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HomeMy WebLinkAboutProduct Approval 'CLASSIC' RAISED PANEL EMBOSS BOERS CARRIAGE HCLSE RAISCD PANEL EMBOSS DOORS SHfETi RFVI'SIONS MODELS (24 CA 2S GA 2S G. 24 GA MODELS. € 25GA 1 OF `I- REv hJ. zGN DA7�' EGN N(y APf`�D DESCRIPTION • ____._ CLOPAY $4A, 94 73, 75 76', 75L 5R CI._73`AY .GALLERY' .GD$S; CRSS OJ- G/24/13 5H.�AD1 E0 LONG PFNEI'.v?TION 1DEA7 4PS {RST RST 4i" H[7.t S fP,TISTP;Y' AR.5S - P„jl-M 5 ._ 4$ 4$B 42, 42B -- -- :DE-A; CARRIAAGE HOUSE' ER TS CNE. 7ANDARp)HiFkxdCDUTr SI2LE e TWEE^ EACH EAda'3JSS ....._.._._,......... LOvA.'R:ON,ttT�TtiHEJ 4!.Tn,C._L-C'wC-(TOP,& GiM}AND P}} SHOf2T L.:1Nti F!_USH SHUR.r PANEL UR.''Tf4ANE ArWswE (ALONG CENrc:R)_ t-y ll "CLASSIC' SHORT: PANEL DESIGN SHOWS. GALLERY St(ORT PANEL AND "CLASS€C” V ! r•-a'-A t„ONG PANEL ALSO.APPROVED, SEE TABLES BELOK' FOR DETAI4S. (SHORT_.. ?TONLL G1"%# MAY EE STNLY. H OR EXTRA STILES.MAY BE STANDARD . PANEL).. O. ....._.._.... I ................... I .............. - .... .....----".- ItdPn{,T RESISTpTJT GLAZING. Ct3LY"S:z•ORT COtitNCRCIAI. (t.ON '?ANEL} SEE YAK S FLOW. I •-,GLAZING IS A?PRDVTG. 5€L SECTION $-B ON 7�! "m'"`"' �.I�" �.•I� _ SHI;rT TWO,FOR DETAILS, (CIAr.iNG �ITt'WN TSI GLAZING SHOW:€ IN :OP SECVO,d. -- ? _ .": ....__-._.— .�_..._.. -- --,.. .._....... INTERMEDIATE SE T€Otg f - •.� il 'VIIN0 (5EFSHEET THREE), f I ._ �..iI....�HV. VIEW 7C- (SEE SHEET THREE). 3G GA E14J STILES ;TA,t1£;. _ - ..�..._ id - DOOR SKINS WITH PATENTED �. TOG-t-LOO SYSTEM (TOP SOT!, & _..— _ _-. •, ..,.- _.. ^' L 'CENTER). ATTACHED TO TGP Ad a ,- BOTTOM RAIL WITH PATENTED Gr' L LOC YSTEM1j, _ - _. •_ �' I `.:RJO POINT LOCKING � '-- '-- - I lane TRACK. I ( F - I i R-•---�A OPTIONALOUTSIDE KEYED LOCK PGSf170N, (2} LHR TOOT BRACYK USED A5 INNER BOTTOhb 1'RA KETET: -- MA.0 POOR WIDTH - 1 G'-,Z ----- (t) .3-!N ROLLER CARRIER (P/N 1 S!D!'. _LF_VATI03vS. P1120544) USED WllfI 3- TRACK. SiJAf?LAIck LNGAGEF LOG'ATION OP Or IIONAt.VENTS. TOTAL V_1NT OPEN IN;S: W IN' PER VEHICLE. Or.TO VERTICAL TRACK. STILE. DJD$NEIGH: ONE SNAP LATCH ON STILE' 5 Cl'OF ; EACH SIDE OF DOOR. .-----..__..___,._...,M....,....-__..—_ _ SLICE 301r LOCK i UP 70 4 •cLAsste•R.usE f L EtE>S .,OOPS. •EARRIAG 1+arsL RMSEu FNCAGES (N70 pp 1-1 :l`3' Tvt 8 9' 5 $NGw^T-FANEs —��� 1,= nr:cL n PANE EmilS DEERS � £ND- T y"T.tzTlCAL TRACT': GST IOr,.: f L7 p fff'INTERta; ACF SAD CE LOtS4:. ._....Sif 7 PhrrL � STILE: - di< BAR 1 9.� TD I.D 6 6 m. - :MTERN.STILES tNTERM ST7:ES p DE SNiERfLi f}N, LOOK 43N ko— }tAND1.E.. 9 LUJt v1Bik s-ucs �nF�,R`•rD-ih EACH SIDE OD ]c 37 tPER SECTIG, .PF. S CSlA) cmR S,.CTIUW L'7t viDTN SY7LLSOUTa.f)E1ES._.._....._.... ""' - Pel DOO}2. EDTO 1's•U' 8 �'�'77 2•tw;' i 9'2_TO 17_ ... t. r i ! KEY'D—^'' y� STiL£. rf?f.CK ON �._9 ia'n=rri n h -'-n--II.9•is fe',fw z-"" '�`w:f-`W 9r 1G iw�• HANDLE. i' EACH SIDE 72'Q'iC L?tia' 5 15'0'1G l6?