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HomeMy WebLinkAboutPRODUCT APPROVALSFlorida Building Code Online Page 1 of 6 1 . i• ' F10110a Q2�al'tft1L'Clid BCIS Home ( Log In User Registration Hot Topics ( Submit Surcharge stats & Facts ! Publications I FBC Staff I'BCIS Site Map Links Search Busines PI {^ ofessi ONUSER:Product Approval Public User SCANNED" Regulation BY Product Approval Menu > Product or ADplication Search p�'9 11 �, n > Application List > Application Detail SF i I Ide Co tt1tY L tab�lJl A/O�I A� 1 " FL # FL12334-R5 Application Type Revision Code Version 2014 - Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory I ! Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation &Management Institute Ryan J. King, P.E. Validation Checklist - Hardcopy Received Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL12334 R5 Eouiv of StandardS.Ddf Year 1996 1999 2003 1996 2004 2000 1995 1994 a hl ps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX,QwtDgtF2AezuarjgKARgl... 9/30/2015 RANDALL E. S T OFFT ARCHITECTS; PA ;'379 ARd0011105 APPROVED ® REVISE & RESUBMIT APPROVED AS CORRECTED [:] REJECTED This revim I., only fur g,or:A con mance With the design concept of the protect a c! 91 _I 1s1 na5cn given In the contract dccarre... . tJ, ,.:ct:� C•v c .:...., sa ,a € a shop drawings daring this re _%i do :vt v6; s,,• -- ",t: OF E L:i3 G7`OViaP,w !! h the r£Ci13re- mCTitss of tr1E ptai F _ and L Approval of a sp=Flm itam shah not inG..ude apProval of P,5 Ecc,. T! 91y of !'-which It,s l em. to ?! aznponsit. Con- tractor is re ponsiery for:. Dimensions io be ccnMned and mrslated at the joy sire lr;U!: anon Lh2t per!aina sorely to the f:brica+Jon pro mes or to t'he means, methods, tschniq+:es, sequences and procedurss di mistruc- t Gon: coordinst;on of the v.,ork of all othsr trades: and for performing all week in a safe and satisfactory manner. DATE: �:Ib BY: i Florida Building Code Online Page 1 of 3 � a• ` i 8 ' R 0 FJ01wa Deparixnentof BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links 'Search Busines PrOfessl Mj Product Approval 0 USER: Public User Regulation Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL5891-R5 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lyndon Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018, Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5891 R5 COI Certificate of Independence.ndf Standard Year SSTD 12 1999 TAS 202 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPIZhpD/o2fndR... 9/30/2015 NDALL E. STOFF ' ARCHITECTSa PjL 779 AR#0091105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This revise a; only for general conformance with the design concept of the project rand gfrnerai ccmpl ance with the information given in the contract or con meats made on fine shop drawings during don r E oe { 3 C-.;ntm-clor from compliance vdith tha reg4re- rr 1s =f f (c > anC sp8cifmatlons. Approval of a specific iten shall not r Fan atx%;iL3 y of which the itern is a componer'�t. Con- tradkx is ter. Dhfflvnsions to be conf.rmed and correlatsd at the jL j r;1& ;%fC. Tti n that p i-lains safely to the fabrication processes or to tiia moans, methods, tachniques, sequences and procedures ci corrtruc- tion: coordination of the work of all other trades: and for performing all work in a safe and satisfactory manner. DATE: C,991% �L BY: THERMAITRU THERMA TRU DOORS 1 7 E3 INDUSTRIAL OR.. EDGERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC, ••••��•. - LASSiC CRAFT & CLASSIC CRAFT RUSTIC 37.VMAX IS2,50•MAX.oA.FtuMEwtoiH FRAME WIDTH 74MMAX. FRAME WIDTH E e FIBERGLASS GLAZED DOUBLE DOOR W/ SIDEL►TES (SIOBIM 36.00' MAX. 36.75*MAX ^w Ours WING 36.07MAX. PANEL + �a PANE! WIDRI 'IMPACT' I_mw E) PANG WIDTH Eg w ASTRAGAL S ?o GENERAL NOTQ 1. This product anchoring drawing has been developed in compliance with the Sfh Ediflon (2014) Wdo BUT609 Code (FBC1 Including the'1th Velocity Witcane Zone' (HVHZ). See the Cerliko0on Agency Certificate forshres, specifications and ratings. 