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Product Approval Menu>Application Detail Copy
FL# FL17472-R 4E
8
I EVW E—OD:
Application Type Revision FOR
Code Version 2020 'CODE COMPLIANCE
Application Status Approved ST. LUCIE ^®U ��
*Approved by DBPR.Approvals by DBPR shall be reviewe a_r5 r t I b
the POC and/or the Commission if necessarROCC /
Comments
Archived p
Product Manufacturer Eastern Architectural Systems
;rE Address/Phone/Email 16341 Domestic Ave.
s Ft. Myers, FL 33912
- (800)432-2204 Ext 4305
easengineering@easternmetal.com
x: Authorized Signature James Flesher
easengineering@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@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
TAS2O3 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.orgtpr/pr app_dtl.aspx7param---yGEVXQwtDgtCiJGgvjQiz6AvC%2bOtoUJS%2fzVOHhmwXlurebbsfQRo9ew%3d%3d[8/11/2021 3:12:23 PM]
Florida Building Cade Online
t � �
Product Approval Method Method 1 Option A
Date Submitted 07/14/2021
Date Validated 07/14/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Summary of ProdukN
cts
adz FL# i Model,(Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
R
Limits of Use Certification Agency Certificate
Qg
Approved for use in HVHZ:Yes FL17472 R8 C CAC 622-104 C3Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
$ Impact Resistant:Yes 09/22/2024
.� Design Pressure: N/A Installation Instructions
Other: See drawing set for mullion size,angle and design FL17472 R8 II PA-0004 HVHZ Mulls SS 2021-06-14.pdf
pressure rating Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL17472 R8 AE PER7618 SS 2021-06-13.12df
t re Created by Independent Third Party: Yes
3 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
and Configurations
Limits of Use Certification Agency Certificate
s
Approved for use in HVHZ:Yes FL17472 R8 C CAC 622-101 C3Rl.Ddf
Approved for,use outside HVHZ:Yes FL17472 R8 C CAC 622-102 C3Ri:pdf
Impact Resistant Yes { PL17472 R8 C CAC 622-103 C3Ri:Ddf
Design Pressure: N/A FL17472 R8 C CAC 622-105 C3R1.Ddf
Other:See drawing set for mullion size,configuration and FL17472 R8 G GAG 622-106 C3Ri.pdf
design pressure rating ance Contract Expiration Date
07/18/2024
structions
r FL17472 R8 II PA-0003 HVHZ Mulls SS 2021-06-14.pdf
fr Verified By: Hermes F. Norero, P.E. 73778
b Independent r
Created Third Party:Y endent P -Yes
Evaluation Reports
FL17472 R8 AE PER7619 SS 2021-06-13.pdf
Created by Independent Third Party:Yes
r �
F - Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phon •850-487-18 4
The State of Florida Is an,AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement:'Refund Statement
X : 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 b hone or traditional mail.If you have an. , h'• y p y y y 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
'v' 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
Sate
5.3 v
https://www.floridabuilding.orgtpr/pr app_dtl.aspx?paramwGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fzVOHhmw)UurebbsfQRo9ew%3d%3d[8/11/2021 3:12:23 PM]
DocumentTiUe: Doc No: FRM B1-02
Structural Performance Rev ' Page: 1 Of'. 1
FYT" ?l�( Certification
pC ERTIFICATION 3.I W C.
�Ss�.-.scem ss
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 5/ 1
Expiration Date: 7/18/2024
Company Code: 6
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.keystDnecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X
16341 Domestic Ave. Operator Type: Mull
Fort Myers, FL 33912 Config: No Reinforcement
USA 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: 7/18/2024
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
Aaron Shultz 4-- K o E New Cumberland, Pennsylvania 17070
00 04- 15:12:13 2021.05.19 .. Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTON ECERTS.COM
��YSTONE Appendix 1 CAR No:622-103.0
Expiration Date:
7/18/2024
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x4" Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 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
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 181.5 161.6 147.9 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 1 60.1 1 50.8 1 44.3 1 39.5 36.3 35.9 1 33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 1 72.8 1 58.2 1 48.5 1 41.6 1 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. 145 Limekiln Rd,Suite 100E New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
