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Pr Approval Menu>Product or Agpllcatlon Search>.8p I ti n L • p � Iatb(I` o(�C/�FL# ®�� FL17472-R6� �Application Typezffi2r0mafion
Code Version i
_ t
Application Status Approved °o`
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer ryEasternArchitectural Systems
Address/Phone/Email 16341'Domestic Ave. .
Fc Myers,FL 33912
(800)432-2204 Ext4305
jflesher@ eastern metal.coin"
Authorized Signature James Flesher
jflesher@eastemmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category r Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
i Yes %No N/A
FL17472 R6 CDC SA17472SS 2020-12-07.Rdf
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 BayJBow"Mulliont
({ Mullion77
i
J " Limits of"Use_ Certification Agency Certificate ;
ApprovedforuseIn HVHZ Yes FL17472 R6 C CAC:662 104 COR2
Impact'roved for use outside HVHZ:Yes, Quality Assurance Contract Expiration Date
App
pact Resistant:"Yes 09/22/2021
lq Design Pre"sure.N/A Installation Instructions
Other:See drawing set for mullion size,"angle and design FCS7472R6 II'PA-0004 HVHZ Mulls SS 2019-09-13 ptlf
i pre sure raying verified-By: Hermes F,Norero,P.E.737-78
Created by Independent Third Party:Yes
c Evaluation Reports
FL17472 R6 AE PER6414 SS 2019-09-I1. df
Created by Independent Third Partyi Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R6 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R6 C CAC EAS 622-102CAR.PDF
Impact Resistant:Yes FL17472 R6 C CAC EAS 622-103CAR.PDF
Design Pressure:N/A FL17472 R6 C CAC EAS 622-105CAR.PDF
Other:See drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R6 II PA-0003 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 2018-02-14.12d
Created by Independent Third Party:Yes
€iacfc flext
Contact Us::2601 Stone Road Tallahassee FL 323 Blair 9 Phone:850-487-1824
I I 9
The State of Florida is an AA/EEO employer.fgght 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:
Frc%
Credit Cocci
.safe
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM AYIBOW MULLIONS
GENERAL NOTES: �1W11� 3 'W3
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017)
FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
. .._._ .....____.._. ...�.._... ....._.___..
3 APPROVED IMPACT PROTECTIVE SYSTEM IS.NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHED TO MULLIONSMIT IMPACT RATED. ,! MULLION
UNDER SEPARATE
..... _..._.....-._-._- -_... . __.__-.. -_.-�_.._._: ..._____._._._.:..____.,..-.:
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAINWIND FORCE APPROVAL \ (►Wl' W2'.►{
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE I II
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 0
INSTALLATION. p
5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO.PROPERLY TRANSFERALL LOADSTO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD I SPAN'L' 0 MULL
FOR THE PROJECT OF INSTALLATION. - s yt p SPAN'L'
_ m.......,... _._ _ _,.- .._ ._.___ _._. MULLION
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECTACTUAL CONDITIONS FOR A TYP,
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� �� ��yg g�® SPAN
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. VERTICAL
CAL SPAN
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. No
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
TYP 3
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACTWITH ALUMINUM UNIT FRAMING ®p� Ap MULLION
�+ per®
SHALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL g ICAL ggo ULLION ASSEMBLY
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
SHEET SHEET DESCRIPTION • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
ONE-WAY MULLIONS.
1 GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OFTWO-WAY MULLIONS.
2 MULLION ASSEMBLY AND MULLION AND CLIP DETAILS • SEE SHEETS FOR ASSEMBLY EXAMPLES.
• IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART.
3 MULLION SECTIONS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
4 22.50'MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-7.
5: QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-7.MULTIPLE ANCHOR
5 30•MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIPCOMBINATIONS WITHIN AN OPENING ARE ALLOWED.
6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY.HOWEVER,
6 45•MULLION DESIGN LOAD TABLES HORIZONTAL MULLIONS UNDER SEPARATE APPROVAL MAY BE USED IN CONJUNCTION
7 90•MULLION DESIGN LOAD TABLES WITH MULLIONS SHOWN HEREIN IN ATWO-WAY CONFIGURATION.
