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���'•Product Approval ��v
i r� ,, ,USER:Public User / (S
Product Approval Menu>Product or ApplLcptlon Search>Apolicatlon Lis�t�>rApp'`l atl-o Detail a Qy►.®
FL# 7472 R6-i ®�
Application Type Affirmation
Code Version 2020 € il' �® �cp
Application Status Approved
*Approved by R.Approvals by DBPR shall be reviewed and
ratified�b.yt+�he5l DE O&and/or the Commission if necessary.
Comments RECEIVED
Archived
APR 19 2021
Product Manufacturer Eastern Architectural Systems
Pirmittmg C�a?artment
Address/Phone/Email St. Ludo C.Qullty 16341 Domestic Ave.
Ft. Myers,FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@eastern metal.ccm
Technical Representative Timothy J. Hoard
Address/Phone/Email 1003d 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 n4 �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
I
i
i
OYes C;No ON/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 Approved 12/18/2020
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 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
pressure rating Verified By: Hermes F. Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-11 pdf
Created by Independent Third Party:Yes
.i' 17472.2 HVRibi ed Aluminum Tube Mullion tHVHZ Clipped fle pp , , Aped Aluminum Tube Mullion Vn ertical,:Horizontal,T
and X Configurations
Limits of Use _ Certification Agency Certificate
I Approved for use in HVHZ:Yes - FL17472 R6 C CAC EAS 622-101CAR.PDF
f Approved for use outside HVHZ.Yes FL17472 R6 C CAC EAS 622-102CAR.PDF {�
aE Impact Resistant:Yesj [.----E FL17472 R6 C CAC EAS 622-103CAR.PDF t
Design Pressure: N/A FL17472 R6 C CAC EAS 622-1O5CAR PDF
Other:See drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 622-106CAR PDF
4 pressure design rating E, 9 P 9 Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions i
FL17472 R6 II PA-0003 SS 2018-02-14 pdf 1,
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
F1_17472 R6 AE PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Hack
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.C2Udght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen :;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 emails
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:
.Cre�11t hard
Safe
Document Title: Doc No: FRIVI Rev No: B1-02
4 Structural Performance 7 Page: 1 Of., 1
SYST
CERT/PICdt'T10TJ S.IN4.
Certification
.Authorization Report
Required By: PRO B1-03
CAR& Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
I
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 Ms�del�1"x4."Aluminum MullionH/V/T/X ,
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature: Keystone Certifications, Inc.
201 8.02.1 6 145 Limekiln Rd. Suite 100E
r New Cumberland, Pennsylvania 17070
11 :3 7:01 -05 00 Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTON ECERTS.COM
�YST+I�N� Appendix 1 CAR No:622-103.0
Expiration Date:7/18/2018
3
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
1"x4' !,pTinum_Mullion, Horq/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 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
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 j 72.8 j 58.2 j 48.5 41.6 36.4 .32.9 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
EASTERN ARCHITECTURAL SYSTEMS .
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: -'Wl'—�{ 4 'W2'� r'Wl't'W2'l
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. 4 / �� / �� p MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. �� * M SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP,
RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADSTOTHE TYP
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN T'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLIONn,P fol
SPEC IFICSITE.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 y
WT
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE R �/ �/ER. /
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-TS(AS NOTED)
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL M 'W1.
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH ED11ION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL"'T" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. —�
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
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. 0
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
Z - MULLION DETAILS IF ASSEMBLY TYPECANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 0 'Wi'
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/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
S - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
6 1"X 3-1/8"(LIGHT)MULUON DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES \\\\ / REVISIONS EASTERN ARCNITECTURAL SYSTEMS
9 - 2"X4"MULLION DESIGN LOAD TABLES \�\���5 F.
0 1Q 1 JWE4.49ferw EasTERA ON ErAL°syPPLY
10 - 2"X6"MULLION DESIGN LOAD TABLES �/ % 'A : T 11311DON!13T]AE
',wr FT NRER3,FL 33932
11 - MULLION ASSEMBLY AND LOAD EXAMPLES �• (�J 7 1
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
O T.T C VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
i �T,,[[��•. ( OQ;:•��/ DATE:DRAWN BY: PREPARED OY:
�I�\•Sl•.••.•••.•.'•_\G� �` 02 05 13 TJH BUILDING DROPS,INC
/ \ \ DRAW WD NO: SCALE DigilBlly signed by Hermes F.Norero,P.E. ��® ,a�Rco \� SM 2/6/18 6TH ED.FBC UPDATES 1 .# FBP RIZATI N NO.
