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Product Aoprovai Menu>Product or Agoilcatlon Search>ApplSation Ust>.Application Detail ~
-•�41
gty FL# f,` FL17472-R6
Application Type ; Affirmation
aw Code Version 2020 f'
Application Status Approved
k, y,y
*Approved by"DBPR.Approvals by DBPR shall be reviewed and
ratifiedb'y the POC and/or the Commission if necessary.
a �
Comments
Archived
REVIEWED FOR
3 Product Manufacturer ms
f£ CODE C E
Address/Phone/Email �^ o is iXve.
S C o LU C t ) T4Y5
. Bastemrrietal.com
Authorized Signature James Flesher
jflesher@easternmet oip
y CO;
Technical Representative Timothy J.Hoard u.
Address/Phone/Email 10030 Bavaria Road
_ Fort Myers,FL 33913
` (800)432-2204 Ext 4314
thoard@easternmetaLcom
Quality Assurance Representative
�" M`g, Address/Phone/Email
Category Windows 1
Subcategory Mullions
l
Compliance Method - -"Certifcation Mark or Listing
f
i
Certification Agency Keystone Certifications,Inc.
Ar Validated By Keystone Certifications,Inc.
w
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
s �
�e TA5203 1994
" 6 ''-41
s Equivalence of Product Standards
Certified By
rI affirm that there are no changes in the new Florida Building
p 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.pdf
Product Approval Method Method 1 Option A
Date Submitted 12/14/2020
Date Validated 12/14/2020
Date Pending FBC Approval
3° Date Approved 12/18/2020
^ Su Hof;Products _._ _77
F -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.D4i_f
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.
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•121ff
by Independent Third Party:Yes
1747,2.2 Clipped Aluminum Tube Mullion HVHZ Clipped Alum on Vertical,H. ntal,T
:
and X Configurations
Limits of Use C�r_tiflcatlon Agency Certificate
Approved for use in HVHZ:Yes FL174
Approved for use outside HVHZ:Yes FL17472 7472 R6 C CAC EAS 622-102CAR PDF
3mpacYResistant:Yes FL17472 R6 C CAC EAS 622-303CAR.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.pd
• Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R6 AE PER5505 SS 2018-02-14 pff
Created by Independent Third Party:.Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4B7-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::ACCes51bi11N 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
_ provide theDepartment with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click here.
Product Approval Accepts:
Credit Card
Safe
E
Document Title, Doc No FIRM B1-02
Structural Performance Rev No. 7 Paa" 1 oz 1
u.Y �'O
c Certification
esrr�v tewYtor�s.trac.
uthorization Report
Required By; PRO B1-03
CAR& Product ID Number 622 - 104.0
Issue Date: 1/16/2015
Revision Date: 9/13/2019
Expiration Date: 9/22/2021
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCt) 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 atwww.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: Bay/Bow Aluminum Mullion
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-10A
Test Report Expiration: 9/22/2021
Authorized Signature: Keystone Certifications, Inc.
145 Limekiln Rd. Suite 1008
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
14SWMKEYSTONECERTS.COM
Appendix I CAR No:622-104.0
G6AT/tGATOND.ING.
Expiration Date:
9/13/2019
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
- A5 Degree Bay/bow Aluminum Mullion
DESIGN PRESSURE LIMITS FOR MULLION:45 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
60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 171.1
72 200.0 165.8 136.1 117.0 104.2 95.4 90.1 89.4 85.5
84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5
96 90.3 68.5 55.6 47.2 41.3 37.0 34.3 33.8 31.4
108 63.2 1 47.9 1 38.7 32.7 28.5 25.5 1 23.4 1 23.1 1 21.3
DESIGN PRESSURE LIMITS FOR MULLION:45 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 9.9.6
72 200.0 158.4 126.7 10S.6 90.5 79.2 71.6 70.4 1 63.4
84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9
96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7
108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 20.9 18.8
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystanecerts.com
EASTERN ARCHITECTURAL SYSTEIRWAN
HVHZ CLIPPED ALUMINUM SAYIBOW MULLIONS
GENERAL NOTES: r-Wl'� 3 W3
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017)
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCRY HURRICANE ZONE.
3. APPRO VED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS.
INDIVIDUAL UNITS ATTACHEOTO MULUO S MUSTBE IMPACTRATED.