398 E.Dania Beach Blvd.
^/QA\
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach,FL 33004
954 PH
Certificate of Authorization:29578
954.744. 478 744.4738 FX
contact@buiIdingdrops.com
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
PRODUCT CATEGORY: Windows
II'
SUBJECT: Product Conformance to the 7th 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 6th Edition and Chapter 35 of the 7th Edition of the Florida Building Code.Therefore,all
st to da ds ist d el w re al' f r t e 7th Edit n f e lor'da Bu'd! dI
1.
SECTION INSTALLATION CERTIFICATE NO. CERTIFICATION TEST STDS.
INSTRUCTIONS AGENCY
AAMA 450-10
17472.1 PA-0004 622-104.0 Keystone TAS201-94
Certifications, Inc. TAS202-94
TAS203-94
622-101.0
622-102.0 AAMA 450-10
17472.2 PA-0003 622-103.0 Keystone TA5201-94
622-105.0 Certifications, Inc. TAS202-94
622-106.0 TAS203-94
Hermes F.Norero,P.E.
Florida P.E.No 73778
Page 1 of 2
398 E.Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach,FL 33004
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,
00`tX11Q 1IIII,, L
O
�•�,• E .S • � 'i
o` :• N 7 O +
® 7a SA OF c �
a
o T O
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 07:25:55-05'00'
Hermes F. Norero,P.E.
Florida P.E.No 73778
Page 2 of 2
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
ProductluauReport
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
(2eport N1
Current Florida Building Code
Method: 1—A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-T5 &6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave. `�``,�0``�1llO
Ft Myers, FL 33912 ,.. •• `.s
V E ..S .
N 7 p
Prepared by: —
Hermes F. Torero, P.E. + �0 S q OF
Florida Professional Engineer#73778 0„� O IDP•:.•tV��
Date:05/25/21 �
Contents:
//lll{11i:
Evaluation Report Pages 1-3
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason:I am approving this document Florida No.73778
Date:2021.06.13 14:27:09-04'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! - Date: 0 61
/21 9
Certificate of Authorization:29578 Report Noo:: 761
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method (1)(a)
Product Name: HVHZ Clipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Eastern
Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current 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 Current 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 Current Florida Building Code and does not require an impact resistant
covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the Current Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 05/25/21
Certificate of Authorization:29578 Report No: 7619
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc.(FBC Organization M CER1523).
Referenced Test Standards:
• AAMA 450-10
a TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report#: CTLA 3010W-4A Report Date:07/18/14
Report#: CTLA 3010W-5A Report Date:07/18/14
Report#: CTLA 3010W-6A Report Date:07/18/14
Report#: CTLA 3010W-7A Report Date:07/18/14
Report#: CTLA 3010W-8A Report Date:07/18/14
Report#: CTLA 3010W-9A Report Date:07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization M CER1523)
Installation:
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 design pressure tables, mullion profiles,and installation details.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: W1. 4 'W2'j r'Wl'+'W2l1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA II
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 ' / \\ MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. r r SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, �\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP % r r
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPA
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L' SPAN'L'
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLTIYOP �/ 01
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, W2'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER. r
7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
