
CERTIF,CATIONB.INC.
U
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 106.0
Issue Date: 2/11/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone. Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 2"x6"Aluminum Mullion HN/T/X
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2018
Authorized Signature:
Digitally signed by Steven M.Urich Keystone Certifications, Inc.
DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
Certifications,Inc.,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com, Phone: 717-932-8500
c=US'
Date:2015.04.01 11:26:48-04'00' Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
11'EY ONS'! Appendix 1 CAR No:622-106.0
{CHRTIFCATIONB.INC.¢ Expiration Date:7/18/2018
5�am.v�mm�w3
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
2"x6" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 2"x 6"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0
DESIGN PRESSURE LIMITS FOR MULLION: 2"x 6"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8
108 1 200.0 175.1 1 140.1 116.7 1 100.1 1 87.6 79.1 1 77.8 70.0
Impact Ratings
ASTM E1996-Wind Zone 4, Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters, PA 17319
Phone:717.932.8500
www.keystonecerts.com
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TU NZONS
GENERAL NOTES: �'Wl' 4 WZ r'WI'—r'W2'1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION I/
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FORTHIS PRODUCT IN WIND BORNE DEBRIS REGIONS. MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. �\\ / / SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE NCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP %/ % / /
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF /
INSTALLATION. V 1 TICAL SPAN
S. 1X AND 2X BUC KS(WH E N US ED)SHALL BE DESIG N ED AN D ANC HORED TO PROP ERLY TRANS FE R ALL LOADS TO VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF R CORD 4 SPAN'L' MULSPAN LL'
FOR THE PROJ ECT OF INSTALLATION.
MULLION
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS F RA TYP
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED EREIN, 'W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DO,'- MENT IN
NON-HVHZAREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADI.P RA. /
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. / Wl
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,M ION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&5TH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY CO TYP 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'r
1. ETERMINE REQ-MI IMDESIG� RE FD PENI G. /
2. CHOOS AMULUOUMAAT-PP-ROPERLY'FITS HE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: /
• ASS EM BLIES CONSISTING OF STACKED OR SI DE-BY-SIDE UN ITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. /
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
] - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / Wl'
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. /
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP A55EMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - V X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - V X 4"MULLION DESIGN LOAD TABLES `IIII111111REVISIONS EABTERN aacRrtEcruRAL srsrENs
9 - 2"X 4"MULLION DESIGN LOAD TABLES F. /// : Eastern eAsiE NMseuSr y
30 - 2°X 6"MULLION DESIGN LOAD TABLES �`�lv�••;•• ;�.P'�� „ r�o" oo.-_-eeoa RF�.MT- m
K �
MULLION ASSEMBLY AND LOAD EXAMPLES �'•• Z ' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* = VERTICAL AND HORIZONTAL CONFIGURATIONS
v T T r =
GENERAL AND INSTALLATION NOTES
DAM'ORAWNft. PREPAREDew.
Digitally signed by Hermes F.Norero,P.E. : o� [ oP. �� oz 05/13 TJH
Reason:I am approving this document /,`�pQ �'Nq�Rpa�'���`� DRAMONQ 5� FBDVEING DROPS.CERTMCATEOF
Jlpd��7��3J p(11�YiB % PA-0003 N.T.S. ® AUTHOWATION NO.29578