UNDERASPEP OVAL \\
4. ADEQUACY OFTHE£]OSTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING ASA MAIN WIND FORCE �y, i �'Wl'j+'W2'I
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 1
FOUNDATION 15 THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. id, / I
S. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
LC
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'L' MULL
HHA
SPAN'L'
FOR T HE PROJECT OF INSTALLATION. MuluoN �p �,�
T,. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS TORA TYP. y11 1/7
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 0 SPAN
NON•HVIJZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. VERTICAL S
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063.76(AS NOTED)
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL y%
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFICANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
7Yp 3
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYPICAL
MULLION
p�ASSEMBLY
q C �Lq aS/
SHALL BE PROTECTED IN ACCORDANCE WITH 6TH EDITION(2017)FLORIDA BUILDING CODE. 1 BP-ICAL MULLION ASSEMBLY
INSTRUCTIONS:
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITSTHE 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 MULLEDTOGETHER WITH
MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
2 MULLION ASSEMBLY AND MULLION AND CUP DETAILS SEE SHEET 8 FOR ASSEMBLY EXAMPLES.
IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
3 MULLION SECTIONS 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
4 22.5--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'MUWON DESIGN LOAD7ABLES TYPEJSUBSTRATEICUP COMBINATIONS WITHIN AN OPENING AREALLOWED.
6. MULLIONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY.HOWEVER,
6 45•MULLION DESIGN LOAD TABLES HORIZONTAL MULLIONS UNDER SEPARATE APPR VALMA BEU DIt ONJUNCTI0N
7 9O'MULLION DESIGN LOAD TA8LE5 WITH MULLIONS SHOWN HER IN IN TVJO-YlAY CONFIGURATION.
7. THELESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCTWILL
8 MULLION ASSEMBLY AND LOAD EXAMPLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
Lit
\ / GSTCFN M(�ItCf.'f1+iK iVSIE]JS
A\ REVISIONS E N / W
psm,�y
`Y f Ft3tE1bIHh'TA+.}H'LY
O i
* 7 eri+e+ra+
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
$q OF =* VERTICAL AND HORIZONTAL CONFIGURATIONS
.• C) 2' GENERAL AND INSTALLATION NOTES
/V14•"• un+t uw,x«ur; w.rov.
02/05 13 sctic TJH q iviantixxRof
/ r� 50� SM 2/6719 47N E0 F9t 11PMTF.S PA-OOD4 N.T.S. )YLI; =unuaruTaxnamn
rrrc crn°.waiuU ML S'ro.xo.ra °1 x:ntc. osccx�=nm ara wcs 1 OF S
NOTE+USE(2)ANGLE CLIPS � »_•�'•
MULLIONENO:.INSERTCUPSPER 1,072"
INSIDE N4ULLION 1.D36" --1 f-- 1.040" --•�. f+— + 1.072'
3.125"
0.250"
L-CLIP MULLION 0.25D 0.250" ` I 1
&ANCHORS
3.2R9" 3,36 i 45'+•- 3 604"` � —0.125" _-:4.986"
22.5'
` ` �. .
OPENING SUBSTRATE
BY OTHERS 9 - _1 0.125" 0.125"
0.125"J 1
22.SO DEGREE 30 DEGREE 45 DEGREE 40 DEGREE
j MULLION MULLION MULLION MULLION
i USE WI'CH L'!IP IYPE(5); USE WITH CLIP TYPE(S): USE WITH CLIP TYPE{5: ? USE WITH CLIP TYPE(S):
• L-CLIPS(PAIRS) L-CLIPS(PAIRS) L-CLIPS((PAIRS) d • L-CLIPS(PAIRS)
USE CLIP pEPTH=2-3/4"BAY MULL TOP VIEW(TYP.) USE CLIP DEPTH=2-3/4" �, USE CLIP DEPTH=2-3/4" j USE CLIP DEPTH=2-3/4"
ti
2.000"
o.
— T
BAY/BOW MULLION
/ o D
2.250'
ni
INSTALLATION FASTENERS L O D
VARY,SEE NOTES _
SHEETS 4-7 0 0.875" 0.250"
4,000"--�I
L-CLIP
2"x 4" L-CLIP
o ALUMINUM 6063-T6
o - SUBSTRATE VARIES,SEE.NOTES FL-CLIPS SHALL BE USED IN PAIRS
SHEETS 4-7 AT MULLION ENDS.
