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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION ��C �EQ 2300 Virginia Avenue Fort Pierce, FL 34982 �� �-UCS 772-462-1553 �c)ranty APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: X47-< 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: OTHER: 5. OWNERS INFCM,4TION 6. CONTRACTOR'S INFORMATION ©/ NAME: pea I��I%�efs �✓e�DI���Gi FL REGISTRATION/CERT #: G' G ADDRESS c7 Rfa el, dW COUNTY CERT #: QQ CITY: . �i. CV ��/ SS//TATE: /'� /g BUSINESS NAME:1'�Pi/1�V 91 Ze �P�l e' ' ZIP CODE: �C-q QaIGP1P>SE: ��� �o 2f eG PHONE NUMBER: 7' 16?d d , EMAIL: Type of Surface attachment: Wood Frame Concrete Masonry ;ee; Other ele-, Adl PRODUCT, TYPE':'': . , • ° PRODUCT DESIGN 'PRESSURE " <; 'PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION "ROLL FABRIC.'' .., OTHER: 1) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. a D� 7. VALUE OF CONSTRUCTION: $ O i PERMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI ATU o OWNER ZM CONTRACTOR/QUAL] FIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS _ DAY OF -� i -7 , ,, 0 �3Y, �� 0. ^ , -a,r� WHO PERSONALLY KNOWN TO ME ' OR WHO HAS PRODUCED fL.7 I S I� , S oug R TYPE OR PRINT NA E OF NOTARY TITLE: NOTARY LIC COMMISSION N1 ER '"'� ^F: ANGELA M. HUFF *; :* MY COMMISSION # EE 083530 EXPIRES: Ap 'I NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y ilP�GEVIV1�Q'�uThQPy gM S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR R NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC Width 1 X 2 X 3 X 4 X 5 X 6 X 7 X 8 X 9 X 10 X 11 X 12 X 13 X 14 X 15 X 16 X 17 X 18 X 19 X 20 X 21 X 22 X 23 X 24 X 25 X 26 X 27 X 28 X TOTAL Height SgFt Client Name: Address: Phone: Nvd -ru Shutter Type: than Sheet of 1 Date://// 3 Florida Building Code Online , Page 1 of 2 ( loddr D"p tl t e + BCIS Home ! Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map Links Search t Busines r Prof�ssi al 1'�y Product Approval �., USER: Public User n; [t f''(('i t e ul tlo { Regulation ...... Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13757-R2 a Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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 the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13757 R2 COI Cert Indeo.Ddf FL13757 R2 COI Cert Indeo2.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F1;1,j757 P7_FcIuiy fquiv Si,{l; .Af - FL1375R2 Equiv Enuiv Std2.ndf Sections from the Code �i'ill•//[[r[[r[[1 +1-,;A.1 ...1r1—r ![Y1'T /1lY/r[r a-- A41 G/121 /)()1 Z Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 02/24/2012 02/24/2012 03/04/2012 04/03/2012 04/26/2013 summary of Products FL # IlModel, Number or Name Description 13757.1 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL.1.3757 R2 11 Dwa2.