Date:2015.02.28 12:45:10-05100' FSE DAN ABFACR BLVD Z BY I ESCRIPTION REV 5 t GF 11 REV:
-+{ 2.000"
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"
-1 d j j
0.375" 0.625" 50" 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET s`FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS Q0ALIFYEO CLIeS QUALIFIED CLIPS QUALIFIED CLIPS
�"mo
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
```���Illllllff�ff'' REVISIONS ���� TE�MomsioNOF SYSiEM9
ES F. o Eastern E 91Ew NETA 3Y y
�`/•C_�• ��,''� • �A��oM w..on A o o'oovo FORTMYEitS.FL°wDA 33913
7 = n u HVHZ CLIPPED ALUMINUM TUBE MULLIONS
- * = VERTICAL AND HORIZONTAL CONFIGURATIONS
fl T T r = MULLION CROSS SECTIONS
S : <[/� onTe oruwN°v: vNErnNEo ev:
OT 2��:
. . . G� � DRAW NG NOS 3 P]�j
TJH HORIIZATIONBUMDING NO.2939ePA-03 ® AUTHORIIATIONN0.29578
FBPE CEU..a NQ 29578
�4R� �4..�
�511� �5 �
0 0 2.25" p 2.25" o
�-o 0
l< 2.25" 1.75"
2.625" 3.375" 0 2.25" ° 0 225" 0
4.625" 5.375"
0 0
10.12 2"
0.125" 2"
0.125" 2' t—O 0
}T T—X 5" X 2 1/4" L-CLIP o.l2" X 5" X 13/4" L-CLIP 2.z5"
2" z�5
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 "
-1 z
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"- I�
2.25" 0 0 2.25" � � 0-1
� 0.722"--1 f —. 10.46"
C/\ .(\ o
2.25' 2.25' 0 1.75"
p 2.25" p ° 2.25" 2.335" 2 25"
°
0.188" o .25' o .25" 0
1.25" 2.125" 2.125"
0.188"
T -T10 15/32" X 2 1/4" H-CLIP
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 ��
1015/32�� X 13/4 H-CLIP
ALUMINUM 6063-T6
8.25"
2.25"—t2.25" 2.25"—
0 0 0 0
2.625"
``llllllll/!/��' REVISIONS EASTERNARCHRECTURALSYSTEMS
�- Eastern ADN�DNDF
0 0 0 0 �SES F. O ��� EA9TERN METAL SYPPLY
.. un+.Hu o ooY� I0 BAVARIAROAD
0.125"
I ♦ (4: .A i FORT MYERS,FLORIDA 33913
1y �Z: • • :/O y ..
j 7 = n HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" _L * * _ VERTICAL AND HORIZONTAL CONFIGURATIONS
zr_ CLIP DETAILS
11 11 ';. T T ' 1(f DATE:DRAWN BY: PREPARED BY:
81/4 X 3 3/8 H-CLIP ?o� 02/05/13 r�H
' DMWINONO: SCALE Y~ BVILDIN6 DRDP5,INC.
ALUMINUM 6063-T6 �� OF
r'AtiRE C� O PA-0003 N.T.S. �� FDPE CERTIFICATE OF
` AUTHORRATION NO.29578
398 EASEARN'fkN9��1[F�cEx ��o aeB7e By DATE DescRIPnDN �' BH3 OF 11 '
INSTALLATION INSTALLATION INSTALLATION
ANCHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS b-10) EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP.
CONCRETE OR e
MASONRY BY OTHERS ° c• °'•
CAULK BETWEEN ° a a. ° 11/4"MIN. 3/4"MIN. v v EXTERIOR MULLION CLIP
CONCRETE/MASONRY G 1X G a .° EMBEDMENT EDGE DIST. o TYP.
WOOD BUCK BY OTHERS
U'CLIP
c TYP.
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN ° I I
MULLION CLIP CONCRETE/MASONRY d 2X VERTICAL
TYP. WOOD BUCK BY OTHERS v MULLION,TYP. I I
I I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERSa. MULLION
INTERIOR TYP. HORIZONTAL SECTION
I
MULLION TYP 4 T-MULLION INTERSECT DETAIL
HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4 JAMB-ZX WOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
MULLIONNOTE
EXTERIOR INTERIOR
TYP DETAILS SHOWN ARE TYPICAL FOR ® ® MULLION CLIP
ALL MULLION A CLIP ASSEMBLIES. VERTICAL
I I SEE SHEETS 6-10 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, MULLION,TYP.
I I MULLION CLIP AND DESIGN PRESSURES.
I I TYP.
HORIZONTAL SECTION
A" :n °. X-MULLION INTERSECT DETAIL
a
dl ° ° SIDE VIEW
11/4"MIN.
d, ° EMBEDMENT
PRECAST SILL e ° %IUIIJJJJ REVISIONS _ EASTERNARCHRECURALSYSTEM
BY OTHERS �����$F. O'ZZ��i� . EABTERNMSEOALSY—Y
pI Eastern _
� � ' F J A��eM'w,uo..a�o o�owa BURT MYERS,FLORIDA3]91S
INSTALLATION r x.`
ANCHOR(SEE NOTES 2 1/2"MIN. 7 ?�_ ~ TRS HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEETS 6-10) EDGE DISTANCE _`* . ;* _ VERTICAL AND HORIZONTAL CONFIGURATIONS
VERTICAL SECTION T T INSTALLATION DETAILS
DATE DRAWN BY: PPEPMED BY:
02 O5 13 TJH
4 SILL-CONCRETE MASONRY Z CERTIFICATE INC.
CONCRETE/
�I E4 C.NDIQJ20 �y �� DRAWING NO: SCALE: AUTFOPE HORIZATION NO.29578
SIDE VIEW-VERTICAL 798,,D 'L PA-0003 1 1 N.T.S.
