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zi� _". a � ,�
01
Application Type Affirm'-on
Code Version 2020 MAY 4
Application Status Approved
ST. Lu ie
*Approved by DBPR. 86i�d and
ratified by the POC and/or the Commission if
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
0I 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
.;Yes ..,No N/A
FL17472 R6 COC SA17472 SS 2020-12-07.12_df
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,Plumber 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 2019-09-11.122d
Created by Independent Third Party:Yes
17472 2 HVHZ`Chppeij'Aluminum Tube Mullion HVHZ-Clipped Aluminum Tube Mulhon.Vertical,.Hor¢ontal T
w __x and X,Conflgurations; `
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 622-102C6R.PDF
Impact Resistant �Xes' i EL17472 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 SS 2018-02-14.pdf
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-1.4.122f
Created by Independent Third Party:Yes
Clack Akr..xC
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.&BRY..I ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
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:
Safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: W1' 13 r'Wl'—}�'W2'�{
4
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) I I
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 MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. 0 0 SPAN T'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP, // �\
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYF I
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAR!
S. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNEDAND ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E
/� 'L'SPAN MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA MULLTIYOP �/ �/ JA� \ �'
SPECIFICSITE.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-HVHZAREAS.IN HVHZAREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. 0
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) 0 ¢
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �� �� !K IW11
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION Lt
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYPICAL
MULLION
4 pip p �/ HORIZONTAL
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. 1 Y PICAL MULLION ASSEMBLY HORIZONTAL"Ttt MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. Jtl
2. CHOOSE A MULLION THAT PROPERLY FITSTHE 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 F
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. {C 'W1.
• SEE SHEET 11 FOR CANNOT
BE DE LOAD EXAMPLES. 1y
2 - MULLION DETAILS � • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 - ANCHOR CLIP DETAILS 4. VERIFYTHAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 01
4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. I�� p�
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
B - 1"X 4"MULLION DESIGN LOAD TABLES \ /
\\ // REVISIONS Ens>Erw ARCHn£CIURAL SY3TEMs
`\\ ES F. O //� Eastern
ADMSION OF
9 - 2"X 4"MULLION DESIGN LOAD TABLES `��� ., � ��� ® EABTERN MET sYPPLr
•' / 1 26341DO CAVE
10 - 2"X 6"MULLION DESIGN LOAD TABLES ,r�.�,'S+ {�� -`<'^ ,,,,„ ,,,,�,,,,,,» FT MYER9,FL33912M
...,«u a.vuav ran.normeB
11 - MULLION ASSEMBLY AND LOAD EXAMPLES T_ 5 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T �' VERTICAL AND HORIZONTAL CONFIGURATIONS
4/1 GENERAL AND INSTALLATION NOTES
DATE DRAWN BY: PR-BY:
... ���� 02 OS 13 TJH
"'. _\�/ BUPE CE DROPS,INC
DRAWING NO: scA - FBPE[ERTIFICATEOF
Digitally signed by Hermes F.Norero,P.E. /i�Blpt'ApGA®AV�aggERa \\\ LSM2/6/18 6TH ED.E9C UPDA7E5 1 pA-0003 N.T.S. j- AMORWTION NO.295]8Reason:I am approving this document 393 EAS]D/JM1R j,11 Date:2018.02.1415:50:49-05'00' DANu BucRYjt8sf33eREv:W3T.OP AUTHOfBUTiON DEBCRIPTION REV 1 OF 11
2.000"
0.250"
