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Fl FLI1968-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,Fl 33407
(800)432-2204
irodriguez@eastemmetal.com
Authorized Signature Bill Feeley
lrodriguez@easternmetal,com
Technical Representative
Address/Phone/Emall
I
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a licensed
i Florida Professional Engineer
r_ Evaluation Report-Hardcopy Received
i Florida Engineer or Architect Name who developed Walter A.Tlllit,Jr.
the Evaluation Report
Florida license PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12131/2018
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
A
Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-098
CERTIFICATION OF INDEPENDENCE PDF
FL11968 R4 COI EASTERN METAL SUPPLY INC., DRAWING 37-
095 CERTICATION OF INDEPENDENCE.PDF
FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096
CERTIFICATION OF INDEPENDENCE PDF
-IIQ6RRd coI FAST RN Mme" AL C pP Y2c INC..DRAWING 17-
094 CERTIFICATION OF INDEPENDENCE PdF
Referenced Standard and Year(of Standard) Standard Year
ASTM 5330 2002
SSTDIZ-99 1999
Equivalence of Product Standards
Certified By Florida Ucensed Professional Engineer or Architect
FL11268 R4 EauiV EASTERN MFTAL SUPPLY INC. DRAWING 17-
095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM
i
E-1926-PDF
FLI 1968 R4 EQUiv EASTERN,tjEIA-L SupPi Y,INC, DRAWING 17�
298 LETTER OF EQUIVALENCE SSTQ 12-99 AND ASTM E-1996.PDF
FL11968 9-4-,EQuiv EASTERNMETALSUPPLY,INC.DRAWING 17-
096 LETTER EOUJYLLENCE BETWEEN SSTD 12-22 AND ASTM -
E-1296.PDF
FL11968 R4 Eouly EASTERN.EET61.SUPPLY2qINC. DRAWING 17-094
LETTER EQUIVALENT BETWEEN 5SID 12-29 AND ASTM E-1996.pdf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 0912012017
Date Validated 10/28/2017
Date Pending FBC Approval 10/29/2017
Date Approved 12112/2017
Summary of Products
Fli. Model,Number or Name Description
11968.1 0,0400 Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel(2.25'Deep)-Non-HVHZ- to provide hurricane protection,
Drawing Number 17-094
limits of Use Installation Instructions
Approved for use In HVIiZt No FLI 1968 R4 11 EASTERN METAL SUPPLY2c INC. DRAWING
Approved for use outside WK.Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.Ddf
Impact Resistant.Yes Verified By,American Test Lab of South Florida Inc,
Design Pressure;N/A Created by Independent Third Party,Yes,
Other.Large Missile.Max,span is I2'-011 for+ZS,-25 p,sf, Evaluation Reports
and W-0"for+125,-130 p,sf,for sections 1,3,4,6,7,8, FLI 1968 R4 AE EASTERN METAL SUPPLY2
BA,9 and 11.See sheet 10 of Installation drawing for other INC. DRAWING 17-094 PRODUCT EVALUATION REPORTj)d
spans and pressures.Valid only for wind zones ,Yes
defined b STM E-
00.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
0
1196&2 '—rPLSeol(2.25"Deep)-Non-HVHZ- to provide hurricane protection,
Drawing Number 17-096
Limits of Use Installation Instructions
Approved for use in HVHZ.No FL11968_R4 II EASTERN METAL-9UPPLY.INC, DRAWING
Approved for use outside KVHZ-Yes 17-096 0,050 BERTHA ALUMINUM STORN PANEL PDF
Impact Resistant,Yes Verified By,,American Test Lab of South Florida Inc,
Design Pressure,N/A Created by Independent Third Patty,,Yes
Other:Large Missile,Max,span Is 121-1111 for+30,-30 Evaluation Reports
p.s,f.and 81-2"for+75,-80 p.s,f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING
header,See sheet 3 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT PDF
and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third PAAy,,Yes
by ASTM E-1996.
