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Produ�Approval Menu > Product or Application Search > Application List > Application Detail
Klol 7E No R
CODE COMPLIANCE
ST. LUCIE COUOV V
FL# FLOBOCC e6116
Application Type Affirmation
c
Code Version 2020
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 Ext4305
jFlesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext4314
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
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
https://floridabuilding. org/pr/pr_a pp_dtl.aspx?param=wG EVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fo3Nsdwix6P RJJg LQ NvD8Dg %3d%3d
1/2
5/13/2021
Florida Building Code Online
,;Yes f,'_)No JN/A
FL17472 R6 COC SA17472 SS 2020-12-07.pdf
Product Approval Method Method 1 Option A
Date Submitted 12/14/2020
Date Validated 12/14/2020
Date Pending FBC Approval
Date 7pprovea 12/18/
Description
FL #
Model, :Number or Name
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 R6 C CAC 662-104 COR2.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 R6 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf
Verified By: Hermes F. Norero, P.E. 73778
pressure rating
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-11_p ff
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 R6 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ; Yes _
FL17472 R6 C CAC EAS`622-102CAR:PDF:,__,
Impact Resistant: Yes
FL17472 R6 C CAC EAS 622-103CAR.PDF
Design: Pressure: N/A
FL17472 R6 C CAC EAS 622-105CAR.PDF
Other:. See drawing set for mullion size,; configuration and ,
FL17472 R6 C CAC EAS.622-106CAR.PDF
design pressure rating
Quality Assurance Contract Expiration Date
07/-18/2021
Installation Instructions
FL17472 R6 II PA-0003 SS2018-02=14.1df
Verified By: Hermes F. Norero, P.E. 73778
Created''by Independent Third Party: Yes
.Evaluation Reports,
FL17472 R6 AE PER5505 SS 2018-02-14.d
Created' by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibilityStatement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fo3Nsdwix6PRJJgLQNvD8Dgg/o3d%3d 2/2
Document Title:
Structural Performance
Doc No: FIRM Bl-02
Rey No7
Page: 1 °`.
F_YSTON r '
Certification
CcRT,F,CAT,¢N,,
Authorization Report
Required By: PRO 131-03
CAR & Product ID Number: 622 - 104.0
Issue Date: 1/16/2015
Revision Date: 9/13/2019
Expiration Date: 9/22/2021
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
I Licensee Information: I Product Information: l
Eastern Architectural Systems
16341 Domestic Ave
Fort Myers, FL 33912
USA
Model: Bay/Bow Aluminum Mullion.
Operator Type: Mull
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-1OA
Test Report Expiration: 9/22)2021
Authorized Signature: Keystone Certifications, Inc.
Date: 2019.09.13 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
-
09:53:41 04'00' Phone: 717-932-8500
Fax: 717-932-8501
www. KEYSTONECERTS,COM
�YSTOn[,E' Appendix 1 CAR No: 622-104.0
csrnrc.�roasa. �Na. Expiration Date:
.....�,. "" 9/13/2019
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
22.5 Degree Bay/Bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. - ONE-WAY MULLIONS
SPAN'L'
(IN.)
TRIBUTARY WIDTH'W'
(IN.)
18
24
30
36
42
48 1
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
175.3
159.1
149.0
144.1
143.5
141.6
72-
179.3
137.2
112.E
96.9'
86.2
78.9
74.6*
74.0
'70.8
84
112.1
85.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
j 74.8
56.7
46.1
39.1
34.2
30.7
28.4
28.0
26.0
108
1 52.3
39.6
32.1
27.1
23.6
21.1
19.4
19.1
17.7
DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. -TWO-WAY MULLIONS
SPAN'L'
(IN.)
TRIBUTARY WIDTH'W'
(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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
113.3
102.4
100.7
90.6
72
174.8
131.1
104.9
87.4
74.9.
