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HomeMy WebLinkAbout14-15682 ;. CITY OF Z PHYRHlLLS `` '� 5335- H STREET � �sis�� o-op2o 1 2 BUILQIN PERMIT - ��' ���` `� ��PERMtT�iNF4RIVIATION ���` �' �� � ���r:. � ��,:,�`p... ��L�'C?;`C�A�TIUN�INFQRM�.AATI�?'N: d����„�� ;�. ,�.h ._���� a Permit Number: 15682 - Addr�ss: 6'i35 ZEPHYR RIDGE DR Lt� 14 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESI�ENTIAL Township: Range: Baok: Proposed Use: NOT APPLIGABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR R1DGE Est. Value: Parcel Number: 03-26-21-0130=00000-0140 tmprov. Cost: 2,204.00 ;�;�?i����piNNER�INF�.ORMA�TION �. Date Issued: 9/30/2014 Name: MCMAHON M A& BLUMENSCHEIN P Total Fees: 277.50 ' Address: 6135 ZEPHYR RlDGE DR Amount Paid: 277.50 ZEPHYRHILLS, FL. 33542 Date Paid: 9/30/2014 Phone: (813)783-6083 Work Desc: CONSTRUCT SHED & SUNRtJOM !{�PEN DECK NCl RQQF 12 X 42 ;� _ . ,�°,:�.��CONTRACTOR S ,. t.: > :a �.: r " �.,. �<' APPLICA�TION�FEES�����': ,.� .'. ' �2��k4����. ���� SU STA �E ALU INC BUt�DlNG FEE 217.50 E�ECTF2 GAL FEE 0.04 JAMES O MORTON ELECTRIC CO.,INC. �- � c h�� �.- �f��, � 2 - �� ��' �� ��� F�^__ ,� ��5�� �"�'.�§���,�h�,r� °a� kt w.a.,, ���eir�� > - _,�%a,�^:x^:�-»?!'rv �..«.%k.:sr�eaa's� �„'a'X,���� „��'�t& ,%""°" '�G���+- ?�� � ��.-,� �;. � .�.�.� �...:Ins ect�on SRe u�red- �_ `�t ���� �-�;r� �_ ���. FO TER 2ND OU PLUMB IS INS T14N CEILI F007ER BOND DUCTS INSULATED EWER MISC. ROUGH ELECTRIC LINTEL !SC MISC. 1ST ROUGH PLUMB PRE-METER 1 SULATION WAL� MISC. DUCTS INSTALLED WATER ISC DRIVEWAY PRE-SLAB SHEATNING tSC. MISC. CONSTRUCTiON POLE FRAME ISC. MlSC. REINSPECTION FEES: Reinspection fees wil! wmply ith Florida St,a#ute 553.80 (2)(c)when e�ctra inspection trips are necessary due to any ane af the fallawing r sans: a)wrong address b}condemned wark resulting from faulty constructian c) repairs or corrections n t made when inspections called d)work nat ready far inspectian when called e} permit nat pasted on j site f} plans not at jab site g}work not accessible. NOTiCE: In addition to the requirements of this pertnit,ther may be additional restrictions appiicable to this properly that may be found in the public records of this county, and ther may be additionaf permits required from other governmental entities such as water manageme t, state agencies or federal agencies. "Warning to owner: Your failure to record a notice f commencement may result in your paying twice for improvements to your properly. If you