2. Producl anchors shol be as fated and spaced as shown on details. Anchor embedment to base material siof be beyond won dressing or stucco. 3. When toed in fhe `HVHT this product comples with Section 1626 of the FSC and does not require an Impact resistant covering. 4. When used in areas outside of the'WHr (equuhllq wind home debits protection this product complies with Secion 160911 of the FBC and does not require an arPact resi5W covering. This product meets missile levd'W and includes Wind Zone 4 as defined its ASTM E 1"6 and Section IMP.1.2.2of the Fea S. For N stud ironing comttuckon, anchoring of these uNlsshol be the same as Bat shaem for 2x tuck masoriry camhucBm 6- Site condfions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered archlect. 7. Outswing configurotions using coastal sill Item R31 undaractive doom and of sills used under sfdogesmeal water Infiltration requirements for%VHr. B. Ouhwhg configurations tokg sit items If 15. 41 B and 437 under the active door do not meet the water InfJtrollon requirements far [be %VHr and shall be Waned only in non -habitable areas at of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less tton 45 degrees, TARLEOFCONIF.MS SHEET# DESCRiPRON SNEEFO I MCRIMON 1 Typical elevations, design pressures & general notes 9 1 Vertical cross sections 2 Door panel deta'B 3 gtarhg detalls (Smooth Star) 10 Buck arncfadng 3 Doarpanel details (fiber Classtcl 11 Rome anchoring 2X buck masonry constnrction 4 Doorpanel details; ssicCroH 12 RameoncluiftiXtxrckmasorryconslnrcBon 5 Doorponel detals C1ossicCraffRustic) 13 Components 6 Sidelte panel detals 14 Components 7 Haaon Id cross sections 15 Bit of maleAok B Vertical cross sections X _ X r 1.5' REWFORCEMEHF GUTSWING W. FL-12334.5 air 1 er 15 1 j-- 19.d3" MAX, DAA. I o� TIM I� �0 --r 1 FJ+ z ly 3 W-1 02 RE1 0 DATE C 2009 R.W. BYILDING CCN�YLTANTID INC. TR FIBERO! SS ED DODR PART OR A95NO. DOOR PANq DETA9 S A: Cl�t2 DEME (SMOOTH STAR) 111� ` jm _ V w _I.A! • Na 4910➢ IT F. 40mfd! Ii ''•.�I�Rr'� 43409 i��U\�\\`\ F BUILDING CONSULTANTS, INC. PA. BOX 230, V41doo, FL 33595 Phone No.: 613.e9o_o.oT mavttwhum us PEAMANEMiVW&PmdottApprowislil-UHADrawlnijACwM n.W3U-SAfnE•3 l0 Z O J 2 OB 15 UPDATE TO STN ED. 2014 FOC L.FS 2 J 12 REVISE TO CERT. MARK METHOD LFS I 3 9 it E CLASSIC CRAFT OOOA JK N 70p9 R.W, Bu,Lp,wp OpN\u�T.WTn IN2 j�---�- 79.63" MAX, D.LO. 1 n K No.4340Y F1BOWSS GGLAZZEU DODR ?EE.on . NoF43409 a "o,�,,i4 f OR ASSEMBLY: BUILDING CONSULTANTS, INC. DOQR PANEI. DETAILS P.O. Bpx 230, V.Itm. M 33393 flBER CiASSiCj Phone N— 813.L69.9197 FHPE CA No. 9813 a 79-67 MAX. D.LO. aO it r I Ar z 0.81, I -si Vsip R 3UMBINO fL'Q'Eft%Th&" Tm PMMENMedda 4 Lyndon F. SchW FIMOLM2EUo DOOR PX. No. 43QD m I lot rp, N T ME I SUNMING CONSUL N!'I'N'C. 000 PANEL OETILS FL 33595 4kSSIC CPAFT r ?cRL Ph -me No.: 613.659.9187 FWE CA. N . Gala OR TA P.O. Box 230, Voldeo, o Vsip R 3UMBINO fL'Q'Eft%Th&" Tm PMMENMedda 4 Lyndon F. SchW FIMOLM2EUo DOOR PX. No. 43QD m I lot rp, N T ME I SUNMING CONSUL N!'I'N'C. 000 PANEL OETILS FL 33595 4kSSIC CPAFT r ?cRL Ph -me No.: 613.659.9187 FWE CA. N . Gala OR TA P.O. Box 230, Voldeo, o FLAMMAThama Tm AEAMANFIOWda v fn � E•S 79.in3'MAX. D.L.O. w O4 O� It XF �'1`.�1<J �Ii�iAiV ^~'�.tt'�k,���$*=�'4.`<h1LA'4' M1 ,µ✓me �'Yi:.. �2 ''4i4 r1'��;^ im'.'IS,y�j'4eL•i'Y�>�3�,�. l�'yi ZSiY r'x.`h,i T�`c �5: Q v�".•e�J �,�..lW ; . ^+. +rl [141�1C` y N O O r Te` I I1 r?mlm lgm • (=I F W.43409 ra r r P p � �nvwr.�: OmwMnb-Play g� �i . �i�����''•.�,WRtORrJplQ� UPDATE 70 5TH E0 2074 FlBERGLAR—TRUS GLAZED DOOR pP.L Na..aJ�4ogbt IU MREI F8C SE CLASSIC CRAFT lK)OR iFSE._PARTOR JK ASSEMBLY: BUILDING L`ANSULTANiS. INC. RW �' NO DATE 6 R PANEL DETAILS (CLASSIC CRAFT RUSTIC) P.C. &M 2. VOUIee, FL 3369E PhOM Nos 813.6599197 R SIGNS 0 2009 A.W. ®YILOINe OOHlUtTANTe IN9. POPE CA. No. o6t3 MCEOMATh m9 TIu POWNENrfWds Pmduc ApprowhiFl.