• 7 n .I4 c•r�71•Y.t H/a - - - G O` 10 74'6' TC JG7' 6 SEE ILCS BELL"-' FAVI Ei:7(> k-i RA 7126'TA We: N�Dt: SLIDE $OL, INSIDE HANDLE NqX SECTION HEiGrtT: 21' 7r•o_TO I�7' 'sNlcs aN 7.Gn„P4!vl ueGas.' is'Mip f,a• E�TrI't'r � rvur r s.; KOTIO OUTSIDE IKEYECD SILOCK WOio - ' -' - : `♦♦♦♦♦�J�;+1��t,�T G[•h.+.`.S 4Tp2/�i��i-_—s.._.'T:�a4'iF CGWtIyR(7f3;..FFIiSRc-SwIN-_yi'rhi A.t Na L f[RiF4-BEPyf h 1n— _ - _ " —_ —I_,Say£ LAT'-I LD ? -,L EXTRA 5ri(fS FOR 0K-PANEL MODELS, si: REWIRED as nares xi HAA?!1`1.oi asr 0 D- RT.E SPERG� x$ 4 RES 0fx17n CRER 57af5.aruuERCi"WR ScuES TFIj DOOR.!fFS t s(ir"I{a J»:7aL LOC(iOP-&G4Fo)OR 3/6PN'NriEtS ULr7f riNU EU 9LLOlI rCORIJIN TO THE FLORIDAELOR�U>ti - s-- - �_II¢¢__``.. OR(f)de-:Sh[ET uEuL SCRCrr: IJAUHO'CODE OR THE i+ITCRNhiIONAL BUWNG CLOL($ASCO OtT �1PNUt ACTURTTI' PR[Ill:C'i Ct1UI: 21 k-,Cf.7-I0). OR THE FOLLOINING CONDITIONS: 1)FHCLC$ED SHORT PANEL: PAN4.riS3 t, - -- - -- 2L7LVIt r Z) DOOR.NAS-2'OF.WIDTH INLONG PAhf,l,^FAN-21`15_- - + I ANY ROGF I OF'C:A14D 4) S fNG 7N AC.O DANCE WITM DES!CN LOADS +SG LI f) F Rt 4 O P•I.1`. •p: lll��� (2f �.� ?NS°/OA5tlA VOR. StTf-5?ECIFIC CpLr'l.:.A310NS L+Y F Ot1AL;TtCD d T S I UP.QS,,,, J4 0 P$C & •6 t O P r, PAR i ASQ" N/A to r� 9: STATE P �r` D6S GaI r I EsstaNAL MAY DIEEEP..- __ ._.-_ ___._ u c sfci<n aR-a.r__ T=�llopay $�UOk eoi n 5, ti INDLDAD f2a f a{ u O T �'• i TOLERANCES�n ���rk�t 4sa4D us, � J �'�'• P C� ULTIMATE WIND T6I h1 13 TU iSt?C, `d'/ 6 ��I��.�lJ tt'��LISiS�ONA{: �1�♦♦♦♦♦ LXS'J5UfE {7 D'CS it 2.7Cj L+ 6TG .kPC .• IBS.._•. .G.7G - J-605*. [)ES; RIPTI to" 2y Tac h5 ,*4 D • '"'".""."spa D c)L x�f2(E.tIG t S EEL PAu�t DGC1R5 1622"W (S£L Tt.}3t, rOn fAOD I,,S)' I_......___..........-!/[I!}!?t_.._._ CATEGURY Cob d 1,,o4 DRAWN BYz SH -DATE: T1/1V;yr^ OLE. NIS DWG dESIGN EIIGfNI ER E _ ! -CKED SH DESJrjSCOTT HAMILTON, P.E. tiEAt:RD1Y 7;iIGHr 29' 15' 25• 3S 3G" vne s WteC bye e ICf_ BY, OAT[: 11 20/1, aHt ET 1 Cc < fLORiP,A LICENSE Nn. 632AF, ....._......._...........,.-.....- D,LN 107Iu iRc e7 u.GT'EB:DWG. NO:; 104,10-hjD VST.: iCC _...__....• 2F L o nnR 0@0A: P n 00DUC T GSI PR(0)WAL it Sol 5itQ r. 3 + 2 CLASSIC' MISED PANEL EMBOSS TiC7IIRS `CF.RR;AGF. NDUS,:' RAISE 1) PANEL LaiH(JSS SLf3RS L F.1iSl.xN's _717 LS 24 GA 25 GA 25 GA ?4 GA MODELS 25 Gra ( 2 OF RrV NO ZON Dh.TE: ECN NO; APF`JD: DESCRIPTIOM QPAI' 84fi, 94.. 73, 75 7G, 751- 45 CL(IPAY GALLERY' G115S, GR5S C3 - i - '• SH SEE F<EV'SlOI�.FITS DRY GN >H F ONE, p{ IDEAL 4kS 'RST 2RSTi-11-MES AKT$TRY' ARCS 1 if.,]LMCS:....._ 4$ 48S 9c. 9ZB =- - 1 IDEAL. ChRR1AQE FlGt3SE.' _k".xS 1....,. _ ._ ......................... ..... —i SHUR.j- LON5 _L£SP t.._Si D T <;NE.L 1-k ................ ..__.. L/ U P4PAC 4 IST NT CONSTR)CJIL)W aT�RU A�NL Y_,',.0N,,$TR1JQTIQPy sous, DOOR... (NO G A71NG) OR DOORS WITH OPTIONAL IMPACT F{E ISTANT GLAZ9,10 ARE O{IICNAf DS8 OR I/? ?rVIRUC UTE"AVAILABLE. OPTIONAL ACRYLIC r1421NO IS RA3'ACT PE SEAN 0€'9i"Tr'l ,ONAL INd f: MOLDED POLYCARSONAt F'f.UNI IFR ME M 4 PtASKCLlTE OInx OR I,UCITE CF I.f,*,RmEb CCI PLASIK. IN ACCOR;t,1iU WITH IM/ftiG. (� GLAZING IS CE LFYn4 SL.X2� 77, AIv A,PFRG'EO Ci'.? FI,.ASTIO IN l,.