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HomeMy WebLinkAboutProduct Approval ShuttersFlorida Building Code Online RECEIVED OCT 0 ) 2017 Page 1 of 2 Comments Archived 10 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 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 L 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 12/31/2018 Validated By Frank L. Bennardo, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL11964 R3 COI 2INPANELSCIpdf Standard ASTM E1886 ASTM E1996 ASTM E330 Year 2002 2002 2002 https://floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsxYleb4opODchXga... 9/26/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 04/23/2015 04/28/2015 05/04/2015 06/22/2015 09/06/2017 FL # Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel (2 inch)- Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- 045.odf Approved for use outside HVHZ: Yes 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 13'-0" for +30, -30 p.s.f. Evaluation Reports ASD and 4'-0" for +90, -130 p.s.f. ASD for retained panels. FLi 1964 R3 AE_EA. TERN METAL Sl1PPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.Ddf pressures. I Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel (2 inch) - Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- 041.Ddf Approved for use outside HVHZ: Yes 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'-10" for +32.6, -32.6 Evaluation Reports p.s.f. ASD and 2'-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 FL1.1964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041_pkf pressures. I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, 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 mail. 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: -Y Credit. ! 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T : M ALE COVE CAP IQ�Vp Tp RMIN CL, AT N HURRLGWE CONDL7IONS. I 1 1 I SIDE IViYTf BDLTS ARE 3/9 irJ/J1' 7HKK WAD I I MACHOS SCREW W/LENGDL AS PEP M77M A2 A• // 1 132 (mimr 1) MW MAD OX75 ARE 1/1%k7/2f' 7MCK WAD I A MAa' E SCREW WIU74GW AS PER NOTES A2 A 1 82 SHEET / POURED CONCRETE OR CONCRETE BLOW SECTION I RE"' 7 ' SECTr[O/+N 0 STUD SECTION 2 WALL MOUNTING INSTALLATION NOTE FOR COMSM770N OF SEC770AG E. 0. = EDGE DISTANCE WAU/IlOOR NOUNRNO SECTIONS CAN BE (SEE 7 ON COU&NED W ANYWAY TO SUIT ANY INSTAUXION. ' I POURED L 2 REQURED C-1. i I h I � / 1 I 1 7 � I I 1 Y 1 S£C710M ® ANCHOR BUILD OUT INSTALLATION SECTION 4 FN POSmON *) POURID CONCRETE REQUAW ' SECTION ® STUD WALL A FLOOR MOUNTING INSTALLAT/O�V SECTION 3 Tt n ``�a��}�j.S,l�1,}d1if��/�// FLORIDA BUILDING CODE (Non Nfgh Ve%ctty Hurricane Zone) 020f5 TR7EL0. or_ 24 GAGE GALVANM SERINA STEEL SIORU PANEL F.RL �_ L�' 4d � (2' DEEP) "M a, 05124115 1 * ` I L ETC - EASTERN METAL SUPPLY. 