Date:201.0 approvingt9sdDOUlnent pt� PA-0003 N.T.S. ?Lny? ALmIDR¢An°N xO.us e
Date:201B.02.7415:50:49-05'00' ��E Wa
Oµ,A _rt�pDy sREET: REy: -
FBPE CERT.OF AUT GRUXBON W.mB7B BY DATE DESCRIPTION REV 1 OF 11
12.000" 1--
0.250"
--{ 1.000" 1.000'
I 6.0001,
0 0.250 .250"
0.125" � 0.125" �5 4.000 4.000"
5
0.375" 0.625" 012 .: 0.250" 0.250"
I .
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" " 2"X 4" 2"X 611
MULLION MULLION MULLION MULLION, MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS" QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
i
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
��� S F..N / REVISIONS a� �L yy EASTEaN Aa°N"Ecalau sys7ENs
E 0R /i/I all►—/ Ei'�I�J�LJr E. 1,,En1TAL°Sr y
% Q as A.1;1 w
w..o uouww RMVE115•FL33913
^ Ho.vitiv� 14774DI-9190
* 7 *r HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
T T Z MULLION CROSS SECTIONS
•OQ;.`` `� onTE:°anwN By PaerrnaE°°r:
•-••• •,,`�\�� OMWNOG NO:S 13TJH BUILDING DROPS,ING
' ®.'E''S"ais��A���` PA-0003 N.T.S. AUTHORIZATION° O.29578
WEOF
age EASE o iE 61V0:sm au
aBPE DDv�OP�w>N�wU%33004
n .a9s73 er oA7E OESCRIPnON aEv sN 2 OF 11 aEr
�4��� �4R�
0 0 K25" 2.25" � 0
' 0
2.25" 1.75"
2.625" 3.3I75'
0 0 1 2.25' 0 0 2.25" o
4.625" 5.375"
/ 0.12_S" 2"
2.25" � 0.125" 21, A
0.125" 2" L-0 0
1 � z.zs°
2" X 5" X 2 1/4" L-CLIP 2FF X 5" X 13/4FF L-CLIP 7
iz�s"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 0. z"ALUMINUM6063-T6 �
ALUMINUM 6063-T6 T—
2" X 4" X 5 3/8" L-CLIP
10.46"
ALUMINUM 6063-T6
2.50.1 0.722"----I I�
2.25" 0 0 2.242.
� � O � 0.722"� �. 10.46"
(\ 2.25" 0 2.25" �o
0 0 1.75' 2.335" 2.25"
C\J
0 2.25" 0 25"
0
I 2.25" 0 0 0
0.188" //\ //\
1.25" 1 -T -T 0 2.25" 0 2.25' o
—L 2.125" 2.125"
T� H
10 15/32" X 2 1/4" H-CLIP � � � �l 1.25" �l8„
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-T6
ALUMINUM 6005-T5 ALUMINUM 6005-TS 10 15/32" X 1 3/4" H-CLIP
ALUMINUM 6063-T6
8.25"
ir2.25" 2.25" 2.25"
0 0 0 0
2.625"
\\\\\"S F. �I� REVISIONS v
EasTEaN ARDHn of srs
0 0 0 . �� ..!Yo Eastern EABTERN METALBYPPLr
�\ ••• 36MIDOMERTICAVE D.125" •�O i �✓'"'y^ ii,:n .avn FT MYERS,FL33M
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" 1 * * - VERTICAL AND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
• A;•• DATE:DRAM BY: PREPARED BY:
8 1/4" X 3 3/8" H-CLIP 02 05 13 TJH "'
'��s•• `� \` OMWpV0 N0: SCALE BUILDING DROPS,LNG
ALUMINUM 6063-T6 ��'L ry_x_�q-uh't®�V. ` \\ /'� FBPE[ERTIFlCATE OF
3se FAST ORMAA FL�338 PA-0003 N.T.S. 4 .X, AutxoRrranDN ND.aBnB
FBPE mT.aF"u ORO%iim xo.susm er DATE DEscRiPnDN 3 OF 11 REr
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
6-30) 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
EDGE DINT. 6-10) EMBEDMENT 6-10) MULLION,TYP.
CONCRETE OR a
MASONRYBYOTHERS A a
CAULK BETWEEN e a d ° MULLION CLIP
CONCRETE MASONRY&1X °•.°, d a 11/4"MIN. 3/4"MIN. ° EXTERIOR TAP
/ ° EMBEDMENT EDGE DINT. •a. .
WOOD BUCK BY OTHERS
----- — -- 'U'CLIP
TYP.
a
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS- a
CAULK BETWEEN a
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP.
2X WOOD BUCK a, ___
EXTERIOR INTERIOR BY OTHERS ° _MULLION
INTERIOR
i ® HORIZONTAL,SECTION
_MUPLLION 4 T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDEVIEW
VERTICAL SECTION 4 JAMB-ZXWOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i INTERIOR
MULLION EXTERIOR INTERIOR
TYP. NOTE MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION&CLIP ASSEMBLIES.SEE
VERTICAL
SHEETS 6-10 FOR ALLOWABLE MULLION
CONFIGURATIONS,SIZES,AND DESIGN MULLION,TYP.