B. MULLIONS MAY BE USED WITH ANYAPPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. 01 r W1'
9. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION r r
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL FFT" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. r
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: /
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF r
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. iWl,
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. r
2 - MULLION CROSS SECTIONS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES ` 5�� h /�/ REVISIONS EASTERN-III sysr I
9 - 2"X 4"MULLION DESIGN LOAD TABLES `�� .. O �i f j pastern EASTEwF MEru srw�v
`ti i •r.. 16M1DDME CAVE
10 - 2"X 6"MULLION DESIGN LOAD TABLES \,\ G S• O p �C, ",w,,,,,,,,,,,�„�,,,,,,,,• R MYERS,F1339F2
11 - MULLION ASSEMBLY AND LOAD EXAMPLES * N / _ Tu=❑ . Lu^•'""'"'^Ho v,,.••` ianruFSFPO
r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 S A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
ti GENERAL AND INSTALLATION ELEVATIONS
j 0� /C O I�1�.' ` DATE:DRAWN BY: PREVARFD BY:
1 • �C/` SM 5/75/21 FBC UPDATE 2
D2 DS. T1H BUNDING DROPS,INC
Digitally signed by Hermes F Norero ��j�S�- 1G �� 1 Druwwc No: scA1e FBPEaRTFICaE OF
SM 2/6/18 fiTH ED.FBC UPDATES
Reason:1 am approving this document � �D. � PA-0003 N.T.S. AurxoavAnoN No.x9sTa
Date:2021.06.14 10:59:49-"00' J88 D �p ajp y y° s"EEr REv:
FaPE omT.a'ADTNDRVAnoN No.aB�Ta ev DATE DEBCRIFT�ON REv 1 OF 11 -
--I 2.000" F-
0.250" I I
Q0.25O"
1.000" 2.000"1.000" �{ 1.000" 0.250" 6.000"
0.125" 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" 0.625" 0.251 0.250"1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 4" 2"X 4" 2"X 6"
MULLION MULLION ION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR T 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS D CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
REVISIONS AON6 FA9TEAN ARCNIISIONOFL srsm+s
MLS
`\\ , .• O �I� Eastern EASTERN METAL SYPPLY
`1 : E-• /� ■ 1B111 DOMESTICAV
i�� S•-' �O FT—s,FL33912
N .7 ,An4G,2,98
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0 S A y VERTICAL AND HORIZONTAL CONFIGURATIONS
OF !r : MULLION CROSS SECTIONS
"i O�o DAM DRAM BY: PREPARFDBY:
D2 D5 13 T1H ; BUILDING DROPS,INC.
ORAWPIGNO: SCALE: FBPECERTIFICAHOF
PA-0003 N.T.S. AUTHORDAMON NO.29578
3o u eiWD Nei F �3e sNEEr. REv:
I.CEAT.of Au,NmrTAnoN No.29sTe By ogre of—PMON Rev 2 OF 11 -
L�4 �5��� �5�� 4�
0 o T 2.25" o 2.25" 0
2.25" 1.75"
2.625" 3.375" 0 2.25" o 0 2.25" o
4.625" 5.375"
0 0
0.12 2'
2.25" � 0.12 2"
0.125" 2' � 1 � 0 0
„ 2" X 5" X 13/4" L-CLIP 2.25
2 X 5 X 2 1/4 L-CLIP ALUMINUM6063-T6 0.125' 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM6063-T6 1—
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
3.50 A
0.722"—I I�
2.25" � 0 2.25" > T o � 0.722" — f�— 10.46"
0 2.25" o 42.25" o I1.75' 2.3352.25"2.25" '0 0 0
0.188" � k 2.25" 0 .25" o
1.25" 2.125" 2.125"
0.188"
T 10 15/32" X 2 1/4" H-CLIP � � � 1.2s° ���
ALUMINUM 6063-T6 2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6005-T5 ALUMINUM 6005-TS 10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.252.25�2.25�2.25�2.25"
0 0 0 0
2.625"
\\\`A1 ff�'', REVISIONS t EASTERN ARLHy�c1URAEsrsTEMs
O O O O ` O ,{f�I�' ■�`~ Eastern
\\\\ EASTERN METRE SYPPIY
.•1 E••S••' /" t� u,-..ua w..,au..n.u.w'.i�awv 1 RMIOOMES�ICAVE
YER9,FE33911
0.125" L i to rvum nry do aisieD
N 7 TIC. HVHZCLIPPED ALUMINUM TUBE MULLIONS
0.875" �� * 7� VERTICALAND HORIZONTAL CONFIGURATIONS
S A OF Cr CLIP DETAILS
8 1/4" X 3 3/8" H-CLIP '-,o� o lay:` �w ' °ATE:DRAWN BY: PREPANEOBY:
02 OS 13 TJH
BUIl01NG DROPS,INL
ALUMINUM 6063-T6 iG \� DMWNG NO: srA,P. FePECER sR uOF
0. a �\ PA-0003 N.T.S. AUTH.R..N ND.ISSTe
39e 0 iMApABIp1.{1�mw.. SHEET: REV:
FBPE OFATt OF nutN0.2YSlB BY GATE DESCRIPTION REV 3 OF 13
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR-N
6-30) 2 1/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
6-10 MULLION,TYP.