intend to ab in financing,consult wi#h your lender or an attorney before recording yaur otice af commencement." Cample#e Plans,Specifications Must Accampany App ication.All work shall be pertormed in accordance with Ci Cades and Ordinances. NQ OCCUPANCY BE�Q C.Q. , � CONTRA T(�R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - HOUR NC1TiCE REQUiRED PROTECT CAR FROM WEATHER `1= j _F . M � ,_ `,. �•' `y,,,. �L.. �i �e.,.. ��- t � r ;i; ��js �r� ���t Page Na. of Pages 1 SUN STATE AL MINUM, INC. 6154 Fa King Rd. ZEPHYRHILL , FL 33542 ' {813} 7 8-7308 P OPOS LSUB� � }` y �� P � ��� ���� DA��,���� � ��j\� STREET J09 NAME � � Q CIN,STATE d 21P t� ���� JOB LOCATION � AFCHI CT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates r: . .�..�..�..�....�C.�..eC�'". .�.�.�... .��?...�. ..�.�.�`..�..ss�S .�o�:... .,r.... �?.`�crc�,q� �'r�/',�cti ._. ... . .. ...`....�,�.�.�� ...r.x..�� ... ..�Q�'.�E?�f .`.0..�.t..�.�..,�.s.. „�'--_�..T....�.3 ........._.... ... ... � ..f.�/.��.'..�.-./. ..Y..�r:�. ..�..r.l ���!'.. ` .... ..... . ........ ... ... ... ... ... .._. ... .. ... _.. � ��r • , _/f / X.�� ..G.��� .C�.f./".�..�J�l�. .....�.�'�'1 '". ..1�".5.1' .l:OQ•�'+'�...... ........ ._ "....�/,.�.�Cl4e ..�/!"y.r,►�..<.!�......d...d.!<<.( �..�...........,f�'./.�<�....�'.c ' ...�:,r..�c,� ...4Jl.'!T..l�d,....�_':�:..... ........ . . .. .. ... . .._. ... ...4'.�.�� ....G'��'.��'..',,S.d...�e.^.��'....� ..I.!��'i. ...... .... ..../�0...�1' .5..�' . .��L.:� .�it� ../�"..�.:C��. . .. ... .... ... ._._. . +�r ��►►LL,, .,/ �.�... . ��� ..�!�.��.G, /"^'�........ ._J�.,.,�„ ...../!�.............. .'��..'�...C..���il,�..,/b0.. .......rA. C ...... ... ...... .. '.4'",.r o. . ..... ... ...... ...... ... . . ..: ..... .... ...R,-.r.../.....C.�.'�/.".��1� ... .� ....�-.�. ..�'� '� .�./.v........ ................�� . 'Q .�.. .. ����...... . .. ......,. .... .... ....�� ��� ... ^ .. r � ` . `....�,r�.� .� ....f�t�.. t�!!`...���" .��../"....S./�C... 4/`�a. .... ... ... ... ... . {w �1 j ///J .� /// r ..Y7�...G.. ...`!#!.,`!rVC,,,,,,.�I.. .� �/f V ��,......'...., .�. ..•°.•!!.T��,f/ •L..• .!.`.�f. ..� M,wt .T./.I.L��...�!�:f .,��..�.... ... . � ...f ���%11�UGt1 .I. ... '�". ..,yF±��!`"..._�..�'..'��!��� ...[..".�.� 4�Gtl�`�jnal.lt...�� �.[e��tG.� . ... ... . .................. .... . . .. . ..... ._._.. '� � . . ,�Q r a ... .�..._ _,�.1..',�.� .....�`...�1+�� ."_'.-....��. l ...... __....... _. ; . ...._....,. ....�' ....^—'� ... _. _. ._. ...... . __._. , . ._.�p...��a,��.......