�OF:DANC£ i4YTN� 250E: 1 IBC/FBC.2506 AND ALN-APPROVED.,Ct,PLASTIC IN AC60RDAf`CE.WITH 'EC 2612. THE EW-IRE 000RjASSEMBLY Ih�ftLLED 1N,COMPLIANCE WITH THIS SECTION MEATS THE I THE ENTRE DOOR ASSEM LY INVIALLED INCOMPLIANCE INIW THLS SECTION.I.IttS THE \LNC LOAD REOUtREM2:YTs OF-TtiL FLORIDA BVILDING-CODE OR INTERNATIONAL SVIWINO I N'!,3O TOAD•REOULREF.iEN OF TFiE.FLORIGA FsiJILCIN.>CODE AND 1.3TERNhTIONAL flUli.fllN; CODE BUTDOF.:S_NCT.MEET THE-IMPACT RESISTANT REQUIREMENT .-qr,WNDBORNEDEBRIS � CO-.)F.vdD 1S LARGE- AND.SSAEL-`MISS!LE IMPACT RF..SISTAN, RECIONS-(REF. CHARTER 15 POC/!OC). ! S_{ i^IJ ?- �3 Ilf�"t;':+�T ECE.SI` lft_(.mt7tAZli9t UFTI�t SEC E-3 NuNIAAPACT RESISTANT 7,.Af`tfG rJFTlo�_dj ( r rerA L'D' l n F40NT FTUiAE WITH V.V. COATING ON 0U151DE 5UR"sACE, NOT IF4T FRONT FRAME is NARROWFR THAN Er£,(�„'I,"�1 ,..---"--.,•� IFI ACT RE`sKTANT,-F IA I y OPMNAL DECORATIVE' <tUt TtF'U`Pn5E HM11i BOND TAPE: _J� ! S,'YtiP an 1N5ER .....-(4F~'.TEEN.FRAME AND FACADE), - �. V^`^ � S �� .� ( M.OLGED INSIDE ., u ........ —S'fR:}C7,1RAL-SILICGMr SEALANT `,RE R TAINCR: [[[ tJ8tc.3/•M1" PAN MWA SCREW (SETV EF S.EL SUN AND fRF,61E). ! (10 SCREWS PER.LITE), IMPACT F?E53;Tuai J/ " ONE-PIECE.mJECTION POLYSTYRENE RCFAI!3 R FASTENED TQ FRAd{E Yj1FN I . i ,MOLDED.C !EXAN (S'v)RIB-3/3"PASI HEAD MAZIiINE SCREW$. j W 21 £�Sit7NT . ' FFZ,WF&GLAZING: 4{ _._....._......_.................. i...ELLE.._ i !PAPACT-RESISTANIT ASSEMBLY f)f'NUI ,TAN CAPD ASSEMBLY DETAILS DRAWING 104710-A DRAIMNG 104710-B ---`= `00-1 X41 y 1 s I+*•.+ h1hNtA(N 2 SHORT PANEL PAN"?i F7[5I3 • - 4pN(' ),,, �lit' � i> Ian LUACu 3s f.P 5 F 4 M12 0 5 F" PART t''U• h/n f t L A TrST LC_v,18. i.x4 O.PS.r. Pt -65.0 F Z STATE OF A un ess Slot�n DSnc Csa M5 Duke aculezore VINOL DAD RAT MG 0�.,c p 2�4 FflLERA:CCS a.c MCI M w` rN 3D40 USA i- c€ N 5i3_,710-480 'y ( ! L� T Wuiiq°iM,.N r P - #e t+ {3-7?tI dB T VV %­ I a`*61 10NA'�O' co DoIDESCRIPTYION S . �STEEL P/N DOORS 16YW (SEP. TAIDLz F R MOD US) _..... oOJo C ? D14 Aq-11! t nA E: SCALE; C ; DESIGN ENGINEER: V2'. IC}ECKED BY- SH DATE- 11/20/1 SiICLT SCOTT NAiI!LiON,.P.E. unes,'Slatec Ot+erase FLORIDA LICENSE Na. 326E OIMEN51[lniS'1.7L iN tMes!es:6156; NO.: 104710-AIS Vr Pt: l8C" x j CLASSIC' RAISED PANEL EMBbss DCIGEES `CARRIAGE HDUSL"' RAISED kW'FL EMBDSS DGD -RS I S ET€ _ _ E2EV151GniS 3' OF 4 ,110 J" . _. p DELS 24 G.9 "R5 GA 25 GA 24 GA MODELS 25 GA I REV P0. ZON FAIL t EcN NO. A.++FY'D. L;ESCRI TIGt4 CLOPAY 816, 9.4 73; 75 76, 7SL 48 CLOPAY 'GALLERY' GD.5s, 5R5S 03 -�! I .5l1 SEE PEYISIOV HISTORY ON St-EEf ONE. IDEAL. 