EDGE DIST. 6-10) EMBEDMENT )
CONCRETE OR a
MASONRY BY OTHERS •° p'
CAULK BETWEEN ° a e, ° G ° 11/4"MIN. 3/4"MIN. ' EXTERIOR MULLION CLIP
CONCRETE/MASONRY&1X a EMBEDMENT EDGE DIST. °
WOOD BUCK BY OTHERS ----- — -- 'U'CLIP
TYP.
a I
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS—". p
CAULK BETWEEN y.
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP.
-a-
- - --------A
2X WOOD BUCK °, _____
EXTERIOR INTERIOR BY OTHERS ° MULLION
INTERIOR
i D HORIZONTAL SECTION
MULLION
TYP. 4 T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDEVIEW
g VERTICAL SECTION 4 JAMB-2XWOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS I (
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i INTERIOR
MULLION EXTERIOR INTERIOR
( TYP. NOTE MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® NP•
MULLION&CLIP ASSEMBLIES.SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION
CONFIGURATIONS,SIZES,AND DESIGN MULLION,TYP.
MULLION CLIP PRESSURES.
� ( TYP.
HORIZONTAL SECTION
4 X-MULLION INTERSECT DETAIL
a n SIDE VIEW
° 11/4"MIN.
a . ° EMBEDMENT
PRECAST SILL ° ° + ,\ ���� F. 'O,,�i'���i REVISIONS rilp.
„ rA TERNnISION PPrsBY OTHERS EasterJl/
••r•• �y FT MTE0.5,FL 33912
INSTALLATION ANCHOR ;••�,\ S•• 'QQ � "'•" "^"^"^"' �an�oia+eo
(SEE NOTES SHEET N 7 7 E`
6-10) 21/2"MIN. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
S
INSTALLATION DETAIL
VERTICAL SECTION s or
aL
DATE:DRAIN PREPARED
4 �c 02 OS 13 TJH
SILL-CONCRETE/MASONRY �j �` \ �� DING NO. SCALE BUIf➢ING DROPS,INC
FBPE CERnFI[gTE OF
SIDE VIEW-VERTICAL ��� PA-0003 N.T.S. 1 Aun�oRvanon nD.ssSTe
SHEEF: REV:
f9E 0]IT.OiE�Il11MN21910N Na 21 BY DATE DESCRIPTpN REV 4 OF 11
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x 3 1/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONS EISTERN MLHffECNRF BYBTEMB
,♦�♦\ f, O /`'jam VIE8.9ternEwsrAsn T&sm y
1B3a1DOMESTI—E
S F133911
N .7 1477-1a1m
* = " HVHZ CLIPPED ALUMINUM TUBE MULLIONS
D A * VERTICAL AND HORIZONTAL CONFIGURATIONS S
Of rY MULLIION AND CLIP ASSEMBLY DETAILS
are:Dmm By
RREPnRED Br:
�''�S •- �'J\ `♦♦ DR—N N. sD.cTJH BUILDING DROPS,INC
,t FBPEQ&TFKATEOF
PA-0003 N.T.S. & amoRwnONNo.Tss9s
3BB D
J El�a o'• .sx snEEr: REr.
