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Rev 5/21/09 Approval bY A/E-of Record
06/17/2015-9:29am danlelg V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg
Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof TribUta Area(S Ft •^� Roof Tribute Area(S Ft) 1. TABLES ARE INTENDED TO DEP,IC-TFi1 1C✓ORST CASE'PRESSURES.'WORST ASE'IS
�-�� DEFINED AS THE CR - �LYO�DITION OF-AN1�1�dUUNN�pI WN VARIABLE AS DESCRIBED BELOW.
Height 10 15 20 25 30 +..� 50. eight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�DITIOf� �QtiIRED FOR LJ•�F,i ITH THESE TABLES.
-49.1 -47.9 -47.1 -46.4 -45.9 -4 A '=4 .4;. -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2. TABLES VALID O L'FO L��ryGS�QF ): ROOF HEIGHT AS LIMITED ABOVE.
0-10 h r, ii��''^ +' 0-10 ft 3. TABLES VALID F R/�L OF?fYPES&'SLOP .APPLICABLE REDUCTIONS FOR ROOF SLOPES
+45.3 +44.1 +43.3 +42.6 +42.1 +,j.:6 _ "40_.9 '-r@0: +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 `-
LESS THAN 100 SHA C B'EE:�P'ERF.O D BY•A(J EGINEER AS A SITE SPECIFIC CONDITION.
-50.0 -48.7 -47.9 -47F2 -46.7 -4-.2� 4 .5 -4 1 -61.7 -59.2 -57.5 -56F2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE BL[ITJC'.`M QOF HEIGHT.IF THE MEAN ROOF HEIGHT
lift r• 1. lift ILtll�� , .(AVERAGE). Q
+46.1 +44.8 +44.0 +43.3 +42.8 +4,2.3 ,+41.6 t41J2' \ +46.1 +44.8 +44.0 43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTIF ED, S E PEAK f�00/.-€I T.
-50.7 -49.5 -48.6 -4 I -47.4 -46. 5' f- .8 -62.6 -60.1 -58.4 157.0 55.9 -55.0 -54.2 -53.5 -52.8 5. ALWAYS ROUND O GHT5�T0 E LE VALUE OR CONSERVATIVE ASSUMPTION.
12 ft - 12 ft - 6.CALCULATE THE TRIBCtTA1CAR AF ,HE OG IN QUESTION(HEIGHT'WIDTH)OR
+46.8 +45.5 +44.7 +43.4 +42.9 +42.5 1.9 +46.8 +45.5 +44.7 43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-51.4 -50.2 -49.3 - -48.0 -47.6 -47.2 -46.8 -46.5 -63.5 -61.0 -59.2 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD THE SPAN LENGTH NGS ONLY-THIS INCLUDES AS BETWEEN
EWN.USE THE AREA BETWEEN STRUCTURAL
13 ft RY
+47.4 +46.2 +45.3 +44 +44.0 +43.6 +43.1 +42.8 +42.5 13 ft +47.4 +46.2 +45.3 +44.0 +43.6 +43.1 +42.8 +42.5 AREAIOF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEIF THE ET)SHALL
-52.1 -50.8 -49.9 -48.7 -48.2 -47.8 -47.4 -47.1 -64.3 -61.8 -60.0 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.-FOR LARGER
14 ft +48.0 +46.8 +45.9 4 +44.6 +44.1 +43.7 +43.3 +43.0 14 ft +48.0 +46.8 +45.9 44.6 +44.1 +43.7 +43.3 +43.0 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
_ _ 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
15 -5 -50.5 -49.3 -48.8 -48.3 -48.0 -47.6 - 3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
48_6 +47. 4 .4 +45.1 +44.6 +44.2 +43.9 +43.5 .7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
---- - 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-533 X2.0---51.1- --50.4- -49.8---49.3 --48.9 -48.5 -48.2 -- - ---65.8 -63.2--61.4- -6 . - -58.8 >fS/. _- --56.2- -55.5 MUNICIPALITY IN ACCORDANCE WITH CODE.