4RST 6RST 2RSi 4r HD MES `ARTISTRY' ARSB - HiM.IFS ...:_ 118 46B 42 428. I IDEAL 'CARRU4GP HOUSE' £DSS _ _. _._ ... .._..,.... ... StipF i G Ft s T3 S 1aRT 'ANE 'f 2'THICK € itoftrzDlrr:_(TGP).an:1D !APA. _iQ t1P('Q_P_TI � Si.hll(TU ?F �TT-/LMOENT I (2} f2 GA tt V: STEEL TSF RDtCF:R (No LOAD FROM DOOR) BDT£S: 25 GA (0.(119 MIN. THICK)._- -T QRACME�S (? t/7,"° x 5-3,/$"). EAC" ' I 1. ALL 1}E LOAD FROM 711E DOOR IS TR ANSFERRCJ TO THc T'aACK AND'THEN FROt.THE'TRACK'10 DCS-Si'cEl.E><tERiOR SKIN - -sKE 2'5 vEP.T€CAL EYP(GRADE#2 T.R.BF_t FPI AN-0 NO LOAD FROM PHF'OO!)R)S Y1ti`ri G-�0 GALVt Ni7!NG; +'-1.,�-'� BRA.C'aET ATTACHED 1Jf(4).�'1�4xOfa SHEET ♦. TRANSFERRED ED TQ TN ttOT.ZWlAL(Ts7P)dAdD BIKED-CM PRdt R F.tJ;?S' ( J' ME-I-AL,SRL JS A:'k} STD.BLE SUOc A7 ACi1E`J 2- EAdii Yr_RTiv-L JAMB SEES A!#J7M?UM VESt N LaNOt OF a?.R8 H3<= -3Za IK. ER LINEARBAKED ON YESTER Ff.INTEf? i TQ TGh 3R+`CK='lFf;fl (2) 7f4 zi./2" BOLLS FOOT GF AMI POL AND SVLTTS PER ''RACKET, S ALL JAMB FASTETERS Ably 8E(RUT ARE NO REQUIRED TO SE)COUNTERSUNK YO P..UVIDE k TOP COATS N=P4ED TO BOM FASTENER FLUSH MOUNTINGSil2FACE SIDES 41` STEEL.SttN. TYPE 4 A.f/S STRESS,tNCREASE FOR Y'I.+:D LOAD WAS.NOT.uSEL N-t£CALCUuMON Of ALLOV?A8L£ f €:ORDS.FOR ANCHORS AND FASTFNERS-FOR STEEL,CONCRETE AND.NASONRY. 1 i t MAX.D.C.s I [[ Ss€f* LAP• 14 OA1404ALVROLLER HINGE, EACII . ` ,p:s."_ _-•--___,({in €`ASiENCU 70 ND STILES W/{T' 2;6 vEtiTrCP.L ShMD \Q J #14x5/$ SHEET' MMA-1 A14D (2) /4"x3/4"' SELF TAPPING SICREWS. SEE 4"— YtkW "B I.. •_ 4-1/ ` -- 1 ONE 4'T--STRUT PER SEG<10N (SCO VIEW -# - 7pcW "C I 0) EAGT- T STRUT ATTACHED AT EAG); F 2x6 .inti_._0 SLIPP GRT'NG STRUCrJR: ATTACHMENT 'T TAPER STRUT, /^!t^. E LC�A70N v'iTtt (7) j4"x3/'4°,SELF (NOT TO BE USED FOR ATT"r WENT OF TRk-K-ANGLE TO 2.6 VERNCAL WARS OR 5TIPPORTING S7RuCT0R,,)14A. 4 ALL Ra,,C TAPPING SCREW$. ! ' 57 N- CENTERI $n KSL MIN. i 0 STANCE STEEL + STEEL,V. U 1N CN WASE Iz'i2S SULDuG TYPE FASTENER TYPE . W«......__..._..._..__......,.........,..- _. FASTENERS"P6U3NED? i 81 Cs;K WALL 1/4' x i r4`t✓Y G FI '%_l;N .R ANCnOa 7-1/2" 1"0.0. T3CD0 F ,MIH.CONCRETE 4'x +".Is FI E'fP..O.TIJ ON ONCRFtE'r.'C}i:.R 0-0, s ` CQ4a,R=F BED YPEJ.IT AkSR TITS SLE AP-CRO igGOD fiSP Aa¢J:C'1NCPF 3/P'!% -� M,. -L1 !`1`3'IT A'VKR TITF 41 ntF ANCHOR.,H4>s• ,„«« '+A� 14n U.- 3- 3 S TAr R-W r itA107 CRAnr A) I Q14S ' FIRST(elOiTOM)ANCHOR STARJN4 Af NU MORE'krN)xJLt. OF THE NAx1.UM ON CLYIER Diy, I E HIGHEST. ACHIOR INSTALLED Al LEAST AS HIGH AS IIAE DO R OPENINC - C UtAY L4'"S NO( SUPPLY JAlAS AITACF:IF O FASNENSRS. ` I C.A. MIN. \:AI V. ``.TL f. BUT;DM14 BN.ACKET L€C%WVFA DISTANCE,&E TWEEN CENTEf20FA.vCHCR PND.EDGE Of CONCRETC BLOCK:.1-1/2.,EXCUO".G STOCFn tHICicNF55. ATTHCf1ED YJCTH (2) firx5/8SHEET METALM, SCREWS. ALUMINUM EKTWSRDN 3t VINYL NvEATHERSTRIP. `1117'i'iti[1rtj,r� — ....., P14x5/8` Sr.'ET METAL SCF_EYS CTiON A A (_IQE ''JEW\ ' - - �� 5G�tiGl N$� �Lriri Or oS�-- - -• r - MAMU<ACIURIDY PkUUUCT CrUE Y • 6. ,`� - - - SHORT' PANt"4. PAN-21`15 -- - *. o - oo �' iEu( (SYS °!N ^1`15 t ) /4'"x3%4- SELF �_f D oi'N LOADS r36O R .F: u �7O f S.F A jf r-r9 pi��..