( MULLION CUP PRESSURES.
TYP.
(j)HORIZONTAL SECTION
X-MULLION INTERSECT DETAIL
• 'd n SIDE VIEW
a 11/4"MIN.
d• ° EMBEDMENT
PRECASTSILL .a ° ``����15 F E�����i REVISIONS ®�� p� E^"TEPN-CiN�l=F Srs� S
BY OTHERS \\ �E yo �ii Eastern EASTERNMETALBYPPLr
....•.• R ER3.FL33911�
INSTALLATION ANCHOR
�'O w. a I�<oisieG
(SEE NOTES SHEETS 7 TRLE:
- * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6-10) 21/2"MIN.
EDGE DISTANCE T T _ VERTICAL AND HORIZONTAL CONFIGURATIONS
� VERTICAL SECTION INSTALLATION DETAILS
OATB:oRa NET: PREPARED L
11 . 02 OS 13 TJH
' .....•' • \' BUIU]INGOROPB,IOC
4 SILL-CONCRETE/MASONRY �� • C'l \\ ORAWWGNO: SC.ALB � � FBPE CERTIFlCATEOF
SIDE VIEW-VERTICAL �i� ••° \\ I PA-0003 N.T.S. 6 AUTHORIMMNN0.nOg
J9B u�. WxBIL@� J3B SHED: REY.
FIVE MT.OF AUTigTUTON N0.]BSTB �� OEBORIPTgN REv 4 OF it
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
TYPICALASSEMBLY SHOWN WITH 1"x31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
REVISIONSADIVI FhSTERNARCNIISIONOFL sysrEMs
16 11 DOMMCAVE.
:•/'•• j Q E A ..w•. u...uoun♦ WEPS.t.33M
_ N � T tn•Hu o..v,•,vt_ 1-1Q1.
* * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
=•9 - T T a = VERTICALAND HORIZONTAL CONFIGURATIONS
7� 4i 7 MULLIION AND CLIP ASSEMBLY DETAILS
DR MBY: PREPARED FIY:
��i�fc -''••••••''`(jam=��� 02 OS 13 TJH
DR—WON0: SCALE BURDINGOFICAT INC.
� P•�'�1.rsn6Avv PA-0003 N.T.S. 5 Alm oewMnoN NO.M57e
sSe EAST o , fpf BIVO'SM 3M
Et>PE etRTMn'AGTNaRMON o.zovn Gr oAre DESCRIPTION �' SNE S OF 11 REv
= MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ONE-WAY MULLIONS
SPAN V TRIBUTARY WIDTH'W(IN.) �,; 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 0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1
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 4.000" --I
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 2
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 74.2 60.1 -50.5 44.3 1 39.5 1 36.3 35.9 33.1 i£(
! 3
DESIGN PRESSURE U MITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) # _ 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 4" MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 zoD.D 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 il
JII-
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 TRIBUTARY WIDTH= Wl+W2 _
96 138.2 103.7 82.9 69.1 59.2 51.9 46.8 2 _
108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 ��•"�
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:#14 WOOD SCREWS
•CMU 1/4�,ITW TAPCONS"
'•CONCRETE:1/4"ITW TAPCONSµ
QUALIFIED ANCHOR CLIPS =�rvlETac'1/aSELF-DRILCINGSCREWS(GRADE5)
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.CONFORMINGT0.ASTM-C90- -
0 0 0 0 -CONCRETE ANCHORS SHALL HAVE A MIN:EMBEDMENT OF 13/4'&EDGE DISTANCE OF 2-1/2 CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI
METALANCHORSSHALL"HAVEAMfN (3)THREADS PENETRATIONBEYONDMETALSTRUCTURE.STEELSHALL�BE�MIN.
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
II II II O O O O \ /� REVISIONS" EASTERN ARCHTTE=RAL SYSTEMS
2 X 4 X 3 3/8 L-CLIP o` ES F.No <� E���` ,,i jj A°MSION°F
\ I EASTERN METAL SYPPLY
81/4" X 3 3/8" H-CLIP e ,F ® 16M DONIBTIC AVE.
ALUMINUM 6063-TI J p �d7t.O4 A ovm eR:
+• ALUMINUM 6063-T6 �; p FTMYER,F190
MUST BE USED IN PAIRS �/ new. I-0nam.z�9a
7tY•.'... T�IIE.