65.6
59.2
58.3
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
33.0
96
73.8
55.3
44.3
36.9
31.6
27.7
25.0
24.6
22.1
1
108
51.8
38.9
31.1
25.9
22.2
19.4
17.6
17.3
15.5
Impact Ratings
ASTM E1996 - Wind Zone 4, Missile Level D
PA/TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd, 100B New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
Appendix 1 CAR No:622-104.0
Expiration Date:
9/13/2019
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
30 Degree Bay/Bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. - ONE-WAY MULLIONS,
SPAN'L'
(IN.)
TRIBUTARY WIDTH'W'
(IN.)
18
24
30
36
42
48
53.125
54
60
24
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0.
200.0
36
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
200.0
200.0
1 200.0
200.0
1 200.0
200.0
200.0
200.0
200.0
60
200.0
200.0
200.0
175.3
159.1
149.0
144.1
143.5
141.6
72
179.3
137.2
112.6
969
86.2
78.9
74.6
74.0
70.8
84
112.1
85.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
74.8
56.7
46.1
39.1
34.2
30.7
28A
28.0
26.0
108
52.3
i 39.6
1 32.1
1 27.1
23.6
21.1
19.4
19.1
17.7
DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. -TWO-WAY MULLIONS
SPAN'L'
(IN.)
TRIBUTARY WIDTH'W'
(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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
113.3
102.4
100.7
90.6
72
174.8
131A
104.9
87.4
74.9
65.6
59.2
58.3
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
33.0
96
73.8
55.3
44.3
36.9
31.6
27.7
25.0
24.6
22.1
108
51.8
38.9
31.1
25.9
22.2
19.4
17.6
17.3
15.5
Impact Ratings
ASTM E1996 - Wind Zone 4, Missile Level D
PA/TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd, 100E New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
Y o r A e n d i x 1BAR No: 622-104.0
� �� Expiration Date:
9/13/2019
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
45 Degree Bay/Bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. - ONE-WAY MULLIONS
SPAN `L'
(IN.)
TRIBUTARY WIDTH'W'
(IN.)
18
24
30 1
36
42
48 1
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
200.0
200.0
200.0
200.0
192.2
180.0
174.1
173.4
72
200.0
165.8
136.1
117.0
104.2
-95.4
90.1
--99;
85.5
135.4
103.1
84.1
71.7
63.2
57.1
53.2
52.7
49.5
96
90.3
68.5
55.6
47.2
41.3
37.0
34.3
33.8
31.4
108
63.2
47.9
38.7
32.7
28.5
25.5
23.4
23.1
21.3
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -TWO-WAY MULLIONS
SPAN V
(IN,)
TRIBUTARY WIDTH'W'
(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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
158.4
126.7
105.6
90.5
79.2
71.6
70.4
63.4
84
133.0
99.8
79.8
66.5
57.0
49.9
45.1
44.3
39.9
96
89.1
66.8
53.5
44.6
38.2
33.4
30.2
29.7
2-6.7
108
62.6
46.9
37.b
31.3
26.8
23.5
21.2
20.9
18.8
Impact Ratings
ASTM E1996 -Wind Zone 4, Missile Level` D
PA%TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd, 100E New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
�Y N Appendix 1 CAR No: 622-104.0
- CQ�,v.,cnT,oe/as. nvC Expiration Date:
9/13/2019
Eastern Architectural Systems F
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
90 Degree Bay/Bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. - ONE-WAY MULLIONS
SPAN
(IN.)
TRIBUTARY WIDTH'W'
(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
1 199.2
72
200.0
200.0
200.0
184.5
167..4
155.7
148.6
147.6
142.3
84
200.0
183.3
149.5
127.5
112.3 _
101.5
94.6
93.6
87.9
96
160.5
121.8
98.9
83.9
73.4
65.8
60.9
60.2
55.9
10$
112.4
85.1
68.9
58.2
50.7
45.2
41.6
41.1
37.9
. " DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. -TWO-WAY MULLIONS
SPAN
(IN.)