-ln34DrmwYlITmn:nffL-3233a1.s do E-6 r ` D i D D ' n O O O b O g� O zro N u, fi . 2 OB ISUPDATE TC STH EO. 2G14 FBC LFSJ L,3, 6 12 REVISE TO CERI: MARK METHOD LFS 3 II REVISE CUSSW CRAFT DOOR UK DATE .._--.--- BY 197OC9 R.W. BUILOINO CGNeULTA g IN6 �79.63•MA7LD.l0. I1 � A V.• �ICB�ti• � ��� M `�� •f Na43Wa '1 w I (DUCT: ERMA U Mcu nmy rod Lyndon F.. Tdt '�S-E FYSERGLASS DOOR P.E T DR ASl mYe GQQ�/ BUILDING CONWLTMIIS, INC. SIDELIIE PANEL DETAILS '/�'j/jJ P.O. 8ow 230• vOWro, A. 33605 Phan* No.: 813.669.9197 FBPE C.A, No. 9513 v 2 ' 9 9 NOTE i. Sidella screws (item 4891 faeated of pMOR from eoch end and 6 more screws equdly spaced (B screws total perJamb). O 7 X 7 Y14 J\ O 7 22 3 4 5 8 8 8 I-IJ4' MIN. FMB. (TYP.J p SEENOtEI EXIERIC �, 89 rye L INTEROOI �.ISM1N. e C C-SINK �a 8 1 HORIZONTAL CROSS SWVON d7 g r t ©T�T� v► v t 21 HORIZONTAL CROSS SECTION INTERIOR INTERIOR 1.1/4'MIN. FMB. ("P.) r SEE NOTE I E 89 :wt b J 20 C 4 Ho CROSS SECTION 77 J Shownw/IX subrbuck 3 HORIZONTAL CROSS SECTION 7 W 7S n no r z na—z o° M-22609 °z ke N.T.S. IL er. JK alIL ErnLFS I 0" ra FL-12334.5 n i Ma'mWhortm Tm ua...Ey,umsv�•uarwawmps���urera�t-liili.l•Stlxy, E•B • i'1�4'MIN. � Q m EMS. (MP.1 0 $ o q0 Q O IA a I ni • ' d airs T m n •° ��' N IA Z A � « • "SESESE"' Z I{I a WXMIN. (1TP-) n .. m EMB. (ITP.) I • . g o i� I.1/4'MIN. • Irr—�ri�vr EMS. (iYP I O A mN m o �3 O � D N I-IJ<'MIN. Mo.(TYP.) Q p FIE 21411 y D. x e•- �n . n O ' 2 .D ... • IA IA qi r D � D rn 1-1/4°MIN. EMS.(M.) ttptulnffgf ti L• PRODUCT: Oowm"t. rMponE •.� f• j 17 THERMA TRU 4Yndon F. Sehmidl ��i R FIBERGLASS G1AZE0 ODOR P.E No 43409 4�� ����• nt § 2 pJ22 0. 2014 FBC LFS off /f►�jtRENSE TD CERiMARK MEiN00 LFBWLDINO CONSULTAM3, WC.!n OR SE CLASSIC CRV ODOR JK r/j,(n`o BY yERTCq( P.O. Bor 230. Vo1Heo, FL 33595 51 s CROSS SEC TONS Plwn� No.: 013.659.9197 O avov a.w. BUtLmHe eoweULT,wro I.e. FBPE CA No. 9815 i PACienb\Thevme Tm PMMANEMIilaida PmduC APpmvaiytF41733%Oww{ngstCuMnttP4123341•S.Mg E•, 1.1/4' MIN, EMB. (M.) y • '• . v =O m A top Im N •' n ; A . N V CD 1-1/4-MIN, 0.1 MINK, _ m FMB.ITiP. ) O O (•b •o th A EMS. (1YP,) PIP m I �— � ••..•,. •kid; � � 4` O O • v ` 1-1/4"MIN. N nt � ut mm O a EMB, PP.)FR 'O N POO z � •O A • . • . L V Iljl • 1 H O m Z .'O •O ~ • . • O O S g7Ap �f me^ •• �. WAN i A 1-IN"MN. v OD Da (IYP.) t\Ut II111I/I 1 PF PRODUCT: THERMA Cooun.,dv p,rporp ay, �� t i �i •"'tiA2gaD�•+j� N - § b 2 ro J !FS TRU flBERCL455 ClAZED DOOR Ly1Won F. Sahmldt P.f. N0. 43409 06 15 5TH ED. 2014 F'BC Q w y m 2 f J 9 12 J 9 REIISEERF. MARK ME'NI00 SIC CRAFF pOOq JKRIWNO DATE EVISI �. VERRCp! CROSS SECIJONS P.O. Box230. Va4feo, F1 33595 Phony No.: a13,939.0197 02CCa a.w, ewto�HC COMNLTANTS INC. FSPE CA No. 9813 MASONRY wp. HEAD is JAMBS OPENING MUCK CONCRETEANCHOk NOTES. - I. Concrete Onai(w aU= 01 ft corners may be adjusted IQ mobtain the n*L edge distance to morforjWnts. 2 Concrete anchorfocotkins noted as WAX ON CENTER" must be adjusted to maInfain the min. edge disfonce to mortarlmls, additional concrete anchors may be required to ensure the WAX. ON CENTER"dimension are not exceeded. 3. Concrete anchor table, MM" W R.P Jr nw TAPCON" 1/r 1-itr 21 ELCO ULTRACON* 1/4' ir As1RAGALANo !II FRAME III SHOWN FOR REFERENCE BUCKANCHORM !HOW Ito Af 22 .4 19 tc I SI 0 U a IOU• z WL N.T.S. .Q 11f., JK LFS RAN" Ho- -FL— 12-W.5 IV ja OFJA 161 Oa a fog ,f MASONRY OPENING h `tZPi FRAME- bO 2X BUi SEE NOTE I TYP. SEE HINGE : 1 DETAIL HINGE lAMS FR"EANCNOttING Masonry 2X tuck construction CONCRUEANCHOR NOTES: NOTE 1: 1. Concrete anchorlocotiarg at the comers may be odwted to maintain Me ,in. 910 X 3" wood screw tosnolled through ms>Eion edge distance to morforjoints. Into masonry (each Tace) at head 2. Concrete onchorbcaffons noted as wAx. ON CENTER` must be adjusted fo maintain the min. edge distance to monarjoinM oddinanolconcrefe anchors maybe required to ensure the 7N ON C&MR` dI enslon are not exceeded. 