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T T L Q = VERTICAL AND HORIZONTAL CONFIGURATIONS
1"x 4"MULLION
NOTE:SEE SHEET FOR SPECIFIC CLIP T :, C�2U�\� DATE DwvNOr: PREPARED BY:
TYPES AND DIMENSIONS. �FS `G�\\\ 02 OS 13 TJH f BV.NGDROPS,INC
�� / `\\ ORAWWG NO. SCALE: FBPE CERTIFICATE OF
MI P. 0.7 % PA-0003 N.T.S. f„.g7 AaHORIZAMN NO.29579
398 EAST D/J(IAI�A�II BIQI.:STE.338 SHEET: REV:
iBPE Oµl�A-CUTMH FLRAT3M ND.19578 BV DATE DESCRIPTION REV 8 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'
W l'
'W2'
L MULL
10
SPAN'L' / \ W2'
'W2'
LL-1 1-1 00
\ LZ
HORIZONTAL MULLION HORIZONTAL MULLION \
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wi' --[— 'W2'
MULL MULL
SPAN T' SPAN'L'
\ Wl. WI l
77
i
MULL
SPAN'L'
\ 'W2' 1W2'
LllLL==Ull' :�JIL=A
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
` `����$F.rNOR� / REVISIONS _q� aw7 te/ eAsm�N AA NNeM aysFeMs
NOTES: EASTERN METALSYPPLY
•, // 16MI DOMEMCAVE
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT Tom; N 7 /'�� ,,Q w, 4.off R Ea5,FLM912
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. M�u aneaisi90
nnE:
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. O VERTICAL AND HORIZONTAL CONFIGURATIONS
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. T MULLION ASSEMBLY AND LOAD EXAMPLES
DATEOMYMBY: PREP DOY:
w 02,05 13 s T1H
DaA BUILDING DROPS,INC
NQ7 PA-0003 N.T.S. � ' AMCi M NO:29578
JBD EAST D $ApI BASTE 1Ta
FHPE 0 Oi UA_CTM31�iL� N0.susTa By DAre oescalPrroN — 171;OF 11
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
v A Perfect Solution in Every Drop! Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions i
for
Florida Product Approval
L
Report No. 5505
6th Edition (2017) Florida Building Code
Method: 1—A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Q ped AluMfi um
Tube'Mullions
Material: Aluminum 6005-T5 &6063-T6 V
Prepared for:
Eastern ArchitecturalSystems
161 Domestic Ave.
Ft Myers, F .33912 `����►ii►rrri�
Prepared by: • % .,��
Hermes F. Norero, P.E.
0. 7 r
Florida Professional Engineer#73778
Date:02/06/18 TtT .?
' T
Contents:
� •'••.,:....••.•
Evaluation Report Pages 1-4 '�S/0NAI-� %�```
Digitally signed by Hermes F.Norero,P.E. Hermes rOlwieM, P.E.
Reason:I am approving this document Florida No.73778
Date:2018.02.14 15:47:48-05'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505
Certificate of Authorization:29578
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method 1a
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 6th Edition (2017) Florida
Building Code.
See Installation Instructions PA-0003,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated.and is in compliance with the 6th 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 6th Edition (2017) Florida Building Code and does not require an impact
resistant covering. Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a-licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the 61h Edition (2017) Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Eve Drop! Date: 02/06/18
57
Certificate of Authorization:29578 Report No: 5505
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications,Inc. (FBC Organization#:CER1523).
Referenced Code Sections:
1. '1709.8 of the 6th Edition (2017) FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report#:CTLA 301OW-4 Report Date: 07/18/14
Report M CTLA 3010W-4A Report Date:07/18/14
Report#:CTLA 301OW-5 Report Date:07/18/14 .
Report M CTLA 3010W-5A Report Date:07/18/14
Report M CTLA 301OW-6 Report Date:07/18/14
Report#:CTLA 3010W-6A Report Date:07/18/14
Report M CTLA 301OW-7 Report Date:07/18/14
Report#:CTLA 3010W-7A Report Date:07/18/14
Report#:CTLA 301OW-8 Report Date:07/18/14
Report#:CTLA 3010W-8A Report Date:07/18/14
Report#:.CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3010W-9A Report Date:07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization#: CER1523)
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FL#: FL1747a
A Perfect Solution in Every Drop!
Date: 02/06/18
- Certificate of Authorization:29578
Report No: 5505
Installation: 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
For,concrete ormasonry substrate where one by(1Xj, nonstructural,wood bucking is
employed, use 1/4"diameter ITW Tapcon type,concrete screw anchors of sufficient
length to'achiev,e'minimum.embedment of 1.25" into concrete or masonry.
C.""For concrete,or masonry subgfrate where'w bd bucking is NOT employed, use
diameter ITWTapcon type-concrete screw=anchorsof.sufficientlength to achieve
i
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