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Product Approval Hems>Product or Aonllcation Search>Application List>Application Detail
FL# FL11968-R3
Application Type Revision
Code Version 2014
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@easternmetal.com
Authorized Signature Bill Feeley `r" JI
F
Irodriguez@easternmetal.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 Professional Engineer
Vi Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.
the Evaluation Report
Florida License PE-44167
.Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Frank L. Bernardo, P.E.
7 Validation Checklist-Hardcopy Received
Certificate of Independence FI_11968 R3 COI 2251mpanelsC1.1)df
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
SSTD 12-99 1999
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuildin-.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 9/22/2015
CPage 2 of 3
Code Online
Date Submitted 04/23/2015
Date Validated 04/28/2015
Date Pending=~C Ani),ova! 05/06/2015
Date ADD,OVe.- 06/22/2015
Summary of Products
FL# {Model,Number or Name Description
11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection.
Drawing Number 15-042
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15-
Approved for use outside HVHZ:Yes 042.odf
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 12'-0"for+25, -25.p.s.f. Evaluation Reports
and 4'-0"for+125,-130 p.s.f.for sections 1,3,4, 6,7,8, FL11968 R3 AE EASTERN METAL SUPPLY
8A,9 and 11.See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.pdF
08-145 for other spans and pressures. Created by Independent Third Party: Yes
11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks
Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection.
Drawing Number 15-044
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15-
Approved for use outside HVHZ:Yes 044.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 12'-11"for+30, -30 Evaluation Reports
p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG.
header. See sheet 5 of installation drawing for other spans 15-044.pdf
and pressures. Created by Independent Third Party: Yes
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 15-043
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15-
Approved for use outside HVHZ:Yes 043.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 9'-8"for+30, -40 p.s.f. Evaluation Reports
and 7'-2"for+70, -80 p.s.f.for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY
header. See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.pdf
for other spans and pressures. Created by Independent Third Party: Yes
11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by
Drawing Number 15-046 tracks to provide hurricane protection.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15-
Approved for use outside HVHZ:Yes 046.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 4'-0"for+105,-110 p.s.f.A.S.D desgin load. FL11968 R3 AE EASTERN METAL SUPPLY
See sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15-046.pdf
pressures. Created by Independent Third Party: Yes
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Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional 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 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:
httns://www.floridabuilding.orl7/nr/Dr abp dtl.asi)x?param=wGEVXQwtDgsxYIeb4opOD... 9/22/2015
GENERAL N07E5:
1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE _
WITH INE 2014(5th EOIRON)OF THE FLORIDA BUILDING CODE. (B) TO IXISBNG CONCRETE BLOCK WALL:ASTM C-90
7WS STORM PANEL SYSTEM SHALL LK BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MtAW-040£/BROWARD COUNTY). -T/4 0 WCON ANCHORS A4WUFACARED BY LT.W'.BU205.
-114'0 X 718' CALK-IN ANCHORS OR ELCO MALE&FEMALE'PmEwm'MANUFACTURED BY POWER FASTENERS,INC
DES16N WIND LOADS ShAU BE DETERMINED AS PER SECOOM 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSMUC17ON PRODUCTS RESPECTIVELY.
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND -1/4'0 X 314'ALL t OWS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPEWLTY COMPANY.
FOR A DIRECT70NAUTY FACTOR Kd=0.85 USING ASCE 7-10 FOR INSTALLA77ONS UNDER 2014 FBC AND SHALL
NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE R47INGS INDICATED ON SHEETS 4&5. NODES
W ORDER TO VERIFY THE ABOVE CON077ON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE
SHALL BE FIRST REDUCED TO ASD.DESIGN WIND L0405 BY kumi1NG THEM BY O,6 IN ORDER TO 1 11_4'
TO COMPARE THESE W/MAX.(A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. Ba) 718 C4LK-/N ANCHORS AND 314"SOLID SET ANCHORS SHALL BE ENIERKY EMBEDDED INTO THE CONCRETE BLOCK
UNIT.Np EMBEDMENT IN70 SR/CCO SHALL BE PERMITIED.
STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN W IVRED 1N ACCORDANCE WITH SEC77ON 1609.1.2 OF 114"0-20 SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,
THE ABOVE MENTIONED CODE AS PER AR REPORT $0130.01-01 AND jp70J.01-07,PER SSTD 12-99&ASIM E 330-02, AND 1'MINIMUM FOR WALLS WITH NO STUCCO.
STANDARD &J)IN CASE THAT PRECAST S70NE OR PRECAST CONCRETE PANELS SE FOUND ON THE
DUSTING WALL,ANCHORS SHALL BE LONG ENOUGH 70 REACH THE M4W STRUCTURE
2. CLEAR BFR7H4 STORM PANEL SHALL BE EXTRUDED USING ANY OF INC FOLLOWING POLYCARBONATESOURCES WITH THEIR BEHIND SUCH PANELS ANCHORAGE SIML BE AS INDIG47E0 ON N07ES IN B.1)&B.2)ABOVE
CORRESPONDING MODEL NUMBER:
(C)ANCHORS SHALE.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICADONS OF THE ANCHOR'S
GENERAL ELECTRIC PLASTICS LEXAN 103 M4NUPOTURER.