124 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 17-095
Limits of Use Instattatiort Instructions
Approved for use in KVHZ%No FL11968 R4 11 EASTERN METAL SUPPLY, INC. DRAWING
Approved for use outside uVia.Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM
Impact Resistant Yes PANEL.PDF
Design Pressuret NIA, Verifted By.American Test Lab of South Florida Inc,
Othert Large Missile,Max,span is 9*-8"for+30,-40 psX, Created by Independent Third Party,Yes
and 7*-2"for+70,-80 P,sf,for panels mounted without IRI Evatuatiork Reports
header,See sheet 4 of Installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY, INC,-DRAWING
and Prt**mM$04atkd only for wind zones 1.2$l3 as deuklect 17-095 PRODUCT r=VALtJAjjQNJjEP_QRLPDE
by ASTM C-1996, Created byladepe(t(letitThirst Party:Yes
11968.4 Clear Bertha Storm Panels(2 it4") corrugated polycarbortate,storm partels,retained or not by
i-Drawing Number 17-098 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ.No FLI 1968 R4 11 EASTERN METAL SUPPLY,INC. DRAWING
Approved for use outside HVHZ.Yes 1.7-098 CLEAR BERTHA STORM PANEL 2.25.PDF
Impact Resistant-Yes Verified By:American Test Lab of South Florida Inc.
Design Pressure.N/A Created by Independent Third Party:Yes
Other.Large Missile.Max/span Is 10'-0"for+28,-28 p.s.f. Evaluation Reports
A.S.D.and W-0"for+105,-110 p.s.f,A.S.D desgin load.See FL11968 R4 AE.EASTERN METAL SUPPLY.INC.DRAWING
sheet 3 of Installation drawings for other spans and
I
pressures,Valid only for wind zones 1,2&3 as defined by 17-498 PRODUCT OF EVALUATION REPORT PDF
ASTM)E-1996, Created by Independent Third Party,Yes
Fpct
C'MaOt Its,2,601 Glair Stone Road,Sanahassee Ft 3?n9 Ptyme;550-4%Nj RZ4
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mail to this entity,Instead,contact the office by phone or by traditional mail,It you have any questions,ptease:contact 850,488.1345,-pursuant to Section 455,$75
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GENERAL NOTESr -
T::STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED)7fAS`BEEN tWtF1EO FOR COMPLIANCE INACCORD4NC£' AFOYM8"1)MINIMUM&U8FDMENT OF TAPCON, ELCO PAMELAWTE AND OF TAP-GRIP ANCHORS ONTO CONCRETE BLOCK
w '
' 7H THE 20,ONES(MIAMI-DADF BROWARD COUNTIES).
17(6th EDITION)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SH4LL BE 1NSTAN,EO AT.HIGH,VELOCITY
ZONES UNIT SHALL 8E J 114-;.-I 3/8"FDR 2AAL4C NARIN ANCHORS AND J 7/B'FOR RED HEAD BYAt98Otr SLEEVE ANCHORS
. /
DESIGN WJND LOADS SHALL BE DETER14NEO AS PER SECTION 1609 DF INE ABOVE AlMnONEO'COD£. 112) 7/8'CALK-IN ANCHORS 51041'19V ENTIRELY..EMBEDDED IRIO THE'CONCRETE-BGOC7f.UNIL NO-EMBEDME r Iwo STUCCO
FOR A WIND'SPEED.AS REDUIRED BY'7HE JURtSDICTtON WHERE THESE'SHU77FOM WIU BE 1NSTAtLED AND -SHALL BE PERMITTED..11410-20 SCREW USED•SHALL.BE 1 1/21*LONG MIN7MUM:'SHOULD 57UCW EXLSr AND I'
FOR A�41NECUONALITY FACTOR Nd=2S,5.USING ASC£7-10 FOR INSTALLATITSNS UNDER 2017 FRC AND SHALL MINIMUM FOR WALLS W1J74 NO STUCCO.