TRIBUTARY WIDTH'W'
(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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
200.0
166.0
139.4
118.6
103.8
93.8
92.2
83.0
84
200.0
177.3
141.9
119.2
101.3
88.7
80.1
78.8
70.9
96
158.4
118.8
95.0
79.2
67.9
59.4
53.7
52.8
47.5
108
111.2
83.4
66.7
55.6
47.7
41.7
37.7
37.1
33.4
Impact Ratings
ASTM E1996 - Wind Zone 4, Missile Level D
PA/TAS 201/203 - Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd, 100E New Cumberland, PA 17070
Phone: 717.932.8500
www.keystonecerts.com
BUILDING DROPS
A Perfect solution in Every Drop!
Certificate of Authorization: 29578
November 23, 2020
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
MANUFACTURER: Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
FLORIDA PRODUCT
APPROVAL M FL17472
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
PRODUCT CATEGORY: Windows
II'
SUBJECT: Product Conformance to the 7"' Edition (2020) Florida Building Code
Dear Sir (Madam),
I have reviewed the referenced Florida.Product Approval and associated documents and.found all drawings,
reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents
listed below to be in compliance with the 7th Edition of the Florida Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard years has occurred
between Chapter 35 of the 6m Edition and Chapter 35 of the 7th Edition of the Florida Building Code. Therefore, all
test standards listed below are valid for the 7" Edition of the Florida Building Code.
SECTION
INSTALLATION
INSTRUCTIONS
CERTIFICATE NO.
CERTIFICATION
AGENCY
TEST STOS.
AAMA 450-10
Keystone
TAS201-94
17472.1
PA-0004
622 -104.0
Certifications, Inc.
TAS202-94
TAS203-94
622 -101.0
AAMA 450-10
622 -102.0
Keystone
TAS201-94
17472.2
PA-0003
622 -103.0
Certifications, Inc.
TAS202-94
622 -105.0
TA5203-94
622 -106.0
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 1 of 2
399 E. Dania Beach Blvd.
BUILDING DROPS Suite338
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
To the best of my knowledge, all referenced & included test standards, methods of installation, details, and
performance ratings have been found to comply with the 71h Edition of the Florida Building Code.
This product is manufactured under a quality assurance program currently approved by the Florida Building
Commission.
Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing
the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with
the Engineer witnessing the test(s) and sealing the test report(s).
Respectfully submitted,
O
N77 ,0,�
SA OF
�V z-
S
O
/Ili11111�=1�
Hermes F. Norero, P.E.
Florida Registered Professional Engineer #73778
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.12.07 07:25:55 -06W
Hermes F. Norero, P.E.
Florida P.E. No 73778
Page 2 of 2
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Bay/Bow Mullions
for
Florida Product Approval
6th Edition (2017) Florida Building Code
Method:
Category:
Sub — Category:
398 East Dania Beach Blvd.
Suite 338
Dania Beach, Fl- 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
1— A (Certification)
Windows
Mullions
Product: HVHZ Clipped Aluminum
Bay/Bow Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myers, Fl.331
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 09/13/19
Contents:
Evaluation Report Pages 1— 4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.09.13 21:00:16-04'00'
• .�
N .7 7
'a S A OF
HerF►Not06; P.E.
Florida No. 73778
BUILDING DROPS_
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(a)
Product Name: HVHZ Clipped Aluminum Bay/Bow Mullions
FL#:FL17472
Date: 09/13/19
Report No: 6414
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern
Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein:
This product has been evaluated for use in locations adhering to the 6th Edition (2017) Florida
.Building Code.
See Installation Instructions PA-0004, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida
Building Code, including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 61h 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-0004 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0004 have been qualified as required
by Section 1709.8 of the 6th Edition (2017) FBC.
6. See Installation Instructions PA-0004 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19
Report No: 6414
Certificate of Authorization: 29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc. (FBC Organization #: CER1523).