FUM DDa � a 2BSTe L.A� DescwvnoN REY SH4 OF 1 1 REv
VERTICAL MULLION
U—CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H—CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H—CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH V x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
f l fo,f ' REVISIONS ��� EASTeA.to GF RYsreMs
Eastern
n o.V.NYL 19D30 BAVARIA ROAD
\\\\��� • �/Q',�I v*e•� _ _ _ _ FORT MYERB,FLORIDA 33913
•�• • •O 999-03b9261
7 n E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
v • T T r = MULLIION AND CLIP ASSEMBLY DETAILS
DATE:DRAYM BY: PREPARED BY:
.c� ............ _ 02 OS 13 TJH
�I G\ \\ DRAWINGNO: SCALE f AA BUILDING DROPS,INC.
���\ PA-0003 N.T.S. w1R AUTHOR
ICZATTIIONANO.O.29576
798 338
FBPE CER-OF AU N0.2078 BY DATE OESORIP110N REV S S OF 1 1 •
�I F�
DESIGN PRESSURE LIMITS FOR MULLION: x 3-1/8"(LIGHT)-ONE-WAY MULLIONS 1.000"ONS I I MULLION MULLION
SP N.) TRIBUTARY WIDTH'W(I48 I
(IN.) 18 48
24 30 36 42 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 -200.0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 1810 158.0 143.3 134.3 179.8 129.3 127.6 {- -11-
72 1616 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9
96 67.4 511 415 351 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE WITS FOR MULLION:1"x3-1/9' LIG -TWO-WAY MUWONS 1" X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUTARYWIDTH'w IN. ALUMINUM 6005-T5 MULLION
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 LE=Q]
36 200.0 200.0 200.0 '200.0 1914 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 1117 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 .89.3 80.4 W1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH=
84 99.2 74.4 59.5 49.6 42-5 37.2 33.6 33.1 29.8
96 66.5 49.9 39.9 33.2 285 24.9 22.5 22.2 19.9 I II
108 46.7 35.0 280 23.3 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 •CONCRETE:1/4"ITW TAPCONS
° •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
° •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"$EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.G.=0.55.
o ° 0 ° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"d EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
2" X 5" X 2 1/4" L-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/4" U-CLIP
ALUMINUM 6063-T6 MIN.4000 PSI.
ALUMINUM 6005-Tb **MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T3.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS ``��� L I I �7A7j REVISIONS �P EASTERN ARORREc uRAL sysTEL s
` Eastern AOM810N OF
0 0 0 `�� SES F• Q ��i ■ EASTERN 11lErAL svcFLT
/,_• tOatOBAVMI O
oo�"e n..-000-n FORT LITERSFL
,FLORIRI
DA 3]91]
-.K-i%''
w�..
n 800432-12M
NOTE:SEE SHEET FOR SPECIFIC o 0 0 _ 7 ' E HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS. * 3 * VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/32" X 2 1/4" H-CLIP = T T 1" x 3 1/8" LI HT MULLION
ALUMINUM 6063-T6 ���A p.' OATS DRATm er. RRErARED aw.