�'..�.��� r�..:._�:�,��� .�_. . .. ......._.__ ---.... .... ......°�....,�aw.��.�lss.........__ c�_......... � ea �r � ` ' � C ' �P rq�JIIB� hereby t furnish m ter' 1 and abor— omplete in accardance vuith above specifications, for the sum of: oe� �� � dallars{$����_). Payment to m de as foliows: /b ! C,',s//� /D/G� �� OL�� T�' `� 8 � D// '� �G7 �.��'O 9 i��'� �/o°q ��a `�.3 ?9� Ait materiai is guaranteed to be as specifred. Aii work to be crompteted in a workmanli e Authorized ' mannar acoording to standard practices.Any alteraUon or deviation from above spec'rficatio s Signature imalving e�ctra costs will be executed only upon written orders,and will become an ext a charge over and above tt�e estimate. At! agreements cani'sngent upon strikes, aceide s Note:This ro osal may be or delays beyond our control.qwner to carry fire,tornado and other necessary insuranc . yyithdr�wn b US if notaGCe ted Within �g S. Our worker�are fulty covered by Workman's Cornpensation Insuranpe. y P Y �CCP��FIIjCP �� �Y��IQ�iFI� —The above prices,specificatio s (�/"� � ��,� ��, J��� '�r,,l/,�,� . .�. . " "" __�._<__a__' __a _� t...._I_,. ..........a..,t V.. ..m rehl.e�r. A C'.inna#,�ro 1� llu �e.Y � �'I .. 8'19-78�-0020 Gi��y o�1'���nyrnnl� b-'�CJ1116H(�yaii�,auv�� . � Buiicting L7 parEm�n[ Dai•e R�coivac! � . . u1i��s � . T�laana Ganfiact��orP�rinii�tinc� r�j� ��. -- ��f -i�ht-I-fy-1-f•1-!'1`t-iy'l----- --- --- ------- =----=-- ----- --- - --------------- -----l-{-l-i-hi-1-I ---•---- -1-l-l-1-ITI7 --- ------- -- - --- ------f-t-s-t-t-�-I-i-r Owner's Name �� ���rtCJ� � Ovirner Phone Numl�er� ' ' I Own�r's Address • Owrter Phon�I�IumI�er�� � F�Q Sim�lo T2ttehald�r Name • Owner Phone Nunili�r�� �� 1=�e Simpl�T'ttleholdvr.�l.cIdr�ss • • � JC?I3 ADDI�.�SS !� �c�•� Z-�. . Y � �- " � � LOT�ft �f� . � SUBDIVIS[ON ' • �iO�yY' %'��4'�!'� . '� P.AR �I.ID�f �c�—�o �(�/�'c�—L3�1CX�C1-" O,f,�/f� . • (qIITAlNED CftOM PROPGRTYTAXNOfiJCCJ V110IiK I�ROPQSGD ' I�IEVI(CONSTR AqL�ALT � S1GN � MOVE Q DGMOUS!-! �. iNSTALL . . � RCP IP PftOPOSGm USC' : . 0 SFI� ' � � CO M �[ OTI-lGC-t . . TYPG QJ=CONSTRUCTION [� L�LOCi�C [� ' f-`R � ' .[� STBGL Q OTI-IGR p�SCR[nT10N OI=WORFC ' �� �CG/t f2�� ' ff L.'� � /7d �� l3U1LDING SIZ� ,tf�.- J� �a''� SQ.r00'f'A�E SCJ I-I�IGI-IT �_.+.