Referenced Code Sections:
Referenced Data:
1. 1709.8 of the 6th Edition (2017) FBC
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #: TST1577)
Report M CTLA 301OW.-4
Report
Date: 07/18/14
Report #: CTLA 3010W-4A
Report
Date: 07/18/14
Report M CTLA'3010W-5
Report
Date,'07/18/14
Report M CTLA 3010W-5A
Report,Date:
07/18/14
Report #: CTLA 301OW-6
Report
Date: 07/18/14
Report M CTLA 3010W-6A
Report
Date: 07/18/14
Report #: CTLA 3010W-7
Report
DatJ07/18/14
Report #: CTLA 3010W-7A
Report
Date: 07/18/14
Report #: CTLA 301OW-10
Report
Date: 09/22/14
Report M CTLA 301OW-10A
Report
Date: 09/22/14
TAS Reports Signed and Sealed
by: Ramesh
Patel, PE 20224
2. Certification Agency
Keystone Certifications, Inc.
(FBC Organization M CER1523)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
//QA\\ BUILDING DROPS
4 A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
FL#:FL17472
Date: 09/13/19
Report No: 6414
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-0004) for anchor locations, design load tables, and further
details of the installation requirements.
Design Pressure:
See drawing PA-0004 for mullion desing pressure tables, mullion profiles, -and installation details.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017)
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER.
7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED)
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION
CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
v
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING
SHALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION (2017) FLORIDA BUILDING CODE.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS
2
MULLION ASSEMBLY AND MULLION AND CLIP DETAILS
3
MULLION SECTIONS
4
22.50° MULLION DESIGN LOAD TABLES
5
30' MULLION DESIGN LOAD TABLES
6
45' MULLION DESIGN LOAD TABLES
7
90' MULLION DESIGN LOAD TABLES
8
MULLION ASSEMBLY AND LOAD EXAMPLES
MULLION
UNDERSEPARATE—
APPROVAL
MULLION —
TYP.
r—, wil
�
VERTICAI
SPAN
ANCHOR CTPP
3
TYPICAL MULLION ASSEMBLY
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.09.7-3,2j:pp;gZ-04'00'
T
3Y8 FAST uRRN P MV31- : sm 11B
{�'Wl'+'W2' 1
MULL(VERTICAL
I I
'LI 0 0 MULL
y SPAN'U
SPAN
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE$HEET 8 FOR ASSEMBLY EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THBT.NIULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OT. OPENING USING CHARTS ON SHEETS 4-7.
5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-7. MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY. HOWEVER,
HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION
WITH MULLIONS SHOWN HEREIN IN ATWO-WAY CONFIGURATION.
7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL
GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING.
REVISIONS Eastern EASTERN
AaCHnEOTNRAL sysTF93s
AOMISIONOF
■ (ASTERN METAL SYPPLY
Pr^M 16341DOMESNCA-
+ w...,.aw• «u oe..a..a Fl`NnT ,R339U
' 141"401.21W
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
ISM I 2/6/18 I 6TH ED. FBC UPDATES 13 I PA-nnn4 I N.T.S. I
DATE I DESCRIPTION
BUILDING DROPS, INC
FBPE CFA11FICATEOF
AUTHORIZATION NO.29578
OPENING SUBSTR
BY OTH
INSTALLATION FASTENERS
VARY, SEE NOTES
SHEETS 4 - 7
NOTE: USE (2) ANGLE CLIPS PER
MULLION END. INSERT CLIPS
INSIDE MULLION 1.036"
L-CLIP MULLION 0.250.1 �.
& ANCHORS 3 289"
22.5"
iE
RS
0.125"'
® ® 22.50 DEGREE
® MULLION
USE WITH CLIP TYPE(S):
• L-CLIPS (PAIRS)
USE CLIP DEPTH= 2-3/4"
BAY MULL TOP VIEW (TYP.)
m
L-CLIP ATTACHMENT (TYP.)
NOTE: L-CLIPS MUST BE USED WITH ANY'BAY/BOW'
MULLION TYPE. SEE SPECIFIC MULLION SHEET FOR
DETAILS.