�fFr-1•+:p:i.sT/OON.ATt:.14S0.Lf�'iP?1,�G�\�C,�l'y(v��' TAPPNf,: SCREWS, TTL�v ri H GD-PS_.F....,_- P\� Ar 1.J. N/A A - ... Ss K�kbul v1NDDAa k Ai.i_NG 14 G 1$ ia. INTEPAIENATE HINGE a5,340USA VIEW "W' VIEW C'OPaJ 3Aa.Hta-; " ♦ 0 4.0.51 u r "i3770 h655 00'_ t U'S DESGi{IF tS74. 2':ZTEE'L PANI)QCq i('2'%v(SEE Te,.ULE 1-0'R MODELS) ,1C1(v: EP!l,I�IFG�i• OUDU - fon, DRAWN R $H Pt qIL: 11f1�/—'[SCALE: NTS DWG. 0°U VZ f tECRED BY: SH DATE: i 2O,12ST€LFT 3 7E A SIZE �� SCOT e tIAMI TON P E un cee SWd ala E_ORICIA L.qf n�`:_nn_b3286 0-m EN UN5 A61t IH ^ic�+ES.:OI+rC: NO.: 0?7i0--A/G V R IB p�f 2 FL OR ODD A PRODUCT T AFPHGVnL `�6546 r 4 1 CLASSIC' RAISED PANEL EMBOSS DODRS 'CARRIAGL HOUSE' ,'^24I9ED PAN CL EMBa$$ DOORS SFCETi R£viS10aL5 I MnDFI,S 24'Gil 25 CA 25 GA 2a GA h10DGLs 25 GA 4, OF 4" REV; N0, "LONE'; GATE: ECN NO, 1�'rVL:' OF5CfZrPS"IOP; CLOPfAY .E94A, 99 73,75 76, 75L 98 CLOP•Y GALLERY'.' GD5S, Ism 03 - - Sti SEE'REVSSON H4TIORY ON SHEET 0NE. IDEAL ST SRST ?..S,T AF HOLMES 'ARTiSTIY' ARSS t flOC'^ES. '4E3: 42D =ic: �ea3 -- IDEAL: CARR.IA5E H9-USE' ED5's SHORT LONG 1 N-Oshq SiiORT I Af`F;L, a j HOR120NTAL TRACKSUPPORT OY sir T DDDR INSIALLER(0 SUM NM TRAC✓.CON fOLIRATiON ADO4'C I)IC A GOR COUNIE'RHALANCE SYSTEM J[vm CF)N!'I(uT?AiIG DOOR O?EN NO DO NO AFFECT THE: DOOR A,4 �I._UP TO fll'.(7 lits: i'rTN^t1 L(x1D RnT€NO 0f l i5 DOOR. tlIGHT "L" s 13 GA GAL/, STEEL FLAG GRACKET ATTACHED TO- I"DOOR OVERLAP(FA tl SIJ%}.. iwo WITH (3)5/16-,x 1-5/8"t4 SCREWS 7 63 70. J 'J:�MOULDINOTfn DOOR 1N°�Tn_LEf;lT()$U171, I AND 0'TRACK WETH(?)i,/c RI r.75. - - " ,5 SYP WOOD JAUD. SE It ZA.S.(( 0(;Nfi�,URATION = s'-o" .381" J1,dI3 PJcF}•dF.tAIICN hOiF- � !'lg n M _ I k ... s vARd EL END ITU ,. to I.V.STEEL DOUDLC END STILE G INE CAL. .S Fl N'FR TIP.. I10UTiS LP f0 HOD IRS, i ..-:AS RGA: SPACING NTE 14.O.C.. i ).OQ, IS GA ALV STEFJ INTER:. re 6 106" 2-1/2'X 12 GA FidtLY STEEL l tiiNC tq-r ED TO CENTER 1RACK BRACKETS FAST NEO i0 J 10 "1 '- '-- STfEE J J(4)EACH 14x5{5 g4' GAM STEEL TRACK. tv000 JAS(HS ri?fH 5 a x 1-5;8" gxEEi METAL SCREWS. Y f_11?ACK THICKNESS-gRBS". S.)-Lg- LAG SCREW'` NOT TO EX [ED'14'• t II I v I L Z„12'" OV CENTER. MIN OF (9)LAG / !-7/16 1.0. ROUND 13n' SCREW S REOVTRED PER'JA41D: / ( FASTENER. LU qW L .RACK FAsTeNzD TOJ ( TYP. 2-1/2"x 12 CA"OALV; 1 0 E 4R 2 Or`:•CV.Y STEE:TR CK BRACKETS L 14.GA, IAL+ STEEL,Rrli'EP!INF,^,FAS:TI NLD 10 LIG I ILES.Wj(:1)EACH,aTaxSJ6"; C, EEL TRACK BRACKETS, fi y5q:; WITH FITH£R(2) 174' CS RiVF.T$OR $f'EET METAL kC?CWS AND(2) 1/,,-SELF TA PING SCREWS PER E:NO H3.GC, )^ ATTACH 0 O ALIO Willi,•(1) 1F b 64" (1)3/4"X S/EI"L'flLT&M PER ?