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C. l 1/4' CL -- r-4000' 1 HALF PANEL _ L r. f ..12J -T POURED CONCREM J1O5-N74 OR 606J-T6 ALLOY OR 2,4EWOCK Cant Al— ANGLF �� CONCRETE 2.4' WOOD FRAME REtW/RED CASE A (Plan CA SE D �Plan� POURED CONCREI& a CONCRETE BLOCK VARIES 3'0 OR 2-W WOOD ,1nY. 4 FTL11/£ REauRED X x BUILD OUT DISTANCE POURED CoxcRETE C ONCaEIE Ln ocx oR z 4- W570D F77ANE RE WWD ; 1 X �/f 1 -'u1/4-20SS 14MN F6SOWRC y HFM 9CNIN£ SCREWS @ G BIT< L.1Js o ; w/ ®Ar IVos ___ _-= h v ,L 11YP) CASE E (Plan) 2• L7— 1ri 4 2ussSo�RE d 1/ NALYLRlE SCREWS .' µ./ ® AT 12, O•F J705-H14 OR 6063-76 ALLOY . 4' ..072• �J C-1. Akan. ANGLE /114- CC UAC PoUR!'O C91100 la CONCRETE 8LOC1C OZ 2'kf- W000 CASE B (Plan) FFANEREOOLRED CEILING & FLOOR MOUNT/N!3 1 _ :/4 TAIwv" AKCLaRs [�2s0u- t y . h / INSTALLATION — SECTION 5 POOREO ComCRETt CONrnETE aN + CASE F (Plan OR 21W WOOO SCALE : 3/e' - 1' FFAYE R£OURED i.000' 2' . 2'. _055- TO AL7fWAlE Lfo LOO4770N 1L -EDGE DISMIKE f ON �. ;,L� uR G°nt I END CLOSURES DETAILS sxEEr 6) .080' 3105-Hr54 Starr 114' = 1' NEIK Af BEM PLATE NOTE FOR CTObIl MTaN OF SECIlaVS : CASE C (Plate? .:uF°"'Lau,,. WALL/FLOWCFQLNO MOWING 5TxnoNS CAN BE R;'; • rl FLORIDA BUILDING CODE (Non Hlgh Veloclly Hurrlcone Zone) COYWNID IN ANY WAY TO SUIT ANT INSFALLAWN. `ep�e\\�1, � V - '• s 02015 TATttb 6.W 24 GAGE` GALVANCED 9,ER7NA STM STORM PANEL F.RL. �. LTV FNs�;'• v�b� < (2' DEEP) DRAWN B,.. EASTERN METAL SUPPLY, INC 0312411 O" 1 L E C O ,,, �. 42M WE5'7 ROW D%V = Yin•. r+ 1,, '' �• r1Lur TESnNO a ENCINCOUNO COMPANY aw P" LSFAc1, Fz AM7 6.v.� ssee,, sa» via:aa cams n a'. PH• (561) SM-6061 FAX fMI) -W-47W I5-041 k' e~ .t— m.w r lmao-faun. na: (JtOjll Wl rE ES-0=7r9 ,..b o� �. a�O oar oRs�rNc µ RION n'• •• '4 �� f''�. V.)!n �'••••"'f:'a.w�` WALTER A. Ixur Jr. P.E.an n-II7. ns How Lin L744167 . .. _ • _ Starr5 OF To AaAcENf VnDm RLY Ao 4aW P REMOVABLE PANEL STORY PANEL /�� t/s• say. ow JT SECTION B-B SCALE : N.T.S. WALL MOUNTING INSTALLATION SECTION 6A SC41.1 : 3/8' = I" A7 & WALL MOUNTING INSTALLATION SECTION 68 SCALE : 3/8" = I" INTERIORLY REMOVABLE STORM PANEL SECTIONS ? & MAX. A.S.D. DESIGN PRESSURE RATING = +57.0, —57.0 P.s.f. FLORIDA BUILDING CODE INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION -V" : N.T.S JA�3cc�. ��g p�S 'ECA q •+u• N N H � A. .+ lu b h• 4� � N N N � b .a • fi a 4 4a •� � A` b V N N N N •L •� b N V� \y •� � N N N tp ♦ 4 ro + L ka 3 o iii N b N b •.� 4 N H N� j,9 N N A> N y + H A• 1`• H 4 .0 N 1.• N g J' a 4 .� •i V 4 N t; N H N� a N b ••u a � b N N 4 N S N ♦ oo G N O+ y as i� a Cai M� g W L 0 pypppp M N N a a N Y N N � a N ppp 1� i b 4 to b N Y li 4 K .3 'fi pppa f:• 4 4 Rh Ali hf N A• N y r� � o iii N b N b •.� 4 N H N� j,9 N N A> N y + H A• 1`• H 4 .0 N 1.• N g J' a 4 .� •i V 4 N t; N H N� a N b ••u a � b N N 4 N S N ♦ oo G N O+ y as i� a Cai M� g W L 0 pypppp M N N a a N Y N N � a N ppp 1� i b 4 to b N Y li 4 K .3 'fi pppa f:• 4 4 Rh Ali hf N A• N y r� � g W L 0 pypppp M N N a a N Y N N � a N ppp 1� i b 4 to b N Y li 4 K .3 'fi pppa f:• 4 4 Rh Ali hf N A• N y r� � � ���Rks \ 1 fJ b b N tl N N♦� 5 P a 1 4 q N b 4i � N • b i N b N .4 f 000 GGG R as A 89 CaS ssgt 4�� N W A N b l+u NN I• � �1 N N H b N at N b N g{i n N N N •.. Al � N N�� .