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HomeMy WebLinkAboutProduct Approval; Storm Panels ShuttersFlorida Building Code Online Page 1 of 3 BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff B .8.} Product Approval t, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License FL419-R1 Revision 2004 Approved Eastern Metal Supply 4268 Westroads Drive West. Palm Beach, FL 33407 (561) 841-5480 bfeeley@easternmetal.com Bill Feeley bfeeley@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida RegiE Licensed Florida Professional Engineer Evaluation Report - Hardcopy ReCE Walter A. Tillit, Jr. PE-44167 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvWbOoiPWRH... 9/18/2007 , Florida Building Code Online Page 2 of 3 Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised National Accreditation and Managemei John Henry Kampmann Jr. Standard SSTD 12-99 1606.1.4 Method 1 Option D 09/15/2005 09/23/2005 09/29/2005 10/11/2005 09/12/2007 Summary of Products FL # Model, Number or Name IlDescription 419.1 05-270 10.050 Bertha Aluminum S Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Product to be installed only within NON HIGH VELOCITY HURRICANE ZONES as defined on section 1619.2 of the Florida Building Code. Installation Instruction Verified By: Evaluation Reports PTID 419 R1 T Certifici Independence. pdf PTID 419 R1 T Drawinc PTID 419 R1 T Dwq 05 PTID 419 R1 T Dwq Nc PTID 419 R1 T Product 0907.04.pdf PTID 419 R1 T Product 05-0907.03.pdf PTID 419 R1 T Report 419.2 05-271 124ga. Galvanized Bertha Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Installation Instruction Verified By: Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvWbOoiPWRH... 9/18/2007 Florida Building Code Online Page 3 of 3 Design Pressure: +/- Other: Product to be installed only within NON HIGH VELOCITY HURRICANE ZONES as defined on section 1619.2 of the Florida Building Code. 419.3 105-276 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Product to be installed only within NON HIGH VELOCITY HURRICANE ZONES as defined on section 1619.2 of the Florida Building Code. Clear Bertha Storm Panel [nstallation Instruction Verified By: 2-valuation Reports Back I I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: ® WE eChecli �-�,-rT,. RN" Slyn�����uradYCEF�FY► http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvWbOoiPWRH... 9/18/2007 n S J • ce(ML Mrs., 1. STORM PANEL SHOWN ON THIS PRODUCT EVALLUA77ON DOCUMENT (P.E.O•) HAS BEEN WERInTED FOR COMPL14NCE IN ACCORDANCE WITH THE 2004 E0177ON OF THE FLORIDA BU01Nl CODE. STORM PANEL SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (Mb4NI-DADE4 BROWARD). DESIGN WIND LOADS SHALL BE DEI£RM/NED AS PER SECTION 1609 OF THE ABOVE MENTION CODE; FOR A BASIC WIND SPEED AS REOWRED BY THE JUNSD/CAON WHERE STORM PANEL WILL BE INSTALLEDA AND FOR A D'RECSTORM ANL'$ ry AADEQUACY FOR IMPACT ANDFATIGUE RESISTANCE HACE WITH ASCE 7-98 S BEEN VERIFIED IN ACCORDANCE WITH SECT70N 1600.1.4 OF THE ABOVE MENTIONED CODE AS PER AIL REPORT I O1JD.07-01, SSTD t2-99 STANDARD. 