O
/ REVISIONS vcrtHN wcinrEcnaw cr�h:w
�ti'\ ••. /ii Eastern
cunimiNerw.6 m.T
L-CLIP ATTACHMENT(TYP.) � �� E s ���r��r
P: ,j l r rerrTALIw
NOTE:L-CUPS MUST BE USED WITH ANY'BAY/BOW' y j rm ryNHVH2 CLIPPED ALUMINUM BAY/BOW MULLIONS
MULLION TYPE.SEE SPECIFIC MULLION SHEET FOR S A OF: VERTICAL AND HORIZONTAL CONFIGURATIONS
DETAILS. �ip4' O IOP••��;_ MUL ION A SEMBLY NO MULLION AND CLIP DETAILS
` wr2wuxa or P+atP.run ar.
nru+•0
.2
.105 13 uaa 7JH r'` wnwiemonnrs ac.
/ \\ rutammwtcr
»a usr v. � �.ue PA-0004 N.T.S. '. alagnlunan Ira.rtsre
oa�u antar �,y
rta crnr.rs.urnuxuAttN wn*one cr wrk acxa:vrnm �v 2 OF 9
INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS 4-7) 2 1/2"MIN (SEE NOTES SHEETS 4-7) n 3/4"MIN.
EDGE DIST. CONCRETE OR
" EDGE DIST.
CONCRETE OR a I MAS014RY BY OTHERS ' a: e•a
4MASONRY BY OTHERS n d. I
CAULK BETWEEN a 6 G a CAULK BETWEEN
e 11/4"MIN.
CONCRETE/MASONRY&1X G e ,° CONCRETE/MASONRY&ZX
WOOD BUCK BY OTHERS 7 EMBEDMENT WOOD BUCK BY OTHERS 1 BED MIN.
EMBEDMENT
1 X WOOD BUCK
BY OTHERS
2 X WOOD BUCK
BY OTHERS
MULLION CLIP MULLION CLIP
TYP. TYP.
EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR
MULLION I MULLION
jti —T TYP. NOTE ...,................:5`I i.. TYP.
VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FORALL VERTICAL SECTION
HEAD-CONCRETE/MASONRY MULLION&CLIP ASSEMBLIES.SEE HEAD-ZX WOOD BUCK
SIDE VIEW-VERTICAL SHEETS 4-7 FOR ALLOWABLE MULLION SIDE VIEW-VERTICAL
CONFIGURATIONS,SIZES,AND DESIGN
PRESSURES.
ri
EXTERIOR i i INTERIOR
I I MULLION
I I TYP.
I I
I
I I MULLION CLIP
I I TYP, }n. a a
d a e 1 1/4`MIN.
d. ° EMBEDMENT
PRECASTSILL ,.n °• n ' t `���� '�i�i RENssOti6. IpBYOTHM
�p�� i� L• ' r INSTALLATION ANCHOR N 7 7 �
(SEE NOTES SHEETS 4-7 2 1/2"MIN. HVHZ CUPPED ALUMINUM BAY/BOW MULLIONS
EDGE DISTANCE S R ,OF VERTICAL AND HORIZONTAL CONFIGURATIONS
VEItTlCAL SECTION � MULLION SECTIONS
i p"�` O IL7P•. 41 wrr dvwnaz• •.ncr ar
02
SILL-CONCRETE/MASONRY �S G���� tnzw<zc.05 13
xT1H rvWecinnra o�
SIDE VIEW-VERTICAL r. �c ue PA�01 N.T.S. ( wrnopunax ln,rare
uHtri acv
rme axi a+wmaussiw xa iwse ar nae oe.cwarwxz 3 OF 8
DESIGN PRESSURE UNNTS FOR MULLION:22-50e,-ONE-WAY MULLIONS MULLION
SFAN't' TRfB H6ARYWi4T W'i1N.
