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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters (Revision)Florida Building Code Online Page 1 of 2 i?rofessiowal Regulation r SOS Home I Log 1n I User R.91smtlon I Hot Topim submit SumhaMe I stars&Facts I PubllraUms I Contatt Us I SOS site Map I Links I search f�1�31 Product Approval c�bpr USER: PubiicUaer cmdutl Appioval Menc > Pmdud or A,blicatlon Search > AnoLcat ou L st> Application obt in FL # FL11964-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 Be3�E q Iradrlguez@e rem [ co ® p, Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email REVIEWED FOR Quality Assurance Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY Category Shutters BOCC Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 Ezplratlon Date 12/31/2010 Validated By John Henry Kampmann Jr. M Validation Checklist - Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-097 CERTIFICATION OF INDEPENDEN E PDF FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-08 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) ASTM E1666 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Veer 2002 2005 2005 2002 2002 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODe... 11 /8/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL At Model Number or Name Description 11964.1 0.050 Bertha Aluminumt5tonn Corrugated aluminum Storm Panels retained or not by [racks net (21�<A)„Drawl number,L17 to provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ: No FL31964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17-097 0.050 BERTHA ALUMINUM STORM PANEL PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes 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 ASO and 4'-0" for +90, -130 p.s.f. ASD for retained panels. See sheet 2 of Installation drawing for other Spans and FL11964 R4 AE EASTERN METAL SUPPLY INC DRAWING 17-097 PRODUCT EVALUATION REPORT PDF pressures. 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. 17-089 Limits of Use Installation Instructions Approved for use In HVHZ: No FL11964 R4 11 EASTERN METAL SUPPLY INC DRAWING 17-089 24 GAGE GALYANIZEDBERTHA Approved for use outside HVHZ: Yes PANEL,PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile. Max. span is T-10" for+32.6, -32.6 Created by Independent Third Party: Yes p.s.f. ASD and 2'-8" for +58.0, -58.0 P.s.f. ASD See sheet 2 Evaluation Reports of Installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY. INC DRAWING 17-089 PRODUCT OF EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 BWV Stone Road. Tallahassee FL 32399 Phone- 650<87-tB The State of Florida Is an AA/EEO employer Under Florida law, email addresses are public reco os. if you do not want your e-mail address released In response to a publk-recoNs request, do not send electronic mall to this entlty. Instead, contact the office by phone or by traditional mall. IF you have any questions, please contact 850.487.1395.'Purmant to section 455.275 (1), Florida statutes, effective October 1, 2012, licensees teamed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication wIN the licensee. However email addresses are public mcoN. If you do not wish to supply a personal address, please provide Me 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 Produtt APprovel Accepts: ®IME-Ij000 securit)•nlernlcr http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgsxYIeb4opODc... I 1 /8/2018 a Castle Impact Windows FACTORY DIRECT SINCE 1968 COMPLETE HURRICANE PROTECTION SOLUTIONS 1862 Or Mahn Wthe 15 g Blvd. . Wva B=I%FL 3M 000.649.6971 Property Information Building Information Owner: HAMMER, LYNDA Wind Zone: 160 MPH. Address: W.O.