3. Concrete anchor table: ::...................................................,..:-.:.:.: �fi#GGR At7_G{EARAi(EE a1MllIV*::::.....:_IZAidE A�:iNjtSt7Nlly .:.TQIIDJACFM:;' .....:..: �:..._.:::......._..... _.::..:.:::.::-::.:.:::.:�.:-::::::::.-:•r..::EfTCE%�ins_;':;i:.;.9N�e:NGFf:z?f:?. .. TAPCON / ULTRACON TAPCON� 3/tb' 1.1/4" 3° t•t/2" WOOD SCREW INSTALIAiION NOTES: Maintain a minimum 5/6" edge distance. I end disfonce, d ► o.c, spacing of IL -wood screws to prevent the sag of wood. a DETAIL t TYP. SIDI SILL ASTRAGAL$YPJKEJAMII �4",-A,.0 - •ti ,� �z4'o m E 9m lV K 27 maai m� �� r, i 2N a0 O LATCH ADEADBWSMIKEDETAIL 81 qi t. tmvc•ED .e $eqa 5 M 78 •1 C z � na- avE: 2 26 09 i NM By, JK m oBo saac 0PA""s er. LFS N0- se FL-12334.5 c DETAIL2 t 1 or 15 A snca at 5. SEENOTE l- 3' � �i* T 7' �JiA SEE DETAIL iMASONRY OPENING 3 IE FRAMEIx SUCK: 12 —T TYP.SILLTYP. �1JAMB•• SEE TO JAMB _DETAIL2 ;�•� r rs ri sr r SEE HINGE 1 DETAIL t NINGEJAMB F"WANCHORING D i ASWAGALSTRIKEJAME Masonry IXbuck construcIIon TYP. SIDEUIE S41. CONCRETEANCHORNOTFS: I. Concrete arechorlocations at the comers maybe adjusted to malatoin the min. edge distance to mortar joints. NOTE 1: Z Concrete mchorlocatlons noted as YdAx ON CBvn3r must be o4usted to 3/l G x 3-1/4' ilw Conarele screw tos•noued ma6lfain the min. edgo distanee to mortar joints, additional Concete anchors through minion into masonry (each face) at head may be required to ensure the IMAX. ON CENW dimenslon are not exceeded. J. Concrefeonrhorfabfe: A1+►4NO(j ANtrilOk. Ml�1. INTFi CfEl1RA . .............. JMIAt CIRARAi�CE T7r!'E tlYT8ED161E1<lir . TOADJ)iCEM,._i; .�..... iil .. ........ ...... 1-1/4' _.. .....t:Al�`e1w: ...........J1NG}IDtt'":;i'. x 4' rtw ® 7APCON 1/4- ELCO VLTRACON 1/4' 1-1/4- i' 4' Rw ® TAPCON 3/Ib". 1.1/4' 31 WOOD SCRtw INSTALLATION NOTE£ Maintain o minimum 5/8'edge dtsfance I' end distance 5I I. wood screm to prevent the spGftirrg of wood. g o a . UUAIL I ``tss,1 gv( E 0 r� N�� po mdyl rL ag K 27 34 K o $ mo g �N } 4p � LATCH a DEADBOLTSMKE MAIL zCC11 $ Azo° g2609 i WAW N.T.S. J o[�o disc' m On JK aoc dr: L.FS 3 atrh47G DETAR2 a rro.: FL-12334.5 c kNaeMftTherma Tru PERMANENIVIoft ProduRAPProwhVL-M3C1WF ngACUrt AFL-]iM.1,5Aft 633 3 06 f UPDATE TO 5TN E0. 20f< FBC LFS 2 3 5 12 RENSE i0 CERi. MARK MEINOD lF5 t 9 11 REY15E CLASSK; CRAFT DOOR JK L) a009 q.W. BuaeiNo COweutTwr�n rMo. THERMA PSERCL4SS GLAZED DOOR T OR A$ Emm COMPONENTS G� 7 Na43400 hnr. PnPv -a n F. Segm 0midt''•.!Zgisi,E1pP,.•' BUILDING CONSULTAMS�7,I C. It P.O. Bent 230, VWAee. FL 33505 Phone Nw 813-950.0197 ILACIW Thermo Tm PEPMANENMrWs PmdUppppron�p••>y;�pr �CUn 41233L1-SAwg E.14 Nm 43402 A 11., F'tiODUCi: w ply . I ro 15 UPDATE TO STH ED. 2014 FBC T,FS THERMA TRU MRGLM GLAZED DOOR Lyndon F. 9chmtdt A '4 e ''+1°,tyg801 P.E. NO- 43400 I x y N 2 1 J d 12 3 I1 REVISE'TO CERT. 1TARK METHOD REV15E CLASSIC CRAFT DOOR Lf5 PART OR ASSENBLW. BUIlDiNO CONSULT �Il�j j 1\« ANTS INC. rs D T JK y COMPONENTS �A� YY P.O. Box 230. Vafrtao, FL 33395 20129 P.W. R ONS Cn.u�r wla fno. Phan. Nos 813.889.9197 FSPE CA No. 2813 MASONRY -3000 PSI MIN. CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 12 15 # 10 X 2' PFH WOOD SCREW THRESHOLD OUTSWING-5.3/4-COMPOSITESILL FFULLSUBSTMAI 18 THRESHOLD OUTSWI NG 3 fTHE MMALBREAKSILL 19 HEADER JAMB SG >- 0.42 20 SIDE JAMB SG r_ OA2 22 3 POINT "TONGUE' MULTI -POINT LOCKSET im!z BY HOPPE ASTRAGAL 24 ASTRAGAL FLUSH BOLT 6 ASTRAGAL FLUSH BO ETAINER LATCH27 EP 28 TONGUE STRIKE PLATE 31 COASTALOUTSWINGTHRESHOLD 32 DOOR BOTTOM SWEEP 35 mex 1 STAPLE 37 THRESHOLD OUTSWING 39 PANEL REINFQRC .02r THK. 40 FIBERGLASS DO R P EL REIN R NT MOTH 44 HINGESTILE $ 45 BOTTOM RAIL € 46 INSULATING FOAM CORE S1 47 LOCK STILE 48 IMP RAIL 49 ISMOOTHSTAR DOOR SKIN 0.065' MINIMUM THK. FIBERGLASS NOTE, WOOD/LVLCOMPONENTS: PINE (SG >=0.42) MAINUAL WOOD Tabs 50 I DESCRIPAON - - RBERGLASSDOOR PAN�w/STEEL REINFORCEMENT RBERCLASSIC MA1ERrAl RMAIERI55 �•"�� '..!