1N. 1& 24 30 36 42 4Q 53.175 54 M40,9
24 200.0 2000 200.0 2W.0 I= ZW.0 200,0 200.0 36 200.0 2W.0 20D.0 200.0 2oao 2000 2W.0 200.0 f wi-I vn--
.0 2000 2W.0 200.0 =0 200.0 2W.0 700.0 2000 2W.0 20D.0 175,3 159.1 149.0 144.1 143.5 ONE-�t11 Y @i AI LLIO 1 DI Ji GR Agq S72 179.3 137,2 112.E 55,9 86.2 78.9 74.5 74,0 0.250' YVsB-1�1! ®V(1J1.B.9 Itl Fi`.71�/dCV9784 112.1 8SA 69,6 59.4 52.3 47.2 44.1 416 96 74.8 %7 46.1 39,1 34.2 3C.7 23.4 28,0 Ica S23 39.6 31 27.1 236 211 19.4 39.1 . 22.50'
' MULLION
DESIGN PRESSURE UM IS FOR MULLION:22.5 Dec.-TLVO•WAY MULLIONS 0.125" -
SPAN'V TRIBUTARY WIDTH IN.
(IN,) is 24 30 36 41 48 Ls3.i2,1 s4 60 22"50 DEGREE MULLION
24 2D0.0 200.0 2W.0 2WA 1 2000 2Cs3.0 2o.0 2o00 266.0 TRIBUTARY WIDTH WS+W2
36 200o 2W.0 200.0 2W.0 200.0 2W.0 187.E 184.5 166.0 - ALUMINUM 6005-TS 2
48 200.0 200.0 2WO 2Wo 177,9 155.7 140.E 13&4 124.5
60 200.0 200.D 180 1S7.1 129.5 113,3 101.4 1W,7 90.6 wi-Il---wJ--I
72 174:8 131.1 IC4,9 87A 74.9 65.6 59,2 $8,3 52.5 TWO-WAY
wl �A pp�
84 110,1 82.6 65.1 S5.1 47.2 41.3 17.3 3&7 33.0 ®YVO-dVAY MU LLI®Itl ®IWGRAMS
96 73,8 55,3 44.3 369 33.6 27.7 25.0 24.6 22,1 (1h4�Y6J
tlSi Sib 3R9 51.2 259 22.2. 19.4 17,5 17.3 15.5 TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR iNTERPOLATlON BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
3. .SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS,
4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
QUA
LIFIED
�t +CONCRETE:114"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADES)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL RE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN,EMBEOMENTOF 1-i/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMINGTO ASTM C 90,
•CONCRETE ANCHORS SHALL HAVE A MIN.F,MSCOMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.40 00 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BF.MIN,
18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
a o 0 0
L-CLIP
ALUMINUM6 ``ill J- 17�� - rF:newr.xunrern,au svylvsv"MUST BE USEDD IN IN PAIRS REVISIONS-O
�� �y+'E'S, i�P c,4reru,urra.mmsx
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP �+ 'f1 a tb>~xarxsrkavt.
Frurcncnxxsn
DIMENSIONS. � ^� (d � � .� ,"""•"'"""'•'"•"""„ .anao=:+ro
I4VH2 CLIPPED ALUMINUM BAY/BOW MULLIONS
VERT(CAL AND IIORFLONTAL CONFIGURATICINS
MULUON
O lo(A;'- wrc:vunv or rwtnnrn ar.
wwn020 c'513 TJH umwaccnxxwc.
' ll " vem eur,r�uu cv
PA-0004 N.T.S. �1 a+nwlNunoN nc.r.!rt':49C tu°A"dA 'L8 m cx*c uesubvrttr+ nry u. 4 Of 8 asv
F�L CQlr,be ILt,t�1�M1 KS�0l78
_ 4
DESIGN PRESSURE I3MIT5 FOR MUlUON:30 Oe.-ONE,WAY MULLIONS MULLION �
SPAN 10 1Rt8t RYWIDTH'W'TIN•) 1.040"
RN.) 18U
0 36 42 48 53.125 S4 60
24 2D0.0 .0 2W.0 200.0 200.0200.0 2M.0 200.0
36 200.0 .0 200.0 200.0 200.0 2000 2000 20D.0 0.250" 8, -,
48 2=00.0 2o0o 20o0 200.060 200.0 .D 175.3 159.1 149.0 144.1 143.s 14L6 ONE-WAY MULLION DIAGRAMS
72 17932.6 9&9 86.2 78.9 74.6 74.0 70.83,369"
84 112.1 .6 59.4 52.3 47.2 44.1 43.6 40.974,8 5. .1 39.L 34.2 30.7 2&4 2&0 26.0
log 52.3 39.G 32.1 2E1 23G 21.1 19.4 191 17.7 MULUON
DESIGN PRESSURE LIMITS FOR MULLION:30 Deg.•TWO-WAY MULLIONS 0.12S"
SPAN'L' TRIBUTARY WIDTH'W'ON.