7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL
8 MULLION ASSEMBLY AND LOAD EXAMPLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
111J1
/// REVISIONS EASTERNARCHRECTURALSYST S
�\ O // �®q ADNISION OF
.....C I! EASTERN METAL BYPPLY
0 •' \'\ `•S••• ® Arr.,,.nrwN+nwwwo Vr,yv� MY ROML E STICCVE.TI E. HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
S A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
O I01%:' � ,�� DATE:-NBY: PREPAREDfiY:
02 05 13 TJH DUI DINGDROPS,INC.
DRAWINONO: SCALE:
SM 2/6/18 B7H ED.FBC UPDATES T PA-0004 N.T.S. f K��I AUiNORIIATONNO.25]S
398 EAST D
��� �TMUC 7L PpIN O.3BSTBBY
DAB OESCRIPTON REV SHEET
OF$ REV.
NOTE:USE(2)ANGLE CLIPS PER
1.072"
MULLION END.INSERT CLIPS
INSIDE MULLION 1.036" �-- 1.040" --►-� �-- £ 1 072" —�-1 �•»—
3.125"
0.250" . 0.250
L-CLIP MULLION 0.250"
&ANCHORS " 0.125"
3.289" 3.369'� qg= 3.604" 4.986"
22.5` 30.0° -
OPENING SUBSTRATE
0.125
BY OTHERS ® ® 0.125". 0.125" j'
® ® 22.50 DEGREE 30 DEGREE # 45 DEGREE 90 DEGREE
® MULLION MULLION MULLION MULLION
USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(5): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S):
L-CLIPS(PAIRS) • L-CLIPS(PAIRS) i. • L-CLIPS(PAIRS) • L-CLIPS(PAIRS)
USE CLIP DEPTH=2-3/4" USE CLIP DEPTH=2-3/4" USE CLIP DEPTH=2-3/4" USE CLIP DEPTH=2-3/4"
BAY MULL TOP VIEW(TYP.)
2.000" r 0.125"
BAY/BOW MULLION 2.250°
o O
0
� 2.250"
N
INSTALLATION FASTENERS
VARY,SEE NOTES CFI 0.875" 0.250"
SHEETS 4-7 o I('�-
4.000"
L-CLIP 2" x 4(" L-CLIP
0
ALUMINUM 6063-T6
0
c SUBSTRATE VARIES,SEE NOTES L-CLIPS SHALL BE USED IN PAIRS
c SHEETS 4-7 AT MULLION ENDS.
\\\ / REVISIONS genoAEN RCHDCM SYM
O gy � ADNISIONOF
.. • NMTALSllS
L-CLIP ATTACHMENT(TYP.) N 7`-' E s j% ® � w,_. „n,•..._ FTMYNSMRM12E
^q : 4 1an4o1-sloo
} 7 n E h hHVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:L-CLIPS MUST BE USED WITH ANY'BAY/BOW' p T VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION TYPE.SEE SPECIFIC MULLION SHEET FOR �� S OF ` MULLION ASSEMBLY AND MULLION AND CLIP DETAILS
DETAILS. ( O Ip{ ;. `'/` DATE:DRAWN BY: PREPAREDBY:
02 05 13 TJ H
DRAWING NO. SCAlE BU MI.DROPS,IN.
J' FBPE CERTIFICATE OF
p p, pp-,yjTjB N\\ PA
-0004 N.T.S. ;. AU ORI nON NO.29578
39E FASfDiSA[II,BLSIL$1E J39 BHEET: REv.
FBPE CERT.OF AUlHOPo2AlION N0.2BS78 BY DATE OESCRIVOON REV 2 OF 8
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 4-7) 21/2"MIN (SEE NOTES SHEETS 4-7) a 3/4"MIN.
I EDGE DIST. ° d. EDGE DIST.
I
CONCRETE OR •'
CONCRETE OR °' a• MASONRY BY OTHERS
MASONRY.BYOTHERS ° �'
d d.
° 4 CAULK BETWEEN
CAULK BETWEEN - MIN,
3 CONCRETE/MASONRY&1X 4. a ° .1 CONCRETE/MASONRY&2X
EMBEDMENT i 11/2"MIN.