I-- 1.072"
1.072'
1.040" —� � 3
0.250" \
0.250"
P3.369" 45^ 3.604"
0.1250.125"
30 DEGREE 45 DEGREE 90 DEGREE
MULLION MULLION MULLION
USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S):
• L-CLIPS (PAIRS) • L-CLIPS (PAIRS) • L-CLIPS (PAIRS)
USE CLIP DEPTH= 2-3/4" USE CLIP DEPTH= 2-3/4" USE CLIP DEPTH= 2-3/4"
2.000" r 0.125"
W MULLION
2.250"
0 0
0
� 2.250"
E•i
0 0
0.250"
0.875"
�1.00
2" x 4" L-CLIP
ALUMINUM 6063-T6
SUBSTRATE VARIES, SEE NOTES.
L-CLIPS SHALL BE USED IN PAIRS
SHEETS 4-7
AT MULLION ENDS.
REVISIONS Ms
ADMSIODF
,,,`�
• • ••
,,
■��►�
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PLYastern
11 OMC-E,
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•
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ian40141W
.OF
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
Q
MULLION ASSEMBLY AND MULLION AND CLIP DETAILS
DAM DRAYmBY: EREEAREDEn:
O
i,�(ns •.
`�
f
02 05 13 TJH eunDwDDRDPs,iRa
DRAWLY. NP. SCAIE: FSPECERTI WEOF
� R.
�
PA-0 N.T.S. AMOWATION NO.29578
ASTAA
s?e R ,,, ,,,,�� , _,A!„ eY
I. DEsew - Rev �E 2 OF 8 -
INSTALLATION ANCHOR
INSTALLATION ANCHOR
(SEE NOTES SHEETS 4-7)
21/2" MIN. (SEE NOTES SHEETS 4-7)
a 3/4" MIN.
EDGE DIST.
°
- e
-
EDGE DIST.
CONCRETE OR
BY OTHERS
° d- a v
CONCRETE OR
a MASONRY
d
o
d
MASONRY BY OTHERS—'-,,°
e .
,
CAULK BETWEEN
° e 4 v
11/4" MIN. CAULK BETWEEN
CONCRETE/ MASONRY & 1X
d
e .v EMBEDMENT CONCRETE/ MASONRY & 2X
11/2" MIN.
WOOD BUCK BY OTHERS
WOOD BUCK BY OTHERS
EMBEDMENT
1 X WOOD BUCK
BY OTHERS
2 X WOOD BUCK
BY OTHERS
MULLION CLIP
MULLION CLIP
TYP.
TYP.
EXTERIOR
I
I
I
I
INTERIOR EXTERIOR
I I
I I
INTERIOR
MULLION
I I
MULLION
TYP.
TYP
NOTE
g
VERTICAL SECTION
DETAILS SHOWN ARE TYPICAL FOR ALL
C
VERTICAL SECTION
3
HEAD-CONCRETE/MASONRY
MULLION & CLIP ASSEMBLIES. SEE
3)
HEAD -2X WOOD BUCK
SIDE VIEW -VERTICAL
SHEETS 4-7 FOR ALLOWABLE MULLION
SIDE VIEW -VERTICAL
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
4
EXTERIOR
i I
INTERIOR
I I
MULLION
I I
TYP.
I I
I I
I
I I
•
MULLION CLIP
I I
TYP. ;
d A
*1 v e
11/4" MIN.
.Q ,
°
EMBEDMENT
PRECAST SILL
BY OTHER
'd
° .e
`���� E O��
,. ,,
REVISIONS
_ _
`�� EASTEASTEw�n+ETusYP�sreTErAs
Eastern ADMGION OP
•
1 F S (Y i
�' /'
nwro vu 3631100NIFETICAVE
MYERS, fL 3a911
INSTALLATION ANCHOR
21/2" MIN.
= =
,* 7 O ..
an�oazTao
raE
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
(SEE NOTES SHEETS 4-7
EDGE DISTANCE
S q * v
VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIONSECiIONS
°.
