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Home My WebLink AboutProduct Approval y efr�tta lit Y 7. acts Home Log In User Registration Hat Topic Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links Search ` 4ei Product Approval ��-•{' AOS USSR:Public User N. `4 LMALlk t Ar„'Lva!EF> g>P.�tiuU or h;+oiicy,t 3r�t 5r-arrh>Aj n!Lc i n task>Application Detail FL# FL16107-R70 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Masan,OH 45040 (513)770-6062 tnwesterfield@cibpay.com Authorized Signature Scott Hamilton sham 11ton @clopay,corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from-aFlorida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler 'I, Validation Checklist-Hardcopy Received Certificate of Independence F4.16107 R10 COI c erti(ication of Tndeoendencz of V4itds tiara En i - Gary Pfuehlerxdf FLICz107 R10 COT Statement ar In epLfi Tence of E_V,2L1,'lon =ntit✓_ ScottHamifton 120474 odf Referenced Standard and Year{of Standard) San and Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 December 12,;201"2 .(revised Evaluation :Report for Clopay_Building Products Company Sectional Garage Doors, W6 through`W8 I have:evaluated:the wind load,door:designs as shown on the drawings listed below. 'I_have reviewed,the.test'reports,,which':were ,generated.by accredited independent laboratories as'.required`.by the relevant Florida Administrative Rule, the engineering rational analysis,, and theproduct dra;wfngs: The test reports are listed, b'elow.,Assembly testingiwas`conducted.by:America n Test Lab 'North:Caroiina. Gornponent°aestiing was=conducted;byNETIand ETC. For the doors listed. in Tables 1 'through 5, Static'Pressure Tests .were conducted in :accordance .with TAS 202. 1994, ASTM-.030-2002 ,and ANSI/DASMA _108=2005,'Missile Impact and:Cyclic Pressure Tests were conducted. in accordance with TAS 201-19.94..and TAS.203-1994 and.ASTM E1886-2005 and ASTM. l ,1996-2009-and ANSI/DAS'MA.:115-2005. Thee pressures listed:.on:the drawings are,elther direct results of;:these tests:`or:resultsobtained through_engineer'i'ng srptlona I,analysls based on actual tests. _h have'con'cluded. that the doordesigns listed .below in Tables 1 through :5 are.in compliance With these:High Velocity f-1urricane;Zone test requirements. of fihe`Florida Building Code and therefore are :qualified as impact-resistant assemblies. (large missile impact). TABLE 1• Drawings for doors with Ma11 �k0rin-I Product"Code (MPC) RAN-217= 5 , 104710 A-R.ev03 i Jnax. door. :s.i ze 16'2x16'0" -x-36/=42 PSF (des'gn load) 104761 A-R'ev02, max: ;door ;size 18"2" x 16'.0 +36/=42 `PSF (design load) TABLE 2: Dr' "in 'for PQj3. vlth' anobctu"Ina Product Code (MPC) PAN-2F1,4; 104753 A-Rev02., max. door size 167' x :16'0"., +38/-42 PSF (design load) 104752-Rev024 :: 'Max.max. door size 18'2" x 16"0"; 1/ 46 PSF design load) 104754-Rey02, max. door size 16'2'' x 16'0"; X46/ .50 PSF 'design load) TABLE 3 Drawin' s For doors with a of ctwjjjg Product Code (MPC)' DSIE-IF121:. 104724-A=Rev03:,. max. door si=ze 16.2' x 16'0" +38/=42 PSF .design load) .104751-A�Rev02,, jnax',. .door `size -18 2 X_ 16'0-",'- -X38/-42 PSF .(design load) 104736-Rev03, Aax. door size 16'2" x 1,6'0", +46/-52 PSF (design load 104752-Rev03:, ..MdX door size 18'.2" 'x 16',0"; +46/-50 .PSF (desi'gn load] TABLE 4c. Drawin s-for doors with Man facturi Prod ct (MPC) DSIU=117171: `104777 A-Rev02., max. doo=r., si ze IMP x 1 '0"; X38 -42.,PSF ;(design 1 oad) 104778-- ev03, :max;;' door size 1:6'2 x 16'0"; +46/-52 PSF !design load) 104779=Rev03, '.max. .door. size 18'2 x 16'0"• x-46/ 9-50 :PSF (design load) TABLE 5:, D awincgs for doors with Manufacturing `Product Code (MPC) W-1 -U-2- 1.044-39-Rev02, max. door size 9'0" .x 12"0"; +47/-55 PSF :(design load) PAG[ 1 or 4 FILO: CBPC_121212-A.3 ------- l}i( rl EVALUATION RBPORT FOR CLOPAY BUIWINGPRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—WS 1.04998-Rey00; max. door ,size 16'2" x 12'V';; +41/-47 PSF '(design, load) For the doors in Tables'6 :through .9, Static.Pressure Tests were conducted in accordance with 'ASTM-E33`0=2002 and ANSI/DA$MA 108-2005.'The pressures Hit ed.on the drawings are either direct results of these tests or'results-obtained through engineering:rational analysis based .on actual .tests: I have concluded that-the door designs listed.:below in Tables 6 through 9 are '.in compliance with i these test requirements.of the Florida Suilding'Code. 