DOWN CHEMICAL CALIBRE J02 V=6 Z PANBp�MA ALSO BE INSTALLED HORI7.ONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3
BAYER MATERIAL/SCIENCE LLC MAKROLON 671804 � �
�,.•s.6. PAN SHALL BE REMOVED AFTER THE HURRIGINE AND SHALL.BE STORED AND PROPERLY MAINTAINED.
MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS
9..I IL BE THE RESPONSIBILITY OF THE CONT)7ACTOR 70 VERIFY 71iE-'SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO
TYPICAL PROPERTIES APPUCABLE STANDARD REFERENCE RESULT y ACHED TO INSURE PROPER ANCHORAGE.
PHtSICg SHUTTER MANUFACTURERS LABEL SHALL BE LOC47ED ON A READILY VLS7ME LOC477ON AT STORM PANEL SHUTTER IN
SPECIFIC GRAVITY ASTM 0792 1.20 G/CC • ACCORDANCE WON SECTION 17tO.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SFMLL BE PLACED FOR EVERY OPENING
MECHANICALrs `•, LABELING 70 COMPLY W17H SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE
TENSILE YIELD STRENGTH A57M 0638 8,700 p.s.i. ;y 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT
FLMRAL STRENGTH AT YIELD ASTM D790 IZ500 0ys e W/7H THE BUILDING 70 PREVENT WEND/RAIN INTRUSLON. CAULK AND SEAL SHUTTER T21CK5 ALL AROUND FULL LETICTH.
FLEXURAL MODULUS ASTM D790 34,tjOlT p:'".(.�rMy', .., 12. STORM PANEL INSTALLATION SF14LL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
IMPAC T• �y y REGULATUIS PROVIDED BY INE JURISDtCOON WHERE PERMIT IS APPLIED TO.
NOTCHED IZOD ASTM D256 18 F7' 17n • 13. (A) THLS P.ED.PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROKOE INFORMA77ON FOR A SITE SPECIFIC
FIRE BURNINGCH-ffi CTET$D2F, PROJECT I.E. WHERE THE SITE CONDITIONS OEVATE FROM THE PEO
SMOKE DENSITY ASTM D2643 75(MAX) (B)CONOUCTOR TO BE RESPONSIBLE FOR THE SEL£CAON,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
RATE OF BURNING ASTM D635 C-1 CLASS(MAX) PRODUCT.BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETALED ON THIS
SELF IGNIBON ASTM D1929 650 F DOCUMENT. CONSTRUCRON SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY.
(C) THIS P.E.O. WALL HE CONSIDERED INVALID/F ALTERED BY ANY MEANS.
J.ALL ALUMINUM EXTRUSIONS SH4tt BE ALUMINUM ASSOCtARON 6063-TB ALLOY&TEMPER. (0)WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECIS7£RED ENGINEER ON ARCHITECT WHICH WILL BECOME
THE ENGINEER OF RECORD(F_.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF.THE
'
4.ALL SCREWS TO BE STAINLESS STEEL 504 OR J15 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD,ACTING AS A DELEG4TED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS
50018 W1 50 KSI YIELD STRENGTH AND 90 KSI TENSILE STREN07H&SHALL COMPLY W/FLORILK BUILDING CODE LATTER THE SITE SPECIF7C DRAWINGS FOR REVIEW.
SECTION 2411.3.3.4,
(E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND 57CN416RE OF THE PROFESS/MAL ENGINEER OF RECORD
S. BOL73 TO BE ASTM A 307. GALVANIZED OR AISI J04 SERIES STAINLESS STEEL, WITH 36 KSI MIN. WELD STRENGTH. THAT PREPARED!T.
S.ANCHORS TO WALL SMLL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPUGATIONS.