c.n_ �G� `� oaA-ON05 13 3�TJH , FIDPECE DROPS,
!'n�jb�TDW/�Bs°yj�ie PA-0003 N.T.S. AUTHORuwnONNO.Z9sre
39E EA9TANA t Ml53DM er OATS DESCRIPTION REV sHEEf: REy:
FSE CERT.OF A OR1 WN Na 29578 6 OF 11
DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8"(HEAVY)-ONE-WAY MULLIONS MULLION
SPAN'L' TRI BUTARY WIDTH'W'(I N.) 1.000" MULLION
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 -200.0 200.0 200.0 200.0 0.125"
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72. 200.0 154.5 126.8 109.1 97.1 88.9 - 84.0 83.3 79.7 3.125" I ^ II o
-84 126.2 96.1 76.4. 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 . 639 51.8 44.0 38.5 34.5 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS
108 58.9 44.6 . 36.1 30.5 26.6 23.7 - 21.8 21.5 '19.9
DESIGN PRESSURE UMITS FOR MULLION:Y"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS 0.625"
SPANT TRIBUTARY WIDTH"W' IN. 111 X 3-1/811 (HEAVY) MULLION--�
(IN.) 18 24 30 36 42 48 53.125 54 00 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T5 MULLION
36 200.0 200.0 200.0 200.0 19L4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0- 200.0 160.8 134.0 114.9 100.5 90-8 89.3 80.4
72- 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH- 2
96 83.0 62.3 49.8 41.5 35.6 3,1 28.1 27.7 24.9
108 583 43.7 3E. 29.2 25.0 21.9 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,&CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
0 5. ANCHOR REQUIREMENTS:
o •WOOD;#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"5ELF-DRILLING SCREWS(GRADE 5)
13/411 U-CLIPo 0 6. INSTALLATION SUBSTRATES:
ALUMINUM 6005-T5 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"A EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 o 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90-
U-CLIP FOR USE ONLY IN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MULLION-TO-MULLION 211 X 511 X 13/4" L-CLIP MIN.4000 PSI.
CONNECTIONS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
""MUST BE USED IN PAIRS
`\1111111/I/// REVISIONS _ _ FAS-RIARCHDECRIHAL61-S
�`` // '• Eastern AONISION OF
ES F. O /// (I EAST ADWISIALSYPPLY
O O O \\\\���•••• ���''�� 4 Amu w�INuw�Awo Vlwvl_ 10030 BAVARNROAD
` •. •• •• 0 •d'nn.v.w...vawv....v ovowa 800432-2XkS,FLORIDA 33813
NOTE:SEE SHEET FOR SPECIFIC 7 = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CLIP TYPES AND DIMENSIONS. 0 0 0 `* . ;* _ VERTICAL AND HORIZONTAL CONFIGURATIONS
a T T r = 1" x 3 1/8" HEAVY MULLION
11 /1 i M '• • �I \ - DATE:DRAWN DY: PREPARED BY:
1015/32 X 13/4 H-CLIP . . c e:��.41 oz os 13 TJH
ALUMINUM 6063-T6 •55..N G�\\� DRAWING NO: SCA E POPE DcERTIFIinreo
/R1pUSK RJ91 \�` PA-0003 N.T.S. ® AUTHORIZATION NO.29578
398 EAST�Rfli 9EAC SY
Rte:
PT3PE CQ2T.ADCC [(AUTON N0.29578 I OATS DESCRIPf10N REV SR 7'OF 11
MULLION
DESIGN PRESSURE UMITS FOR MULLION:1"x4"-ONE-WAY MULLIONS 1.000"
MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.)_
_.(IN.) 18 24 30 36 42 48 53.1251 54 60
24 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ^ I I q I
72 .200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000"
84 200.0 159.9 130.4 111.2' 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 ONE-WAY MULLION DIAGRAMS
108 98.1 14.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE UMITS.FOR MUWON:1"x4"-TWO-WAY MULLIONS I •�
SPANT TRIBUTARY WIDTH'W(IN.) MULLION
(IN. 18 24 30 36 42 48 53.125 54 60 0'25 _ MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1`° X 4" MULLION A
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 -""'>";�ALUMll M'60005aT5 -
48 200.0 200.0 200.0 200.0 200.0 186.1 -168.1 165.4 148.8 - ,�._'-, -
60 200.0 200.0 -200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= Wl-W2
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 4L5 2 -�I -
108 97.1 72.8 58.2 48.5 41.6 36.4
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS G 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.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 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 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 O o o •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5.
0 0 0 o
tt 11 tt O O O O ``,``,S.
rtrr'i���i REVISIONS _spa eAs*ERN AOMIOc`uRA�m,m+s
2 X 4 X 3 3/8 L-CLIP g 1/4" X 3 3/8" H-CLIP �sE o Eastern EA9TERNNETALBYPP�r
ALUMINUM 6063-T6 ALUMINUM 6063-T6 `�/e F'RieAMyi �"FLoM=13
""MUST BE USED IN PAIRS r �0 x-..` B9aa32-aoa
7 = T HVHZ CLIPPED ALUMINUM TUBE MULLIONS
e k = VERTICAL AND HORIZONTAL CONFIGURATIONS
D: 1" x 4" MULLION
NOTE:SEE SHEET FOR SPECIFIC r � ` DATE:Ow.wn sr: ERevAREO er.