:NOT,E(CEED;7HE>:NAXIMU14(AS.D)DESIGN PRESSURE R47INGS IND2:4IED ON SH&-TS5 THRU 4.- --
IN,ORDER,TO'VERIFY 1N£ABQVE CONgmLTN,`U47T1JATf L7E5fGN'W1N0 Q0D5 DE7FRMINEU PER ASCE 7-10 mix)MINlAff1M EMBEDAfENT OF J/4•o x,7/4"ALL PDINTS SOLID-SET ANCHORS Sha BE 7/8""7NT0-THE'QONCpET£BLOCK,NO
DESIGN 8E FIRST REDUCED TO AS
STfALL ,.tT. YitNq LOADS BY MULTIPLYING THEM;BY,O ti.IN ORDER TO _EMBEDMENT INTO STUCCO SHALL BE PL77MRTED 1 4'0-20 SS.MACHINE SCREW USED SHALL BE T'1/2'LONG
I�o COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO&7.5r AND !"MINIMUM FOR WALGS'W7N NO STUCCO
IN ORDER 70:VERIFY THAT COMPONENTS AND ANCHORS'ON THIS P.E.D.AS'IESTED Wfl7£Nor OYER S7RESSE'Do A 3JX INCREASE 8.4)1N CASE�THAr PRECAST STONE'OR PRECAST CONCRETE PANELS BE FOUNp ON THE EXISTING WALL ANCHORS SHALL BE
IN ALLOWABLE STRESSFUR WIND LOAD$WAS z6�j'USED'IN'THEIR ANALYSIS.A OU94WN FACTOR'CO=1.60 WAS USED FOR LONG ENOUGH To REACH 7HE MAIN STRUCTURE BEHIND SUCH PANELS.-ANCHORAGE SHALL BE AS'INDICATED Off NOTES IN
`VERIFICATION'OF FAS1ENEtS.1N WOOD. - - - - B l);AND 02)ABOVE.
STORM`PANEL'S ADEOUAOY FOR,IMPACT AND FATIGUE RESSTANC£HAS BEEN VE'RlFlED 1N ACCORDANCE WIRt-S£CTWN {809:1.2 OF (G)ANCHORS:SHAU BE INSTAUED FOLLOWTNG•ALL Or MC RECOMM£N04VOOIS AND'SPS71O VONS OF THE ANWOR:S
THE ABOVE MENFfONED''CODE AS'PER"AR REPORTS j 0121.0I46A j 0329.01-00,1'0925.01-00 AND 1057241-03 AND MANUFACTURER.
#061702-04.AS•PER IMPACT TESTING EQUIVALENT To ASTM£-1096 STANDARD&.ASW E MO-02 STANDARD LIMITED TO
INSTALLATIONS W17HW WJND ZONES 1,2&3 AS,DEFINED BY ASTM;£-199¢STANOARD;AND 1022t;01-01'PER TAS'204 202 203. X PANELS 94Y ALSO BE INSTALLED',HORIZONTALLY rGaDWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8'(SHEET 3&4 OF
Z.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 50.52-132.OR.S004-HJ4 ALLOY. 9)..EXCEPT THAT HEADER$3,"4-&v.SHALL NOT'BE USED.
3 all ALUMINUM EXTRUSIONS'S LL BE ALUMINUM AS TION 6063-r6 ALLOY'& TEMPER UNLESS-07HERIVISE NOTED' 8.IT SHALL Be' THE RESPONSIBILNY OF WE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCTEME WHERE SHtffmo is TO BE
STORM PANEL COMPONENTS 19 STUDDED PLATE AND SW CAP ARE PATENT PONDING. ATTACHED W INSURE PROPER ANCHORAGE INS SHUTTER SHALL ONLY BE ATTACHEa To CONCRD& BLOCK OR WOW rpmr '.
4.ALL SCREWS'TO BE"STAINLESS STEEL 364 OR 316 AISI SERIES OR CORROSION RESISTANT COATED:CARBON 57EEL AS'PER DPN• 9 THE RNSTALLANON CONTRACTOR IS TO SFAL,/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTIHVOUS CONTACT Wan 7HE
50018 W/50 W YtEGO-STRENGTH AND 90 ke-TENSILE-STRENGTH&SHALL COUPE W1 FLORIDA BUILDING CODE SECTION BUIL&NO TO AREYENT.WIND/R91N INTRUSIt7N. CAULK AND SFiM.5NUT!'LF'TRACKS ALL AROUND F7,lLL LENGTH.