� � BUlLDIhIC :(� ' �V� VALUA7 ON OI'TOTAL GONSTI3,UCTl01V �(�flL'l ��r � . . (� EL�CTl�1CAL i� , � AM{'S� VlGG � T'ROGR�SS GN�t�GY • � W.I;.G.G. '` ����� �[�' ��.un��W� ;(; � � ����ITSE�ut�� � �__. `� � �� . . MCCI-!ANlCAl. � � �}7�-531�4 C� . �G : . ViqLUA (Of�f OC MECI-fAN(CAL,INSTALLAT101�,��,����,�� (� GAS [�] I�OOT=lNG � 5f'-CIA.L."CY � OTf-lGl� ` � S,�g^vt. ClI�!!SI-I�D FLOOI�ELCVATtONS ('L OD ZOItl�Al�.EA �YGS [�i�i0 � i3UfLt�CR �,��,�,, `�� COMPANY �� � � �-'��� , -',�L�C.-_ 51GNATUfiC • �ZGGiSTCRED Y/ N FGE GURRL-NT Y 1 N ' Addr�ss (�/.r�f j� �-t}� � - • . lJcense�! 1 X (k>b01`l f T � G�GCTI�ICIAN _ ("''� � - � .� CQMPAN'Y �!T/ Y-e�r ��Cy�' SI�NA.TUT�tG �� r���ts7cr�to 'Y! N r-cc cuuRtN'r Y/N Acictr�s� � - � .�'jl1.X /cS-3� hi� l.l • �.ic�nse� ("� —.� 1 PI.UMR�R . � GOIU(PANY sI�NATURC c�cczsreRep v� tv. -r-s�cunr�cNr Y/N . Aciclr�ss Licenso�1� � � � l+11�G1•!ANlGAL � ' • ' GOMI�:ANY � SlGNATUI�� � • r��c�sYCrtea Y 1 N 'r-r-..�curtt�ctvr Y/N . Addr�ss - • .License�t� �� i � OTi-tCi� . ' , COMI�ANY . .• . SiGNATUl�G r�cts'rcrt�� ' Y/ N r-e�cut�r�ct�r Y t N Address , L.icense�f � � • T[-TI�l�TI1=FF!- -- ---- ------ ------------- RC5ID�NT(AI. A�fmch(2)Plot Ptans;(2)s�ts ofi Buif�iing f'fans;(�I)s t of Et��r�y Forms;l�-o-W i�ermI[ior n�w constcuo�ion, Minimum fien(90)working d�ys after submilla!dalo. {�equir�d on�ifi�,Gons[ruc�ion I�Jans;Sinrmwator Pfans w/Silt f ence tnsta!lecJ, Sanitary 1=acilitlos&1 clumhs�er;Siie Worlt Permlt fo subdivisions!larc�e�raj�c[s . COMMCt�CiAL: Attacli{3)complet�sats af IIuI[ding P[ans�Ius a LIfi Safoty t�ac�a;(1)set ot Cn�rc�y.'Forms,l�-O-W PcrmIt for nev✓consiructian. Nifnimum 1en(�f 0)warl4in�clays afC�r sui�mitEa(clate. i��quired onsite,Gonsfiruotion 1'Ians,Siormwator nlans wl Sltt f'ence inskallecl, sanitary 1=acififi�s i�'i c3rsmpster.Sito Worfc Permlt�[a a!!new�rrojecis.Alt commorciai r�quiroments mus[meet oomplf�nae ' SIGN PGRMiT Attaci�t2)sets of�ngin�ared Plans. ""''""�PROP�I�TY SURV�'raquirocl•far aiI NCW cons rucfiion. � • ' -i-t-f-t-l-f-t,-l-(-t-l-I-l-l-l-3-i-1-l-1-l-F2-1-ld-1-1-I-l-l-l-l-Id-1-1-I-I-I-id-I-Id-l-I-Id-FI-1-t-I-I-t-1-I-i-I-I-i-i-I-I-i-t-i-i�i-i-i-I-t-t-I 1-l-l-3-l-t-1-I-1-I-1-l-1-I-3-1-I-1-1-l-l-kl 1-1-l-I-1-1-I-1-1-1-l-1-1-1-[-1-1-I-i-I-i-i-f-i-i-i-I-I-i-t-1-I-1-I-I-i-FFi-t-t-E-t-FFt-1 t�froc[ions: FII)ou!a(�pllc�tion completeiy. � . Ownor&Cantractar stc�n vacit of appfication,no[arizac( ' • Ir over�2�Q0,a Nofiice o�f Gomm�ilc�m�:zt is roc�ulred. (AIG upg acIes ov�r�50Q0) `"" A�enG(i'or the co,ntractor)or 3'owor of AfEorr�oy(Por ii�c�own�r)wou(d e som�on�wItlz notarized lotter•fram owner authorizinc�samo - •oV�R Ti•IG COUNTCI�I'zi�MITT(�IG �rronl of App{icaition Only) • Paroofs ' Sowers Sotvice.Uj�graclos AlC Penc�s{PfoitSUiveyJCoofiage) . �3riveways-Nol'over Counter Ifi on puUlic roaciways::n��ds i�OW I�IOTiG� Or t7��D RCSTPICTIOt�IS: Tf��.und�rsigncd undersfi�ncfs�Ll�at�Lhis p�rmii m�y!