DALE
DRAWN BY:
PREPARED eY:
A
VERTICAL SECTION
- o Ipp::"��/���
i� (�
02 OS 13
TJH
3
SILL -CONCRETE MASONRY
/
SIDE VIEW -VERTICAL
�i SS �G� ���
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sae EAST Hy. 17e
A`
DRAWING NO.
PA-0004
SIIEET:
EGIE
N.T.S.
REV:
t ING DROPS, INC
iBPE CERPFICATE OF
AMORRATION NO. n57e
.- --
DY
alE
DESCRIPTION
REV
i OF R
DESIGN PRESSURE LIMITS FOR MULUON: 22.5 Deg. - ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WI DTH'W' (IN.)
(IN.)r200.O
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
36
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
60
200.0
200.0
175.3
159.1
149.0
144.1
143.5
141.6
72
137.2
112.6
96.9
86.2
78.9
74.6
74.0
70.8
84
85.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
56.7
46.1
39.1
34.2
30.7
28.4
28.0
26.0
108
52.3
39.6
32.1
27.1
23.6
21.1
19.4
19.1
1 17.7
DESIGN PRESSURE LIMITS FOR MUW ON: 22.5 Deg. -TWO-WAY MUWONS
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
187.5
194.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
113.3
102.4
100.7
90.6
72
174.8
131.1
104.9
87.4
74.9
65.6
59.2
58.3
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
33.0
96
73.8
55.3
44.3
36.9
31.6
27.7
25.0
24.6
22.1
108
51.8
38.9
31.1
25.9
22.2
19.4
17.6
17.3
15.5
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
L-CLIP
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.036" �{
11 0.250" 3.289"
0.125" J
22.50 DEGREE MULLION
ALUMINUM 6005-T5
ONE-WAY MULLION DIAGRAMS
MU
TRIBUTARY WIDTH= Wl+W2
2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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: #14 WOOD SCREWS
• CMU: 1/4" ITW TAPCONS
• CONCRETE: 1/4" ITW TAPCONS
• METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.Gr0.55.
• 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.
• METALANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5..I
t
REVISIONS EABFEnN ANcxADIVISIO. .,L srsrEMs
Eastern E�TI�NME<�s�Y
\` �.` • E ••s' •� '� wa
ao o'onna 16MI DDMESIICAVE
• �O ..+.•nu♦ w....aor. nno FTMYER1.1w 913
•* ntE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
g A • �F * VERTICAL AND HORIZONTAL CONFIGURATIONS
2 = 22.5" MULLION
j O IOP:. �•� DATE DRAYM BY: PREPARED BY:
��%02 OS 13 TJH eullnlNB DRoPs.lxc S G ♦ DRAW xa xo scv E:
iBPE CERTIFICATE OF Ap. 0. \\ PA-0004 N.T.S. AUTHORIZATION NO. Z1578
]GB FAS(�%19.1 STB SHEET: REV:
BY DATE OEBCRIPDON
DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. - ONE-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)E200.02OV0.0200.0
24
30
36
42
48
53.125
54
60
24
0.0
200.0
200.0
200.0
200.0
2.00.0
200.0
200.0
36
0.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
48
6.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
60
0.0
200.0
175.3
159.1
149.0
144.1
143.5
141.6
72
7.2
112.6
96.9
86.2
78.9
74.6
74.0
70.8
84
5.4
69.6
59.4
52.3
47.2
44.1
43.6
40.9
96
6.7
46.1
39.1
34.2
30.7
28.4
28.0
26.0
1089.6
32.1
27.1
23.6
21.1
19.4
19.1
17.7
DESIGN PRESSURE LIMITS FOR MU W ON: 30 Deg. - TWO-WAY MULUONS
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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
181.3
151.1
129.5
113.3
102.4
100.7
90.6
72
174.8
131.1
104.9
87.4
74.9
65.6
59.2
58.3
52.5
84
110.1
82.6
66.1
55.1
47.2
41.3
37.3
36.7
33.0
96
.73.8
55.3
1 44.3
36.9
31.6
1 27.7
25.0
24.6
22.1
108
51.8
38.9
1 31.1
25.9
22.2
1 19.4
17.6
17.3
15.5
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 Of
L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.040" --ice
0.250"
I
0.125"
30 DEGREE MULLION
ALUMINUM 6005-TS
ONE-WAY MULLION DIAGRAMS
TRIBUTARYWIDTH= W1+W2
2
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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.