2411.3,J.4:
�5"B.OLM TO BE ASTM-.A-307.GN.VANIZEO STEEL OR AISI 304.SERIES.STAINLESS STEEL, WTTH 35 firs,MINIMUM TIDO STRENGTH:: 10.. (a)THIS'P.E.D PREPARED-BY HIS ENGINEER 13 GENERIC AND DOES NOT PP04DE INFORMATION FOR A SITE SPECORC'PROJECT-i.e.
WHERE THE SITE CONDMONS DE_VATZ FROM THE P.E.D.
6,ANCHORS TU WALL SHALL BE AS Fi LLOWS:,(UNLESS OTHERWISE NOTED)
(b)CONTRACTOR TO,BE RE5PONS/8LE FOR 7HE;SEk£CTtON,PURCHASE.ANp lNSTALCA7PON GNCI.UDlNG LIFE SAFETY OF THIS PRODUCT,
(A) TO EXISTING POURED.CONCRETE' EASED ON THIS P.m PROVWEO'HE16HE Do-m NOT-awrE IRON THE CONDfiDNS DE7MGED aN.THIS DOCUMENT.
- 114-0 TAPCON ANCHORS AS MANUMOTURED BY LT.W.BUXOM- L'ONSI7PUCDON SAF£IY AT SITE'7S'7HE CDNIRAGTOR'S RESFONS/8fLT1T:
- 114":a GF TAP-GRIP ANCHORS,[AERTHA SRJD-cCN)."AS.mANUFACTUR£D BY-TRU-FAST GORPORAT{ON. (c) TMS PE.D: WELD BE CONwEREO BAUD fF-ALTERED:.Or ANY MEANS.
l/4'.sf ZAMAC--XVUN ANCHORS AS-MANUFACTLRED'BY POWER FAST£N£71, INC _
718r",C4L-1N ANCNt9R5 OR ELCo mats&temats"'PANELMATE'.AS,MANUFACTURETJ (d)SRE SPECIFIC PRLNEC7S SHALL BE PREPARED'BY A FLORIDA RE'CISTERED ENGINEER OR ARCHI7ECr WMCN VALE BECOME TNF
-
BY POWER FASTENERS"INC,AND ELCO CLNNSTMUCPON PRODUCTS,'"RESPECTIVELY, ENGINEER OF 1TWORD(CO.R.)FOR 7NE PROJECT'AND'WHO WELL BE RESPONSIBLE FOR THE PROPER USE OF THE P.&0.
1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS�DISTRI8UTEO BY ALL POINTS'SCREW,-:BOLT B.SPECIALTY COMPANY ENGINEER DF RECORD,ACTING AS A DELEGATED ENGINEER-TO THE PE.&ENGINEER,SIIALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC ORAWINGS FOR RENEW.
NOTES - (e)THIS P.E.D.SHALL'BEAR THE DATE AND ORIGINAL SEAL.AND SIGMTURE OF THE PROFESSIONAL ENGINEER'OF RECORD 7H4T
A 1}N7NILIUM E74BEOMENT INTO POURED CONCRETE OF TAP=ANCHORS LS 1 S/4,,� T't3R IN[AC NAJtJN-ANCHORS IS T 3/8'; PREPARED IT.
:.
FOR ELCO PANELMMTE.ANCHORS I$ T 3/4'AND FOR CF TAP-GRIP ANCHORS:IS 1 1/43 D
11.SHLTI7ER AfANUFACTUR-R`$S LABEL SHA14 BE LOGA7E0 ON A READILY WSIBLE LOCA17ON AT 57ORM'PANEL IN ACCORDANCE-WBN
A.2)7/8'CALX-IN ANCHORS SHALL.BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE: NO.EMBEOMENr INFO,'STUCCO SEC77ON 1709,8.3 OF t20RID4 BUILWNC:000E ONE;LABEE.,SHALL BE PLACED MR EVERY OPENING.