'TABLE 6: DraWfngs f_or_dq s'With Manufacturing Pmduct-Code (MPC) PAN-2F153: 1047 0-B-Rev03, max., .door size 16'2" x 16'.0", +36/-42 'PSF (design ;load) 104761-s-ReV02, Iiiax. door size 18'=2" x, 16'0 +36/-42 PSF (design load) TABLE 7: Dra in s-for n . o ucr Code MPG PAN-?_F 431- 104753-B-R.eV02',' max. door size WTI .'x 16'0";' +38/-42 ;PSF .(design oad) TABLE A, Drawings for doors-with Manufacturing Proditc_Code{MPC) DSIE-1F171: 104724-B-RevO3, max. door.,"size ;16_'2" x IWO"; +38/-42 PSF (design .load) 104751=6=Rev02; max.- door si.ze 18',2 x 1610 +38/-42 .Ps_F (design Toad ABLE'9: Drawi 's for doors with Manufacturing Product Codp JMPQ DSIU-1F1.71: 104777-B-Rev02, max. door size 18',2" x 16'0",; *38 -42 'PSF (design Toad) Test Reports: ATL-08.01.01=-12, (8/15/12), ATL=0813.01=12 (10/9/12), ATL=:1015.01=12. ATL-1.113.01-12R;(2/18/1:3); ATL-1107.01-12' 01/20/12); ,4TL- 1023 01'-12 (11/13/12), ATL-1009.01-12R (11/20/12), ATL-0827.01-12 (10%9/12), ATL 0123.01-14 _(9/3/20.14), ATL 0121,01-15'(2/6/2015). These reports document:complian o. with the,TAS testing standards and are signed and Sealed by David Johnson, FL PE:61915. Product Description for doors with MP.0;PAN-2F153�. These;doors consist of 2'''thick steel pan sections with .min. 25 ga. -(0'.019") ,skins', The steel skin.is at least G40 DDS pier.ASTM..A653. The maximum section .heig'ht is 2.1". These.doors may.'have optional Impact- Resistant Glazing. Optional:Impact-Resistant Glazing is ta one._-piece injection- `molded front.frame and glazing. The-following models are at least structurally equivalent to the tested door:184A, 941 98, 73, 75, 1,500, 1'90, 4RST,AF,.4RSF, 61RS7; :6RSFI:48,4813; 42; 42.8; 55, ;55S,�GDSS, 'GD5SV, GR58, GR5SV, AR5S, AR-5SV, ED5S, -ED5SV. Not',all models may be shown on a given drawing, Product 'Description -for doors with MPC PAN=2F]43�:--. These doors consist of 2" thick steel 'pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM:A653. The maximum section height is:.21"..'These doors may have optional Impact Resistant Glazing: Optional'Im.pact-Resistant Glazing is a-one-piece Injection- 'front Frame and glazing. The following models are at least structurally PAGE 2.or 4 FILE: CBPC_121212-A:3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WG^W6 equivalent;to tho, ested'door: 84A, 94, 98, 4RST,;4F, .48, 48B, Not all models may be;showrron a given drawing. ;Product Description-for doors with MPC DSI&=1F171, These doors consist,of 2" double=skin insulated sections .w.ith an EPS core laminated to. both skins. Both inner and outer skins are rhl'n. 27"ga. (0.;016"") G40r'DDS peASTM A653.,The maxiraium.section.height is".21" These doors may have.optio.naiimpact-Resistant,Glazing (IM): Option'aI Impact-Resistant Glazing (IM) is a one=piece Injection-molded front frame.and 'glazing. The following motlels"are at least structura11 :equivalent'.to the tested door: 4300, 4301, 4310, .HDG HDGL,:HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203 `SP200, `SF200-, SE200. Not all `models may be shown _on'a 'given drawing. Product Description for doors ;With MPC DSIU-1Fi71: These doors consist of'2" double=skin insulated sections. with polyurethane insulation fioamed in place between both skins. Both inner and outer skins are min;. 2.7:ga: ,(0.016")>640 DDS per ASTM;A653..The maximum section height is 211'. These;doors rha.y have optional Impact-Resistant Glazing.