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Other: See installation drawings for allowable span/pressure Evaluation Reports F_I_1,}757 R2 AE Evil ,y11t2.pdf combinations and additional limitations of use. 1 Created by Independent Third Party: Yes 13757.2 16.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes fl 1,3757 R2 II QAg.ndf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See Installation drawings for allowable span/pressure F1�1;757_R2_AEFv7.l„ RQt_pcif combinations and additional limitations of use. Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 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 mall 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 emalls 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: Ma 0-4 eCheEk 5rG Ur1t<yat e'rtt tic° httn-//www-flnrirlah►rilrlinu'_nrcr/nr/nr ann c1t1 aqnx9nargm=wC'TRVX(1wtT)nvak7vNMnnvk 5/11 /?()111 c') .,. Qy,N1C C.•,gF ,,,, '6.8 ACCO�DTOi� S%�UTTER FOft USE WI.THIIV AND OU7;�D THE HUHZ TAQIVS. -ALLOWABLE- SA13WASCHEOOLE- 'ALLpNABLEBRAN hSiM WINO ZONE 4 $, k"S$ ilA1 'fACILRIES"ONLY SCHEDULE;. NON RVHZBASTM ' M;iVAIPA Es+ArraTlGx ejry„rt y iwill NO ZONE 6; J t7+o+tttcuss W ui _O. t t %w$£rIIrE'm •VRL�$ I .,I R11 tY$tRUaT;OflB f N$ihlflit?L'NS u%w �� V 9� ',4S.P f kLGA7NEYaftG 1 Y3'A?G'VE xdL'!�1✓JVG ry. Izy yr 6 E VdNG LOAGRLl SP dLlS:t p 'L MGL'YTi.'i2 ;.... NY IR,}. .�•7 a.� 3;a d £abNMil.9 .: R a 1_ f bu.$ 15.- FT a 4F' JFF411 § Y y LTiA L.'i' Yin. 2T = 19 (�, E' f `y 'kIo Iv 4¢ d Ice: S2 5d 8A0 ••.. --- 110" yf" 31 .. EiD lir uz izr' .os s 49' .. mo fir• .. cm. ab + St3o ttr ` iTJ, i2' .fib" - a� X NR'c' f o0 105 iQh' AC .,. 1 67 ak a tsa,o Icr; e¢• a r t 7 L Tea¢ 1ff $ e4' ( i2, r 2t S .%Ssso Wt. a 4 ar ae at sea¢ us- fff xi"'' as r ... g i$JA J6'.:.-�_ Ctt'f _ I IY f.•, �9•� „S_>,'\[j 3 C{4 ..... ........... . i 3btie` 32 ff $ - it"0 Yf lJY i 415C f 'G ao'. av t3" 21: .� y:y°.- R (M 9f. .._ Imo^ 4 •. S` N i:>v.c TR., ? 'YYT a - AG" 1,' 3J,2G ta-:. •. t0' of �-. in ... ... E4'. a2_ Yb i CIC ¢Y Jt iY :....... �Sit ' I 115 Imo. i2' i� GG Iea of sr TABLELAN62NAT _ TABLE�A4D fiOFES � Q@(® {. 7; MJHZ GEFtNf,3AS MiA"11 f1!SG CWNTyr}Np6FOKARP 6 CGUNTYF.031rUt, 1 . N6N-ttvliY (hPIYEC A$AL1. LQ.fiS70Y50 N,A TNAN {n„I�:� y 2:. PFSf YMA11'15SSNOYJTt [N ACCARDS015HOPIS2P.N ,/�•. HNtg1.0ADE40UNtY AND 6RpYJARO CDyNTT fLr,Xilllfj, 1 5p!FLyJLE AUOV TARE NhX[NUM ALLOPIABLEDESiGN 'W„ ? �AE'.1fnYf:fE55UifFS SHOKNC7J'ALf%Itt010{, SII'if[FR°C.Y,N @i E-, fiJt DRCSSURES AT,.•ACX0.ESp;:i71V"SHt13iER;5Phn $:NFDUL): ABOVE ARE tAM1Xi gIIY A'.IAt4AQ6E On TUE A•S SYSTE MAYBE MOUNTEp 1Y'T}IJHeir ft A;CD 1, P'iFSSURE$ttTl Ap4;BC$PL TjVE SHUTIEA S?AN. Izt I 8 b9 &: +y t�5) J FIO$FP/iRATC017'C!ROH CLdES1S REQUIRED FCR', OUTSCOk�THe SNUTIE1F PEiNGFE. �t�RR$ED,,FAf E7CernuiY:S l\. INS1ALiAttCSS ifi•1YlN,D LONGi2'1HR7JGN304T514E:9i: rv.*r.'zurrvuaLec�c[. 