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FL# FL11968-R5 0(
Application Type Revision ��
Code Version 2020 � V� � � F.Application Status Approved Q®r C o•"��''NTY
C CtE col
Comments ST. L"
Archived t3occ
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(800)432-2204
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
bfeeley0eastemmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professlonal Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FL11968 R5 COI-C01 EM5 0.040.ndf ykle
F0.1968_R5 C01 C0I EMS-0.050.ndt
fL11968 R5 COI C01 EM5 24.odf
EL11968 R5 COI COT EMS CLEAR.pd
Referenced Standard and Year(of Standard) SWUldard Year
ASTM E1886 2012
ASTM E1996 2012
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
wwwfloridebuilding.org/pr/pr app dtl.aspx?param=wGEVX0WDncYYl*hA^nr'r'W7r- �.- -
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/19/2020
Date Validated 11/06/2020
Date Pending FBC Approval 11/06/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
11968.1�^�^ 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to
(2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection.
Number 20-180
Limits of use _+ �~— Installation Instructions
Approved for use In HVHZ:No FL11968 R5 II DRWING EMS ,p.04% df
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florlda,Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS 0.040.pd
and 4'-0"for+125,-130 p.s.f,for sections 1,3,4,6,7,8,8A, Created by Independent Third Party:Yes
9 and 11.See sheet 10 of installation drawing for other spans
and pressures,Valid only for wind zones 1,2&3 as defined by
ASTM E-1996.
11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to
(2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection.
Number 20-182
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL11968 R5 II DRWING EMS 0.050.12df
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc,
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other,Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. FL11968 R5 AE PER EMS 0. 50.pg
and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party:Yes
See sheet 5 of installation drawing for other spans and
pressures.Valid only for wind zones 1,2&3 as defined by
ASTM E-1996.
11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by
Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection.
HVHZ-Drawing Number 20-181
Limits of Use Installation Instructions
Approved for use In HVHZ:No EL11968 RS II DRWING EMS 24.pdf
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile. Max.span Is 9'-8"for+30,-40 p.s.f.and EL11968 R5 AE PER EMS 24.p-df
7'-2"for+70,-80 p.s.f.for panels mounted without"H"header. Created by Independent Third Party:Yes
See sheet 4 of installation drawing for other spans and
pressures.Valid only for wind zones 1,2&3 as defined by ASTM
' 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by
Drawing Number 20-184 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL11968 85 II DRW NG EM$ CLEAR.p
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile.Max/span is 10'-D"for+28,-28 p.s.f. FL11968 R5 AE PER EMS CLE6"-d-
A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See Created by Independent Third Party:Yes
sheet 3 of Installation drawings for other spans and pressures.
Valid only for wind zones 1,2&3 as defined by ASTM E-1996.
ED
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824
The State of Florida Is an AA/EEO employer.Copyright 2MI-2013 State of Florida.::Privacy Statement::AccessibIl ty Staternan
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 -
www.Wdabuilding.org/pr/pr app dt.aspx?param--mGEVxc'wtn-.-Vi-MA--^^ "--
i
I. smw PANEL.sNom ON "Ns PRODUCT EVALUATION Gomm(P.E.D)HAS KEN VERRTED FOR OOAPLAHBE IN ACCORDANCE
WTfN THE 2020(7II1 EDITION) OF THE FLORIDA BIMMIG COD[ (B) TO BXLS M CONl7P W&LOCK WALL•AM C-00
IMIS STORM PANEL SYSTEM SNALLAMj BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MANNER-DALE/BROWViAD wtwrrj -114'P TAPCON ANCHORS AMNTAFACIURED Or LT.W. UNMOEJL
DESIGN MID LOMOS SHALL BE MAIMMMW AS PER SECTION MM OF THE ABOVE AMW70 V CODE. FOR A RIND SPEED AS -rND I x COA6718' CALK-IN PRODANCHUCTS.
oR P CT WLf t iFMALE PANELGTE'LMNOrACTURED BY DEwACT, M.
REQUIRED Or THE J�SgCTON WHERE THESE SHUTTERS WILL ME INSTALLED AND FOR A ORPEC71ONAUTY FACTOR Kd.O.BS. AND o x CONSTIPLICTBIOW PRODUCTS,rr ANCAVELY.
USBNT Awc T-rs SHALL NOT acM THE manaM/(A.9.D.)amw PoE MPE mrafflS avICATED ON SYEE7S 4 t s. -1/I'r x S/I"ALL POLN/S SOLED-SET ANOCMORS As DD"IRJBU1fD 8Y ALL POINTS SCREW, Bar t sPfCD17Y
coMrPANr.