- Optional.Impact-Resistant'Glazing is a one-piece`injection-molded front,frame land: lazing.7he following models cre at least structurally equivalent :to the tested door: HDP20, HDPF20, HDPL20., 7200, 7201,'7203.1 8200, 8201j .8203, .9200;:9201,•9203. .Not all :models may be shown-on a given'drawing. Product Description for-doors wltb :MPC.W-1899: These doors consist of 2-13/16".custom wood door sections with hemlock:rails and, stiles a,nd decorative cladding=and overlays. The maximum section height'I 28". These:doors may have optional impact-Resistant Glazing, Optional Impact Resistant Glazing is certified laminated glass as detailed on the individual-drawings: The following models are at least structurally equivalent to the`�tested door. CUM, MR800; CH900, .CRDnnn. Not all 'rnodels.may be shown on a given drawing �� Resistant"Glazinq�IM�; 'The optional 'impact resistant glazing:is an injection-molded polycarbonate front fra ne-and -glazing;,(GE.LEXAN SLX2432T),;that is an approved C1 plastic .inj accordance with testing requlred .by FBC-B 2612, Approval based.on review of the following tests: HETI=06-A002;ASTM-G1.55. HETI-.06-T566 ASTM D'638,(before); HETI-06-T634 ASTM D638 (after);:'ETC--06-1024-17496.0 ASTM D2843, ASTM D635,ASTM D1929. Limitations: The drawing(s).cited;above:are an explicit part of thi"s evaluation report. The:text of this report does not attempt to address all design details and relies the e illustrations and text of.these draw.ings as well. PAGE'S OFA. FILET CBPC:_12,121-2-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,M—W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be .the responsibility of the professional of record for the building or structure and in-accordance.with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant:Florida Administrative Rule, including attachments, are,detalled on the drawing(s) listed .above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed'on;the drawing(s) has reviewed the attachment details and installation requirements. Signature.' ,♦�♦�1� 11-IANj1� ♦ O .•. ... ,♦ G. .-OF:IV • ,O ��. No 63286 Scott .am Iton, P. Florida P. E. No. 63286 0. STATE OF Date: s6ol ` R SC? /0N... �♦♦� ��/j U 1111111�� PACT 4 of 4 FILE: UPC 121212-A.3 i 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET: REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA YODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY• 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' I GD5S, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION. 13EAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' ARSS P.GLPIES 96. 48B 42. 42BI -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS SHORT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM)AND D URETHANE ADHESIVE (ALONG CENTER). "• r.�A CLASSIC` SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZING MAY 8E STANDARD OR EXTRA STILES MAYON BE STANDARD (SHORT PANEL. OR IMPACT RESISTANT GLAZING. ONLY SHORT COMtM4ERCIAI (LONG PANEL). SEE TABLES BELOW. GLAZING IS APPROVED. SEE SECTION S-B ON I SHEET iW0 FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION. INTERMEDIATE SECTION.) `•- a r' / -/ _ / n / / � - � _I -•VIEW "8' (SEE SHEET THREE). I [7/ � / w / = j v =s Q I i I, I �V o�_' VIE1'7 "C" (SEE SHEET.THREE). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED C rn o v TOG-L-LOC SYSTEM (TOP, BOTTOM & C BOTTOM)RAIL HWITHOPATENTEDANO I 7OG-L-LOC SYSTEM TWO POINT LOCKING I 1 INTO TRACK. I ) L---•+-AOPTIONAL OUTSIDE KEYED LOCI( POSITION. (2) LHR TOP BRACKETS USED AS INNER BOTTOM, BRACKET. IA.AX. DOOR WIDTH = 16•-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATION 0120394) USED WITH 3•' TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END DOOR HEIGHT S•_CTIONS Q CH MICE OP ODOR.AP LATCH ON �l STILE. SLIDE BOLT LOCK UP TO 7'0' 4 'CLASSIC'RAISED PAAEL EMBOSS DOORS 'CARRIAGE HCUSE':RAISED ENGAGES INTO p B 7'3' TO 8'9' 5 SHORT PWFL LONG PIC:EL PANCL.EMECSS DOORS END f VERTICAL TRACK. E UU 9'0' TO 10'6' 6 a OF INTERK a DE srD a OF tbw. SHORT PANEL STELE. I OUTBID,. DOOR WITH STILES DOOR WIDTH 'NTERM_STILES INIERY STILES ONE LOCK ON HANDLE. T❑ 12'3'I 7 (PER maim, (PER SECTICN) OPER SECTION) •OT 11.iEP.M. EACH SIDE OF LOCK BAR DOOR WIDTH STILES