�c subject fio "cio�cC'resfirictions" which may f�� mare r�strictiv�i:h�n Counfiy rec�L�I�ttons. TI» �mdersign�d �ssumes r�sponsibiiity•For compliance wiCl� any �p�lic7ble deed resfirictions. UIV�.tC�IVS�J7 C�NT.�ACTOi�S AND GONTRAGTC►t-2. I��SPONSIB(LITIC�: I�r �the owner ha5 iiir�cl � canfiractar or canfir�ctars�o uncler[alce work, �hoy m�y 1�� recJuired•[o b� Iic�nseci in ��cordance with st�t� �nc( locaf r�gulafions. If�i7e eanfir�cfior is nofi Iicens�d �s rec�uir�d i�y l�tw, ho�t1� �the owner ar�cl con�r�clor may��ie cil•ed �For � misd�m�anor violafiian under st�te f�w. i�F�h� own�r or intend�d canfr�c[or �re unc�rt�in �s �lo whafi Iicensing r�quir�m�nis in�y apply�Tor fi�e intencl�d worlc,�11�y�re aclvis��d to�cont�ct th� !'asca County Builciing Inspection Division—Lic�nsing Secfiian af 727-5�1•7- 80�9. 1=ur[h�rmore, iT �ti�e owner h�s hired � contractar �r aoni:ractors, I�e is �dvis�.d �[a h�vc tl�e conir�c(or(s) slgn � �artions o•F'the °contractor l31oc1<" o�f 1:1-�is �pplic�l'san �Far wliicI� [h�y wi1l be res�onsil�Iey .I�('you, as �tl�e owner sign �s ti�e confirac[or, fii7�fi m�y i�c an in�iica�tion fih�t 1�e is riot prop�rfy iic�ns�d �ncf is no� �n�ti�tlecf �lo permi�ting privi{egos in I�asco cocrnty. . ?RANSI�aRTATION IIIIIP.ACTIUTILITI�S IIIlIPI-�CT A�(I� PCSDUI�CC PCCOVCI��'1=�GS: Th� undersigned underst��7ds ti�at Transpor[�fion fmp�ct C=�es ancl Recourse l��cov�ry Fees m�y apply�:a fil�e consti•uction'a�T n�vv builclings, ci��nc�e �C us� in �xis(in� bti�lclings, or �xpansion o��Qxis{inc� I�LQidings, �s sp�ci��ied ii� P�tsca Co�tnty Orciin�nca numb�r 8�J-07 �nd �0-�7, as �mencio�L The uncicrsign�d �isa uncicrstands, �;h�t such �F��s, �s m�y I�c duc, will b�-icien�l•ifiec! �t ihQ filme o�f p�rmitfifn�. It is fiurti�er uncicrsfiaoci th�C Tr�nsporL•��tion ImpacC 1=�es �nci R�sourc� l�.ecavory 1=��s musfi be paid prior fio receivinc� � "eertiCc�ti� o�F occu�anncy" or�Fina1 power reie�s�. if.