.aoo �{ 2.000" f--
�{ 1.0001, a 1.0001,
�0.250 0.250" 6.000"
0.125" 0.125" 4.000"- $ 4.000"
3.125" 3.125"
I
0.375" 0.625" " ..0:250" o.zso" 0.25o"
1"X 3-1/811(LIGHT) 111 X 3-1/811(HEAVY) 1"'X 4" f 2"X 4" 211 X 6"
MULLION MULLION MULLION. MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEETS FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS,s QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
s F. 0�!�i� REVISIONS VIOR
EABTERN A"DMSION OF BrsrEMs
Eastern FASEERN METAL SYPPLY
IT- I.FL33112
�ls `.0 • M,P'w�.� n'rnv» TMERS.FL33912
+an<B+a+eB
7 T—
* HVHZCLIPPEDALUMINUMTUBEMULLIONS
ti Tf1T VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION CROSS SECTIONS
i 0 ':9( DP.: <u DAE DRAWN BY: PRI—REDBY:
02 OS 13 TJH
BUILDING DROPS,INC
DRAWING NO. SCALE FBPE CERTIFICATE OF
,]
�111ttXXCC11 p'�tI N0B7 �� PA-0003 N.T.S. ':�' AURIORIZATION NO.295TB
398 EASTFCD $!N1HQ3]b.51E J38 SHEET:
DANIA B Ft 33004 By DATE: DESCRIPTIONEV 2 R OF 11
FBPE CENT.DF AUTN=ZATWN N0.2B-8 -
o 0
0 0 7 2.25" 0 � 2.25"
2.25"
1.75"
2.625" 3.375" 0 2.25" ° 0 225" o
4.625" 5.375"
0 0
0.12 2'
2.25" � 0.125" 2"
0.125" 2" � Il � Lp p
11
2" X 5" X 13/4" L-CLIP 2.25" --
2" X 5" X 2 1/4" L-CLIP ALU M I N U M 6063-T6 0.121 " 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM6063-T6
ALUMINUM 6063-T6 I
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"— ]
2.25"
p 2.2 o 0.722"� 10.46"
n2115" 0 2.25"2.25" 0 0 215" o 1'75 2.25'� 0 0 0
0.188" H—T U—T �2,25"
.25'. 0 .25" o
1.25" —1 2.125" 2.125"
0.188"
T 10 15/32" X 2 1/4" H-CLIP 1.25"
2 1/4" U-CLIP 13/4" U-CLIP
ALUMINUM 6063-TG ALUMINUM 6005-T5 ALUMINUM 6005-TS "
10 15/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
8.25"
2.25' 2.25" t 215'
0 0 0 0
2.625"
�. //// REVISIONS �ID� E Mtl,l AADNSIO.YOFLSYSTEMS
� � �� EASTERN METAL SYPPLY
�.aar'w onw »n n'ox: 1 MYE O FL339U
0.125" ` �••�1�• Ff MYER6,GL33912
n f7 llU' HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" `vim, VERTICAL AND HORIZONTAL CONFIGURATIONS
egT n n O'••9( pP;' <U CLIP DETAILS
8 1/4 X 3 3/8 Y f—CLIP � �I�� •••....•..• \�\\ 02 05 13 ATE D��T1H PREPARED DY:
ORAWINGNO: SCALE ` RUILE IFI P ING
ALUMINUM 6063-T6 // \\ FSPE CERTIFICATEOF
€eo"-'A da-r�e\\ PA-0003 N.T.S. ,: q auTxDRlunouND.usre
365 EASTANIA®BEAp{$LIA. JJB SnEET: REV:
fT3PE MIT.OF AUTNOWUTON NO.29578 OY OATE DESCRIPRON 3 OF 11 -
INSTALLATION ANCHOR
(SEE NOTES SHEETS INSTALLATION ANCHOR INSTALLATION ANCHOR
2 1/2"MIN. (SEE NOTES SHE 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
6-101
EDGE DIST. 6-10) EMBEDMENT 6-10)
MULLION,TYP.
CONCRETE OR 4a
MASONRY BY OTHERS
CAULK BETWEEN ° a '4 ° MULLION CLIP
a. ° Q '° 11/4"MIN. 3/4"MIN. ° EXTERIOR P.CONCRETE/MASONRY&SX a EMBEDMENT EDGE DIST. o
WOODBUCKBYOTHERS � ----- — -- 'U'CLIP
TYP.
c
t��l X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS °
MASONRY BY OTHERS
:a •
CAULK BETWEEN
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP.
. I I
,Q
2X WOOD BUCK pg /� p�EXTERIOR i I INTERIOR BY OTHERS ° . MULLION
INTERIOR TYP. ® ®RIZ®NTAL SECTION MULLION (� T-MULLION INTERSECT DETAIL
NP• C HORIZONTAL SECTION SIDE VIEW
R VERTICAL SECTION JAMB-ZX WOOD BUCK
HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
I
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
EXTERIOR INTERIOR
MULLION NOTE
TYP. MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION&CLIP ASSEMBLIES.SEE
VERTICAL
I I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CLIP PRESSURES.
� I TYP.
E HORIZONTAL SECTION
a• .e X-MULLION INTERSECT DETAIL
° a n SIDE VIEW
° 11/4"MIN.
d . ° EMBEDMENT
PRECAST SILL 'a ��� FJJ�/� REVISIONS �#�®�pp� FnsTERNAnom ION OF� s
BY OTHERS a �JV(�ESF' O ��i� WFP�
a�BISSBYffi!9 MML�� 16341DOMESFICAVE.j. FTNTLERS,FL33912
INSTALLATION ANCHOR S; �y pSEE NOTES SHEETS 7 +anwwm90
TIT
(SEE( HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6-10 21/2"MIN.