OUTSIDE ENGAGES IN 72'6' TO 140' 8 9.2•TO 9.10• 0 9'--TO 11-2• 1 2 (PER SECTION) DOOR. KEYED f- END TRACK ON 14'3' TO 15'9' 9 10.0•TD I1•lo• + nv•TO 14•)0• z 3 9.2'TO 10'C' 3 HANDLE. STILE. EACH SIDE 16'0' I 10 2100 TO IO.1C• s 15'0•TD 36'2• O < I mz TO Ira• Nin OF DOOR. I—'TO 15'10• 6 SEE NOTE EELDW REGARDING EXTRA 11'6•TO 14'6.1 5 INSIDE SLIDE BOLT INSIDE HANDLE MAX SECTION HEIGHTt 21' 16'0'TO 16'2' 7 STILES ON LONG PANEL DOORS. Ira•TD 16'2'7 T LOCK OPTION. OUYED LOCK W'TH OUTSIDE KEYED LOCK WITH EXTRA KE EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTIONLOCK TS. BAR LOCKING, ES WRED AS NOTED TIA �,SS%,. .... �/�� ESECc tERCIAL CENTER STILES ARE ATTiACHEDC DFO.4 BET'CENONE (•j�.•'•C•AE N•'•..O EXISTING RESIDENT"CENTER STILES COUNERCAL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ATTACHED N)TH TOG-L-LOC(TOP&ECTTON)OR(4)3/I6-POP RIVETS ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA i OR(4)!8 SHEET UETAL SCREOS, BUILDING CODE OR THE INTERNATIONAL 13UILDING CODE (BASED ON MANUFACTURING PRODUCT CODE *::• NO :63 / * ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED SHORT PANEL: PAN-21`153 BUILDING. 2)DOOR HAS 2' OF 5t1DTH IN BUILDING'S END ZOME, 3) LONG PANEL: PAN-21`156 ANY ROOF SLOPE.AND 4) TESTING IN ACCORDANCE Y1riH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. �-OT •�/A,3/G'� !�� ANSI/DASKA 108. S.Tc-SPECT.=1C CALCU'1dIONS BY A OUALIIED TEST LOADS: +54.0 P:S.F. Lc -63.0 P.S.F. PART NO.: N/A n DESIGN PROFESSIONAL MAY DIFFER, Unless Steted Otner Ise _ 8585 Duke Bouleeerd WINDLCAD RATING A TOLERANCES o.e rj MOscn,OH 55040 USA ��6 D P 3 6 T �i tC O R 1�:'\�� ULTIMATE.1+'7ND 155 160 170 ]80 395 '�PaY Tel.lle.513-770-4ECO �`� SPEED'<MPH) .0 = =.031 8,41dlrg NdLds Coe:Tscy For N*.513-770-4:53 S'0....` .00 = 3 c.015 4q�1NAaL`p� EXPOSURE R. CD BCD BC BC B .000 = d;,p05 DESCRIPTION: 2'STEEL PAN DOORS 16'2'V7 (SEE TABLE FOR MODELS) CATEGORY , C. B-C. R. , .0000 1.001 DRAWN BY: SH DATE: ti/19/1 SCALE: NTS DWG.' DESIGN ENGINEER: MEAN ROOF HEIGHT 25' 35' 25' 15' 30• Degrees= :1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF d SIZE B SCOTT HAMILTON, P.E- vcles:5mted o:nerw�s4 FLORIDA LICENSE No. 63 86 Drr.ENslons Ark Iry txcH£S.DWG. NO.: 104710-A/B VER: IBC 3 4- 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SF.LET: REVISIONS MODELS 2-; GA 25 GA 25 GA 4 GA MODELS :::=25 GA 2 OF 4 IREV. NO.1 ZONE: I�ECN NO.JAPPVO:I DESCRIPTION I SEE REVISION HISTORY ON SHEET ONE. CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 1 0.3 SH HOLMES 48, 483 42. 4231 IDEAL CARRIAGE HOUSE' _7D5S D SHORT LONG :1:1 WS�H HORT PANEL D UPACT-RESISTANT CONSTRUCTION- STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO WZING) OR DOORS WITH OPTIONAL ;MPACT-RESISTAMT GLAZING ARE OPTIONAL DSB OR i/a-ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS iMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONALTE,FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE �','ITH IBC/FSC GLAZING IS GE LEXAN,SLX2432T. AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2605 IBC/FBC 2606 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612, THE ENTIRE DOOR ASSEmBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS 7HE THE ENTIRE DOOR ASSEMBLY INSTALLED IN CO?,','PLIANCE WITH THIS SECTION MEETS THE YAND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUZREMENT FOR WINOBORNE DEBRIS CODE AND iS.LARGE- AND SMALL-MISSiLE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/iBC). SECTION B-8 (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B _(NONI-IMPACT RESISTANT GLAZING OPTION FRONT FRAME WiTfl U.V. COATING ON OUTSIDE: SURFACE- NOTE THAT FRONT FRAME IS NARROWER THAN 'f)EIAIL IMPACT-RESISTANT FRAME. SNAP-iN INSERT. (BET',VE7NPCF.RSElJHEIGA4N-D FACADE). DECORATIVE FRONT FACADE. C NG� MOLDED INSIDE STRUCTURAL SILICONE SEALAN. LITE RETAINER. #8.3/4" PAN HEAD SCREW (SEVNEEM STEEL SKIN AND FRA!,E). (10 SCREWS PER LITEE)_ ONE-PIECE I TION STYRENE RETAINER FASTENED 70 FRPAE AITH V.CLOEO GE LEXAN (10)�'B. 3/4" PAN HEAD MACHINE SCREWS. B SLX2432T FRONT E3 IM PACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DFMMnr4G 104710 DFM%fflf*ACx 104710-B 'IANUF�C71JRING PRODUCT CODE SHORi PANEL-. PAN-2.