FeRE T OF wTNwrrwnoN NO 29STB LE -.CR—ON R. 5 OF 13 -
1.0001,
SSSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS MULLION MULLIONTRIBUTARY WIDTH'W'(IN.)24 30 36 42 48 53.125 54 60 �0 200.0 200.0 200.0 200.0 200.0 200.0 200.0. 200. 200.0 200.0 200.0 200.0 200.0 200.0 2D0.0 0.125" 0 j
48 200.0 200.o D 200.0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 181. 15844�.0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 101.5 77.7 71.1 67.2 65.7 63.8 1
84 101.0 76.9 62.7 53. 47.1 42.6 39.7 39.3 36.9 11
96 67.4 51.1 41.5 35.2 27.6 &25.625.2 23.5 ONE-WAY LION DIAGRAMS
108 47.2 35.7 28.9 24.4 21.3 19.0 15.90.375"
DESIGN PRESSURE LIMITS FOR MUWON:1"x3-1/8"(LIGHT)-TNS 1�E X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) ALUMINUM 6005-TS MULLION
(IN.) 18 24 30 36 42 48 53.12.5 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.
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 W1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
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 28.0 23.3 1 20.0 17.5 15.8 15.6 14.0
TWO-WAY MULLION DIAGRAMS
TABLE S:
1. SEE T INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. AR INTERP ION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
SEE THIS SHEET FO CIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPEC] IP DIMENSIONS.
QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCR
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS DE 5)
o ° 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBED T OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMB ENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
° •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT 0 4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2" X 2 1/4" L-CLIP MIN.4000PSI.
2 1/4" U-CLIP -METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION ND METAL STRUCTURE.STEEL SHALL BE MIN,
ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"TH LUMINUM 6063-T5.
ALUMINUM 6005-T5 **MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
CONNECTIONS Lx% 1/1 REVISIONS FASIERN ARLHIIECIURAI SYBTEMS
��-( Ea rn ADMSIONOF
O O O \ ,•�, r• n --, EABTERN METAL BYPPLV
•�\•`,•u �O n�ti.w.-,.,aa.�a RMYER16341DS FL339 2VE.
NOTE:SEE SHEET 3 1- PECIFIC CLIP o 0 0 N 7 7 TITLE:
HVHZ CLIPPED ALUMINU BE MULLIONS
TYPES AND DIM NS. *U = VERTICAL AND HORIZONTAL GURATIONS
S A OF 7 Ir 1"x 3 1 8"LIGHT MULLI
10 15/32�� X 2 1/4E� H-CLIP �' �v;
DATE PRAWN BY: PREPAFEDDY:
ALUMINUM 6063-T6 -i T "• IDS, \� 02 05 13 T1H
-/��V Y \\\\\ pRAWING NO: Sf.ALE: ; GBPECERTI PS'
INOF.
/.T}/�t/E.�BE�p��+Dg�1��LB PA-0003 N.T.S. y. nvrNORlznnoN Te
398 FASTIM I9l,KNJ FL1].5004 J� BNEET: REV:
EHPE CERT.OF AUTNORIZAnON NO.995TB DY DATE OESLRIPTION REV 6 OF 11 -
MULLION
ESIGN PRESSURE OMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS
SPAN TRIBUTARY WIDTH'W'(IN.) 1.000" MULLION
(IN.) 24 30 36 42 48 53.125 54 60
24 200.0 00.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0000
48 200.0 200.0 W 0 200.0 200.0 200.0 200.0 2D0.0 200.0 0.125"
60 200.0 200.0 191.4 176.7 167.5 162.2 261.6 159.4
72 200.0 154.S 126.8 09.1 97.1 88.9 84.0 83.3 79.7 3.125"
84 126.2 96.1 78.4 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 8.5 34.5 31.9 31.5 1.3 ONE-W ULLION DIAGRAMS
000e
108 58.9 44.6 36.1 30.5 23.7 21.8 21.5 19.9
DESIGN PRESSURE OMITS FOR MULLION:1"x}1/8"(HEAVY)• WAY MULLIONS 0.625" ,�
S(IAN.)L 18 24 30 TRIBUTARY WI36 1 42H'W'(I48) 53.125 60 111 X 3-1/811 (HEAVY) MULLION
MULLION
24 200.0 200.0 200.0 200.0 1 200.0 200.0 200.0 20.SV.200.0 ALUMINUM 6005-T5 MU N
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 J
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 i
1+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
96 93.0 62.3 1 49.8 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21.9 1% 19.4 17.5
TWO-WAY MULLION DIAGRAMS
TABL
1. SHEE R INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
LINEAR INTER TION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET F ECIFIC MULLION DIMENSIONS.
QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS LIP DIMENSIONS.
NCHOREQUUIREMENTS; LIPDIMENSIONS.
•WOOD:ltl4 WOOD SC S
0 •CMU:1/4"ITW TAPCONS
0 •CONCRETE:1/4"ITW TAPCONS
0 •METAL:1/4"SELF-DRILLING SCREW ADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMB NT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=O.s5.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.E MENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-T5 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT /4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CLIP FOR USE ONLY IN MIN.4000 PSI.
MULLION-TO-MULLION 11 511 X 1 3/411 L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATIO OND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"T ALUMINUM 6063-T5.
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS
REVISIONS EASTERNARDMSIONOF S B EMS
EASTERN METAL SYPPLY
16341 DOMESTICAVE.
0p� TMYCH5.ft 33W3
NOTE:SEE SHEET 3 F ECIFIC CLIP rf 7 7 4UM�uM +BTTamaIBB
* E HVHZ CLIPPED ALUMINU BE MULLIONS
TYPES AND DIME NS. o 0 0
D S A OF !r VERTICAL AND HORIZONTAL C GURATIONS
1"x 3 1 8"HEAVY MULL
11 11 ��0 A �:�• W: DATE:DRAWNBY: PREPARED BY:
10 15/32 X 13/4 H-CLIP T O to `��� Oz Os 13 T1H
ALUMINUM 6063-T6 �ii�S• 1G�v DanwlNCNo: - scue �a EC W, DPscor
/i� �]] \ PA-0003 N.T.S. numoaznnoN sTB
4000� 398 EASD 1J110 9EAI B�1CA.; �� BY DATE DESCRIPTION REV SHEET; REV:
FBPE CEaT.OF AUmORIZARI N0.29578
7 OF 11
MULLION '
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ON E-WAY MU W ONS 1.0001, -L
MULLION
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
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 _
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0immiTwo I__��-
200.0 200.0 200.0 181.5 161.6 147.9 138.6 132.6 4.000"
84 1 200.0 159.9 131.4 111.2 98.0 88.5 112.1 81.7 76.7 ONE-WAY MULLION DIAGRAMS
96 140.1 306.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WI DTH'W'(I48 MULLION
(IN.) 18 24 30, 36 42 48 53.125 54 60 0.250" MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1" X 411 MULLION Ll
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 ALUMINUM 6005-T5
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 9S.3 Wl+W2
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH=
96 livi'l
138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 2
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&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:N14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"
ITW TAPCONS
QUALIFIED ANCHOR CLIPS •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.
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI.
-METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
11 11 11 O O O O ``\\ REVISIONS EASTERN aRC1 ISIO OF SYSTEMS
2 X 4 X 3 3/8 L-CLIP f, vol-11
Eastern ERNM°"°F
11 11 ,�\ •.• l! //' EASTERN METAL SYPPLY
8 1/4 X 3 3/8 H-CLIP , 163i1DOMEAICAVE.
ALUMINUM 6063-T6 „� „,Aq • F MYER.FL 33911
'•MUST BE USED IN PAIRS ALUMINUM 6063-T6 N 7 7 ,anau,.z,eB
me HVHZ CLIPPED ALUMINUM TUBE MULLIONS
S A -OF * VERTICAL AND HORIZONTAL CONFIGURATIONS
�0 1"x 4"MULLION
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP % pn 0 IpP,: /C/ DATE:DM DY. PREPARED BY:
TYPES AND DIMENSIONS. (' 02 OS 13 T1H
,// `v �\ \�1 DNA INGNO: SCALE: FBPE BUILDING IRKS,INC
0 \ EHORIZA ION NO.