16 f[ +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44,4 +44.0 16 ft +49,2 +47,9 +46.9 1+ . _ 2 4TT-+,q4; +44.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 f[ -66.5 -63.9 -62.0 -6,6� z ,6 ,`�08 -56.1 FACTOR OF 1.16.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+49.7 +48.4 +47.4 +46.7 +46.1 +4S.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 + 6s Lt5.6. 44.8 +44.5 GENERAL NOTES:
-54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 -6-'2. 5 0'.'-5 `]'" -56.7
SS DESIGN
18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18 h +50.2 +48.9 +47.9 +47.2 _ -+fi 1- 4 ' -7 j`�` .4 +44.9 METHODOLOGY1. TABLES "PER ASCE 7 TO BE -10 SEIN CTION 2.4. 1 AND CHAPTER 30 PART 1NCE WITH"ALLOWABLE EOR 33,USING THE
-54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 -67.8 765.1 -63.3 -6t9-- -�6`- ! .7 -S1 -57.2 CRITERIA AS OUTLINED HEREIN.
19 h +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 19 ft +50.6 +49.3 +48.4 +47.6 +47.0 -s 6.1 +45.7 +45.3 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-S5.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +q6.9 +46.5 +q6.1 +45.8 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
22 ft -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22 ft -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
+52.0 +50.6 +49,6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 +52.0 +50.6 +49.6 +48.9 +48.2 1+47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY.
-57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
24 ft +52.7 +51.4 +50.4 +49.6 +49,0 +48.5 +48.0 +47.6 +47.2 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47,6 +47.2 4.THIS SPECIFIATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 - -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND CORFLESPOWING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTEDJiE IN SHAL'L^BE.1 , ND VERIFIED BY THE GOVERNING
26 f[ +53.5 +52.1 +51.1 +50.3 +49.7 + _ X4$,3 +47:9, ,� 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47,9 BUILDING DEPARTM��'1`AFV ER(4 HOLDER:N RRANTY FOR APPLICABILITY OF TABLE
-58.8 -57.3 -56.3 -55.5 -54.9 -5 .4 1 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFER)DI -8F� < =�'
28(t 28 ft S.THIS SPECIFIA 10 I OTcTN NQED+T�•.Q ER ANY PRODUCT APPROVED
+54.2 +52.8 +51.7 +51.0 +50.3 + .8 ,_ +4 .9 48:i +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 .+48,5 CERTIFICATION. RE ER,,.. E2ARA"lf'��LYSIlJJ MITTED TEST CRITERIA AND OTHER
-59.5 -58.0 -57.0 -56.2 -55.6 -5 .0 qq`3, 5 .T -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE G, I4 SSTQTrATION^jIVFb, MATION AND APPLICABILITY OF THESE TABLE
30 ft '_ f' - 30 ft VALUES WHICH IST{B VEJiT_FlED.BY OTHHAS4 CCORDANCE WITH GOVERNING CODES.
+54.8 +53.4 +52.4 +51.6 +50.9 +50.4 _ +49.5 +}19 - - _ +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 a
6.ADHERE TO ALL l C�PROTE- ONES TEM ORDINANCES.
33 f[ -60.5 -59.0 -58.0 -57.2 -56.5 -5 .' .54 _ 'r',5 33 ft -74'6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7.NO CERTIFIATIO FERE R�? PI TTY OF THE HOST STRUCTURE.
+55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. � 9.9 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY P -`;li EIN,NO ADDITIONAL CERTIFIATIONS OR
36 ft -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED.
+56.6 +55.1 +54.1 +53.2 1+52.6 +52.0 +51.5 +51.1 +50.7 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL `HEIGHT
40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
45 ft -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 45 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 d a EAVE HEIGHT
+58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.11+52.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 ROOF
-65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 HEIGHT
soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 50 ft' +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 5 Q
87 -68
6 -69
7 -70
9 -71
3 -72
1 -74
4 -76
6 -78
-81
-66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 . . . . . . . . .
ss ft ss rc 5 4 5
+60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 +59.3 +56.2 +57,3 +56.6 +56.0 +55.4 +55.0 +54.6
60 ft -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 60(t -82'8 -79.fi -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 ELEVATION5
+61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES /� IS ETR C
REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m�
D O a INU ISSUE GSS TSB 03/05/12 0 -O
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS K \ a�
z REV 2014FBC DGM TSB 06/10/15 \ f X N-
_ = ASCE 7-10, CHAPTER 30 z ~ ,om
_ CORPORATE OFFICE: A•
z m 160 SW 12th AVENUE, SUITE 106 $; V Z
I1 DESIGN LOADS FOR COMPONENTS&CLADDING z
MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 a
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)3S4-O443 z m O
x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH p9885 z 3 0
d N N ADDIWPJTTINCONSENT OF S.OROTHERMARINEERING TOTHI DOCUMENT
ARE NS.O ASCE / ��O E:HELLO@ENGINEERINGEXPRESS.COM p° m
N
ADDITIONS.AN OTHERMARKINGSOUR TO THIS DOCUMENT ARE NOT z
PERMITTED AND INVALIDATEouRCERTIFICAnON. ENGINEERINGEXPRESS.COM `
.Florida Building Code Online Page 1 of 1
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Code Version 2014 FL# 1
Application Type ALL Product Manufacturer
Category ALL Subcategory ALL
Application Status ALL Compliance Method j ALL
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Approved For use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure I ALL
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Search Results-Ano lications
FL# Tvne Manufacturer Validated By Status
FLi 472 R1 Revision .Eastern Architectural Systems Keystone Certifications,Inc. Approved�O
History Category:Windows (717)932-85.40
Subcategory:Mullions
*Approved by DSPR.Appmvais by DBPR shall be reviewed and ratified by the POC and(or the Commission if neicessary.