WOOD'BUCK BY OTHERS I WOOD BUCK BY OTHERS EMBEDMENT
I � I
1 X WOOD,BUCK
I BY OTHERS
E 2 X WOOD BUCK
BY OTHERS
MULLION CLIP MULLION CLIP
j TYP. E TYP.
'EXTERIOR I I INTERIOR ! EXTERIOR I I INTERIOR
I' MULLION I I MULLION
TYP. TYP.
S • NOTE
v���'�������'�� DETAILS SHOWN ARE TYPICAL FOR ALL �ERTICAL SECTION
" HEAD`-CONCRETE/MASONRY MULLION&CLIP ASSEMBLIES.SEE 3 HEAD-2X WOOD BUCK
SIOEVLEW-VERTICAL - SHEETS 4 7 FOR ALLOWABLE MULLION SIDE VIEW-VERTICAL
CONFIGURATIONS,SIZES,AND DESIGN
v PRESSURES.
I EXTERIOR I I INTERIOR
( MULLION
I. I TYP
I I t'z
( ( MULLION CLIP
TYP.
4..
d ° f
a
11/4"MIN.
' -,d ° EMBEDMENT
I PRECAST SILL 'd ° y � ��i REVISIONS EA6TERN ARCHITECTURAL Sr S
I ? A f �' `�� .. O �I WT
3 ADmsioN os
�BY OTHERS ... 7eT > gY PISTERNMETAL sYPPLY
• . .. � 1641DOM AVE.
� ' ...✓.mxi..eow...w.o.. 1 YER1.EL3B3913INSTALLATION ANCHOR 4 7 7 s(SEE NOTES SHEETS 4-7 21/2' MIN. R� HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
EDGE DISTANCE �p S q Q� VERTICAL AND HORIZONTAL CONFIGURATIONS
VERTICAL
ECTIO� , MULLION SECTIONS
9, t i O� ' 4 OATS GRANT BV: PREPMED BY:
FS 02 OS 13 TJH
SILL-CONCRETE/MASONRY r ��i� lS Np DRAWING NO. SCALE BUILDING III(AnOl
INC
SID E VIEW-VERTICAL " AP. MO.SS]]0�`1 PA-0004 N.T.S. a, AUnowATION NO.N579
Lx-q_a9_ _ - - S9B FA4i 0 fAf BLYp,>S1E WS
CK fT.SSW{ BY DATE DESCRIPRON �, sHEEf: REV:
FB CERTwOAF AVDIOPoIATION N0.2Y5]B 3 OF 8 PE
- _
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.--0NE WAY MULLIONS ;} _ < MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.) ���
(IN.) 18 24 30 36 42 48 53.125E173.4
60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 072
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 171.1 72 200.0 165.8 136.1 117.0 104.2 95.4 90.1 �31.4
5 0.250• w1 -w1 84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 5ONE-WAY MULLION DIAGRAMS96 90.3 68.5 55.6 47.2 41.3 37.0 34.3 /-! Y'�f'i9Y�96 90.3 47.9 38.7 32.7 28.5 25.5 23.4 3.1 3 ) .3.604°
45° MULLION
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) Tt {
(IN.) 18 24 30 36 42 48 53.125 54 60 0.125" J L
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 „...45,DEGREE,MULLION
60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 )
ALUMINUM 5005 TS -
72 200.0 158.4 126.7 105.6 90.5 79.2 71.6 70.4 63.4 w1 wi
84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9 )'�
96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7 ®-WAY MULLION DIAGRAMS
10a 62.6 46.9 37.6 31.3 26.A 23.1 21.2 20.9 18.8 [7RIBUTARY WIDTH- "W1+W2
_. 2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
CMU,:1/4�ITW TAPCONS
•CONCRETE 1/4'ITW_TAPCONS,v
`�" """ '" V �`•METAL:1/4"SELF=DRILUNGSCREWS(GRADE 5)
t 6. INSTALLATION SUBSTRATES:
QUALIFIED ANCHOR CLIPS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
f 'ti BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
"1 "CONCRETEANCHORS"SHALLHAVEANIIN.EMBEDMENT'OF1-3/4"&'EDGEOISTANCE"OF2=1/2":CONGRETESHALLBE--- -",;
0 tr �' MIN.4000 PSi
I' METXI? CHORS"SHALL"HAVEN MIN:(3)THREADS"PENETRATION'BEYONDMETACSTRUCTURE-STEELSHALLBE'MIN:""
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
O O -
I
I REVISIONSAARCDNMrtISEIcDrNuORF
L-CLIy ...... .• 1/ asfermA N BA
l RsrYs TEMs
E dI @ 16341DOMMCAVE.