- -24, v x 1 JB"Vb'SCREW PER 3 fr T-fF r. TRACK 80.CKET: 7"DA..7-1/2" LONG SILM, ?O:DAU Si'ELL ROLLER u•ITH STEEL OR NYLON HSE. TRACK$RACKET. t0" fG'-O"f;fi4" SE l0y„"Q-C wk BRACKET(2-'1/2" 5 3/4"k i2Ci,.1) PF(EPARATtUPS F.IA? -EY-018E'.;" ATTACHED WITH(2) 11'4 -a/4-SELF TAPPING SCREWS, NOTE THAT LHR BRACKEIS ARE ALSO .. OSEU MIT? "COUGlL E tiD STILE'A S.'IOWN IN i" TRACK COt�T'J,8V,2 TA IOti ZON:'NOT- K-gA ^OtJF( RATION A.80,F THF, C.E-3 T. SHEET ^00R OPENING GOES NOT AFFECT HE JAMB COtdi GURATdON bOUQLE.�IE�+:.S. DOORS 800 L[3S'AND fNF R. WINDlUAO RATINGt"THIS COOK L--- LMV i=AORDIPM.,;+PT�ti' DOORS 8013 LBS AND OVER. CENT€P,.HANG P,E0i:3RE6 FOR (A'VAiI, FOR ROTI}2,AND 3"TRACK) I �000R5 OYR R'ti.GH. 'OOUfxtE HORIZONTAL RI t DDDR C�'ER.LAP (Fi70H SrJE) i TRACK 2 b YP-WOOD J IV.8 SEC t!r STOP .GAL dhG T?`J frEN W5TALLER(TO SUIr). P i"GAIL TAPrRED STEEL iRAC,f AND?N,=LE TRdGtt' .AMB PR'ARAT#ON NDTE", F* 16 GA.GA.V STM ENO S1LE 7.1 TIR KN 0.10{.ANGLE THICKNESS, 0.080". ,HORIZONTAL TRACK ++ rfj GA' sA r-,ALV<'STEEL II!C's1$,.E f,NG 5 LE, hTili ANGLE DIMENSIONS'3-1/M1 2-7/6", SUPPORT BY DOOR � U ..20 CA. 1;1€N,t,,dLJ .SGA IWI.S Ei,NI ER?CAL/HORIZO'VTAL IkACK 14"W56MUM SI ACING INSWALLER(1??SUIT), -^ --I 13 On^C+LV 5T EA,ihF.R:. ff'"�' 3w1/4 x 2=•7/8•'MIN, it 0,080 TAP"REG } �. HINGE FASTENED TO ENTER 1 , C1 CW TWO 1/4"BOLTS FBOM (!;s-MOVNT!NC ANOLE. $.E •� (- / ) SAG DOiT MOUNTING 3ELGW,. 511LC VJ J4 EACH 4716/6" fa NUTS FOP F1CH RACK, 'V_.t)T TO TRACK JUNCTION L - -Y ':-I - € /1F UNO SiECT METAL SC(iEYJS. _ .._.•... _._......- PUSH NJT a DI IEGhAt.tSGUJTttdC LGTS: f f NCR. _..�.. SR C D-'AT 12 Ct'hRERS: r f 14 OA.011-V. STEEL RO LFFi r hG FASTENED TO-NCI 01,101"12iiCK GdLV_STEEL TRACK ASI.NED TXnEkE _- _y��3,•(T AM�����/7__ ,_ _.p_ ____ �_2..Q!-CENTER __ _ __ ___ __ _ APEREO l3 C!E GY,TtfGON TRACK fa',<5)$CDCD 10 _ _ ANEW 2}V�1/a"EACH 5 F TARPSNG.SCR S hM SCREWS F R END HINGE.. ,•x, �c i 46 3 OSA,8-t j? _UnG STEM -ALL BEARING STEEL ROLLER... - - 3 - CnnN C I AC"I vpt G PRDTTJCT CODE MhhJf 3,1• \E Y'TRACK FTOL?AND NLPT AT TACH � IV071111r, St ORT PANEL PAN-2F153 .VOVN.ING-SLOT lOCATIOTJ, - - _ PI2FPA.ATttri OF .AMPS HY LONGPANE PAN FT 6 ___ r. .- UESfCN LOAUS 1-Kt) P:5'.f. & -42 0 P,S.f. �-"""- _..—j. "0 T✓ � L' ----- TEST OARS +540 P.S.F. k -6.3.0 P.S.F. PARI NO.: N/A L : SASE OF W: i wart v RT LAL - a F Jn.es;SIo(e4 attic c I JL,5 Duk BIIu3EVCrJ .. TNDLD D$AiSNfi 4•• <l/: 2?" HEIGHT TRACK LENGTH /� 't L10SVfl OH 4*,M IZl ,. R • P �• r.-D r2 / Sl e7LE2�NC S r 0lopay re Ne 17 a aaca / 1 )6 T A. 1 ,/ _ _. -. A = 3 O� ;Oa I:'a7 I'p&gls c m;s,Y TO.h..433-7J0 .&43 \f .j. D�...3 i,-) I f'�(+Sis/ONAI E %% -..-fG' -_G" 96,�• - 4ijEANCI16-1 THC T7ALAG CK 0SCREW VACED 2T. HZ5 ME 34'. ^O i CO5 I A OFSCRL T10LJ f STEEL PAN DOORS 367"1 ( EE TABLE FOk0.1Q 7EL,S) qf.., q� . I7 ¢i .a.",a: .. .. �I`n tTOr}. AI:DmOtIAt i.f,G SCFiCW�LU(:it it AI' W.2tR".,h= .00Oti = t:00t {DRAWN 6Y H D7ATE T1/19/36SCALF:NTS '^ ---- DESIGN ENGINEER= /2. 4 w�, ISG 40`FROM BOTTCF+. TWO LAG SL,REVJS ALSO LOCATED X60vE �Er ees s 1jz R ^ ._........l,•+d/v+ sI! -v 1!-1 190' _, VERTICAL HOk120NfAL T12ACK JDF•C1iOM. F r (`H£CY'EO CRY H nATF. 1:1i Oj �[{FET R OF M1 $IzE .