I
Contact UsUs::2601 Blair Sane Road Tallahassee FL 32309 phone!850-487-1824' i
The State or Florida Is an AAJEEO employer.Comyright 2007-0 tate of Ftgrtda ::Privacy Statement::Acces=_ibllity 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 matt to this entity.Instead,contact the office by phone or by traditional mail,If you have any questlbns,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:
Credh Card
i
https://www.floridabuilding.org/pr/pr�_appjst.aspx 9/11/2016
Florida Building Code Online Page 1 of 2
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P1I
" FL# FL17472-R1
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
I �
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
tho.ard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@easternmetal.com
Technical Representative Timothy].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
i
Category Windows
Subcategory Mullions.
Compliance Method CertificationMark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc. j
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
.Certified By
' I
Product Approval Method Method 1 Option A
htq)s://www.floridabuilding.ore_/i,or`/`fDr�_app_4tl.aspx?param=wGEV,XQWtDqtCUGiz
gvjQiz6:.. 9/11/2016
Florida Building Code Online Page 2 of 2
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
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 R1 C CAC 622-104CAR.odf
Approved for use.outside HVHZ:Yes Quality Assurance ContractExpiration Date
Impact Resistant:Yes 09/22/2018 1
Design.Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28 odf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Independent Third'P
Evaluation Repo s
FL17472 R1 AE PER3286 HVHZ SS -28.odf
Created by Independent'Third Party:Yes
x:-74727 VHZ Clipped AturrilnVm TtSbe HVHZ Clpd(�tiimintirni7iublfulliona/eI;?Norizontal,T
and X Configurations
Limits of Use Certification Agency Certificate
Approved for:use.in HVHZ:Yes FL17472 R1 C CAC 622-101CAR.0f
Approved for use outside HVHZ:Yes x17472 R1 C CAC 622-102CAR odf
Impact Resistant:Yes FL17472 R1 C CAC 622-103CAR odf
Design Pressure:N/A FL17472 R1 C CAC 622-105CAR odf
Other:See drawing set for mullion size,Configuration.and FL17472 R1 C CAC 622-106CAR.odf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instr6ctions
FL17472 R1 II PA-0003 HVHZ SS 2015-02-28 odf
Verified By: Hermes F.Norero,P.E.73778
Created by.Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AE PER3285 HVHZ SS 2015-02-28 odf
Created by Independent Third Party:Yes
Balt Next.
' I '
i
1 a" all FL
The State of Florida Is an AA/EEo employer.Coovrlaht 2007-2013 State or Florida ::Privacy Statement::Accessibllity Statement::Refund Statement
Under Florida law,.emall addresses are public records.If you do not want your a-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 addressesare 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 dick here.
Product Approval Accepts:
®ERE
Cfedlt 06rd
I
https://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 9/11/2016
Document Title: Doc No: FRIM B1-02
Structural Performance Rev
;No: 7 Pe9e: 1 Of: 1
� rST�►!At' Certification
Authorization Report
Required By: PRO 131-03
CAR & Product ID,;Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 4/1/2015
Expiration Date: 7/18/2018
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. reportindicates 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 Model Name: 1"x4"Aluminum!Mullion HNITLX
10030 Bavaria Road Operator Type: Mull
Fort Myers FL 33913 Configuration: No Reinforcement
Max. VVidth: See Table
s
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-301 OW-8A/9A
Test Report Expiration: 7/18/2018
Authorized.Signature: Keystone Certifications, Inc.