IIN.) 18M2430 36 42 48 53.U5 54 60 30 DEGREE MULLION2A 207.02C0.0 P00.0 200,0 20U0 2M.0 2000 200.D TRIBUTARY WIDTH36 200.07M.0 200.0 2A1.0 200.0 107.5 184.5 16G.UALUMINUM 6005-T5 2
49 200.02W.0 20M 177.9 155.7 1406 13&4 124.560 2000121.3 3$1.1 129.5 113.3 102A 1W.7 90.672 174,8104.9 87.4 74.9 65.6 59.2 ) 5&3 52.5 1 WO-WAY MIULLION DIAGRAMS
M 110.16&1 55.1 47.2 4L3 11.1 36.7 33.0
95 73.8 553 44.3 35.9 31.6 27,7 25.0 24.6 22.3
106 51.8 38.9 31.1 25.9 222 19.4 17.6 ( 17.3 15.5 TABLE NOTES:
L 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:914 WOOD SCREWS
.CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
I QUALIFIED ANCHOR CLIP 6 •METAL: SELF-DRILLING SCREWS(GRADES)
. 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
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.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
L-CLIP
ALUMINUM6063-T6 \ i U91tKYMtCMECIW3•L6YA11111
\� - �♦ REVISIONS
"MUST BE USED IN PAIRS \\\\ ., „. O ♦♦♦� _� Eastern ""•`�O10f
curewt++EruslPa�
�\ :•�.1 E'S�� 'jS ri W wz ...0 ..o v,«vz Ia3tivaysnux.
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP `+, nuhnsnnl:l
DIMENSIONS. ` - IN 7 7- "' t*<E• ''�" .........,,..,.,..._...... .ann.:_tw
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
a g A OF VERTICAL AND HORIZONTAL CONFIGURATIONS
a' 30"MULLION
'O.(t O IflQ,�•�W� WIG NMY,�l OF :PMte AY'.
02 05 13 T1H
♦♦♦ lS \\♦ . emu- Nam. IlUGWNDR l WD.
♦ \ V4 9.13.19 SHEETADDED 1 13rt CIR.DfilI11 CP PMODD4 N.T.S. .< I Aunenernnon uD.2L91b
11a DWA `• �3r.411 wEFr Acv
r3mc caz m.untaaulrm an mn v' wrz vt:vHrntr+ •+�+'� 5 OF 8
DESIGN PRESSURE LIMITS FOR MULLION:45 Deg.-ONEbVAY MULLIONS MULLION
SPAN'L. TRIBUTARY WIOTH•W11N.