% VERTICAL AND HORIZONTAL CONFIGURATIONS
EDGE DISTANCE -O T T +� = INSTALLATION DETAILS
A VERTICAL SECTION %gyp • Or-. ��` DATE DRAWN BY: P. ED BY:
q T LRW
S 13 T1H
°6 ING DROPS,INC
SILL-CONCRETE/MASONRY �i \� FBPECRTIFICATE OF
i G DRAWING sca a <�
SIDE VIEW-VERTICAL r p F Q�l.�y `�� PA_"
N.T.S. A ORRATION NO.195)B
O95 DANIA A EAM b1W1�555 REV:
FBPE CERT.OF ABTHORRATION NO.29598 BY �� OESCRIPRON 1
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
F. //I REVISIONS > EASTERN AADNI5�10 OF V9TEM5
�nL�` r EASTERN METAL SYPRY
C_ ) E.
/C) A w �n��� FTMYERi FL33912
* 7 "`;`y< HVHZ CLIPPED ALUMINUM TUBE MULLIONS
q VERTICAL AND HORIZONTAL CONFIGURATIONS
[Tj_T�9 /�''' MULUION AND CLIP ASSEMBLY DETAILS
O •••9� oP•: �y ` DATE DRAWN eY: PREPARED-
'� G\ � 02OS13 TJH11
DIN
D INC
RAWING NO: MN
CAIE BUILG DROPS,
OF
DIN CERTIFICATE OF
PA-0003 N.T.S. AUTHORIZATION NO.29578
198 EAST DAPPIII6�11$N BIJ]DOt STE]39 SREET:
5 OF 11
REV:
DANIA BEANO FL BY pA- DESCRIPTION REV _
iRPE CERT.OF AUTiORIIATION N0.2BS]8
MULLION
DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ON E-WAYMULUONS YI 1.000 MULLION
SPAN T TRIBUTARY WI DTH'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 1 0.250" {
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 )
200.0 200.0
200.0 200.0 200.0 200.0 200.0 200.0
200.0 200.0 200.0 181.5 161.6 147:9 139.7 138.6 132.6
o 1 4.000"
2000 1599 130.4 111.2 98.0 88.5 82.5 81.7 76.7 ! ONE-WAY
NE- AY MULLION DIAGRAMS
86.3 73.2 64.1 57.4 53.1 52.5 48.8.1 39.58 60.1 50.8 44.3 36.3 1 35.9 33.1 I
DESIGN PRESSURE OMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS I
SPAN T TRIBUTARY WI DTH'W'(IN.) g MULLION
0.250` MULLION
(IN.) 18 24 30 36 42 48 53.125 54 60 iJ+1 X4" MULLION I J-
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 gLUMINUM6005-TS
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 - ...,.,.._ -._�- -TRIBUTARYWIDTH= Wi+W2
ILI
96 138.2 103.7 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:#14 WOOD SCREWS
•CMU 1/4',ITW,TAPCONS
•CONCRETE:1/A"ITW TAPCONS Ii
QUALIFIED ANCHOR CLIPS `'•METAL:1/4""SELF=DRILLINGSCIREWS(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.0 90 ,__,..._.,._. _v_ ___._.___ __, .,.•_ _ ,._.._,
0 0 0 o j •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 P.5I.
METAL'ANCHORS-SHALL HAVE�4-MIN.(3)THREADS-PENETRATION BEYOND METAL STRUCTORE."STEELSHALL BE MIN a.,
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
O O O O \\1 / REVISIONS P�sTEwu ARD"rrEcnlRu srsTE'"S
2" X 4" X 3 3/>3" L-CLIP \\�Es F. ���' ��'�f` , 'Bl EAGMINMIEfALSYPPLY
1®4" 3t 3 3/�" H-CLIP e F -,
` n- S J1.33CAVE
ALUMINUM6063-T6 � '•�Si � '•1'P �,a",.,I�„
■+ ALUMINUM 6063-T6 :'�i '•,p «. A,a : F]MYER1,190912
MUST BE USED IN PAIRS sw• v ta]]am-ztso
/ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
-10
VERTICAL AND I"x4" ULLIONNFIGURATIONS
1"x 4"MULLION
O L O+':• DATE:DRAWN BY: PREPARED BY:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ?