I'j Digitally signed by Steven M.Urich 564 Oid York Road, Suite 5
DN-cn=StevenKMich,o=Keystone Etters, Pennsylvania 17319
Certificatlons,Inc,ou,
`email=surlch@keystonecerts.com, Phone: 717-932-8500
%i " y Fax:717-932-8501
Date:2015.04.01 11:02:39-04'00'
W W W.KEYSTONECER-TS.COM
YSTON
Appendix 1 CAR No:622-103.0
Expiration Date:7/18/2018
! I
I
Eastern Architectural Systems
10030.Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
3"x4"Aluminum Mullion, Horia/Vert/T/XI
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS
SPAN ILI TRIBUTARY WIDTH 'W' (IN.)
(IN:) '18 24 30 36 1 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 >.100.0 200.0
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 1200.0: 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 ILI TRIBUTARY WIDTH 'W'(IN.) !'
(IN.) 18 24 30 36 42 1 48 53.125 54. 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1200.0 200.0
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 1165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 1'34.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 1 122.9 111.0 1.109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 ;69.9 , 68.8 61.9
96 1 138.2 103.7 82.9 1 69.1 59.2 51.8 46.8 46.1 41.5
108 97.1 72.8 58.2 1 48.5 41.6 36.4 132.9 32.4, 29.1
Impact Ratings
I
ASTM E1996-Wind Zone 4,Missile Level D 1
PA/TAS 201/203-Large Missile and Small Missile compliant
I
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters;PA 17319
Phone:717.932.8500 1
www.keyston0certs.com
I'
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES II(,.�WI—I 'W2'—1 WI�W2'1
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTUREDTO COMPLY WITH THE 2010&5th EDITION I - 4 I I M
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. q / ' MULL
INDIVIDUAL UNITS ATTCHED.TO MULLIONS MUST BE IMPACT RATED. 0 SPAN'L'
4. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRYAND2X FRAMINGASAMAIN WIND FORCE ANCHOR CLIP,
RESISTINGSYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP
FOUNDATION IS THE RESPONSIBILTTYOF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. _ VERTICAL SPAN
S. 2XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 THE VERTICAL MULL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'L' SPAN L''�I
FOR THE PROJECT OF INSTALLATION.
MULLION �-
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECIACTUAL CONDITIONSFORA TYP % e ,W2,
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 v/, I_
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DARE PERA. Yui M
1.—f
7. MULLION&CLIP MATERIALALUMINUM 6005-TS&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL �� /� W1'
9. SEE SHEETS 5-9 FOR INSTALLATIDN ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES.. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME. TW 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.9.4. TYPICAL MULLION ASSEMBLY HORIZONTAL"TIT MULL SPAN
MULL
INSTRUCTIONS: 'ISPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULUDN THAT PROPERLY FITSTHE FENESTRATION PRODUCT. 'W2'
TABLE'OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: 0
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION .ONE-WAY-MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTE5,INSTRUCTIONS,ANDELEVATIONSMULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET II FOR ASSEM BLY AN D LOAD EXAMPLES. 'W1'
2 - MULLION DETAILS. IF ASSEMBLYTYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART.
_ ___ _ ___ _ 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS O_R EXCEEDS REQUIRED DESIGN
3' - ANCHOR CLIP DETAILS - --PRESSURE OF OPENING USING'CHARTS ON SHEET56-10.— -- --- - - -------" - - - -M -- - ------- - - - -- -
4 - MULLION SECTIONS S. QUALIFIED CLIPTYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE-ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
--r - - _ _6 - - -I'X.3-L8"(LIGHT)MULLSON DESIGN LOAD TABLES
--- 7 - 1'X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES — - - -- -- _ - - -- -- - - - - -- -- --- - -- -- - _.- ----'--_-- ---
B - 1'X 4"MULLION DESIGN LOAD TABLES ` ,LLTI l 111 f/T ` REVISIONS 0' EASTEW AAcw�TEpHu�srsmas
- -
-9 - - -
2"X 4"MULLION DESIGN LOAD TABLES -- - - - - 5 ��S_F• �- iii -- _. - _-- - _ _ - ED.Ste n EasrEFau afro sYw_�Y
10 - 2"X.6"MULLION DESIGN LOAD TABLES �`�•� • N.�.' IDBW]B2-A2VA
TDM
M 31
O
11 - MULLION ASSEMBLY AND LOAD EXAMPLES TrtiE:
7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
t-D T T r a'= G S TON NOTES
Digitally signed b Hermes F.Norero,P.E. `�` D2/05/13
DATE DMWNBY: PnEPAREDB
g y g y O(� L DQ:'�� D2'O5 13 TJH
�i C,$,•�...�..'..•... �j� �� DaAwwD RD: sGIL: BUILDLVG DRDP5.INC.