� SCOTT HNMILTON, Pk.. /• 1A I Sterna 0'c s i -"- Ir OR(OA OCENSE No: (3328fF_, ,_,.._--__�. uuf.++araNs hRt:ul u.hM 5wG M: 1047(0 A/2 ^" .__ VER: I(3.^, 2F L 00 H0DA' pR FUU.C7 Ark rpc�CMVAL 1Q 110341c Florida Building Code Online l Page 1 of 6 jl i Florida f�'��l(m�l � BCIS Home j Log In User Registration HotTopics Submit Surcharge Stats&Facts ; Publications FBC Staff PCIS Site Map Links Search Businesi Professi �i *USER: Product Approval Public User I'I Regulation mn Product Aooroval Menu>Product or Application Search>ADDlication Ll st>Application Detail I , FL# FL16546-R5 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer Clopay Building Prod ucts,Company ;) Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterField@clopay.com Authorized Signature Scott Hamilton l shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I, Category Exterior Doors Subcategory Sectional Exterior Door Assemblies'! II r 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 Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Wamock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler © Validation Checklist-HardcopylReceived • Certificate of Independence FL_16546 R5 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16546 R5 COI Statement on independence of Evaluation Entity- ScottHamilton 120424.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 j� 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 i 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr� app dtl.aspx?param=wGEVXQ,wtDgvgqu2w%2bn... 12/23/2015 Florida Building Code Online Page 2 of 6 Equivalence of Product Standards Certified By Sections from the Code it Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 09/11/2015 Date Pending FBC Approval 09/11/2015 Date Approved 10/16/2015 d Summary of Products Go to Page 0 Page 1/2 FL# Model,Number or Name. Description 16546.1 01 WS-16-HY PAN-2F153: 73, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 1500,75, 190,84A,94,42,48,55, WINDCODE@ WS Garage Door 411ST,6RST,4RSF,6RSF,GD5S, GD5SV,GR5S,GR5SV,AR5S, AR5SV,ED5S,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16546 R5 II 101922-A Reyl4.adf Approved for use outside HVHZ:Yes Verified By: Scott Hamllton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+32 PSF/-32 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional FL16546 R5 AE CBPC 131211-A.ocl impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No impact). a 16546.2 02 WS-16=HY PAN-2F153: 73, Steel Pan(min:25 ga.)Double-Car(9'2"to 16'0"wide) 1500,75, 190,84A,94,42,48,55, WINDCODE0 W5 Garage Door 4RST,611ST,4RSF,6RSF,GD5S, GD5SV,GR5S,GRSSV,ARSS, ARSSV,ED5S,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16546 RS II 101922=B-Rev14: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:+32 PSF/-32 PSF Evaluation Reports .i Other:The standard glazing available for this product FL16546 R5 AE CBPC 