�th� �roject does nat invoiv� � c�r['rCe�te o�f oeeup�ney�r •Fina1 �owor r�ieas��, ti�e�rees must f�� p�id prior�to p�rmii issE«nc�. Furfil��rmore, i•f n�sco Gounty WaterlSewer Imp�cfi 'fees�re due,fil��y must I�E p�ic(prior�L•o �ermifi issunnce in �ccord�nec witt� 7ppiic7ble Pasco County ordinances. COIVSTIitJCTION I�I�N J�I�W�Gh���ter 7�13, I=tarid�5t��;utes, as �m�ncied); )�F va(u�tion o�f wor}c is ;�2,500.00 or mar�, ! a�rti�(y fii��t 1, th� �pp{icanC, h�v� ►��e��r proviclecl wiL1� � eo�y o�F lI�� "�'Iarid� Canstrucfiion Lien Law—I-Iomeowner's 1'rofiec(Ion Cuicle" �repareci by•[h� 1=lorid� D�nar[m�n�t o•r Agricuiture �nci Consum�r A�Fzi�-s. hF th� �p�iic�nt is som�one oti��r fihan ti�e"owner", f certify fii��t ( 11�vc.obfi�in�d � copy o•f�l•1��abovc d�s�ribed dQCUm�ni�nc! promise in good•��i{I�fio cleliv�r il to tl��"owner"prior�Lo commencemenfi. _ CONTl�AGTOP'S10WNCt�'S ArI=iI�AVIT. i c�rti�Fy i:h��t�li�lhe in�Corm�tion in this appiic�tion is �ecurate and �hafi al!v+rarlc wiff f�e done in compliancc wifh �Il ��plic�I�l� l�ws regul��ting c�ns•Lrucfiion, zaning �nd iancl ctevelopmen�t. Appiica[ion is lzer�by m�de to ot�[�in a �ermit fo do worlc �nci instalia[ion �s incfic�fi�cl. i eertify •ki��L no woric or insfailation f�as commenceci prior to •issu�nce o�f � �Sermit �nd �ti��t �II woric will b� �crf�rmec! �o m��fi st�ndards o�f al! Iaws regulatinc� canstruction, County �nd Ciiy cocies, zoning r�c�uIations, �nci Iand d�vetopment regui�tions in fii1� juris�iictfon. i afso , cortiCy thafi I und�rstanci fil�afi fii�� r�guini:ions o�F o�th�r gov�rnment �genci�s may ��ply fio fil�� ini�nded worlc, a��c! tl1�fi ifi is my rosponsibifity ta identify wh�t�cGians 1 mus�l i�lc�to be in compIi�nc�, Such ag�ncios Include but�r�not limified to: -- Dep�r[menl o�(Cnvironmentai�1'rotacCian-Cypr�ss 13�y1���tds, Vtf��[i�nc{ Are�s �nd Cnviranmenfaliy S�nsitive Lands,lN�t�rlWas{�w��[�r Trea{ment. - 50LitIlWGS� C=lorid� Vl/���r M�nag�menfi Disfiriefi-W�IIs, Cypr�ss 13�y1»acis, W�ti�nci Are�s, Alfiering 1N�fi�CCOUCS�s. - Army Corps o�T Engine�rs-S��waHs, Docics, N�vigabl�W�ti:erw�ys. - D�p�rlri»n1: o�f !-leal�l� & l��I�abiiifiai:iv� ServiaeslEnvironmenl�i i-lealti� Unit-Vltelis, V1/�stew���r Tr�atm�nt, Septic Tanlcs. - US Cnvironment�i Protec�:ion Ag�ncy-Asb�s�[os �f��fiemenfi. - i=ed�r�1 Aviafiion Authori�[y-Runw�ys. � I underst�nct ti��fi fih�following r�sirictions appiy�ta��ti�e us�o�f�fill: i y Us�o�F�Fill is not�tllaw�c( in Flooc(Zone"V"un[ess �x�r�ssIy permii:t�d. I�C �[I�e •Fill m�fieri�l is to 1�e usecl in C=faocl Zone "A", i� is understooel �t1�aG• a c{r�in�go �i�n �ddressing a "comp�nsafiinc� vofume" wili be submltted afi iimc o•f p�rmitling whicI� is �repar�d Iay a �roFession�i on,�ineer (ic�ns�d by tl��S��t�a•f I=lorid�. • . - i�F{I�e �(i11 m�fi�ri�i is fo be•usec( in 1=looci Zonc "A" in connec�ion v+�ith a p�rmiLfi�cl Uuilding usinc� sfiem wa!