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED U57NO OE PLASTICS LEXAN 103 PC RESIN (POLYCARBONAT£) WITH THE FOLLOWING MINIMUM PROPERAES.- PRO ERTr APPLICABLE FEST_R SPECIFIC GRAVITY ASTM D792 1.203 G/CC MELT FLOW RATE ASIM 01238 6.2-8.00 0/10 minute. COMPRESSNE MODULUS AS7M D695 J45.000 p.a.l. FLEXURAL MODULUS ASTM DM 331600 P.a.L COMPRESSIVE STRENGTH ASTM D605 /2.500 p s.L FLEXURAL STRENGTH AT YIELD ASTM DM 12.660 p.&k TENSILE YIELD STRENGTH AVM D638 9809 µa.l. SHEAR STRENGTH ASTM D132 6009 p.s.T. IMPS NOTCHED /200 A 125 MILS AS1M D256 17.E FT Lb/In F7AMMABLL% BURN RATE FUVSSJO2 0 Inch/minuts AT 0.060' HDT A 264 p,S.i, 1/8' AS6D 259' F 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 606J-T6 ALLOY h MUPIR 4. ALL SCREWS 1O BE STAINLESS STEEL 304 OR J16 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOON W/ 50 ka/ MELD STRENGTH AND 90 kal TENSILE STRENGTH. 5. BOLTS TO BE ASTM. A 307, GALVANIZED OR AISI J04 SERIES STAINLESS STEEL, WITH J6 Rst Min. MELD STRENGTI•M 6. ANCHORS TO WALL SHILL BE AS FOLLOWS: (A) TV EXISTING POURED CONCRETE.• - 1/4' 0 SAPOON ANCHORS MANUFACTURED BY I.T.W. BUILDEX - 1/4" / x 7/6' CALK-N ANCHORS OR ELCO mole B hmale IFANELUATE' MANUFACTURED BY POWERS FASTENERS, INC AND ELCO TEXTRON, RESPECTIVELY. NOTES; A 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS LS 1 3/4" AND FOR ELCO F444ELMATE3 IS T 3/4'.� A2) 7/8' CALK -IN ANCHORS SHALL BE ENORELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT' INTO STUCCO SHALL BE PE7RM/TiED. 1/4' 0-20 SCREWS USED SHALL 8E 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND T' MINIMUM FOR WALLS WITH NO CO. AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A 1) de A2) ABOVE (B) TO VIS77NG CONCRETE BLOCK WALL: 1/4" 0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX. 1/4' 0 x 7/49' CALK -IN ANCHORS OR ELCo mats & Hamale 'PANELM47E' MANUFACTURED % •• �� BY POWERS FASTENERS INC AND ELCO TEXTRON, RESPECTA27.Y. %^'•,�L'.._d NOTES: 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PAt4ELMAMS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' B.2) 7fB' C4LK-1N ANCHORS SHALL BE £A7ERKY EMBEDDED INTO THE CONCRETE 9BLOCK UNIT: NO EMBEDMENT INTO STUCCO SHALL BE PERMIM. 1/4' 0-20 SCREWS USED SHALL BE ► 1/2" LONG MINIMUM SHOULD STUCCO EKIST; AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8•3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAW STRUCTURE BEHND SUCH PANELS ANCHORAGE SHALL BE AS INDM.ATL'D ON NOTES /N B 1) & EL2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAriONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 7 PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SE077ONS I 1 HRU S, SHEET 2 OF 4. 8, STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TD BE ATTACHED TO INSURE PROPER ANCHORAGE: 10. SHUTTERS MANUFACTURER LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS, ESASIERN METAL SUPPLY, INC. AEST PALM BEACH, FL. FLORIDA STATEWIDE PRODUCT APPROVAL 11. THE INSTALLA770N CONTRACTOR IS 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RE%iUIJ IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINDIpWN NMUS/OM CAULK AND SEAL SHUTTER TRACKS ALL AROUND FURL LENGTH. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY INC JUR/SOI07TON WHERE PER Is APPLIED )TO. i FOMMT70NNMR A 6� IRU EPAREDPRQI;ECp, L ENGINEER EREG A COND! 0NS DEVWIE ROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SEUV170m, PURCHASE AND INSIXUANON INCLUDING LIFE SAFETY OF THIS PRODUCT. B4SED ON IRIS P.ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDffMS DETAILED ON THIS DOCUMENT. CONSML40 ON SAMW AT SITE is THE CONTRACTORS RESPONSIBILITY. W THIS PLED. WILL BE CONSIDERED INwWD IF ALTERED BY ANY MEANS (d) SITE SPEC/F1C PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR �HBE RESPONSI&f FOR THE DER USE OF THNEER OF EAED.MENGIN)EER OF ECORD,D, AACTM AS WHO DELECAIED ENGINEER TO THE Pr-O. ENGINEER. SHALL SUBMIT 10 THIS UTTER THE SITE SPECIFC DRAWINGS FOR REVIEW ENGINEER P.C.D. 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SCUM 2 saLe: r/e•� r• /&/RODE FAPCW ON EPam A (E.5i7EDLM.E I77R S7ildlt7� r _ SOE � ,7 �V 71FCK CbnL AS P6R AO1EB A2 r) S` SILSW/ AS"Al A2h 1) 7/1•MWC O fY as I E Sa48� AVRt LE7.arR E A . tttSTAYL[ (� D ON SSft JW/ 7/a• rl La LOG NOTE MR CCMBRMim OF src mNS WAU1aW_ AOLLRED LNAW WAY (sir � � --t-_E -CFAW 9 _FLOOR MOUNTING H1�STAL®rION -mcnoN 5 ecME: a/e• . r 1 4 • IsSnbr/ • t2' as 1• L� Sf1M41A0A OCSANO { F/2�r]/J2AM1 1 / tal'Nd C I A- - CLFAR BERTHA STORM PANEL bum I H —� V. EASTERN NEW SUPPLY. INC aR 42N OW RO49s nRnr N+Y ow R/Mr aux FL 22rot 05-276 Nr • ik 1 I i Pam CM'C%7E C'0. I OGGQEfe E 0. I REED I , REDERM I I t orgna I ( 4 m� I CUSS Ry 1/4 i-2Q r 1' I ssnsw/ I C7E I ! I t E CL I I cwr--M& CR aW rLrnlwv PANELM1e O%. 111 f�s•I-70 (SEe adrmvee' POR sPaavc) Cbnt So)EIS1tx ba.r ar �CeJw/Q� sclgxu7e ton smcnuo). -Ma"AlDUNTlNG /AjSLALG47lON W4L MQU MM INSTALL T/O D 9 ff4um !! sc4EE : a/a• . 1' =TION 2 sate : ue• : 1. /9Ullppt 7vvm OR E R P0t3�M�' iCR �. I RE91A�tED Gvr! 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PENErRAROR O 6' ae. ppoum y I/{ 1-10 ELLO mv*%, 6 PANOM W 1 0' as M/ 7 7/0' 10s PD4778gA1y OR72,�) //i S.£ 7!£X K4SNHi NEtD 110Lb SO.4EWS 1I/ /K r 1 314'.= NEt 10i4QR / 1/7' N&. /DA!7RIDON O r as Mfo W= SCREW W/ 1 1,2' {6n PEMFwwN •'d' o.a mo• 2ilk- Ca,L 1/4v.a0 • JJ//.• j 1 1/4.-2G, r• 60L7S W/ 7/S' t EOLIS W/ 7/d' J/37' 1Y9Y0 NUf I d/.71' WMO NUTr • rY as I a t�• ae /'Aft I I I I !i tS5 BUILD ,OUT WSTALLAT/QN �LTE'RN.4T/VE ,>< 70 u�Fz � I Gum r/410-2D , 3/4• 7/a"r J/.12 1 I axis M% 7,0' MIND MIT I 1/f'I-� r ,_!{• I J/j!' IBMC NOT O tZ' a< 8017S W/ 7/a'r • lY' CM I -�.•..�•' ^ I / (NO i0YlSM ALL0IF0) xvwmO.Cmts 'JLW / I fp—'� , i - r WALL .M .,. t s � l HQ it 1 1ALTERNATIVE IS INSTALLA770M -6 WALL AAWAffM SCOWNS CAN BE E yutt.. i •��' 62MV 7. MTAUAMY ARE ONLY Y,W FOR WINO LOADS AND PANELS iS,?�.•�•��vi C :� •"`j"• •••• .`// •' ��=�n f.&C.(Non H7ph Wba7y Nurrlovne Zona LEAVW A5 PER sdrEOOLE sNOWN ON sm= S or s. 'z : 4Ee = t' �,�, CLEAR BERTHA STORM PANEL Z FOR MOOD IRU/E CONS7Rl R0N.• WOOD MEMBERS W BE KQV. SOLi17im Pm Nay 2 W/ SPET m O&MY of O83 OR wLuL ' ='1 ; :. _ • • s = r VIVO EASIERN MEML +AR •®• - _ L C O 1 NLt. _ SUPPLY, INC axt MIST tD{os OMYE