#06052020010 Exposure Category: C 18502 TRANQUILITY BASE LANE Minimum Building Dimension: 30 ft. PORT SAINT LUCIE, FL 34987 Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations enm Number Location Zone Device Width (in) Device Height (in) Device Max Positive Elevation (ft) Pressure (psQ Max Ne ative Pressure (pst) I Int 48.25 63 7 31.9 -34.7 2 Int 39.5 84.75 7 31.6 -34.5 3 Int 96 63 7 30.4 -33.2 4 Int 96.25 63 7 30.4 -33.2 5 End 96.25 63 7 30.4 -38.6 6 Int 24 24 7 33.5 -36.3 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code. Page 1 of 1 Unit No. Wall pressure Opening Size Shutter Width Shutter Height Shutter Span Storm Bars Req'd Anchor SpacingWxH Top Bottom VERT / HORIZ Storm panel Bolted YIN 1 -34.7 48.25" x 62" 54.25" 62.375" 54.25" N/A 12 o.c. HORZ N 12" o.c. 2 -34.5 39.5" x 84.75" 44,375" 87.5" 87.5" N/A 9" o.c. VERT N 12" o.c. 3 -33.2 96.25" x 62" 102.25" 62.375" 102.25" N/A 12 ox. HORZ N 12" O.C. 4 -33.2 96.25" x 62" 102.25" 62.375" 102.25" N/A 12" o.c. HORZ N 12" ox. 5 -38.6 96.25" x 62" 102.25" 62.375" 102.25" N/A 12 ox. 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I No.44167 ... or>av MLS9Af MINK 0•.1J I4, AMYL tnwn/ I OIJ .Jan.. -Ja0 IJ•-0• ao. -ss0 ..snq 11•-0- .saa -s0.0 II•-0- ssa l6a0. -5a0' 9'-.• .ma -m0 e•-o• aea0. -PAO Y-0' 1Ala -I laa M.: vvw ASaaid AR9IS MIK /PW 10. NMSl fOPd l (e.) .Jaa -Jn0 1r-o- .Jaa quo' 11=0• ..aa - ao II'z , a.6a -.SO l0'-0. .Sao. -Saa o=o- .ss0, -v.0 e'-a- aEaa -M..o Y-e' .1aa-m.0 .W..4. -Mo. 3•-9' .9a4 -Mo .90.0. -10a0 .MO.. -11a0 3'-0• .90.0. -Imc YAC ASn. IYST/I. PRESSIItQ MI0.G H uAALIN iDR MIFNAIEY lRMOYAOLE PN/fL$ AS PEp YO=a 4=0 A.'. S aY *H l aY Il 6 . 50.0. - 540 Pa/. W/.BH•.YAL PAM1£l llAYlll PRESTWIE MAmn a Ip w CODE © h' NFAOER LARGE K r HO r 1OP110M /1 .ar- r va.»•-r mr4wii� •mac © !'Nee. •/•R//nOUT am.LP-r 1 +XFYIHOLF�PINF� L� rm• L,N• y. e,LH• ®SNAP CAP Iae 3T -.,• © OPNONA ` N '.' GUILD DUT REAM (j) U' H LO R .ar: ar•. r c... Lm ..r l " LL-.mrJ c. /6 K.O. ANGi COMPONENTS r SD f7AROUND New •r �ry�Nrr nm• Titass J /� NI "AL/ J.ZS-AO.652' .1NC�-W/lN. STf/O yr•r 1© XEY HDL£'WASNfR mv.yr-r• FLORIDA :nr w•.�e+. a uo r imac /1 2'LSrNIY.Ir//B' ANGLE WNH SIUO vN W-,- ter. SECTION o A+/Drae mn SECTION O ANCHOR C91{Pi1m,�1 �n•..vn- �� ca-.ettc ascva ____ �-ssr � I �� / xur o 9 rscr s¢vnt mi � MRf dIW c� v2[rse e..roa rrJ mroldrt uwnzs/ % 5 ane. / twr. a rTa c (YE tntmeq M°[e wRri,r H / BEO STU0 TYP. TO TOP/BOTTOM WALL .MOUNTIN /N TA ATION e'r°SECTION 4 coif rm cmraN.nw m- sttma : - d'I P�. , "; amv2wE cmawaa salt r rp• - r• SECIAV OSND eN1YmHAYG S(ClWa cm SE `ar �;�•y.(•n.r WALL MOUNTING /NSTALLAT/ON o eum ° u^ v"r ro sutav uaa u m , j FLORIDA BUILDING CODE (Nan High Velocity, Hummane Zone) No. �4) 6T emra mnm ac 0.050" BERTHA ALUMINUM STORM PANEL r.r. SECT/ON ! '""E ` '� " '- ? Tt'• �t �t (2.00" DEEP) cR•w en. �'uua mc�roa' mr`�"amm� - nF ••¢� ILrECO,iMa. EASTERN METAL SUPPLY, INC J V (�\�,A�, mar ttnm a uwwrwxo calowr . E� ��:um"F.