�153 LONG PANEL! PAN-21`156 unless 51 ed 0 se 8585 O.k�8o�lmrd WINDLOAD RATING at !"cf, Clopay III. Ph 4E040 USA TOLERANCES T:-t� 51 % -770-4853 W6 DP3,6T =.015 DESCRIPTION: 2'STEEL PAN DOORS 16'2"t-1 (SEE TABLE FOR MODELS) .000 t.005 '0000 ±.001 DRAWN SY: SH JDATE: 11/19/1 1 SCALE: NTS DESIGN ENGIN'EER: Degrees :t 1/2' CHECKED BY: SH DATE: 11/20/1 2 ("IF 4 ISE B [ SCOTT HA.MILTON. P.- Unless Stated Clh:se 4 | 3 �� 2 U�A PA�DU8CT 16107 - 'CLASSIC' RAI:ED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 CA 24 CA MODELS 25 GA 3 OF 4 REV. NO.I ZONE: I DATE, j,ECN NO.I APPVD:I DESCRIPTION CLOPAY 84A,94 73, 75 76, 75L 98 CLOPAY"GALLERY' GD5S, GR5S 03 SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 'CARRIAGE HOUSE' HO 42, 42BI SHORT SHORT PANEL 2" THICK H2ORIZ097& (TO.)ik1.3 JAMB TO SUPPORTING STRUCTURE ATTACHMENT '2) 12 GA. GALV. STEEL TOP ROLLER SPACKETS (2-1/2" x EACH 1. ALL THE LOAD,FROM THE DOOR IS TRA.NSFERRrD TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN '14x5/8" SHEET BRACKET ATTACHED %V/(4) 7.4 E 2.6 VERT CAL SYP (GRADE#2 OR BETTER)JAmaz. NO LOAD FROM THE DOOR IS VATH a-,;O GALVANIZING, TPANSFERR-D TO 7H-HORIZONTAL.(TOP) BAKED-ON PRIMER�AND A MEAL SCRENS. A0JUSTABLE SLIDE AJTACHED 2EACH VERTICAL JAMB SEES A MAXLVIUM DESIGN LOAD OF +288 LEI & -336 LB.PER LINEAR F-AKED-014 POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4-x-1/2" BOLTS AND NUT PER BRACKET. FOOT OF IS 3. ALL JA'is FAsrENERS MAY BE(BUT ARE NOT REOUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO E30TH FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4. A 113 STRESS INCREASE FOR%%1NO LOAD WAS NOT USED IN THE CALCULATION OF ALLOVIA13LE LCAOS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. MAX.O.C. SHIP LAP 14 GA. MIN. GALV_ ROLLER HINGE. EACH JOINTS HINGE FASTENED TO END STILES V/1(4) 2.6 VERTICAL IAMB r1;__#14x5/8" SHEET METAL AND (2) 1/4-x3/4- SELF TAPPING SCREWS. SEE ONIE 4' T-STRU*1 PER SECTION. (SEE MEW D-) EACH T-STRUT ATIACHED AT EACH 2x6 JAM9 TO SUPPORTING STRUCTURE ATTACHMEN 0 HINGE LOCATION WITIH (2) 1/4"x3/4" SELF (NOT TO BE USED FCR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. D.057" MIN. GALV. SiEEL, TAPPING SCREWS. )STANCE STEEL BETWEEN WAS ERS BUILD!NG TYPE FASTENER TYPE I'F'A"'SX,TE"NUE"RS'[RTOHut:ED? C VIN.CONCRETE 11/4- E-LISEd 1APCONT CONCREIE ANCHOR 1,0. 2000 PSI 13/8 X 1-3/4-MIN. EMBED%v:wJ-iT ANK� illf, tiLtEVt ANCHOR 116-1/2- iNCLUDEO IN LU FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN FUL,-OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLEO. AT LEAST AS HICH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAVS ATTACHMENT FASTEN-JRS. kU�� 12 GA. MIN. GALV. STEEL BOTTOM. BRACKET MiNNUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2"'. EXCLUDING STUCCO THICKNESS. ATTACHED VATH (2) #14x5/8" SHEET METAL ALUMINUM EXTRUSION & VINYL WEATHERS-jRIP. SHEET METAL SC.REVrS SECTION A-A (SIDE VIEW) EN le �j SHORT PANEL: PAN.-2FI53 00 0, LONG PANEL- PAN-2FI56 SELF PART NO-: N/A .0 TAPPING EST LOADS: ATOLERANCES— * � � � - � � ` 'CLASSIC' RAISED PANEL EMBOSS DCORS 'CARRIAGE HOUSE' RAISED PANEL EMPOSS DOORS siEET, REVISIONS MODELS 24 GA 25 CA 25 GA 24 GA MODELS 2.5 G A 4 OF 4 rEV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A 73, 75 76, 75L 98 CL12PAY GD5S, GR5S 03 SH SEE REVISION HISTORY ON SH ET ONE, HOLNES 48, 48BI42, 42BI !DEAL 'CARRIAGE HOUSE' EM SHORT L G F SH SHORT PANEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). ND-TL, TRACK CONFIGURATION AI1OVL DOOR COUNTERBALANCE SYSTEM JAMB QONFiGURA,1ON DOOR OPENING DOES NOT AFFECT "'T DOORS UP TO 800 LBS. WIND LOAD RATNG OF THIS DOOR. fi�l .j V ALV. STEEL FLAG BRACKET ATTACH CGOR OVERLAP (EACH SI GA C -X 1-5/8-LAG SCR�DSTO STOP MOULDING BY DOOR INSTALER (TO SUIT). WTH (2) 1/4"RIVETS. 16 GA-GALY. STEEL END STILE. AND 70 TRACK 2xa SYP'VINOOD JAMB. SEE 2 TRACK �',QNFIQURATIQ, 7- :.