1N.1 18 24 _30 36 I 42 48 53.125 51 60
24 200.D 2010_ 200.0 2000 1 200.0 200.0 209.0 200.0 2DD.0 1.072" I ,'
36 20D.0 200.0 'i;0 2000 2D6.0 200.0 2000 200.0 200.0 ', 111•
48 200.0 200.0 200.0 20D0 2cD.D 200A 2W.0 2011.0 200.0
GD 21A0 2000 21X1.D 2D00 l 192.2 Hal) 174.1 173.4 .171.1
72 2000. 165.8 136.1 137.0 104.2 954 9U.1 89.4 8S.5
84 23SA 103.1 94.1 71.7 63.2 57.1 58.2 52.7 49.5 �•
41.3 37.0 34.3 33.8 31.4 `` - ONE-WAY MULLION DIAGRAMS
108 fa. 47-9 30.7 37.7 28
.1
25.5 214 23.1 21.3 3.604"
45• MuIUDN
DESIGN PRESSURE LIMITS FOR MULLION:45 Dr.-TVJO-VJAYNIULLION5
SPAN'8 TRIULJTANYWIDT14•W'11N.) `
(IN 1 18, 24 30 _ 36-•- -42 43 53.125 54 EA 0.125" -j L
24 207.0 200.0 200.0 2000 { 2rA.0 200.0 20M0 200.0 200.0 y
36 2W.0 2D3A 200.0 WD.D { 200.0 2000 287.5 104.5 166.0
46 I aaD.o- 2m.0 2WD 2000 ! 177.9 255.7 140.6 MA 124.5 45 DEGREE MULLION
60 2M.0 2mo 1W.2 16&0 1 142.3 124.5 vas 110.7 99.6 ALUMINUM 6005-TS
72 200.0 I 150.4 120 lK6 90.5 79.2 71.6 70.4 61.4
04 133.0 I 99.0 79.8 66.5 1 57.0 49.9 45.1 44.3 39.9 TWO-WAY MULLION DIAGRAMS
96 I [N,3WE-
TABLE 53.5 44,6 38.2 33.A 30.2 _29.7 26.7 i
308 62.6 3T.6 31.3 26.8 23.5 23.2 70.9 iB.R �i�.`y TRIBUTARY WIDTH= W1 4 LVj2>f
NOTES:
SEE SHEET 1 NSTRUC71ONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2 ERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
•CMU:1/4"ITW TAPCON5
•CONCRETE:1/4"1TW TAPCONS
•METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
QUALIFIED ANCHOR CLIPS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90,
_ •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.3/4"&EDGE DISTANCE OF 2.112".CONCRETE SHALL BE
o a o o MIN.4000 PSI.
.METAL ANCHORS SHALL HAVE A MIN.43)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.{0.045"TEIICK}33 KSI YIELD.ALUN41NUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
py
``51SS �• ,{-. 07'J21 REVISIONS e..4rerw♦acMxrt�+emrnu.arnruo
L-CLIP ewmmraera a tiv
ALUMINUM 6063-T5
-MUST BE USED IN PAIRS ^�, IN7 7 ^` +ur.•u":�w
'0 S HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
NOTE:SEE SHEET 2 FOR SPECIFIC CLIP :?0 OF VERTICAL AND HORIZONTAL CONFIGURATIONS
DIMENSIONS. �O'1` O IUP;'" ��� wTa xi 45`MULLLIION�ar,
wuxOa k05 13 TJH p, �x'laaniia Tr ei'
2 e k4.ri7 SS PA•0004 N.T.S. f auTrwuunaNrm.rnT1
SJ)c 14s a"eaT rc.
rcx cros°T ai wnrcm2•mx w ne>n or tl414 CC544PTIUN He" 6 OF 8
\� 1.072-
DESIGN PRESSURE LIMITS FOR MULUON:90 De.-ONE-WAYMULUONS
d MULLION
SPAN TRIBUTARYWIOTH'W'IN. 3.125"
(IN,] 1R ».....24„,.... 30 36 42 48 53.125 54 60
24 200.0 200.o 2W.0 2W.0 200.0 2000 200.0 200.0 200.0 \.
36 200.0 20D.0 700.0 2000. 2W 0 200.0 200.0 200.0 2000 4R MO20O.D
200.0 2W0 200,D 200.0 200.0 2D0.0 200.060 200,0 2WO 2000 2C0.0 200.0 2W,O f 199.272 2W0 1845 267.4 155.7 148.6 147.6 ]423 4986" ONE-WAY MULLIQN DIAGRAMS
84 149.5 127.5 1123 201.5 94.6 93,695 98.9 83.9 73,A 6S.6 60.9 80.7 S59loa 68.9 58.2 50.7 45.2 41.6 41.1 37,9 MULLION
DESIGN PRESSURE UMIT5 FOR MUW ON:90 Deg.-TWO-WAY MULl10N5 IPA
SPAN T TRIBUTARY WIOTH Yf(IN.