- -- s . -� �• ••�t"" '.p3 W 51 FIBER CLASSIC DOOR SKIN 0.065 MB4UAUM 1HK FIBERGLASS R it i r m A - 52 TOP RAIL COMPS STEEL. 54 55 NINGE STILE BOTTOM RAIL LVLIWOOD : tY : • -1 N �•........• } '� j > o CONCRETE 57 LOCK STILE COMP. LVL/YYOOD i CIF- * e STEEL 60 FIBERGLASS DOOR PANEL. w/ STEEL REINFORCEMENT (CLASSIC C FIBERGLASS wu� t t K t��a _ g 3 o STEEL 61 CLASSIC CRAFT DOOR SKIN Q065'MINIMUM 1HK. FIBERGLASS FIBERGLASS STEEL 62 TOP RAIL COMP. N • Ee O m n m da STEEL 64 HINGESIILE WOOD STEEL 65 BOTTOM RAIL MAD , COMP. $ WOOD c '3 LTES STEEL oW CEMENT FIBERGLASS FIBERGLASS FIBERGLASS" WOOD PVC og PVC = >0.42 4 4.Sfi 4 5.75 0 o 2.36' 23ir N Y I N 37 utTsswlNG THRt3KOTD �ZOUTwil 17-11 With them�d brech s9 236' S.B3' n n n ` j I _ z y a ; twE 2126109 i SCALE N.T.S. 5 L q ` mva er. JK m' ewe, ee LFS ? f1_t7U13W1NGTHRES#OID DROM, 1 , NG THRESHOLD t:omtot .. ��,oyre� FL33;a]� F ero Florida Building Code Online Page 1 of 3 .j Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 tara@extrememetalfabricators.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 James L. Buckner, P.E. @ CBUCK, Inc. developed the Evaluation Report Florida License PE-31242, Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R2 COI CertOfIndep.pdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards � hitp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 11 /5/2015 . . a RANDALL ED G !j ®FFT CHIC -CM P.L, ;r79 AIA011105 j APPROVW n REVISE& RESUBMIT ® APPROVED AS CORRECTED REJECTED I his ravie.v k only far gnrra': donrdrinance with -the, design concept of the p'4P-ct Pel c, r,:ry cat:: '.=r. wa :uithi Vie information given in the contract Pak on the shop dravrngs during tt is ra fi�o F ^ Iv`t Pii(i' b '. U`^r iFi'✓ : iiafil Pam' mpli3nC3 W.ittt the rt7Q19ir0- msnrs Cif t is pt0fi:> dn'd �iJT 1ions. Appmvai of a specific Cific item shad not In�ir03 "[;'�f a7 Ll - t, ' i p0 . Con - a; = �� o bry of vm. � ti:3 itemis �com neat fi—Cor is =- p,rLii`str for:1)4rn sions to be conf:Ymed and correlated at the jab safe; hilxrpgon Hiai pertains sorely to the fabdcation processes or to their ris, i WtL%ds, tsdin jes, sequences and procedures cf, construc- tion: coordinal-kin d, the work of all othar trades: and for performing al work in a safe and satisfactory manner. DAM �'�� 6Y: 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 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Extreme Metal Fabricators, LLC.: 2160 SW Poma Drive Palm City, FL 34990 (772).872-8034 .tara@extrememetalfabricators.com James Buckner jimmy@cbuckinc.net Tara Faulkner 2160 SW Poma Drive Palm, City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received James.L. Buckner, P.E. @ CBUCK,'Inc. PE-31242 Keystone Certifications, Inc. 04/22/2024 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL17022 R2 COI. CertOfIndeo.pdf Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 ht'tp://www.floridabuilding.org/pr/pr_app_dtl. aspx?param--WGEVXQwtDgv2a$QpHpQQ... 11 /5/2015 Florida Building Code Online Page 1 of 3 r 11 Fl0;1 8 �CO3f�fT C� BCIS Horne j Log In' User Registration Hot Topics Submit Surcharge Stats & Facts E Publications FBC Staff BCIS Site Map Links Search j Busines �� Product Approval ' Professi' naI USER: Public User Regulation . Product Approval Menu >.Product or Application Search > Application List > Application -Detail FL # . FL17022-R2 Application Type Revision ` Code Version. 2014 Application Status Approved. Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC. Address/Phone/Email 2160 SW Poma Drive Palm City, -FL 34990 (772)872-8034 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical. Representative Tara Faulkner Address/Phone/Email, 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com Quality Assurance Representative Address/Phone/Email Category Roofing a Subcategory Metal Roofing 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 James L. Buckner, P.E. @ CBUCK, Inc. developed the Evaluation Report, Florida License P&31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 . I Validated By Steven M. Urich, PE Validation Checklist'- Hardcopy Received Certificate of Independence FL17022 R2 C0I Cert0fIndeo.pdf i Referenced Standard and Year (of Standard) Standard Year { TAS 125 2003 V UL1897 2004 i UL 580 2006 Equivalence of Product Standards htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11 /5/2015 i Florida Building Code Online" Page 2 of 3 Certified By Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 07/02/2015 f Date Validated =, 07/02/2015 ,. Date Pending FBC Approval 07/09/2015 Date Approved 08/18/2015 Summary of Products FL # Model —Number IDescription 17022.1' 771(1) 5VCrimp 26'Gauge Steel, Lapped Roof Panel Mechanically Attached to Wood Deck. " Limits of Use Installation Instructions. Approved for use in HVHZ: No FL17022 R2 II 1 5VCrimp 26ga WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A%-101 Evaluation Reports Other: Refer to evaluation report for FLi7022 R2 AE 1 5VCrimp 26ga WoodDeck EVALREPORT.pdf Created by Independent Third. Party: Yes conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.2• (2) 5-V Crimp 0.032" Aluminum, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No ' FL17022 R2 II 2 5VCrimp 032Alum WoodDeck EVALREPORT.pdf Verified•By: James L. Buckner;, P.E. @ CBUCK, Inc. P.E. #,31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent ThirdParty: Yes Design Pressure: +,N/A/-168.5 Evaluation Reports Other: Refer to evaluation report for FL17022 R2 AE 2 5VCrimp 032Alum WoodDeck EVALREPORT.pdf Created by, Independent Third Party: Yes conditions and limitations of use. Refer to. manufacturer's installation instructions as a" supplemental guide for attachment. 17022.3 " (3) 1.5" Mechanical Seam . 2"Rib Height,. 16" Wide,24 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions 'Approved for use in HVHZ: No FL17022 R2 II 3 1.5 Approved for use outside HVHZ: Yes MechSeam 24ga WoodDeck EVALREPORT.odf Impact Resistant: No : Verified By: James L. Buckner; P.E. @'CBUCK, Inc... P.E. #31242 Design Pressure: +N/A/-191 , Created by4ndependent,Third Party: Yes ' Other: Refer to evaluation report for Evaluation' Reports " conditions and limitations of use. Refer to FL17022 R2 AE 3 1.5 manufacturer's installation instructions as a MechSeam 24ga WoodDeck 'EVALREPORT.odf supplemental guide for attachment. Created by Independent Third Party: Yes 17022.4 (4) 1.5" Mechanical Seam 2"Rib :'Height, 16" Wide, 0.032" Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 4 1.5 Approved for use outside HVHZ: Yes MechSeam 032Alum WoodDeck EVALREPORT.0 Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc: P.E. #31242 Design Pressure: +N/A/-191 Created by Independent Third Party: Yes Other: Refer to evaluation report for Evaluation Reports conditions and limitations of use. Refer to FL17022 R2 AE 4 1`.5 manufacturer's installation instructions as a MechSeam 032Alum WoodDeck EVALREPORT.pdf supplemental guide for attachment. Created by Independent Third Party: Yes , 17022:5 , (5) 1" Nail Strip 1" Rib Height, 16" Wide, 26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/=97.25 " Evaluation Reports Other: Refer to evaluation report for FL17022 'R2 AE 5 ,1NailStrio 26ga WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes conditions and limitations of use. Refer to (I " http://www.floridabuilding.org/pr/pr_app_dtl:aspx?pararri=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015 " Florida Building Code Online Page 3 of 3 i (manufacturer's installation instructions as a supplemental guide for attachment. 