��A.B PREPARATION NOTE'.. 18 GAL CALV. STEEL DOUBLE END STILE. L 88 ta 9-6-106- HINGE FASTENED TO CENTER TRACK THICKNESS:0.083. IQ.-6-118- LAG.SCCREWS NOT TO EXCEED 14- 136" SCREWS RZOU!RED PER—1.43 PUS m 14 - 2-CALV.STEEL TRACK FASTENED TO 38' TYP.2-1/2-X 12 CA GALV, 3'- i2 CA GALIV STEEL-TRACK B�ZKETS 4 Qk CALV, STEEL ROLLER HNGES FASTENED TO END STILES W/4)EACH F14.5/8- S S z STEEL TRACK BRACKETS, 13-6"1 4- WITH EITHER(2) 1/4"DIA, RIVETS OR HEET mETA1 SCREWS AND(2) 1/4-SELF TAPPI11IG SCREWS P_-R ENID HINCE: t24" 5/16-X 1-5/6-LAG SCREW PER 14.- TRACK BRACKET. 2_'DIA. 7-1/2-'LONG STEM. 10 SALL STEEL ROLLER WITH S:.--L OR NYLON TIRE. 3-1 PREPARATIO OF JAMBS 13Y OTHERS ATTACHED WITH (2) 1/4-x 3/4-SELF TAPPING SCR.-`VS. NOTE THAT LhR BRACKETS ARE ALSO USED WITH 7DOUBLE-END STILE'AS SHOWN IN $Z�01,�E _�_T 1. NOTE, TRACK CONFICU "TION ABOVE THEE B-3 SH .3" TRACL< crNFIGURATION DOOR OPENING DOES WNOT AFFECT THE JAMB CQNFIGURATION DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR, DOUSL a TRACK CENTER HANG REQUIRED FOR DOORS 800 L95 AND UVER, _AOROCIA OPTION LOW 'it OORS OVER S'HIGH (AVAIL.FOR BOTH 2'AND 3'-TRACK) I"DOOR G`�ERLAP (EACH SIDE) TALUE ED STEEL TRACK AND ANG'E. TRACK _T 'JAYS PREPARATION NOTE-. STEEL END S71- 2.6 SYP WOOD jAMS. SEE �C BY DOOR INS ER(TO SUII) 0 01-.ANGLE THICKNESS:0080" HCRIZONTA�TRACK Z�STEP DOUdEE STILE. :ENSIONS 3 1/4' 2 SUPPORT BY DOOR — INSTALLER (TO SUIT). III CA, GALV STEEL INTER. T RTICAL11?,RIZGNT TR CK 1,4"-XIVUM SPACING 2-7/8"U.N. 0080"TAPERED HINGE FAST&ED TO CENTER N_T..N. . / - ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4) EACH J14.5/8" NUTS FOR EACH TRACK. SLOT 10 TRACK JUNCTION PUSH N ADDITIONAL MOUNRNG SLOTS FASTENER. 2"CENTERS. 0101'THICK 3"GALV. ST�_E,TRACK FASTENE 14 CA-CALV. STEEL ROLLER HINGES FASTENED TO END 0 TAPERED ANGLE.TRACK ATTACHED To STILES Vil(4) EACH 014-5/8*SHEET METAL SCREWS ON CENTER TAPERED ANGLE WITH ONE 1/4"4/8"SOLT& AND (2) 1/4"SELF TAPPING SCREWS PER END HINGE. NUT Ki EACH MOUNTING SLOT. V, �3-CIA.B-1/2-LONG STEM SALL BEARING STEEL ROLLER- IS �N yo *2 SECTION C- T CODE 153 TRACK BOLT AND NUT AT EACH ...... ... PREPARATION OF JANISS BY OTHERS GLINTING SLOT LOCATION. 156 � o iRACK BRACKETS FASTENED TO STILE'W/(4) EACH;144/8" PART TRACK TENGTH 4ri 22' HEIGHTITRACK LENGTH Unless Stated Otre—se A 7- 72 TOLERANCES 1110pa 'a'-ON � 12 0 132 96 96- ONE 5/1 E-x 1-5/8-LAG SCREW SPACED AT THE-SAME .03 ±.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"w (SEE TABLE FOR MODELS) 46". ETC'). ADDITIONAL LAG SCREWS LOCATED AT 16".28'. *.COI DRAWN BY: SH �A�,E- i]/?9/IA SCALE: NTS 1 156 ALSO LOCATED ABOVE Degf— dt 7/2* ISiZE J-)I DESIGN ENGINEER: R. 40'FROM OETOM. TWO LAG SCRE 6-0 180 CHECKED BY: SH JD.ATE: SHEET 4 OF 4 SCOTT HAMIL�,N. P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. EJ�ess Slated Oth—ise 104710-A/D FLORIDA UC�NSE No. 6328C IDI%IENSIONS AaE i�mc�Es.DING. NO.: 4 ' 3 ' 2 uLORuDA o-cnOeyUCu APF NOvAL 161.07 � � � � �� . ' ^ Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect f-'!j5_107 R1(1 20170809-FBC.-DASMA 108 e Lulv-PSR Ft-16107 RIO Equiv 20170509-_FSC-DAS�,MAj15_e_q!JJ Sections from the Code Product Approval-Method Method I Option D Date Submitted 08/10/2017 Date validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10110/2017 Summary of Products Go to Page Page 1/30 0) FL# Model,Number or Name Description 16107.1 01 W6-16,DS.IE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga,min.;Interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga,min.)Double-Car.