ALUMINUM6063;T6 17MYEns,FL33912
~ tan<oui90
"MUST BE USED IN PAIRS 5' 4N 7 7 me
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
$ VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 2 FOR SPECIFICCLIP %7D OF 45°MULLION
DIMENSIONS. iT O joy\ <Ll DATE:D WN BY: PREPARED BY:
oRAVAOc o:5 13 BTJH BUILDING DROP$INC
/ y DAN
FBPECEHiIFICATEDF
........m.....m...:...._.._..... .....................w. ,..m.:..;_............, ,._..:._. AP.' Np. \\ PA-0004 N.T.S. AUFHORWTON NO.29578
I
]90 EAST B•LREV: .
....................m................ � 8�^�^•�� BY DATE DE60RIPi10N REV 6 OF 8
FBPE CERT.DF AUDIORIIAIi(0!NO.IB318
1072
MULLION
DESIGN,PRF5SUREiimiTs.,,ORMULOON 90Deg.:-ONEEW4ymLI ONS -
SPAN TRIBUTARY WIDTH'W'(IN.)
3.125 s u
(IN.) 18 24 30 36 42 48 53.125 54
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 f-2W.0- \.
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.01 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200 0? 199.2 -
72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6;. 142.3 4 986,'
84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6i ..87.9 ONE-WAY MULLION DIAGRAMS
96 160.5 121.8 98.9 93.9 73.4 65.8 60.9 60.2 i 55.9
108 112.4 85.1 68.9 58.2 50.7 45.2 41.6 41.1 i 37.9 - ( MULLION
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-TWO-WAY MULLIONS .j 1
SPAN'L' TRI BUTARY WI DTH'W'(I N.)
(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 20D.0` a
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 1660 + g�DEGREE IBi®6FLLI®Itl
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 1243,1 _
60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 996 ,�. ',:ALUMINUM 6005T5 p�w1 wz ��g
72 200.0 200.0 166.0 138.4 118.6 103.8 93.5 92.2 83.0 -------- -- -------- - .___�,___ ,...-,..__,,;. - TWO-WAY MULLION DIAGRAMS
84 200.0 177.3 141.9 118.2 101.3 88.7 80.1 78.8 70.9
96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 TRIBUTARY WIDTH W1+W2
108 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4 2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4.' SEE SHEET FOR SPECIFIC CLIP DIMENSIONS.
- 5. ANCHOR REQUIREMENTS:
\ =WOOD:#14 WOOD SCREWS
QUALIFIEUANCHOR,CLIPS ONCRE4 ITT TAPCONS
'a
C
C TE
•METAL:1/4'SELF=DRILLINGSCREWS`(GRADE 5)
6. INSTALLATION SUBSTRATES:
:F •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55.
o o 0 0 •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.
_.-- -__ _ ,. ._. _. w__._-..---
-
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE of 2 1/2.CONCRETE SHALL BE
• t MINi4000 PSI.
METAL'ANCHORSSHALLHAVE�AMIN:(8)-THREADS�PENETRATIONBEYONDMETALSTRUCfURE.STEELSHALLBEMIN."" "
o o o 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
1
L-CLIP
r
ALUMINUM 6063-T6 `���� 72i� REVISIONS �gm, �E"AnDMSISIOHOF
"MUST BE USED IN PAIRS a�� O �i�� SAS ERN METAL SYPPLY
�•�` E, ••• 16341DOME9 AVE.