4*tL,B£PERMtrrm 1/4"0-20 SORESVS-VSED�SWLL-BE 1 !/2'LONG MfNfMUM SHOULD STUCCO;,E ST,AND 1"- LABELING TO COMPLY�ENnT'SECTION 1764.9.2 OF TME FLO%DA BLDLDINGCODE
'MINIMUM PEAR WALLS WITH NO'STVCCO. '
A3)MINIMUM EMBEDMENT OF 1/1:*0 x 3/4`A44 POINTS SOLID-SEB`ANCHORS,51064,BE 7/8`INTO THE TE?
POURED'CONCRE
NO'EMBEDMENT JA70I STUCCO SHALL BE PERMITTED: 1/4'0-20'SS;AWCHINE SCREW USED SHALL BE 1 1/2'LONG
,MWlAJtRf'SHOULD STUCCO EXIST,AND T'llINIMUM FOR WALLS WITH NO STUCCO,.
A.4)ON CASE THAT.PRECAST STONE PRECAST CONCRETE PANELS AR.PAVERS BE FDUND ON THE L7f1STtNG WALL OR FLOOR,
ANCHORS SHALL BE LONG ENOUCH 70 REACH THE.-MAIM STRUCTURE BEHIND'SUCH PANELS,ANCHORACE SHALL_8E AS }glfl fklU'Mirrutt•,.'
3'..... W✓ • �. ..
IN
71-115"'DRAWING SHALL UsEv TO
ONLY E
(B)"TD EVSlINc CONCRETE BLOCK}WALL.2) r \\���Q r�S 0STAIN PERMITS, THE STATE OF F RDA,
1/4'0'TAPCON ANCHORS AS MANUFACTURED.BY L T.W"SURDE7f,: �GI~NSy�"'
f/41C'CF TAP-¢ROP ANCHORS;.(BFRTHA s7yp-CON),AS MANUFACTURED-BY 7Rl!_-FAST-CORPoRARON .\ �.-f
1/4'.O 2AMAC AWUN ANCHORS AS MANUFACTURED BY POWER,FASTENERS, INC " " 'r s ,
) 4 0 x 7/8';CALK-IN ANCHORS OR EGCOmsfs h Jclnals PAN£tMA7E'AS
1ANUFACIUREO «. A �;
BY POWER FASTENERS,INC,AND ELCO CONSIRUCTION'PRODUCTS.''RESPECTIVELY..
!/9"p x j141 ALL POINTS SOGp-SET,ANCNDRS AS l71STRIB41TED BY ALL POINTS SCREW,BDkT&SPECJALtY COMPANY t-.« - � - FLORIDA'8U1LD1NG-CODE (Non:High Velocity Hurricane Zone -
/ / - - BY I.TW, BUILDEIL `_,semOil - 1
1 a•-8 RED Ifrtw•ornreocr sEEEVE ANCHORS AS MANUFACTURED ,lt, aza17,TR1ECD,,NC. ' 0.•050'-QERTHA"ALUMINUM STORA4 PANEL cc
K.yS'�ON111' �iy1A (2.25"DEEP) f BW
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sealr J/rs..r !'•rr�irr!r)/s!r aus xw��.a�:r� rui`-Is�w`.rte easws�sreas arron�(sar}log-ersz str:(sar)ssr-r7ts 17-096.
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'(SEE COMPDN£N75,SHEET fA OF 9)
-y CONCRETE ANCHORS (SEE SCHEDULE) -'
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STORM PANEL TYPICAL .ELEVATION CoMPaNNTs SHEET fns
SCALE: f/8'_, I'
�1/4-Mox. GAP } �jaa Alox. caP
' FLORIDA BUILDING CODE (Hon.Nigh,Vele CW Hu one Zone
V20f7TZMW. vc 0.050 BERTHA'ALUMINUM STORM PANEL
(2.25-DEEP) ruuwv ar _
SECTION A--A - _ EASTERN METAL SUPPLY, INC
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