(97'to 167'wide) 66G,67,67G,68,SP200,SF200, WINDCODEO W6 Garage Door SE200,620016201,6263 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL161,07 RIO 11 104724-A-AP03-signed.ndf Approved for use outside HVHZ:Yes Verified By; Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party-No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V-ult): 170 MPH.Solid doors or FJ_161071110 AE g6PC 121212 A.Udf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310 HDG,HDGL,HDGF,66, skin 27 ga,min.)Double-Car(9'2"to 167'wide) 66G,67,6�6,68,SP200,SF200, WINDCODE@ W6 Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16 07 R30 If 104724-r3-Rey03-5Jqned.p f Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by independent Third Party;No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load LL16107 1110 AE CBPC 121212-A.. cif requirements of the building code but 00 NOT meet the Created by Independent Third Party:No Impact resistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN-2FI53: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 94,42,48,42B,48B,4RST,6PST, WINDCODE@ W6 Garage Door with Optional Impact- I GDSS,GRSS,ARSS,EDSS Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16107 I R10 11 104710-A-Rev03-sioned.odf Approved for use outside HVHZ,Yes Verified-By: Scott Hamilton FL PE 63286 Impact Resistaft Yes - - Created by Independent Third Party: No Design Pressure,+36 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V-ult): 170 MPH. Solid doors or Fr-16107 RIO .6E CB_PQj2j2_1_2A_j_)d_f doors with optional impact-resistant glazing are impact- Created by Independent Third.Party: No resistant(large missile Impact). I I 16107.4 04 W6-16 PAN-21`153:73,75,84A, Steel Pan(min.25 ga.)Double-Car(97'to 16'2"wide) 94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door GD5S,GRSS,AR5S,F=DSS Limits of Use Installation Instructions Approved for use in HVHZ;No Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL P2 63286 Impact Resistant,.No Created by Independent Third Party! No Design Pressure-+36 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load ELIJC?_17_RlQ AEj_f__BP ZIA�nrIf requirements of the building code but 00 NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 FOS W6-16 PAN-21`143: 84A,94,98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide) 48,488,4F,4RST WINDCODEO W6 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZI.Yes ELL�i�07moIl Approved for use outside HVHZ,.Yes Verified By; Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure. +38 PSF/-42 PSF Evaluation Reports Other-Max.Wind Speed(V ult): 170 MPH,Solid doors or FL16107 R10 AE CBPC 521212-A_fxA1` doors with optional.impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). 16107.6 06 W6 16 PAN-21`143: 84A,94,98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide) 4F,4RST WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use,in HVHZ:No FLIG107 R10 11 104753-B-ReD2igacLed.odf Approved for use.outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant.No Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other=Doors with standard glazing meet the wind load R1 AF_C5aCJ?3?A?_Axdf requlreZts of the building code but DO NOT meet the Created by Independent Third Party; No Impact resistant requirement for wiribborne debris regions. I 16107.7 07 W6-18 DSIE-1F171:4300, Double-skin insulated EPS(exterior skin 27 ga.min,;Interior 4301,4310,HOG,HDGL,HDGF,66, skin 27 ga.min.)164"To 187'wide WINDCODE@ W6 66G,67,67G,68,SP200,SF200, Garage Door with Optional Impact-Resistant Utes SE200,6200,6201,5203 Limits of Use Installation Instructions Approved for use in HVHZ.Yes FLIG107 RIQ 11 104751-A-Rev02-sinnrd.lgdf Approved foruse outside HVHZ.Yes Verified By:Stott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.I Wind Speed(V_uIQ: 170 MPH.Solid doors or FI-16107 RIO AE CBPC 121212-AUilf doors with optional Impact-resistant glazing are Impact- Created by Independent Third Party: No resistant t(large missile impact). 