Reason:I am approving this document ", �� PROMATr NNO.DF
pp g A7'p6��JJ �� PA-0003 N.T.S. avrRoaaanoHHD.znTe
Date:2015.02.28 12:45:10-05'00' 3"UDNM � 6HEET: REN.
MM DERT.W Au A w W.=TD ev wre DescRmnarN nEv 1 OF 11
�I 2.000" I�-
0.250"
1.000'. --�I 2.000"
�-- 1.000" -�-� �-- 1.000°
y 0.250° 0.250" — 6.000"
0.125" 0,125° -+ 4.000" 4,000"
3.125" 3.125"
0.375" 0.625" 0.250° 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X'4". 2"X 4" 21"X 6"
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
NOTE:SEE SHEET YFFOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
,`,{{Il l l l �' REVISIONS EASXRNARCNIIERURAt lYSfFhS
rfflEaj;teriv ERKME0NOF
0'eS F. �j��r Eas1ERNNErusF.
A U"MImM M AN q oe"'Ye "UAT&AVAWA RI
� � • :�P FORT M'EP3,FU]pIDA33913
BOD4V-IID1
Tme HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
= 'fl TT Q;= U LION C OS SCID S
''''IIll--,, DATE CRAWN BY: PREPARPD 9Y:
DRAOu0N0. 13 =Lv E pSPECarFIuYEOF
lon us ••••••, % PA-0003 N.T.S. AUTHOAp MNN0.29579
6HEET; pEV:
iHPC CERT.OF AV ND.'.26lTB BV WTE DESCRIPf16V REV G GF 11
V. I 4- 0
0 0 12.25° o II 2.25"
2.25" 1.75"
2.625" 3.375" 0 ' 0 0 2.25" o
4.625" 5.375"
0 0
0:12 2"
2.25" � 0.125." 2I" I
0.125" 2" T-
1 21'
-121' X 5" X.1VOL-CLIP 2;26"
1 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 0.125" 2"
2" X 4" X 3.3/8" L-CLIP ALUMINUM 6063-T6
ALUMINUM 6063-T6 T-
2" X 4"X 5 3/8" L-CLIP
10.46" I ALUMINUM 6063-T6
2.50" 0,722"~I I+
2.25" 0 0 0.722" 10.46" _
o
2.25" 0 2.25" 0 1.75'
`O 2 2,5 0 0 2.25 0 1
�2,25"
1 ° o 0 0
0.188" U-T� /1
2.25" 0 2-1 u .25" 0
1.25" 2.125" 2.125"
0.188"
T 10 15/32" X 21/4" H-CLIP 21/4" U LIP 13/4" C IP 125 -1
ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 1 1015/32" X 13/4" H-CLIP
ALUMINUM 6063-T6
---- ------ --
-- -- ----8.251
2.25" 2.25" 2.25"
0 0 0 0
2.625" --- - - -- --- --- --- - - -- - - - -- — --
- ```\\\111111!lfff�fi REVISIONS _� Eastern EABTERN ARciaTEcruw.srstExs
r A—"OF
O O_ O __ _ O - `�\Q�_pSS.F. O(�� _ EABiERN NETAL�Y
1 ��,((�`\i, ' •`�,i .1rP:R w,oMmno wyo o'eawe 100]0 BAVARIA Rasa
jl FORT M'ERS,FIARIOA 3]ptl
0.125" `.r p, TntE. o"oaoz-zzoa
0.875" AA/� 7 G HVHZ CLIPPED ALUMINUM TUBE MULLIONS
II II * , *_ VERTICAL AND HORIZONTAL CONFIGURATIONS
4 •_ T T DF-0-2—/05/13
CLIP DETAILS.
DATEa WNOY: PREPAREa BY:
8 1/4" X 3 3/8" H-CLIP .gyp L P:' ��: 02 05 13 TJH
ALUMINUM 6063-T6 �� F, G�=� Druwwa ND: sca�E: � BFMCEft DFZ"sTEOF
TAPE GF0 �uw6z� TE ussiB 3PA— 003 N.T.S. AvrnoaaArzoNT+D.zsae
J90 EAS A SHEEP: REV.
BY aADEBCWP110N NEV11
INSTALLATION INSTALLATION INSTALLATION .