�., b b k y t N b .{ •.� .� pN .Ayp 4 b •gg• �,tq we �;ab •;y • SO TAPOOPS OR 1/4 0 o ` �®sw/ oR w SLHEDIN.E) 1 1 I I I I I I 1 I � N I i I IN �i U 4z•�i Y � 4 O lAPCONS SCHEDULE) ALTERNATIVE 1 /' d/.'n..SEPAR4nON TO GLASS SECTION 0 ANCHOR I. TAHX NS SCHEIRMLE) e TAPCONS SCi/EDLM CM7. (LWFN POSM01V 101 PION +) SECTION ® STUD ALTERNATIVE 2 + - FEI RLE LOVER' WALL MOUNTING INSTALLATION L N H R � « r 13, 7NS. NO7ESr T. 1NSTAUAWNS ARE ONLY VALID fOR MAX. A..l%D. DWGN PRESSURE RATWG AND PANG ^S UNGTHS AS PER SCKDLU-5 ON SHEET 2 (EXCEPT AS NOTED) Z SEE ANCHOR SaIMULE ON SHEEr 10. NOTE FOR COMB1NAnON OF SECn0AIF .3 i"OR NEW WOOD FRWE 00AWRUCI70N• WOOD AIEMBER'S TO BE SONMEFN WACL/}ZODR NOUNTING SECTIONS ow BE PINE No. z W/ SP£GF7C OENSRY (C) OF ass OR EQUAL GY11[&HID IN AHY WAY 70 SUIT ANY INSTALIAnOM. 4 4 0 TALONS sa UULE) (NO HNWI ALLOWED) SEC770M 0 ANCHOR BUILD OUT INSTALLATION ALTERNATIVE 4 1/4.0 TAACONS AOH. 2k6' N'000 �1' (`�' SCNL7N2£) aLzrr aEoumm (NO RNJW ALL.OWEO) SECTION 0 STUD WALL & FLOOR MOUNTING INSTALLAT/ON \,,,%0)h,ALTERNAT/VE 3 FLORIDA BUILDING CODE (Non Hfgh Velocity Hurricane Zone) `•...../� �s earrs MAW.LNc 24 GACE GALYANQED 8! STEEL STORM PANII +`\`pCq,Pn V V1C6/i DRAN EASTERN METAL SUPPLY, INC. 03/2411 L IL ECO.N.. 4266-M AWOS ARM NETT P'Lm BFAa4 (5 'UOT _ - ) y$-` nLLIr TESTWO - ENGlNEZRlNO COMPANY slls N.1.' J@n. A Sb YM YMM fi4P,C1R R i,i6, Fttom : L.rOs1m� LSHJdn-LSS7 PH, (561) SiT-6L61 FAL' (561) 5w-4780 15-041 Mac No Qir tt Z.�•. �OAIr.A :iQ"a 79 W�LTFi7 A 1 �� PEE . , av to _ Rxmmlr oe ux. ao rr-sue am/r _ _ mofwtn onr _ 6NFi78 tK I0 N Eqff COUBWPON OF SEC77ONS : COUNO MO NO SEMMS CAN BE Y rr SUIT Mel. I A WA ANY M-ITALLAWN. NORM, 1. INSTAUA77ONS ARE ONLY VNJO FOR MW. A.S.O. Dfsry PRESSURE RATING AND FANFJ.S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SiF ANCHOR SCHEDULE ON SHEET 10. I FOR NEW WOOD FRAME CONSMUCROW WOOD MEMBERS TO Or SOUTHERN PINE Na Z W1 SPECW7C DUSTY (G) OF 055 OR EW14L I- , 4' . "- NX (60a1-M) ALUM W 1" LAG YLW tA 5 SOMAS To &A UWOR /W/ ME WrA7r SCREW AT UMIDDI OF WK. Ulm THREADED PENE7RA7XIN. TEK SCREW Ar 6, O.C. ! H !-t. RE010 (ryp) W/ 70 STUDS AS PtSEVWN 2-Vf OF THE FLOMDA SUWWG CODE W1 Y14P .i ft tAFCGV W1 15132- Aft THREADED FENETR47TON WTO Powma (sw swims mv IN MM SEPARAWN- TO GLASS PAOMPON GIASS SS SQUARE !�� SCREWS AJT , op7o�ATIOC m -, .ALTERNATIVE MJP .wu 5 �C,,t 1 .4EXSHNG Ag, 112' PLWI" ?a STUDS AS PER 51"CPON aMOING CWr W1 1140 TAP W THREADEDDw INTO ft"ma. w salmow BUILD OUT INSTALLATION ALTERNATIVE FLORIDA Hurricane J fig s Is fig 1�t���� i �StSsjiFSlfj�S'r�0s1e �'lSaf4lSSt;it3 �it11t1` . A �r�� apro � z a g 19 4 yF $y -gA 24* CIA n � � b � 0 V G N 555 akpzs E� 0 m G ♦ 4 N � tL Rg \a 4 m y L CCC SSS •� z pxp i a�� 4 N V� 4 9 Y G u l K ti N >2 §V 1 �� N