1T 15 FEfv4 SSi$tE TO t40.UFti:'ro h VJDDD,CRtiL\YQ'f `YC'. II;IIIJJJ ,°} Tj;f['}fvfit ARb 4S?TS'.D$ OF EENTU:L FAULRiES'., - SLArd4'1 H N.B'CKDF•T4E5UiFAC1S;G4f1T5Y;tk@iOR �� ,'(� p: Y}tE'nBSYST"ATNAYB PtWYTEDISN111 1`NZ&AND SS TCM'OOO1 TM5 WYr1..ON PGSIR3E AA.tG1 ABLF, ❑F.$f6ti I+RESSUkES "V QU7$[D 4F ItE SMfr'LR bcd:ra EY'ER i p CY1R DMPi.E::1T. 01 ASNDTPD.INTMIA AREINI)t.. P'WIUNTONARDSYHE- ,. �j gA,g,oFfcucoltGBf MET STRJCfUREN CNE•rhT1VE ASIA'NASlE 1151GN - tt>I Fjn} TS.t+ERM1452SLE i0�pt SFT70AV10GDA0.COfiCfrEig'Fifryt _ MESSURf3 ARE AWAT FRON.111 fYG$T SYUU�'rpRE " � 1 V/ITN TNEBAGt fN.Tf E 5(AT iALIYGOUTNMJ:. d� LIYFAR7gERPDLATION P;Si �ikFh 51SUITE1�SIpi./S $N07, HURRICANE ��jjppyy''►► �^ ('� 5: LI.YEAR PHTEAFWGAilON f3ETllF£N SIdATfEA SPANa13.RU1' is P£R1a1TFED`z`£i.R$PAM$6ETYfFE1i 57lOSE 1NbICA7 DAPOVE, HURRICANE PROTGCTIVN' ➢ENN[TTEG, FOR SPA+r56ETWfEi4TH05E INDICATED t:BD'{F, . THE DESSCN'fRESSORES FCRTNE NE%t NIGNC(t5PAH5fIpLLT1FE'DESTGN PAESSURCS FORYNE Mc�ITHIGHER'SPATiSNN.t'BE r, LIPUSED. TABLE 1 ;A TABLE P:• — �L9IWMUM SEVANATIONfROFJ1GLASS•, FOR -USE WI7HlN THE HVHZ __ Nf�AGl'.13fDAMlIGN P�sisAY. FFOtAG.ABS . . , CF$ G1r ` $H1RT7T7� UlBtif4YT;GN$ £ I(q$;;.LLATk1N$ x^pEs$✓R$ I� I .?i'NA 3 A+rpyE ' 9rAGGb'E � GBA�E DRAGS BY7 UKS x e 'isa` �z � .. cr au. ..�.f5' : er .far $r ! zsF Nr Fr et er str;„};r zJ^ sa zs 1R' iYF 3d ?a m r 2"' ia" C 2C I £T �� "Cif SG'q iT ........ L Y1/f .I Gr, f dR' 4A' p K% 'Y .GENF.RAI NOTES,- •1, 'THIS SYSiFU•7 tJA5 6F��ryry TESTEij P,Nb EVAI:Ui�7ED'jN LiCGQRDANCE' 1eITH THVFUDRIDA BUILDING ,�, VA{jIE' d J ( 1"+1,1 Q. a L � V CODE, FOR DSE V/ TI11N ATJD OUTSIDE-THEaIGH VEIOCITY H��J}RRECAf'E7ONE AND IHE .. .... ...... - -- -. 4 U +" 'JNTERNATIONAL HUILDING MADE ((IBC`` AND INTEPNATttlNAL HCSIUEN7IAl. CODE ;IRC THIS SYySTEM' ' m 8, b. MEEi5 M1SSSLE LE'lEz. D lNNO lN0.UJOFS vLiNO ZONE 4:A 6SENTIAL"FACIISTIES AN E.INED IN' I z p 8 9 A5TM EL996-C6 _ , SECTION 2_ PO517[11E A[VD NEC,gfIVE DESi V?RESSURES ALCULA'iED FOR USEL":IT J YkIS SYST'cM S1{ALLBE 3 -.. " DETERMIFIEO PEfi SEPARATE EPJGiNEER]iJG IN ACCORDANCE WITH THEGOUERNING"COD_: PRESSURfi. - o N x . y REOUIF'ct•)ENiS AS DETERMIDJcD 1N ACCC3RD.4PIC,. WITH`ASCE TAND CHAPTER460901 T)t •FLORIDA i YQ' L�UIb{tGCODE SHALL BE lE5S THAN O(i EppUA'wTO;TFiEPOSITIVE 4RQilEGATI,VEO[SiGN PRESSURE. .CAPAC[t,Y,:YRIIJES ❑STED HERCIPN FOR ANYASSEEJHLY AS SflOY N i (I � y 3. T£ST[NG 4VA5 CONDUCTED ifN ACCOROAKCE WIT)2TAS 201(292J203 AND ASTM Ei856�21996 po; 4. Dt51GN PRESSURES PJOTED F{FR.EIN ARE B¢SEO ON MAXIMUM TEF ED:R)2ES$URES'DIVIO D PY A I;S SAFETY FACTOR ; � . i•) L.. f s` E OE IG "OF THCSE ROD S N S. NO ALLOhP.OLE STRESS. BFa:PJ.USED.IN TH S h. P JCT WS P I.. .A LOAD DURATION FACTOR Cd'=' 1.6 WAS USED'ORWOQD ANCHOR �ESIGry 6.. llETERtdINE-THE POSITNE ANO NEGATIVE DCSIGN