••.,...•• 02 05 13 TJH
TYPES AND DIMENSIONS. �i S _\G \\ BOILEMTIFIO nOF
�� .C�..�. "' �` \\ DRAWING NO. BGLE FBPE CERTIFICATE OF
II P.AO pp \\ PA-0003 N.T.S. � 1 AV ORI]ATION NO.]9S78
3so EASIFLD ?f1 N�oBI�V�'SIE.J]6 SNEEf: REV:
iBPE WiT.IOF AUTIIXUUIION N0.29578 BY GATE DESCRIPTION REV 8.OF 11 _
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES-
MMUL
ULL 'Wl' —�}� 'W2' 5 ANLL'
SPAN'L'
MULL
SPAN T'
'W3'
'WI1.
1
,W2'
MULL
SPAN'L' / \ 'W2'
'W2'
LLI
Z/
HORIZONTAL MULLION HORIZONTAL MULLION \
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNITASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wl' 'W2-
MULL MULL
SPAN'L' SPAN'L'
,Wl. Iwil
MULL
SPAN'L'
\ / 'W2' 'W2'
H L J'L�=�Jj
VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
HINGED DOOR W/SIDELITE
F. O //// REVISIONS kY� EASTERN AR DMSION DRILL SY3TEM3
\� \,• EASTERN METAL SYPPLY
/� <1Oo.E cA 1. 163
NOTES: `�Q-,•• '• /F� _
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT I. 0 y4Q A. rvum �,ry:: FTMYM FL33912
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 81T-003 z eo
7w.. TITS HVHZCLIPPEDALUMINUMTUBEMULLIONS
2. IFTHE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY / * =CONFIGURATION VALUES. VERTICAL AND HORIZONTAL CONFIGURATIONS
Tr{T 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. MULLION ASSEMBLY AND LOAD EXAMPLES
0 ':9( pP,-' <U DATE:DRAWN BY: PREPARED BY:
13 T1H
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/RDM P.G N0.)��8,� PA-0003 N.T.S. : AIrtHORWTION N0,295)8
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FBPE CERTA.NIOF AUINORRAnSO�N�ND N578 BY DATE DEscalPnoN aEv 11 OF 11
BUILDING ®BOPS 398 East Dania Beach Blvd.
Suite 338
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
Productvaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# F 17 7
ReportNo. 5505
6th Edition (2017) Florida Building Code
Method: 1—A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
1 341 Domestic Ave.
Ft Myers, FL 33912 1111IBwJ
F' O
Prepared by:
O
Hermes F. Norero, P.E. _® 7
Florida Professional Engineer#73778
Date: 02/06/18 P -d • T T j
Contents: .
Evaluation Report Pages 1-4 �`a� S�0NA1-�Je ON
Digitally signed by Hermes F.Norero,P.E. Hermes JJ[�. Woe�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 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-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 6th 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
U I. I N FL#: FL17472
0A Perfect Solution in Every Drop.
Date: 02/06/18
{
�=-% 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 61" Edition (2017) FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization #:TST1577)
Report#:CTLA 3010W-4 Report Date: 07/18/14
Report#:CTLA 3010W-4A Report Date: 07/18/14
Report#:CTLA 3010W-5 Report Date: 07/18/14
Report#:CTLA 3010W-5A Report Date: 07/18/14
Report#:CTLA 3010W-6 Report Date: 07/18/14
Report#:CTLA 3010W-6A Report Date: 07/18/14
Report#:CTLA 3010W-7 Report Date: 07/18/14
Report#:CTLA 3010W-7A Report Date: 07/18/14
Report#:CTLA 3010W-8 Report Date: 07/18/14
Report#: CTLA 3010W-8A Report Date: 07/18/14
Report#: CTLA 3010W-9 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 #: CER1523)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING P FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50" into wood framing.
B. Tor concrete.or masonry,substrate Where brie by(1X), non-structural,wood bucking'is
employed, use 1/4"diameter ITW'.Tapcon`type concrete screw anchors of sufficient '
length to achieve minimum embedment of 1.25"into:concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve,
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate, use 1/4"Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions (PA-0003)for anchor locations, design load tables, and further
details of the installation requirements.
Design Pressure:
See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
Document Title: Doc No: FRS B9-02
Rev No: 7 Page: 1 Of: 1
Structural Performance
. A TO 3`30NS. Certification
CEFT'SY�"I� 1 tJ C.
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the 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 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 Pest Information:
Test Report No: CTLA-3010W 8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
2018.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :37:01 -05°00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
I
CAR No:622-103.0
I Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
1"x4"Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(10.) 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 72.8 58.2 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