�t� '•
11
CLIP TYPES AND DIMENSIONS. ' _4 02/05 13 TJH
�i cc ..............�j� �� RA9ANa xo swE BUILDINBDRO 'lw.
O
FBPE CERTIF2CATE OF
ase �s3e PA-0003 N.T.S. �� AU THORRAnONN0.29578
s"
FBPEa 28s78 ar DATE DEBCRIPnON REv 8 O 11 REv-
DESIGN PRESSURE LIMITS FOR MULLION:2'x4"-ONE-WAY MULLIONS MULLION
SPAN'L' - TRIBUTARY WIDTH'W(IN.)
(IN. 1S 24 30 36 42. 48 53.125 54 60 2 0� I~ MULLION
24 200.0 200.0 200.0 200.0 -200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0- 200.0 200.0 200.0- 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.6 200.0 0.250"
72 -200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000"
108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN T TRIBUTARY WIDTH'W'(IN.
(IN.) 18 24 30 36 42 48 53.125 1 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" MULLION
36 200.0 200.0 200.0 200.0 200.0 -200.0200.0 200.0 200.0 2" X 4"MULLION
48 200.0 -200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126,1 ALUMINUM 6005-T5
72 200.0 200.0 -200.0 175.1 750.1 131.3 118.7 116.7 105.1
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 W1,W2
108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 I n I I v I
TWO-WAY MULLION DIIA-GR-IAI-MS-I
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 I5 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
QUALIFIED ANCHOR CLIPS •WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G:0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO A5TM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
2" X 4" X 3 3/8" L-CLIP
ALUMINUM 6063-T6 `��� �i�� REVISIONS ��►� EASTER" ADMSIONOF 3
**MUST BE USED IN PAIRS `�J��rGS F. 0 � Eastern EA9TERNMETAL9YPPLT
"ROAD
ROAD
FORT RS,FLORIDA 33913
• -O
7 TDE HVHZ CLIPPED ALUMINUM TUBE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC -* ' * = VERTICAL AND HORIZONTAL CONFIGURATIONS
v . T T i G = 2" x 4" MULLION
CLIP TYPES AND DIMENSIONS. A =• DATE:DRAWN BY: PREPARED BY:
OT•., ( P;'�<U`� LMW
5 13 TJH
\ BumbulG DROPS,INC.
G`�\ SCALE FBPE CERTIFICATE OF
393 EA51"QpyA •••• ,333 003 N.T.S. ,I'Q AUTHORRATION N0.295]8
FBPE cFRDa oN Na 295Ta By ogre DEscRiRnoN 11 REv.
DESIGN PRESSURE LIMITS FOR MULLION:2"z 6"-ON E-WAY MULLIONS 2.000" MULLION
SPAN'L' TR13UTARYWIDTH'W(IN.) MULLION
(IN.) is 24 30 36 42 48 53.125 54 . 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I II I-
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 I-•,-II-o-I
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
% 200.0 200.0 186.8 161.6 144.1 13L3 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 124.2 1 112.6 1 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MUWON:2"x 6"-TWO-WAY MULLIONS MULLION
SPANT' TRIBUTARYWIDTH'lM IN.) MULLION
(IN.) 18 24 30 36 42 48 153.1251 54 60 LN
24 200.0 200.0 20D.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 2000 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 - 200.0 200.0 -180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 0.250"
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 I_n_II v I
% 200.0 197.0 L57.6 13L3 112.6 98.5 89.0 87.6 78.8 2" X 6"MULLION
108 200.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 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 S CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
o o 0 o •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"G EDGE DISTANCE OF P.WOOD SHALL BE MIN.5.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 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"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5.
o 0 0 0
2" X 4" X 5 3/8" L-CLIP REVISIONS EASTERN AAM SIONOF SYO EM9
Eastern AD'R DP
ALUMINUM 6063-T6 F � ��i' romy EA.sTERN METu srvP�Y
A LUMINo....ovunuRw \ IMUST BE USED IN PAIRS \ !p .P � ,„a „•O -rev 000.132 TN1
7 - = Tr HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC = fl -_ T T G 2" x 6" MULLION
CLIP TYPES AND DIMENSIONS. ��O '.• ( pP;' <4� DATE Duvet er. PREPARED OY
a _ 02/05 13 TJH
SCALE FBPE UILDCER'DECATE OF
WItJC.