��"'"ic`w�lui ^an Dagm-ve; ira pe0nr-rna 17-097 -Douala av+aa m '•••••• Vtt[R A 1611I b. RL amEm. � �.16) a1ILI � m li \ sao m w Oco m,. IA+m,elrz c. sc tvnzws `�' ^vviu. , CT6 ,- ✓n C9KMiF YAgB' c A F p © w ®Y/(awv,Y .o 1M159PAD Bnr 'r •f016v.L,OM S'ILyup) \ I � rouren muOr � � r•tii ,-y a " tz etoraem� I � i caavvrr a \ I v�0iis'/r• ' ' A i °; i .vac I --\ corn. I I 1 ` ep r � � ro crass � � �r• u.. rrwvervw 21--m CW pavwrre a / ITT ? e OPTIONi7 rauam carv_�r wuvm mwarr '• 1 / SECTION SAm / Pf°f°® / cv4arr ummc cn ccnutte srmovs. mO SCTi4'Ammrawlurs w.sc rocuos/ fset sa¢sa[) (g sOarvseT CEILING &' FLOOR' MOUNTING f CEILING &FLOOR MOUNT/NG DIRECT WALL MOUNTNG INSTALL9T/ON (D M + r ra, swa,rvw_ r INSTALLATION — SECT/ON. 6 INSTALLATION — SECTION 7 y; —SECTION 8. scut: ,/v- „ i ;!/C.']/J' •. - S(llc'a r/Y - I- SUIC't r/2-- r nrsy sno 7�7 9 oM•pc cw / / // / roo m cat/ i�A�.<•(� .. TIL(/T✓ avuarc.ao�na '�jCENSf-'•.1 �] No.44167 '; FLORIDA. BUILDING CODE (Hon High Volpclly.,Hutrfeono Zone) xorz : k :.* •. cnn nam, ee 0.050- BERTHA ALUMINUM STORM PANEL r.c —OU Q — w 1 �l• (2.00' DEW pun. so a/�rOmn m4°rp srswOr u�"o°Cv W 3 ;9' EASTERN METAL' SUPPLY, INC ° o0n /ft/das�?\ao` IL ECO,Ha. xs.ss musonc nan. ,sur ,n,ow . vmuauaomy.u. us. riot earn n. vum fss/ONAIEa.' ro �A n w y O� paO m-uu m a y r-nu ,7-097 _...... ' m' c'eN, CONCRETE ANCHORS L D SONG SET OR ELOO m.. PANELNATE OR, SG TAPCONS (SEE SCHEDULE) \ \ 0 ® OR ® WIr/o G-20 SWWA BOLT OR-0 POURED \T 7I8Cv.JIJ2' CONCRETE I I ®OR -.®WI 1J 19/1/1%-20-TRUSSRGO BOLT r f. A ELWo 10RCC ROWRED E0. E0. (StE SCHEDULE fOR SPACING) l 1 1 SG fAPCONS I I I I I e I I 1 I I 1 i 1 � 4 CmL � i 1 PoUREO. W I I I CONCREff I � I � I h REP E 0. a EDGE OLSTANCE XN\��� i :1 N i (SEE SCHEDULE ON F I SHEETS 9 tr 10 tr Il) I Y II I NI,( Ll' Uv SEPARAWN i NOTE FOR COMBINATION OF SECRONS 3 I TO CLASS T •.k.A. SEPA Tram I B IYALVRG10R/C£ILMG NOUNRNG SCCNONS CAN BE I TO CUSS N I CONBINfO UT ANY IYAY TO SUIT ANY imsrALLAHON. 1 I I S r SLOE WALK BOLA ARE J/4SVJ/J27MCK I I I I Ly S P R NOTES SCREW W/LENG 7/8'_ 0 A JIJ2' j a AS PER NOTES A2. d: B.2 '(SHEET 7) EVERY SyWNG NUT p A TRUSS HEAD BOLTS ARE 1 2'orl/87HICK G 0 12' O. G I a HERO. NACHWE SCREW W IWNONUT iH 7I8' 0 : s/J2• i I AS PER NOTES. A2& B2 (SHEET 1) EVER . D I i EVERY STUD I 0. fT' Q C. CmL. AL7ERN47E. LEG i POW o / 1 1 LourroN I OR III/// ROCK NgLlEDWI r AN �/1/ . REWIRED - J ; % l i POEE7F 1 1 / 1SLAB hY LJ REOWREO /'� CONCRETE ( say 2vi i � LnNC ETL Ar �� j APPL/GBLE rn RORlOA WALL MOUNTING INSTALLATION SECTION 9 SGLE : ?A' - I' r• ve mlVlmY� ' au•irs Y/ a/v j y�c'rvs0 ry a e r r/�• rx i 1/.AO' ELM invl EAvnLarz M$ ANpR1Vf LW r/.' rums M ri.•, aM vnf ewvnrares EsrE aam/f rav avvro} A.. No.44167 L 0. - 6LL af[aK[ (5¢. 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Ya G saa MT M sc ruevlrs. -0A Tm M PAKLdI6,.tYYnMS M Sa L,ttiYd w/ 2-.e D a• at Ar MHCFIII ' a 12�' G` I PLV[1FAAW Ar 1b IG P""r`S RarINfD o A� fI°n-yams WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 1 '""' 1/2 " r SECTION 128 .INTERIORLY REMOVABLE STORM PANEL SECTIONS A14X. ASD DESIGN. PRESSURERADNG a +50.0. —50.0 p.s.L A. FLORIDA Hurd.... CEILING & FLOOR -MOUNTING INSTALLATION — SECTION /3 n n - mer a¢ueu .Non rtw caHsaumXl � sLcna+¢ wuVnnox/cmwe uwwlme s¢nns rAx � [GY9Mp vI ANI-.wr ro StRAN/,OSGfUl16Y mGf 012 A �.II 9 •. xa ruacwa® ccrnmY,uaoas � �olYac --'Lf rr•, S•, , r,.m.m9r.n umou.Itn tcurnv • Yx wb�. wY,u rm ,� acne Jx... earr Iwr CASE A (Plan) Sp - 1/4• - I - DW1 • N' 0. C Jlm-HII Oq 6061-1C ,LDY I//YGM/! mnt IMn M&f[ CASE C1Plan) sate I/,• - r - emI-m near tae Jem. AYI( wrH,vurJs o Ir a c rawrm mvrxrtr mrnvrxclr my avL zwm+m CASE D (Plan} SC"- )p' - I' X -BUILD. 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