IN ORDER 70 VERIFY THE ABOVE COHOOM ULlIMAIE DESIGN WIND LOAM OF.TERIONED PER AM 7-16SHALL BE FIRST NOTES:
REDHCED TO AS.D. OESI6H WHIR LDAOS Br MRLTU tvm n"Or 0.6 IN ORDER TO COMPARE rwW W/MAx. (A.S.D)DESIGN B1)MNMW EINIMMENT OF TAPCON ANCHORS AND ELM PANELMATES RFAO THE COWAM BLOCK UNIT SHALL RE
PIIESSLAAE RATNGS RDHCATED ON SHEETS t t Q 1 1/4-
57OR11 PANEL'S ADE0fA1CY FOR LIAPACT AAD WEWLO MTES67AACE A"ARM 4E7R97ED IN ACCORDANCE MN SFCTIDW 1sOR I.ZOF B2)7/s-CALK-MI ANMORT AND 3/A-SAUD SET ANCHORS SHALL Of ENTERRr LTA4o=UNTO IME CONCRETE
BLOCK 6 W.. NO CAMICINIENr BOG SITA000 SMALL RE PERAMTIEA
THE ABOVE MMIGAW CODE AS PER ATL REPORT 10130.0/-01 AND,P0MOT-07. PER NNP1Cr TESTING EOLWALENT TO 1/4'0-20 SCREWS USED SHALL BE 1 1/2-LONG WMUM SIM"570000 EXIST.
ASTM E-I M6 STANDAND t ASIM E MO-A2 SrANAVA UNITED TO M07ALL MNS WHIM WM ZONES 1, 2!3 AS WIMP AND 1'WARD /FOR WALLS W YK N0 STUCCO.
BY ASTM E-1096 SIANDARD. - &3)M CASE TIMT PRECAST STONE OR PRECAST OONUAM PANELS BE FOUND ON IME
2. CLEAR LLE M STORH PANEL WU.BE ET MWW USING ANY OF THE FOLLOWING POLTCARSONATE SOURCES MEN INN EXISTING WALL.ANCHORS SMALL M LOW ENOUGH 70 REACH THE ANN STRUCTURE
CORMESPCUBMIIG MODEL NVAMOM RElMiD SUCH PANELS.ANCHORAGE SHALL DE AS NO MINE ON NOTES 9N AI)R B.2)ABOVE.
GENERAL ELcenw Pan= LEXAN 103 (C)ANCHORS SHALL BL 915rALLED FOLLOWING ALL OF THE RECOIfMN4ATIONS AND SPECO'"TIONS OF THE ANCHORS
DOWN CM MWAL CALMNE 302 V-6
CAYEsrft LM "UMMON POEM M MONATE SHEETS 7. PANEL NAr ALSO BE omsu LED hvmm TALLY muo1WBNG AVSTALmmw Ar7AB5 S7OWW ON SE07ON5 I TMRU 3 SMEfT 3
of A
MMr/ W PROPERTLES FOR ALL OF THE ABOVE POLYGARMIGMATES ARE AS FOLLOW& A STORY PANEL SHALL BE REMOVED AFTER THE HURREArE AND SHALL BE STORIED AND PROPERLY MAKrANED.
7"qM FKATAW ES APMEA.AME S7AASMfm MPUOM AcKer 9.IT"U.BE aE RESPONSIMILI7Y OF IE CONTRACTOR M WRAFY THE SOUNDNESS AF THE STRUCTURE WHERE SMJT7ER LS TO
BL ATTACHED TO OMM PROPER ANCHORAGE:
SPECR'M DRAW" ASTM D792 1.20 G/CC Id. SHUTTER MANUFACIURERS LABEL SMALL RE LOCATED ON A REAOLr YISMILE LOCATION AT STORY PANEL SNYTTER RN
ANMIUM ACCORDANCE WIN SECTION IM.P.3 OF FLORWA BUIILDBO CODE. ONE LABEL SHALL BE PLACED FAR EVERY OPENING.
TEI ME MELD STRENGTH ASYM 0636 47M p s.L LABELM TO MMY WITH SECTION 17099.2 OF THE FLORIDA BUILDING CODE:
FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 P.S.I. 11. THE NSTALLATON CONTRACTOR IS TO SEMI CAULK ALL SMITTEN CONIPBWENT EDOES WHICH REM41M IN CONTNUOUS CONTACT
FLEXURAL MODULUS ASYM DYM J-M000 As.L WITH THE BENDING TO PREVENT URN)~MMUSDM. CAUL/(AM SEAL SHUTTER IvACKS ALL AROUND FULL LENGTH.