ANCHOR(SEE NOTES 21/2"MIN. ANCHOR(SEE NOTES 11/2°MIN. ANCHOR(SEE NOTES HORIZONTAL
SHEETS 6-10) EDGE DIST. I SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP,
CONCRETE OR °i e
MASONRY BY OTHERS A e. °'•
CAULK BETWEEN o G a MULLION CLIP
q' e, 0 11/4"MIN. 3/4"MIN. a EXTERIOR
CONCRETE/MASONRY&SX d• a .° EMBEDMENT EDGE DIST. p P.
WOOD BUCK BY OTHERS
----- - -- 'U'CLIP
v TYP.
ix WOOD BUCKCONCRETE OR__ ° EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN v I I
MULLION CLIP CONCRETE/MASONRY&ZX VERTICAL I
Typ• WOOD BUCK BY OTHERS a MULLION,TYP. I I
9.
I I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS a. MULLION
INTERIOR TYP. p HORIZONTAL SECTION
MULLION 4 T-MULLION INTERSECT DETAIL
C HORIZONTAL SECTION SIDEVIEW
g VERTICAL SECTION 4 JAMB-ZX WOOD BUCK
�. HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL I I
SIDE VIEW-VERTICAL INSTALLATION I I
ANCHOR(SEE NOTES
SHEETS 6-10)
HORIZONTAL
_ MULLION,TYP.
EXTERIOR i i INTERIOR
MULLION EXTERIOR INTERIOR
NOTE
I I TYP. MULLION CLIP
- DETAILS SHOWN ARE.TYPICAL FOR ® ® TYP.
I I ALL MULLION&CLIP ASSEMBLIES. VERTICAL
I I SEE SHEETS 640 FOR ALLOWABLE
MULLION CONFIGURATIONS,SIZES, MULLION,TYP.
MULLION MP - - AND-DESIGN PRESSURES.---- - - -- --- -- -- _- - - --
TYP.
E HORIZONTAL SECTION
SIDE V EW.
4 X-MULLION INTERSECT DETAIL
-- -- -- •° e o.
e
-- --- -'-- - - - -�d- ' ' -o =- •: �- '1.1/4°-MIN. - --- '-- - - -- -` -- - -- --- - ---- --- ---r-- _ _ - --- - -- -
:d• ° EMBEDMENT - - — -- -
- PR _ - .n -=-a -d - - - - +-- \��� �S F. ►JO�1�" - - REVISIONS
BY OTHERS En ""�cnrecmO
�Y �.. Eastern A° °P
\\\\��" • .L�I� A4 •MINUM'ANe V•qv�' FORT,%kommml,
INSTALLATION C \\.O ime w y�o ��q q•
ANCHOR(SEE NOTES 2.1/2"MIN: t 7 = G HVHZ CLIPPED ALUMINUM TUBE MULLIONS
SHEETS 6-10) EDGE DISTANCE * ;*_ VERTICAL.AND HORIZONTAL CONFIGURATIONS
A VERTICAL SECTION. :�% T INST CATION D ILS
wTE:DRA4Y118Y:. PIiEPMEO BY:
i O .. C bt- <V,: 02 OS 13 TJH suu°uxonoPs.uu.
4 SILL-CONCRETE/MASONRY hr u G °nnvn G sweWE
SIDE VIEW-VERTICAL us�i % PA-0003 N.T.S. AUTHOODII WONNO.O.iosre
iHPE A �'pOrl lq,
2078 sv wre osscsvnoU �" 4 OF 1 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
MULLION AND CLIP ASSEMBLY
TYPICAL.ASSEMBLY SHOWN WITH 1"x 3 118"MULLION
— — — — AND H-CLIP.OTHEWMULLIONS AND CLIPS ARE APPROVED. - - - --
SEE INDIVIDUAL MULLION SHEETS
\`\1111 IIIf1l" REVISIONS C�Slern '"�XO��P''�SYsm'g'
\�\(�y� /n EASFERNMETALSYN+LY
% `�.G.I���� \ �I OLUfiNINI4 ANO VINYL 100]0 BAVARl4R0AD
`\��. . �Oweovr�wwq 000wo FOR���.FLORIM3991]
7 n HVHZ CLIPPED ALUMINUM TUBE MULLIONS
j* VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLIION AND r.1 IP SSEMBLY DETAILS
DATE:DRAWN BY: PREPMEO BY:
02/05/13 TJH BUfLDINGDROP5,IN5
�''(l\ • • G\,� OMWWG NQ SWE: FBPE LERTEFLOATEOF
\� PA-0003 N.T,S. ARHOR=AnON NO.E9578
398 FAS � 1SB SIIEETt REV:
oAUWy p BY DATE oEscwPnou REv 5 OF 11 —
FBFE fIRT.ua'w�i wlimi Na zes7o
MULLION
DESIGN PRESSURE LIMITS FOR MUW ON!1"x 4"-ONE-WAY MU W ONS -'I 1.000" MULLION.