LQAOS TO USE WHeN REFERENCING THESE OO..UPlENTS !N ACCOROAWCE WITH TH[ GOVERNING CODE AIYD GOV.RNING 4AND VELOCITY. FOR g ,VJtVD LOAD CALCU,ATtOVS,Fh ACCORpST9Cc WRH ASCc.7 A D[RECT'tONA_[TY JND V 7„ ,S;SYSTEM DETAILED HEREIN IS GCh,L'FUC AND OOES'NOT PROVID_ INrORMATIOId�FOR A 5pECIFIC,� h au 'a 'B.. USE OF TiiEScAPpROVAii 00CUTdENTS'SHAI.is CQMPLY WiTHCHA71161G15-230?F i7 FLORIDAF ADMIN[STtiA7NE COOS -THIS CERTSF[GLTION [S VALID.FOR USE IN.CONJUNCII014 WITH THE MOST I GURRENi"REVISIDV O 'LOR[DA PRODOCT•ADPROVAL UF'L13757. 3 9.. :THESE APPROVAL DOCUMENTS ARE SURAT14ETp eE APPLIED BY TTlE CONTRA.Cf0K pA6v DEO THE `v -� L I u uI 'CONTRACTOR-DOC'5-AOPOEVIA7E FROM THE CONDITIOPJS DETAIL ED'HEREW AND THE CONTRACTOR z VER(FES.THATTyE EIflST}NG STRUCTUR$.OdES NDTDEVIATC IN EITHER FORM OR MATERIAL PROM 2.jT. �I 1 £' T E STRUCTUR0.4 S BSTRA7ESOkTA71-EO J {EREIPt:. • Y„ I: I I c '"w' 10, IEN TI IC SITE GdhD[T[ONS DC+J[A7E F[i0P4 TJiE.v_ ApPROVAi:000UIdENTS TNE'HeiTLDIhJG L1 It ! ;; 1' S'� 5 OFFICIAL MAY RE(IUIRE;THATSITF. SPECIFIC DOCUMENTSBECACPARCD SIG�V£D-bATEO AND SEALD BY{i 4C SEDEhGINEE20R REGISTERED ARCHITE i WHICH DETAILAND JUSTIFY THE 33 $ ITE IIAiION , A CONDIT ION TO, rUE BUILDING OFFICIAL GRASYTING HIrER APPROVAL LIZ EACH SHU7`fER'ASSE+'BLY.SHI U-eE°cjiMrNENTLY lAa7°I.ED WtTI{,TtJE.FOU.OWiNG:ttlNlt•)'Jb7 11 I i INFOR4IATION. .. ..... ...... + . i 'TOWN&C0UNTRYiNDu5ifl1E5 "" I 1 j; e H'�J'iIL7Y TRFLI; a t4155iL;E FOR7•'IAES FL. .. LEVELO-SnlEI6}9Sb,8E33p TD2QZ&'1D3 �FORIDA BUILDING LADE RPEROV tr { (:l£:K t{ N 41'IANIS'+ S �' n i2:. ALL CX7RUSICN5 5SJOWN SIWLL'BF 6D63-T6 hrUM[NUM...pLLOY U r�.V.tTHAIN MFY'OT!PI AlPO% I(11x5O F,25 KS1 ... 'Sq � 8�;J �•� �19r.� } [3.ALL BOLTS AND WA$MERS(EXCLUDING INSTA LSTIOY)'SHALL B STAINLESS STEEL .Y+A4 A - Qg Y - MINIMUM 7FtJ5iLE STRENGTHOF bDKS.I UON POPRIVETS SHALL BEI 4FSOR 311¢Li 5O52 (YI-'�{( J;� ,rT; (�°��X'[}I �i @ I yp$}15 4 44; U SHUTTERS SHALL HAVER LOCKING N.FCHANFSM 6iN iSTIPG Art THUS a5CREW fUSFI LOCKOR [ i T E ! 'BOXLOCK AT•EENTERDRSIDECLOSURE 3 �CE'� LC".A.I�lld, 'k 15, .TOP AND BOTTOM DETAILS MAY BE INTERCHAPJGEU AS'F1FLQ P 0 ND T40YS REp[}U[R , : 16. FLOOR TRACKS MAY BE'REMOLRe £ A. NON STACKING LOCATIONS USE REtI WBtE ANCHORS. h �^': 17. NIOUNT ING EXTRUSIONS MAY BE IiCNT7d FORM A CCURVE WITH A hflT ; RADIUS 4F 30" 3 1B... •ALL DIMENSiONSSHOWN INCLUDE POWDER COATING FINISH - gt� T 19.. ALL STEELIN CONTACT WITH AL.0 •1UJu:4 SHA! A. PAINTED 0R kATFb AS PRESLRBED IN.THE 1 J i4 'ABOVE -NOTED BUILDING CODE , aE g � 26. THE 6.H SYSTEM MAY BE MouNTFO WITHTHE INSIDE ANO OUTSIDE dFTEJE SYU7TER`B.ING _REVERSW. FOR EXAMPLE: IT:ISPERMISSIBLETO MOUNT TO A LVOOOOR CONCRETE BEAM WITH THE �' u -BACK OFThESlAT (ACING OUTWARD: FOR THIS CONDITION POSITIVE"ALLOWABLE D=5lGN. 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