17022.E (6) 1" Nail Strip 1" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel. Mechanically Attached to Wood Deck. Limits. of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 6 1NailStrip 032Alum WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant:' No Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 Evaluation Reports Other: Refer to evaluation report for FL17022 R2 AE 6 1NailStrip 032A1um WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.7 (7) 1.5" Nail Strip 1.5" Rib Height, 19" Wide, 26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022'R2 II 7 1.5NailStrip 26g8 WoodDeck. EVALREPORT.pdf Verified,By: James L. Buckner,'P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant No Created by Independent Third Party„ Yes. ' Design Pressure: +N/A/-63.5' Evaluation Reports Other: Refer to evaluation report for FL17022 R2 AE. 7 1.5NailStrip 26ga WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. " Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 contact850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licenseeslicensed under Chapter 455, F.S. mush 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 i 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 clickhere . Product Approval Accepts: ' SL Cll r tt \' S17 '4' Bi 1 CS' 1 http:Hwww.floridabuilding org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11/5/2015 . Florida Building Code Online Page 1 of 3 Authorized Signature James Buckner, jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive - i • Palm. City, FL 34990, (772)872-8034 tara@extrememetalfabricators.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida tRegistered Architect or a Licensed Florida ProfessionalEngineer Evaluation Report = Hardcopy Received Florida Engineer or Architect Name who James L. Buckner, P.E.-@. CBUCK, Inc. developed the Evaluation Report Florida.License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/202'4 Validated. By Steven M. Urich, PE Validation Checklist Hardcopy Received Certificate.of Independence„ . FL17022 R2 COI CertOflndeo:odf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards FH Py. http;//www.floridabuildin'g.org/pr/pr_app.dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... `11/5/20.15 Fi orida Building Code Online J 1 Page 1 of 3 r7o1iud D20ciltmient ' m BCIS Home Log In ( User Registration Hot Topics Submit Surcharge stats &:Facts Publications ! FBC. Staff BCIS Site Map Links ; Search• Busines �'?� Professirral tM' &1 Product Approval USER:PublicUser - Regulation 'Product App&oVal'Menu > Product or. Application Search :> Application List > Application, Detail .. i FL # FL17022-R2 - MRi Application Type _ - Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC- Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com' Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma: Drive ! Palm. City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com Quality Assurance Representative ' Address/Phone/Email Category Roofing Subcategory Metal: Roofing - Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who 3ames L. Buckner, P.E. @ CBUCK, Inc. developed the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Steven M. Urich, PE Validation Checklist`= Hardcopy Received' Certificate of Independence 1`1-17022` R2 COI CertofIndep.pdf Referenced Standardand Year (of Standard) Standard Year TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards http-//www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 11 /5/2015 Summary of Products FL # Model, Number.or Name Description 17022.1 (1) 57V Crimp 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No, FL17022' R2 II '1 5VCrimp 26ga WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, R.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/401 Evaluation Reports Other: Refer to evaluation report for FL17022 R2 AE '1 5VCrimp 26ga WoodDeck EVALREPORT.pdf Created, by Independent Third Party: Yes conditions and limitations of use. Refer to manufacturer's` installation instructions as a supplemental guide for attachment.'