SPANT TRIBUfARYWIDTH'W'IN.
IN. 18 1 24 1 30 36 42 48 53.125 ..54 60 -
24 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0, 200.0 200.6. 200.0 2DD.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
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 18LS 161.6 147.9 139.7 138.6 •1326 4.009' 1- 1-
84 200.0 159.9 130.4 11L2 98.0 88.5 82.5 `817 76.7
96 140.1 106.3 86.3 1 2 64.1 57.4 53.1 52.5 48.8 ONE-WAY MULLION DIAGRAMS
100 96.1 74.2 60.1 50:8 44.3 39.5 36.3 35.9 331
DESIGN PRESSURE LIMITS FOR MUWON:1"x4"-TWO-WAY MULLIONS I •��
SPAN'
L' TRIBUTARYWIDTH'W'IN. 0.250" MULLION MULLION.
(IN. 18 24 30 36 42 48 53.175 54 60 '
24. 200.0 200.0 200.0 200.0. 200.0 200.0 200.0. 200.0 200.0 3"'X a"MULLION
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1985 ALUMINUM 6005-T5
48 200.0 -2000 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. 1618 140.4 1229 111.0 109:2 98.3
84 200.0 154.7 123.8 103.2 880 77.4 69.9 bas 6L9 TRIBUTARY WIDTH ?
= WI2 W2
96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 -��--I
108 97.1 726 58.2 48.5.. 4L6 36.4 329 324 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS h 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
QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS
METAL,1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF P.WOOD SHALL BE MIN.S.G:0.55.
-- ---- - - --- - - - -•HOLLOWCMU-ANCHORS SHALL-HAVE-A.MIN.EMBEDMENT_OF-1-1 14/4"_&EDGE DISTA _2-1/2'.-HOLLO
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90•
0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
--
- 18 GA:{0:045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.V8"-THICK ALUMINUM.6063rTb:... --
O O O O \\IIIliltlff REVISIONS FASIERNARCHITECTUiW.MT Me
n o u \ I /0 .1..o
_ - 2 X a X 3 3/8 L-cuP 11 - Eastern - _
S F. /� EAs e w NET g srPFlr
--81/0. X I3/8 3/8"_H-CLIP �E o_ % -
,\ I� A4.alMINYM nNo VINYL FmmvAe.FIORxW J3813
** ALUMINUM 6063-T6 ALUMINUM 6063-T6 4i� ' :�P « «,e-•..•,tea• 'FroOa,z�ao�a u aao
MUST BE USED IN PAIRS Z ;O me
7 HVHZ CLIPPED ALUMINUM TUBE MUWONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
` x 4" MULLION
=. W DATE:ORAWIJ 9Y: PREPN2mM
NOTE:SEE SHEET 3 FOR SPECIFIC 5 On •. ( qP: ��/; 02 05 13 TJH evnoTnwDROPs.wa
CLIP TYPES AND DIMENSIONS, �i tc •• scAm
PA-0003 N.T.S. A FVTHOWATIONANO..29 7e
308 FAS. Sze 6HEEf: REV:
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Mo.OF Au NO.msTe Dr DA,E, oEscRiPrroR Rei 8 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL MULL
SPAN'I. I �— SPAN'L' I
Wil �� .,W2
MULL
SPAN'L'
Wl'
'wr
wl,
'wr
MULL
SPANSPAN'C W2'
'W2'
� r
HORIZONTAL MULLION HORIZONTAL MULLION r
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'W1' 'wr
MULL MULL
SPAN'L' 'I SPAN'L'
/ f
'W1. w1'
11175 777757.
MULL
SPAN'L'
W2' W2'
-VERTICAL MULLION -.--
-
- --HORIZONTAL MULLION —__ HORIZONTAL MULLION
-.. - - - —
- - -- - HINGED DOOR ITE W/�SIDEL- - --- - - - ---- -.