5. ANCHOR REQUIREMENTS:
• 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:
• 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.
�� /� EASTERN ARCHRECTURAL SYSTEMS
REVISIONS ADSION OF
-,, AI Eastern M
EASTERNM &SYPRY
:` • F.. '' ■ `„s A+ �Mw ou :'', o u' un.1'. 1041MMFSIIC AV
�• �., S I ,,, 17MYER5. FLB913
CIS
* TInE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
% 71 3 A OF * VERTICAL AND HORIZONTAL CONFIGURATIONS
!r 30" MULLION
O IOP :.' <1Y DATE DRAWN By
rREVARED BY. 02 05 13 TJH
S � � ORAWINO NO: SCALE
FSPE CERTIFICATE SM 9-1119 SHEETADOEO 1 PA-0004 N.T.S. AlrrxORvaP29ON NO. x9s1e
39a EASTr O/fYI/gWy11.9419.F 51E 118 S1frET: REV:
,_ BUOf.717J00{._ __- BY DATE DESCRIPTION REV S ElF A
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -ON E-WAY MULLIONS
SPAN
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
1 24
30
36
42
48
153.125
54
60
24
200.0
200.0
200.0
200.0
200.0U200.O200.00.0
200.0
200.0
36
200.0
200.0
200.0
200.0
200.00.0
200.0
200.0
48
200.0
200.0
200.0
200.0
200.00.0
200.0
200.0
60
200.0
200.0
200.0
200.0
192.24.1
17.
171.172
200.0
165.8
136.1
117.0
104.20.1
9.485.584
135.4
103.1
94.1
71.7
63.23.2
49.5
96
90.3
68.5
55.6
47.2
41.34.3
33.8108
63.2
47.9
38.7
32.3
28.53.4
23.1
21.3
DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -TWO-WAY MULLIONS
SPAN'L'
TRIBUTARY WIDTH'W' (IN.)
(IN.)
18
24
1 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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
200.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
158.4
126.7
105.6
90.5
79.2
71.6
70.4
63.4
84
133.0
99.8
79.8
66.5
57.0
49.9
45.1
44.3
39.9
96
89.1
61.8
53.5
44.6
38.2
13.4
30.1
29.7
26.7
108
62.6
46.9
37.6
31.3
26.8
23.5
21.2
20.9
18.8
QUALIFIED ANCHOR CLIPS
0 0 0 0
0 0 0 0
L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CLIP
DIMENSIONS.
1.072" �{
J0.250"
4"
0.125'
45 DEGREE MULLION
ALUMINUM 6005-T5
Emoo-ol IF
0 Milo
00
IF
ONE-WAY MULLION DIAGRAMS
TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH Wl+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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: N34 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
• CONCRETE:1/4" ITW TAPCONS
• METAL:1/4" SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE
MIN.4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN.
18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8- THICK ALUMINUM 6063-TS.
GG 4.1//
�\ F /
,. ... •. -.-
• • -•
REVISIONS
EASTERNARCHITECTDRALSYSTlM
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VERTICAL AND HORIZONTAL CONFIGURATIONS
45" MULLION
t a
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02 OS 13
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PA-0004
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THORINGDRIWE
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BY
DATE
DESCWPf10N
REV
iSPE Qi1T. OF AUIHOIC2ATIDN ND. 2Y57S
sxeeT:
6 OF 8
Rev:
-
DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. -ON E-WAY MULLIONS
SPAN
TRIBUTARY WIDTH'W' (IN.)