..; 17022.2• (2) 5-V Crimp - 0.032" Aluminum, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions' ' Approved for use in HVHZ: No FL17022_R2 I1 2-5VCrimp..032Alum WoodDeck EVALREPORT. pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 431242 Approved for use outside HVHZ: Yes ; Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:.+N/A/-168.5 Evaluation Reports Other: Refer to evaluation reportfor; FL17022 R2 "AE 2.5VCrimp 032A1um WoodDeck 'EVALREPORT.pdf. Createdby Independent Third Party: Yes conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.3 (3) 1.5" Mechanical Seam 2" Rib Height, 16" Wide, 24 Gauge Steel Roof Panel Mechanically Attached to Wood: Deck.. Limits of Use Installation Instructions Approved for use in HVHZ: No. FL17022-142 11 3 1.5 Approved for use outside HVHZ: Yes MechSeam 24ga WoodDeck EVALREPORT.pdf. Impact. Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Design Pressure: +N/A/-191 Created by Independent Third Party: Yes Other: Refer to evaluation report for . - Evaluation Reports conditions and limitations of use. Refer to FL17022. R2 AE 3 1.5 . manufacturer's installation instructions as'a MechSeam 24ga. WoodDeck EVALREPORT.odf supplemental guide for attachment. Created by Independent Third Party: Yes 17022.4 (4)3.5" Mechanical Seam" 2" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel. Mechanically Attached to Wood Deck. Limits of Use p Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 4 1;5 Approved for use outside HVHZ: Yes. MechSeam 032Alum WoodDeck EVALREPORT.pdf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Design Pressure: +N/A/7191 Created by Independent Third Party: Yes.. Other: Refer to evaluation report for Evaluation Reports conditions and limitations of use. Refer to FL17022_ R2 AE 4 1.5. manufacturer's installation instructionsas a 11MechSeam 032Alum WoodDeck EVALREPORT.odf supplemental guide for attachment: ' Created by Independent:Third Party: Yes 17022.5 (5) 1" Nail Strip 1'<Rib Height, 16" Wide, 26 Gauge Steel Roof Panel Mechanically , ' Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 'R2 I1 5 1'NailStrip 26ga WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242' " Approved for use outside HVHZ: Yes Irripact Resistant: No Created by Independent Third Party::Yes Design :Pressure: +N/A/-97.25 Evaluation Reports Other: Refer to evaluation report for FL17022 'R2 AE 5 1NailStrio 26ga Woodbeck_EVALREPORT.pdf Created by Independent Third Party, Yes conditions and limitations of.'use. Refer to' , F4 lorida Building Code Online , n Page 3 of 3 manufacturer's installation instructions as a supplemental guide for attachment. 17022.E (6) 1" Nail Strip 1" Rib Height, 16" Wide, 0:032" Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions' Approved for use in HVHZ: No :. FL17022 R2 II 6 .iNailStrio 032Alum WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third l Party: Yes Design Pressure: +N/A/-785 Evaluation Reports Other: Refer to evaluation report for FL17022 R2 AE 6 1NailStriD 032Alum WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.7 (7) 1.5" Nail Strip 1.5" Rib Height, 19" Wide, 26.Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No., FL17022 R2 II '7. 1.5NailStriD 26ga WoodDeck EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party:•Yes Design Pressure: +N/A/-63.5 Evaluation Reports Other: Refer to evaluation reportfor- , FL17022 R2 AE'7 1.5NailStrio 26oa WoodDeck EVALREPORT.Iidf' Created by Independent Third Party: Yes conditions and limitations. of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. - Back Next Contact Us ::,1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of FloridaIs an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement.:: Accessibility Statement :: Refund Statemenh Under Florida law, email addresses are public records. If you do not want youre-mailaddress released in response. to a public -records request, do not 1 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 I 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 r. .. Product Approval Accepts: ' � 'scCurih•+tr:rrtres