-- - �' REVISIONS [WE,98teirn
EAstERN ADWIM DF
NOTES: - - -- - --- - - - \\� C��S.F• Q 'i��i IomoenvnsRURDnD�svPPI_r -
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT �\1p�.• ��� ».`a�"w«"'"^'o o'o F.RT ECRB;K..M33B13
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. !• O mE
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY HVHZ CLIPPED ALUMINUM TUBE MULLIONS
ASSEMBLY CONFIGURATION VALUES. * = VERTICAL AND HORIZONTAL.CONFIGURATIONS
o T T f MULLION ASSEMBLY AND LOAD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED.
REPR
O 02 OS 3
• . OWIWNNWT
BAPEDIN6 DROPS.IN.
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PA-0003 oN.T.S. AOFOLAIIONNO.2957S
FBPE cmv a 4la&"im.mm e`• Oi1E 0E50R6'RDN mv 11 OF 11
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398 East Dania Beach Blvd.
BUILDING DROPS 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@ build!ngd rops.com
Product Evaluation Repo
Of
Eastern Architectural Systems, Inc.
E"Z Clipped Aluminum Tube Mullions
for
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.Florida Product Approval
FL# FL 17472
Report leo. 3285
Florida Building Code 2010 & 5th Edition
Per Mule 61G20-3
Method: 1 —A(Certification)
Category: Windows
Sub—Category: Mullions
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Product: HVHZClipped,Alumintum
Tube Mullions j
Material: Aluminum 6005-T5&6063-T6
Prepared For:
Eastern Architectural Systems
10030 Bavaria Road
Ft Myers, FI,33913
S F.
Prepared by:
'A
Hermes F. Norero, P.E. ;� . 0
Florida Professional Engineer#73778 _ * 7
Date:02/27%15
Contents: �0,�'-
Evaluation Report Pages 1—4
'?/ONA1
Digitally signed by Hermes F Norero,P.E. 0°s��t��°�,�
Reason:I am approving this document Hermes F.Norero,P.E.
Date:2015.02.2812:40:59-05'00' Florida_No.13778
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BUILDING DROPS FL#: FL.1747a
'/'.,M/A\\
A Perfect Solution in Every Drop i'' Date: 02/27/15
Certificate of Authorization:29578 Report No: 3.285
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Manufacturer: Eastern Architectural Systems,Inc.
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Product.Category: Windows
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Product Sub-Category: Mullions
Compliance.Method: State Product Approval Rule 61G20-3
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Product Name: HVHZ Clipped Aluminum Tube Mullions
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Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.1E. (FL#173778)for Eastern
Architectural Systems;Inc.based on Rule Chapter No.61G20-3,Method 1a of the State of Florida
Product Approval,Florida Department of Business and Professional Regulation-Florida Building
Commission.
a
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 201&&5t'Edition Florida
Building Code.
See Installation Instructions PA-0003,signed and sealed by Hermes F. Norero,P.E. (FL#73778)for
specific use parameters.
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Limits of Use: �
1. This product has been evaluated and is in compliance with the 2010&5th Edition 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.orstucco.
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3. When used in areas requiring wind borne debris protection this produc(complies with
Section 1609.1.2 of the 2010&5th Edition 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 1715.5.5 of the 2010 FBC and section 1710.5.3 of the 5tlh Edition FBC.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
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Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 4
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BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop Date: 02/27/15
Certificate of Authorization:29578
Report No: 3285
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Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code and Rule 61G20-3 for manufacturing under a Certification
Agency through Keystone Certifications,Inc.(FBC Organization#:CER1523).
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Referenced Code Sections.
1. 1715.5.5 of the 2010 FBC
2. 1710.5.3 of the 5th Edition FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report M CTLA 301OW-4 Report Date:07/18/14
Report#:CTLA 3010W-4A Report Date:07/18/14
Report#:CTLA 301OW-5 Report Date:07/18/14
Report M CTLA 301OW-5A Report Date:07/18/14
Report#:CTLA 301OW-6 Report Date:07/18/14
Report#:CTLA 3010W-6A Report Date:07/18/14
Report#:CTLA 301OW-7 Report Date:07/18/14
Report M CTLA 3010W-7A Report Date:07/18/14
Report#:CTLA 301OW-8 Report Date:07/.18/14
Report M CTLA 3010W-8A Report Date:07/18/14
Report#:CTLA 301OW-9 Report Date:07/18/14
Report#:CTLA 3010W-9A Report Date:07/18/14
2. Certification Agency.
Keystone Certifications,Inc.
(FBC Organization#:CER1523)
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Hermes F. Norero,P.E.
Florida No.73778
Page 3 of 4
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