18
24
30
36
42
48
53.125
54
60
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
200.0
199.2
200.0
200.0
200.0
184.5
167.4
155.7
148.6
147.6
142.3
200.0
183.3
149.5
127.5
112.3
101.5
94.6
93.6
87.9
160.5
121.8
98.9
83.9
73.4
65.8
60.9
60.2
55.9
112.4
85.1
68.9
58.2
50.7
45.2
41.6
41.1
37.9
DESIGN PRESSURE U MITS FOR MULUON: 90 Deg. - TWO-WAY MULLIONS
SPAN V
TRIBUTARY WIDTH'W' (IN.)
(IN.)
1g
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
187.5
184.5
166.0
48
200.0
200.0
200.0
200.0
177.9
155.7
140.6
138.4
124.5
60
200.0
199.2
166.0
142.3
124.5
112.5
110.7
99.6
72
200.0
166.0
138.4
118.6
103.8
93.8
92.2
83.0
84
t200.O
177.3
141.9
118.2
101.3
88.7
80.1
78.8
70.9
96
118.8
95.0
79.2
67.9
59.4
13.7108
83.4
66.7
55.6
47.7 '
41.7
37.7
37.1
33.4
QUALIFIED ANCHOR CLIPS
0 0 0 a 0
0 0 0 0
L-CLIP
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
NOTE: SEE SHEET 2 FOR SPECIFIC CUP
DIMENSIONS.
�� 1.072"
90 DEGREE MULLION
ALUMINUM 6005-T5
ONE-WAY MULLION DIAGRAMS
Iva
TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH = W1+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 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.
5. ANCHOR REQUIREMENTS:
• WOOD: #14 WOOD SCREWS
• CMU:1/4" ITW TAPCONS
•CONCRETE:1/4" ITW TAPCONS
• METAL: 2/4" 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. a
• 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.
• `• E ••S�'
N
g A • OF *
A Q;'
'/(u���p• � y\\\\
REVISIONS
EASTERN AA..SIIONOFLSVS7EMs
_.._ Eastern EA9 mug 1.
M
■ ., ,n.,: u': 'w .:: uwn'w o n'uowu "Mn R9, FL33912DOJ03912
. • tan�otstm
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
90' MULLION
OATE-m-NBY:
0 05 13
PA-0004
sr•,=TJH
N.T.S.
PMEPARFD BY:
fBV�E[ERPFICATEOF
AUFMORI7ATION NO.29578
By
DATE
oEsciuPOON
REV
U8 EASf-d�A/TyI/pb�(TI,Bl19,. STE STB
-__ 9E71CF. fT. �100�._
SHEEP:
7fTFA
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VERTICAL MULLION
MULTIPLE UNITASSEMBLY
'W3' {�— 'W2' ---�{
MULL
SPAN 'L'
VERTICAL MULLION
HINGED DOOR W/SIDELITE
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
r— 'wi' 'wz'
MULL
SPAN '12
VERTICAL MULLION
NOTES:
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY
CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
•
i�
`�� ��
0 /�
REVISIONS
EASIERNARCHNECTURusrs
a�� Eastern Aom OF
• �', • F- - 'j
EASTERN METAL srPPlr
J/ AL nn H 16MIDOMFSNCAr
■F ;, -.� ,..�wue w,+.ao.,,s w� u'.aowo FFMWRS,FL3M2
Idn.01-2190
N O
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
J *
3 A .
VERTICAL AND HORIZONTAL CONFIGURATIONS
a 700 OF
MULLION ASSEMBLY AND LOAD EXAMPLES
DATE:
02 OS 13
DRAWN By
TJH
PREPARED Bv:
DROPS, INC.
s
oRAWINONO:
ScLL -
BUILDING
FBPECERTIFIMTEOF
A P. N0.���
PA-0004
N.T.S.
AUFHowunoN NO.nSTe
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DATE
DEscIDPnoN
REV
aR• EASf 3]B
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sNEEr:
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