380 AN/LCNyB NDA' % PA-0003 N.T.S. ®� AUTHORIZATION NO.2957e
FTiPEOi'AU�Af95T8 BY DATE DESCRIPTION REV 01 0 OF 11 R
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL
MULL
SPAN'L'
'WI' � 'W2' � � SPAN'L'
MULL T
SPAN'L'
1 'Wl'
W l'
'
MULL
W2'
SPAN'L' 'W2'
'W2' FA FA FA
/
HORIZONTAL MULLION HORIZONTAL MULLION /
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wl' 'W2'
_ MULL MULL
SPAN'LSPAN'L'
1Wl.�
i
MULL
SPAN'L'
'W2' 'W2'
Z-7 L L
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/5IDELITE
\\\``n,,S111FF1REVISIONS Eastern STERN ARCHDIVIITECTURAL SYSTEMS
G�S F. O/,''�i�' .- EAST RNEfANL S�YPPLY
NOTES: \\\ Q\\ CC iii I-ROAD
ROAD
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT `. !v • .Q FORT MYERB,FLOR DA 3]9I]
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM TH05E SHOWN. \ 7 _ nom` TVHVHZ CLIPPED ALUMINUM TUBE MULLIONS
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY =* : "� _ VERTICAL AND HORIZONTAL CONFIGURATIONS
ASSEMBLY CONFIGURATION VALUES. v T T MULLION ASSEMBLY AND LOAD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. ;lO OP: ` DATE DRAWN BY: PREPARED BY:
1� ,yC �_\� DRANNON05 13 8 TJH BUILDING DROPS,INC.
�I F.�O�R�,�G \\ FSPE CERTIFICATE OF
' �b77••••••7sOe ��\ PA-0003 N.T.S. '®( AUTHORIZATION NO.29578
398 335 SHEET: REN
FBPE OERT.OFA W.29578 BY DATE DEScm"oN REv _11 OF 11
ach Blvd.
BUILDING DROPS 398 EastDaniaB Suite 3 8
Dania Beach, FL 33004
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, Inc.
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Report leo. 3285
Florida Building Code 2010 & 5th Edition
Per Rule 61G20-3
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
10030 Bavaria Road
Ft Myers, FI. 33913 1%J111ii1111�
��ES F.
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 - * 7
Date: 02/27/15 - -v T T
-0
Contents: ��i ��•''••......•••'• �� ��
Evaluation Report Pages 1—4
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document Hermes F. Norero, P.E.
Date:2015.02.28 12:40:59-05'00' Florida No. 73778
./J/T6A\\ BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop Date: 02/27/15Report No: 3285
Certificate of Authorization:29578
Manufacturer: Eastern Architectural Systems, Inc.
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Rule 61G20-3
Product Name: HVHZ Clipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Eastern
Architectural Systems, Inc. based on Rule Chapter No. 61620-3, Method 1a of the State of Florida
Product Approval, Florida Department of Business and Professional Regulation - Florida Building
Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 2010&5th Edition 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 2010& 5th Edition 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
Section 1609.1.2 of the 2010&51h Edition Florida Building Code and does not require an
impact resistant covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by section 1715.5.5 of the 2010 FBC and section 1710.5.3 of the 5th Edition FBC.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
./(/ BUILDING DROPS FL#: FL17472
A\\
Date: 02/27/15
AM A Perfect Solution in Every Drop Report No: 3285
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code and Rule 61G20-3 for manufacturing under a Certification
Agency through Keystone Certifications, Inc. (FBC Organization M CER1523).
Referenced Code Sections:
1. 1715.5.5 of the 2010 FBC
2. 1710.5.3 of the 5th Edition FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization M TST1577)
Report#: 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 3010W-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 M CTLA 301OW-7 Report Date:07/18/14
Report M CTLA 3010W-7A Report Date:07/18/14
Report M CTLA 301OW-8 Report Date:07/18/14
Report M CTLA 3010W-8A Report Date:07/18/14
Report M CTLA 301OW-9 Report Date: 07/18/14
Report M CTLA 3010W-9A Report Date: 07/18/14
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization M CER1523)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL17472
AL A Perfect Solution in Every Drop Date: 02/27/15
Certificate of Authorization:29578 Report No: 3285
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