AkIMM a sTOBN PANEL wALLAnow SHALL CO mr mm SPECS mxATED IN THIS DRAmw PLUS ANY smAMG AMI ZONMO
NOTCMo R00 ASTY 0256 IS rr-lblkl AEGILATONS PROVIDED BY THE MCHOV WHERE PMAT LS APPLIED M
11 (A)THIS I.E.D. PREPARED DY INNS ENGMaR IS OENEMC AND DM NOT PROVIDE RNORMUMN FOR A SITE SPECM
SAME DEALS" ASTM D2843 75(MAX) PROJECT/I.E. WNW THE SITE COMA M IS AFMTE FROM INC A.F.D.
RATE OF BURNAMG ASTM DOM C-I CLASS (B)CONTRACTOR TO BE RESPARME FOR THE SELECTION; PURCIIASE AND NSTALUAWN BNCGJDINO LIFE SAFETY OF 7MS
("X) PRODMT, BASED ON THIS P.E.D. PROVIDED HE/SHE OM NOT DEVIATE FROM THE CONDITIONS"TAN"ON THIS
SELF IGANTOM ASM 01929 650 f VOCVWff. CONE1RHC1IGN SMM AT SATE M UK CONIMACIORS MICMVSMILHr.
(C)AMC/AM WILL BE COwSWO M ANVALO LF ALFJM0 Or ANY MEANS.MALL ALf/YNAAI EXRPU/SIGNS SHALL OfALLA9NNIW ASSOCATlON 6013-76 ALLOY t IEYPER.ALL ALINMRAL EXTRUSIONS HY
CAVTACT WON RMAM AIR w/ERIALS SHALL CO MY 017M SECMM M-6 OF THE 20I5 ALLpA01R.W DESIGN A MEAL. (0)SITE 3MfCRIC PAO„tECTS SMALL BE PREPARED BY A FLOIWAA AEU; MMV EM,76"M OR ARCM7=7 W&W All MOW
I.ALL SCREWS TO RE STANLEM SM J04 OR 516 AIN SERIES OR CORROSION REwsrANT COATED CARBON STEEL AS PER ON THE MO9YM OF RECORD(EAR.)FOR THE PROJECT AND WHO WILL BE BESP&M UE FOR TIE PROPER USE OF THE
500/6 w/30 Aw VETO sT rWW AND 90 ASL r9caE SMEM M t SHALL Comr w/FLORIDA BUY.ONO CODE P.E.D AVAINFFR OF AECORA ACIM AS A DELESAM VM EM 70 THE PLEA ENYMIEEIP, SHALL SOW TB TINS
SFVMM AMA" LATTER THE SITE SPECIFIC DRAWINGS TOR REVIEW.
S. BOLTS TO BE ASTM A 307, GALVANIZED OR AM 364 SEMIS$TANA=STEEL, WON 36 KS1 UK YIELD STRENGTH. (E) 00 P.E.D.SHALL BEAR IME DATE AND ORIGINAL SEAL AND SM.ANTURE OF THE PAOFESSOMAL ENGINEER OF RECCAV
S ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLMATIOWS. THAT PREPARED O.
(A) TO EXISTING POURED CONCRETE:MML FC=3 IM
-1/4-P TAPCON ANCHORS MMMRACTUMEO Or LT.W.BALM no mnw ma cmr Br(an rG
--1/4-0 X 7/1-CALK--MN Alpgf M OR 6M MALE t JEWLE WA MUATE-NAMAFACHAREC BY DEWALT, INC AMU ELCO AWAAN PMM IN Off SMW Or J2QA�11
CON SY NJCPIDM PRGDUCM REsFEc"Mr.
-1/4-P X 3/4-ALL PGIWTS SOM-SET ANCHORS AS LN57iEXWD BY ALL Mws SmW. BGKT t SAmALrY COMPANY: �N1NN111N1/N11N
`?aa`���L A.TI((77NOTIM. �
AWIAIWM EMMEDLEMr INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/I-AND FOR ELCO PANELMAIES IS 1 3/I'. r�'SCE .'�9
A.2)7/A'CALK-IN ANCHORS AND$14'SOLD SET ANCORS SHALL, 0E ENTIRETY EIMEDOEO INTO INC POURED CONCRETE = N0.44167 *_ *AMN LUM�'
NO EN OWKr INTO STUCCO SHALL RE PERMRTIEA :
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0- SCREWS STATE OF IL EC O/ND. EAMM MIAL -q#ft.Y. INC I.n
A.3)IN CASE THAT PRECAST sfalr~PRECAST QOIUCRm PANED OR PAVERS BE FOUND ON THE EXISTING MALL OR Fwo r
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