(IN.) 1R 24 30 36 42 1 48 153.125 SA 60
Z4 2W.0 200.0 200.0 200.0V1422
200.0 200.0 2WO 2W,0
35 200.0 2o0.O 2W.0 2W.0 2W.0 187.5 194.5 166.0 90 DEGREE MULLION
43 2W.0 2WO 200.0 2000 155.7 140.6 13R.4 124,5
60 ,2W.0,_ 206:0 199.2 266.0 124.5 112.5 110.7 99,6 ALUMINUM 6005-TS
72 7MO 2000 166.0 138.4 103.9 93.8 92.2 810 TWO-WAY MULLION DIAGRAMS
69 2W.0 117.3141.9 118.2 88.7 80,1 78.9 70.9
158.4 1188 95o 79,2 59.4 517 52.8 475 TRIBUTARY WIDTH= W1+W2
Ills 111,2 83A 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&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:014 WOOD SCREWS
e CMU:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE:1./4'ITYJTAPCONS
•METAL:114"SELF-DRILLING SCREWS(GRADES)
6. INSTALLATION SUBSTRATES:
.WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5,G:0S5.
p p p p •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4-&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 P51.�
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
o D p p 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE N11W 1/8"THICK ALUMINUM 6063-T5.
L-CLIP
ALUMINUM 6063-T6 ` � REVISIONS . 4
wWa5mccIRn crnttt
II
"MUST BE USED IN PAIRS
S
NOTE:5£E SHEET 2 TOR SPECIFIC CLIP (/j* 7 7 O •-•��--,_ rrrr+o..x.w
HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS
DIMENSIONS, 3 A OF Tk.. VERTICAL AND HORIZONTAL CONFIGURATIONS
r err\ 90•MULLIO�1._
O�tS O IQ(".•'W are auwnur. ev.resnu+;
��i`rS C9� �` w.m02105 13 sc,:n,T1H nYiaxra Ynars urc
»e vs+ 'i � N��i54f4 u"ti••r PA•0004 rrcv N.T,S, �m:iaivunonr c� •sr.
rra+c�r ,wnrq"unw w aAm ar 4.te oexrYvrxn 7 OF 8
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES
WS 1� Wz �I
EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
M
_ � '1V1' �r_ 'W2•
ILL
�
SPAN'L'
MULL
SPAN'L'
VERTICAL MULLION
MULTIPLE UNIT ASSEMBLY
{-- 'Wi' 'W2'
I
/ \ VERTICAL MULLION
MULL
SPAN'L'
NOTES
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT
SPECIFICALLY SHOWN MAYBE 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
\ / a�p� FA3iEnM 44LNRFCtUMLGHatSCI
�J� REVISIONS Eastern
•UM:A}!w
,. .. Ii� FHVHZCUPPED
F..5,c2 ueu�a+rsvr
.E..S .' � +N ALUMINUM BAY/BOW MULLIONS
-0 g A .OF' �' ERTICAL AND HORIZONTAL CONFIGURATIONS
t� MULLION ASSEMBLY ANDLOADEXAMPLES
r U
0r2 OS 13 T1H euuanaonoxwc
��� +S ZG \�� nwau. xu. �= /\ wveanrnruncr
PA•006.1 N.T.S. :GJ xvr,wuzrnoNnarsin
ice rws
rsx tar,w y,n,onuna.+a Mno+ au� nEKuevicv. wEv wcF�6 OF 8 rc:
�'LDING 398 EDROPSast Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
n A Perfect Solution in Every Drop! 9S4.399.8478 Ph
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Bay/Bow Mullions
for
Florida Product Approval
FL# FL17472
Report No. 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 Myers, FL 33912 ``���yttrrJJJ��II�d
Prepared by: EIra
Hermes F. Norero, P.E. 4 'N . 7 7
Florida Professional Engineer t#73778 a ?
Date:09/13/19 p S A OF a rr
Contents: °®�:" . Q
Evaluation Report Pages 1-4 rs,,fSS O
Heme ( (116dw, lE.
Florida No.73778
BUILDING 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 6"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 61h Edition(2017) Florida
Building Code,including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 61h Edition(2017) Florida Building Code and does not require an impact
resistant covering.Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0004 require further engineering
analysis by a licensed engineer or registered architect.
5. All configurations shown in installation instructions PA-0004 have been qualified as required
by Section 1709.8 of the 61h Edition(2017)FBC.
6. See Installation Instructions PA-0004 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 4
BUILDING PS FL#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19
Certificate of Authorization:29578
Report No: 6414
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 6'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-SA 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-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 DROS FL#: FL17472
A Perfect Solution in Every Drop! Date: 09/13/19
Certificate of Authorization_29578 Report No: 6414
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 4of4