''a/�y B �yp,)yyT$1� PA-0003 N.T.S. yy, AUTHORIZATION N°.195T8
JBB EAS/ADMA�ryI BEACH B��y7gOD�91E JJB SHEET: ftEV:
FBPE CERT.Oi�A ORfZAIIDN N0.29578 BY DATE DESCRIPTION REV 8 OF 11 _
DESIGN PRESSURE LIMITS FOR MULUON:2"x4"-ON E-WAYMUWONS MULLION
SPA TRIBUTARY WIDTH'W'(IN.) 2.000"
(IN.) 24 30 36 42 48 53.125 S4 60 I~ MULLION
24 2 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I
48 200.0 2 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -llll.
60 200.01200.0
00.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
72 200.0 00.0 2 2000. 200.0 197.0 198.0 196.8 190.1 I I
84 200.0 195.1 .4 146.6 132.5 123.5 122.2 114.8
96 200.059.0 129.1 109. 95.9 85.9 79.5 78.5 73.0 4.000"
108 146.711.1 89.9 76.0 59.1 1 54.4 1 53.7 49.5 ONE-W ULLION DIAGRAMS
;000e
DESIGN PRESSURE UMITS FOR MULLION:2"x4"-TW - VMULUONS I ��
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 1 30 36 42 48 SLI27 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 SS 200.0 0.250" MULLIO
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 .0 2" X 4"MULLION
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 15.
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
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 W1+W2
108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH 2
TWO-WAY MULLION DIIA-GRAMS-I
TABLE NOTES:
1. SEE SHEET 1 F N CTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR I OLATION EEN LISTED WIDTHS AND SPANS 15 ALLOWED.
3. SEE T HEET FOR SPECIFI LLION DIMENSIONS.
4. 5 EET 3 FOR SPECIFIC CLIP D SIONS.
5 NCHOR REQUIREMENTS:
•WOOD:N14 WOOD SCREWS
QUALIFIED ANCHOR CLIPS CO CM
TW NS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT 0 2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMEN -1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 O BE MEDIUM WEIGHT CONFORMING TOASTMC90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"& E DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
-METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND LSTRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALU 6063-T5.
0 0 0 0
2" X 4" X 3 3/ -CLIP
\ / REVISIONS '. rE�� STEMS
ALUM] 6063-T6OM5 OF_SY
\ O / EAST
•'MUS SED IN PAIRS ERN METAL SYPPLY
FT MYERS, 33912
Q. � � � -_`. t-U 1.t1HUt-f nN 1 wwa I-0]]d01 2190
TITLE: HVHZ CLIPPED ALUMINU BE MULLIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 6 S A r VERTICAL AND HORIZONTAL IGURATIONS
OF 2"x 4"MULLION
TYPES AND DIMENSIONS. ]C ' �/ DATE:DRAYRJ DY: PREPARED DY:
_O LOP'.•' Q/
02 OS 13 TJH
'///�S• • �G\\�`` .-NG NO: SCALE: SUILD OPS,LNG
.{� $Py gH•0R(}R3�77g� FBPEEER OF
398 EASYL7Ipp BEACH BlI,,yypl�9TE s3a PA-0003 N.T.S. 'i. � AUTHORIlATION 5]8
DANIK b(Awl FIl 130D4 py p"� DESCRIPTION REV SHEET: REV:
FOP E OMT.OF ADTRORIZATON ND.29578 9 OF 11 -
-�( 2.000" MULLION
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS
SPAN TRIBUTARY WIDTH'W'(IN.)