11211-A'.odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-217443: GD4S, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.) GR4S,ED4S,AR4S Double-Car(9'2"to 16'2"wide)WINDCODE8 W8 Garage Door with Optional Impact:,Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1,6545 R5 11 104791-Rev04.odf 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/-52 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional FL15546 R5 AE CBPC 13127.1-A.12df i -resistant glazing are impact-resistant(large missile Created by Independent Third Party: No �fnpact) \ L16546.4 04W6-16 PAN-21`153: 73, 1500, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 75, 19.0,84A,94,42,48,55, WINDCODE@ W6 Garage Door 411ST,6RST,4RSF,6RSF,GD5S, GDSSV,GRSS,GR5SV,ARSS, ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R5 II 104710-A-Rev03.0f Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent'Third Party: No Design Pressure:+36 PSF/-42 PSF Evaluation Reports .:4 Other:Max.Wind Speed(%_ult): 170 MPH.Solid doors(no FL16546 R5 AE CBPC 13127.1-A.pdf standard glazing)are impact-resistant(large missile Created by Independent'T,hird Party: No impact). 16546.5 I I , http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... . 12/23/2015 These Tables Are For GARAGE DOORS.IN One and Two Family Dwellings I Garage Doors Installed In Buildings with Mean Roof Height of 30' or Less Located in Exposures B, C.or D Table R301.2(2) of the 5t' Edition FBC Residential COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] ❑160 EXPOSURE,B. 9'x 7'Door=+24.3 -27.5 ❑160 EXPOSUREIB 16'x 7' Door=+23.3 -26.0 0160 EXPOSURE C 9'x T Door=+29.5 -33.3 (1 story and max 15', 171166EXPOSURE C 16'X 7' Door=+28.2 -31.5 mean roof height). 160 EXPOSURE,C .9'x 7' Door=+34.1 -38.5 (2 story and max 30'1 160 EXP oo = - mean roof height) E 0160 EXPOSURE D 9'x T Door=+35.8 -40.5 (1 story and max 15' Ell 60 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height) ❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30, 171160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height) 'I ❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1 ❑150 EXPOSURE B 16'x 7' Door=+20.4 22.7 , i ❑150 EXPOSURE C 9'x 7`Door=+25.8 -29.2 (1 story and max 15' ❑150 EXPOSURE C 16'x 7'Door=+24.7 -27.5 mean roof height 1-71150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30' []l 5O EXPOSURE C 16'x 7'Door=+28.6 -31.8 mean roof height) ❑150 EXPOSURE D 9'x 7' Door=+31.4 =35.5 (1 story and max 15' Ml 60 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof.Height) ❑150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 3,Q E]150 EXPOSURE D 16'x T'Door=+33:9 -37.7 - mean roof height);; Notes ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals -- available at the time of inspection. Glazing in Garage.doors must comply with.R301.2.1.2 (Glazing must be impact resistant or shuttered) - Miami Dade N.O.A or Florida Product Approval#