16107.8 08 W6-18 DSIE-IF171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE@ W6 66G,67,67G,68,SP200,SF200, Garage Door SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIG107 R10 It 104751.6-R Approved for use outside HVHZ,Yes Verified By:Scott Hamilton FL PE 63286 -Impact Resistant.No Created by independent Third Party.,No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other.Doors with standard glazing meet the wind load FL16107 IZ10 AE CBPC 121212-A..12d requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU-iF171: 9200, Double-skin Insulated PUR(exterior skin 27 ga. min.;interior 9201,9203,HDP20,HDPF20, skin 27 ga,min.)16W to 18'2"wide WINDCODE@ W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,8203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16107 Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PS 63286 Impact Resistant;Yes Created by Independent Third Party;No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V-ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 16107.10 10 W6-18 DSIU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27 ga.min,;interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'41'to 18'2"wide WINDCODEO W6 HDPL20,7200,7201,7203,8200, Garage Door 8201,8203 Limits of Use Installation instructions Approved for use In HVHZ:No EL16107 R10 11 1 4772--Q R A2,-sinned 1)R Approved for use outside HVHZ;Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure,-1-38 PSF/-42 PSF Evaluation Reports Other.Doors with standard glazing meet the wind load FL16107 P.10 AFF CBPC 21212-A�jjdf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 1607.11 11 W6-18 PAN-21`153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide) 94, 42,48,425,48B,4RST,6RST, WINDCODEO W6 Garage Door with Optional Impact- I GD55,GR5S,AR55,ED55 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-16107_&LQ_Ll_l 04761-A-PevQ4-,ianfd_net Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 impact Resistanti Yes Created by Independent Third Party: No 16107,18 18 W8-18 DSIU-11`171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.;Interior 9201,9203,HDP20,HDPF20, skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO WS HDPL20,7200,7201,7203,8200, Garage Door with Optional Impact-Resistant Lites 8201,8203 Limits of Use Installation Instructions Approved for Use in HVHZ:Yes Fl_16i.07 RIO Ii 104779-RevQ2-signed,pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant;Yes Created by Independent Third Party: No Design Pressure:+46 PSF/-50 PSF Evaluation Reports Other:Max.Wind Speed(V-ult)! 110 MPH.Solid doors or ELL61.0_7Rj_0_AECQPC_t212 12-A.rid doors with optional Impact-resistant glazing are Impact- Created by Independent Third Party;No resistant(large missile impact). 16107.19 19 W15-16 DSIE-1F471:GD2S.P, Double-skin Insulated EPS(exterior skin 27 ga.min.; Interior GR2SP'GD2LP,GR2LP,AR2SP, skin 27 7 7'ga.min.)Double-Car(9 'to 16wide) AR2LP'ED2SP,ED21-15,4302, WINDCODE(&W6 Garage Door with Optional Impact- HDGC, 6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ.Yes EL 1-6 Approved for use outside HVHZ-Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party.No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other:Max,Wind Speed(V_ult): 170 MPH.Solid doors or 17LIG107 RIO AF f`APC 130214-A doors with optional Impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.20 20 W6-16 DSIE-1F471: GD2SP, Double-skin InSulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) AR2LP,ED2SP, ED2LP,4302, WINDCODEO W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FLib107 R1D 11 ID47 -B-RevD3 Approved for use outside HVHZ.Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FI-16101 RIO AF CBPC 130214-A.nd requirements of the building code but DO NOT meet the Created by Independent Third Party:No Impact resistant requirement for Wlndborne debris regions. I I Go to Page Page 1/3 Back tlext Contact Us:--2601 Blair Stone Road.T.110.sse.Fl,32399 phone.850-487.1824 Tice state of Florida is an AA/EEO employer.CopyriQhtr2QQ7.2013 State of Florida.::privacy Statement::Accessibility Statement Refund Statement .Under Florida law,email addresses are public records.It 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 offica,by phone or by traditional mal.If you have any questions,ptease 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 emacs 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 witit an email address Which Can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please click here. 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