(A) TO EYJS77NG POURED CONCRETE:MIN.FIC=3 KS/ - THIS DRAWING SHALL ONLY BE USED TO
-114"0 TAPCON ANCHORS MANUFACTURED BY IT.W.BtALDEX
1/4'0 X 718'C4tK-IN ANCHORS OR ELCO MALE&FEMALE FANELMATE'MANUFACTURED BY POWERS FASTENERS,INC 08TA/N PERMITS IN THE STATE OF FZORLDA
AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. -
-114'0 X 314'ALL POINTS SOLO-SET ANCHORS AS DISTRIBUTED BY AL POINTS SCREW, BOLT&SPECIALTY COMPANY. r ri
NOTES �'�"•'' 7 �`: - FLORIDA BUILDING CODE(Non Nlgh Velaci Nurrtcone Zone
A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'AND FOR ELCO PANE'LMATES IS I J/4;°>��;' \GS�
.20r5 NLMM me CLEAR BERTHA STORM PANEL IVuwx Bn
A2) 7/8'CALK-IN ANCHORS AND 314'SOLID SET ANCHORS SHALL 8E ENBREZY EMBEDDED INTO THE POUREDCONCRETEt; `yo• (M11b� '"+�`_. 225'DFP
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 0.3
/2
4
/15
1/4'0-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS ' • &WERN METAL SUPPLY, INC �rE
WITH NO STUCCO. ^k'�2-'e .. ""E\r O 1 N C. t2ce Wts1 RMas orrvE
A.3)IN CASE TMT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOORI;�+f;.� M 1llL1T 1L'u^ANC!ENDMEERINO COMPANY MT PAW RFAM FL XW7 15-046
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS ~' ° F1py fl s"S°
rl ✓ ,•• \ Pbir!nO3 i^USW.fm:73m)erl-13.11 aw K PGa>YM w Arc�r 06OV tW DR{MIXG hb
INDICATED ON NOTES A1)&A2)ABOVE. "+,rhCt n".���.,y"�'�' LB-0006719
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POWERS FASTEMNG OALX-ArS 12'O.C.SMOCOM SIOEW4LK MY OR O B W/�! CAIIf-1NSDR ELCO POWERS FASTEN/NG CA(K_y,�_.
OR FICO TIXIRON PANZIM Ir 70 ANCHORS W/114%-201RS1"S11FA0 BOET• TEMON F E D.
(SEE SCHEDULE FOR SFAC—M). 07d (SEE SCNEDU!£TCR SPACT C), (SEF SL/I£DtR.E fOR (SEE SCHEDULE FOR SFACIW). 0.—
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+28.0,-28.0 YO=O" Y T2' I2' 6JIO$-16 NLOR 7500' \ \ �y�
+28.0.-30.0 Gantt AWm.ANGLE Mln. L N
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POURED CONCRETE- Nor. Jt OS-H14 OR
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7'-11' 7' 12' 12' WALT.REQUIRED. -0 24.0.C. Cent ATum.ANQZ
Z500'. _T W/J4CNNVT
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12' 12"
455.0,-60.0 6'-IO' 7' 72' 1' LOGO'
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+65.0.-70.0 6'-J' 7' 12' 12" .OBO'31Ak-.ANGLE OR
45-11154 SHEET
METAL Alum.BENT PLATE
+70.0,-75.0 5'-10' .-_...7'
x=BIG, CE
175.0,-80,0 5-6• 7• ,2' ,2'
+80.0,-85.0 _ 5'-2• 7• 12' 12' CASE C (Plan) 1 '®
+BSQ-90.0 4'-11' .- Y - -^I2' 12. 1 '®
+90.0,-95.0 4'-8' Y 12' I2' 2',J-r.093'JIOS H-£4 OR
6063-T6 ALLOY Cont Alum.ANGLE CASE E Plan
.. M Y ANCHORS 12'a O.C.
+95.01-£00.0 -4t-5' -.._7'
_ 12" 12' .! SCALE:1/4'.+ t'
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+(00.0.-105.0
+105.01-170.0 ¢'-.0• 7'' .. f?' 12'
-POURED CONCRETE
1 OR C IE BLOCK END CLOSURES DETAILS
•Min.PANEL LENGTH IS J'-0' `i) 1�(7 H) WALL REQUIRED.
,gNGtOas tccPNn �.,! v SCALE.' 11.4 1"
w",AAOOMUM ANCHOR SPACINGS ARE VALID FOR ANCHORS ._ANCHOR
J 7/2'EDGE TM.S VCL FOR E D.LESS TNMT N HO I NCH RG
3 1/2;REDUCE ANCHOR SPACING BY
MUMPMO SPACING SHOWN ON SCHEDULE BY TAPC'ON/ CASE D (Plan)
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O MOW/AIH OFIRA
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CEILING & FLOOR MOUNTING INSTALLATION
ALTERNATIVE f ALTERNATIVE 6
WALL MOUNT/NG INSTALLATION BUILD OUT INSTALLATION
ALTERNATIVE 3 ALTERNATIVE 5
WALL WU COMnNG SETION OF SECTION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS
WALL MOUMING SECTIONS(.MJ BE COMBINED
IN ANY WAY TO SUIT ANY INSTALIARON. N01L17•P/,t:_•*.114
077/1 /
NQ.iEB� `` L1CF/•'(•C/�'% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
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RATING AND PANEL'S }; �'44/liL-,� 2.25'DEEP F.R.L.
LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. �• w/24/15
7..FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE ' ' 1 L E C O I x c. EASTERN METAL SUPPLY, INC DAR'
SOUTHERN PINE Na.1, W/SPECIRC DENSITY OF 0.55 OR EQUAL. "t:•'(;„ 42M MW Hams BMW�i�I 1�, �•[.0�� ULUT TESTING A•ENGINEERING COMPANY WEST PAW BEACH,EL J347 15-046
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