MULLION
(IN.) __247 30 36 42 48 53.125 54 60
24 200. 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 oor
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200. 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
60 2D0.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0% 00.0 200.0 197.0 188.0 186.8 180.1
89 200.0 200.0 200.0 171.5 157.6 148.7 147.5 140.1
96 200.0 2D0.0 186.8 161.E 44.1 131.3 123.0 121.8 114.E ONE-WA ULLION DIAGRAMS
108 200.0 197.0 162.7 140.1 112.6 104.9 103.8 1 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO- ULLIONS MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) MULLION
(IN.) 18 24 30 36 42 48 53.125 60 -1 rt
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200. 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.
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 _
84 200.0 200.0 190.1 150.1 128.7 112.6 101.7 100.1 90.1 0.250" I-"�I-•.-I
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 ' 6"M U LLI O N
108 2D0.0 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 AL LIM6005-T5 TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl2 W2
2
TABLE NOTES:
1. SEE SHEET R INSTR NS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEA ERPOIATIONBET LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED ANCHOR CLIPS 3. SE 5SHEET FOR SPECIFICM NDIMENSIONS.
4. SHEET 3 FOR SPECIFIC CLIP DIME NS.
ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
0 0 0 0 -CONCRETE:1/4"ITW TAPCONS
-METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
-WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1 EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF "&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"&ED STANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
-METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND LSTRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
2" X 4" X 5 " L-CLIP �o`'>� F. `'o,, REVISIONS EASTERN-II,IITE=1RF51'LSTEMS
\� • .r O /I A�'�II i a i!ff EASTERN METAL SYPPLY
A NUM 6063-T6 �� /i I�;,A -• 16341 DOMESTIC AVE. -
T BE USED IN PAIRS :'�\ E S p� ;;qM»o ® „ FTMYERS,FL33912
N .7 "7 M A d�. ILT -2,98
E:
•.,�, = HVHZ CLIPPED ALUMINU BE MULLIONS
d S A VERTICAL AND HORIZONTAL IGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP OF 2"x 6"MULLION
TYPES AND DIMENSIONS. '.SOT F InQr:' !41, DATE DRAWN BY: PREPARED BY:
///,�S\ •• ��'\`\�` DRAWIOG NO
13 SCALE:T1H BUIIDI OPS,INL
H FBPECER EOF
% PA-0003 N.T.S. E AUTHoarznnoN s7a
_ 398 E ACtMtFIAA BEACH B�iV3g0W 33B SHEET: REV:
PBPE LERT.OF UT. 7ANON NO.29578 BY GATE DESCRIPTION REV 1D OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL
SPAN'L' MULL
'Wl' 'W2' —�{ � SPAN'L'
MULL
SPAN'L'
W3'
'W1'
'Wl'
17777/
MULL
SPAN'L' �PER I VA L P", 'W2'
'W2'
HORIZONTAL MULLI i Fz ON HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wl' 'W2'
I— MULL MULL
SPAN'L' SPAN'L'
Wi.
� W�
i
MULL
SPAN T'
'W2' 'W2'
LLL===ujj I
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
\\\� ���i REVISIONS EASTERN ARCHDEcruRAL sysT'us
,,\ I o _,._ Eastern ADNIB�NGP
NOTES: �� •• EAsr£NNue "u PLY
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT �� ' \ E S Q �i q"M u,�Y� 16361 DOMFST CAVE
.••'V a a�...�,,.:7�.�"::tea„.,...... ianiRS FL3 9L2
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
7 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAYASSEMBLY 7t N � '• nn' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. U S A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. 70 F ` MULLION ASSEMBLY AND LOAD EXAMPLES
�.•• OAT'DRAWN BY: PREPARED BY:
02 OS 13 TJH
BUILDING DROPS,INC
I�f is 1/11D. DRAYfWO NO: SCALE: �F FBPECERTIFICATEOF
]BB / A[�I�T EACH��q�, 33B PA-0003 N.T.S. AU THORQATIONN0.29S78
OT.OF 11]DDI BY DALE DESCRIPTION REV sHEET: REV;
FBPE CFRT.aF AUTHaR¢ATaN No.2cs7e 110E 11