Q FT MYERS,R 331nni
1. 013190
NOTE:'SEE SHEET 2 FOR SPECIFIC CLIP N ti
DIMENSIONS. 0 m mE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
S 70 S A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
G ® 90°MULLION
�G�F _ O IDS. DATE DRAWN BY: PREPARED BY:
l/SlS'• �'\ \I DRAWINDG NOS 13 G�ETJH BUILDING D0.0P9,ING
................. _....._._>.. ._.__..._.. .....,......�„ .�._..........,..., ..:: /` H N�T� ♦ FBPE CERTIFICATE OF
A P. kDp,`ly7ja Y\� PA
N.T.S. , AUTHORIZATION N0.295]S
399 FAST aATyI/g yRaLyp,51E 338 SHEET: REV:
BANIA BE71i-T•a�YIOM BY DATE DESCRI"ON REV ]qF B
FBPE CERT.OF AUTHOPo2AilON N0.29578 -
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
'w1' 'wz'
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL
SPAN'12
L
MULL
SPAN'L'
VERTICAL MULLION
MULTIPLE UNITASSEMBLY
'Wl' 'W2'
VERTICAL MULLION
MULL
SPAN T'
\ NOTES:
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN.
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY
CONFIGURATION VALUES.
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
VERTICAL MULLION
HINGED DOOR W/SIDELITE
\\�% /! REVISIONS EABTERN ARCHRECTVRAL SYBTENIS
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ftki ADN1810N OF
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HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
S Fl OF " VERTICALAND HORIZONTAL CONFIGURATIONS
MULLION ASSEMBLY AND LOAD EXAMPLES
O IDp`:'�!(V�•.� ogre o WNBY: PRBPARm-
02 05 13 TJH
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]B0 EA DANIA BEAUS`fL�S'AOt BY DATE DESCRIPTION REV SHEET: REV:
FBPE=.OF AOTHORI =N N0.28578 B OF 8
Appendix
CAR No:622-104.0
car:rucwrcsr a Me. Expiration Date:
9/13/2019
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers, FL 33913
Load Tables for the:
90 Degree Bay/Bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION:90 Deg. -ONE-WAY MULLIONS
SPAN '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
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2
72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 142.3
84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6 87.9
96 160.5 121.8 98.9 83.9 73.4 65.8 60.9 60.2 55.9
108 112.4 85.1 68.9 58.2 50.7 45.2 41.6 41.1 37.9
DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. -TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0
48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5
60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6
72 200.0 200.0 166.0 138.4 118.6 103.8 93.8 92.2 83.0
84 200.0 177.3 141.9 118.2 101.3 88.7 80.1 78.8 70.9
96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5
108 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications, Inc. 145 Limekiln Rd,1006 New Cumberland, PA 17070
Phone:717.932.8500
www.keystonecerts.com
398 East Dania Beach Blvd.
BUILDING S Suite338
Dania Beach, FL 33004
' A Perfect Solution in Every Drop!
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Bay/Bow Mullions
for
Florida Product Approval
FL4 FL17 2
Report ° 6414
6th Edition (2017) Florida Building Code
Method: 1 —A (Certification)
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Bay/Bow Mullions
Material: Aluminum 6005-T5 & 6063-T6
Prepared for:
Eastern Architectural Systems
16341 Domestic Ave.
Ft Myer , FL 33912
0�8��®®
Prepared by: ®a��° E°
Hermes F. Norer , P.E. m N . 7 7
Florida Professional Engineer#73778 a
Date: 09/13/19 A OF i
®� U tD�°°° �✓
Contents:
Evaluation Report Pages 1-4 ®�� 5`S \a®��®
Digitally signed by Hermes F Norero Her me$s7PINO 06 P.E.
Reason: I am approving this document Florida No.73778
Date:2019.09.13 21:00:16-04'00'
MWING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19
Certificate of Authorization:29578 Report No: 6414
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method (1)(a)
Product Name: HVHZ Clipped Aluminum Bay/Bow Mullions
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-0004,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-0004 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0004 have been qualified as required
by Section 1709.8 of the 6th.Edition (2017) FBC.
6. See Installation Instructions PA-0004for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19
Report No: 6414
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications, Inc. (FBC Organization#: CER1523).
Referenced Code Sections:
1. 1709.8 of the 6th 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 M 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-10 Report Date: 09/22/14
Report#:CTLA 3010W-10A Report Date: 09/22/14
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#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19Report No: 6414
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. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
D. For metal stud substrate, use 1/4"Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions (PA-0004)for anchor locations, design load tables,and further
details of the installation requirements.
Design Pressure:
See drawing PA-0004 for mullion desing pressure tables,mullion profiles,and installation details.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4