( ' constr��ctian, I c�rCify�t11�[�fill wil! ta� used�onIy�La�fi[I fihc�rea wifihin the sfi�m wa11. - l�f.fiiil ma[cri�I is �Lo i�e useci in �tny �re�, f�cerfi�Fy tha�; tts� o�f such 'fiH will nofi adv�rs�ly a•[f�ct adj�aent ' properti�s. ff.�tis� oi��riff is:faurid �ta �dvers�ly ��ff�cfi �clj�cenl prop�rfiies, �the own�r m�y t�e cifiod•For vial�tinc� fl�� canclitions o•f 1:1�� building pelmiL• issuoci•under�[he �fi[�acii�d pe�mit �ppfic�tion, �For iots less tl�an on� ('�) acre wl�ich�r� �tev�i�ci t�y�tiii, �n �ngin�cr�ci dr�in�g� pf�n is reqt{tred. i��t am th�AG��IT rOP TI-I� OV1tNC-1�, f promis� in good�Fnith ta in�form fihe owner o�Tthc p�rmitfiing condi�ions s�t��arth in tl�is afFPclavi( �rior to commencing consfiructian. 1 unci�rs�[�nc1�h�t a sep�r�te p�rmifi m�y ue r�quir�d �for�lecfirlc�l worlt, �I��mi�in�, signs, w�11s, poais, air conditioning, g�ts, or oLh�r ins�[�llafiians not�specifiically inclur�ed in �ti�e applicafion. A �ermit issued shal! hc consiruecl to I�e � Iicens�fio prace�d witl� ti�o woric�hd not as �trll�ori�y fio,vio(�le, c�rrc�i, �4tor, ar seG�sicle �ny provisions o•r fit��fi�ci�nicaf cocles, nor shaii issuanc� o�F� permik pr�v�n�t�LIZ� IIuilding DCficia(�From fil�ere��rL�r roquiring� corr�ction o�F�rrars in �lans, consiruction or via(afiians a�F�ny codes. Cvcry permit isst►�d si�ali i�ecarr►a inv�lid unl�ss fil�� worlc�«thorized by s�ich.permit is cammerrceci wifi�in six mon�li�s a�r p�rmf� issu�nce, or if worlc aufihorIz�c4 by fihe permi[is sus�ondeci or�f�ancianed���or� ��riocl ofi six(C�) manfihs ��f-Ler i:l��iime�Lhe warlc is comm�neect. An ext�nston m�y be rQq�«st�c4, in v�ritIng, �from th� Builrling'Ofilici�t ��or � �eriocl no(��o �xc�ed ninet�y (90) d�ys �rtd wiii ci�monsfr�ie 1�RS!•Ifii�I�I�cnus�•1'or•[h� �xt�nsion. i�f worl<ce�s�s�For nincty, (90) consecu�live d�tys,fil��jo1� is consid�red�U�ndoned. WARNINi� TO OW1VLr: YOUI�.i=.l�IL.UI�� TO PC�OI�D ,�1. NOTiC� OI' GOl1t1iVI�NG�3UI�NT MA�" I��SUL.T IN.Y�I.(P PAYtNC TWIC�1=0t�tMt'I�.C7V�NtCNTS TO YOUC-�.PI�.OP�R`!"`f. Ir YOI'J II�IT�ND TO C]I3T,�,IN T=IN.+�.NGING, CONSULT WaTt-r YoUP L.CN�G�o�.AN ATTOt�NCY BCI�ot��P�coRDti��Y'atJR NoTi�� 01= coMM�NC�MCN`C. rl.ORIDA JURAT(t=:5.1�f 7.03) � , OUVNCR OR A�CNT C`_5��'���-- �YYw�l�U.jfl GONTfil�1CTOP� ��""'�-�''� ��'+-� uUscriUeci and swom to(or af irmad)b;�a rer�e�fhis Subscribed,y�nd sworn fo r afiF�mect) fo�ro,m o�is , —eZ—I by Cl'�c/6 .tLt/{�v i l�'—cZ/Y lay � �G �/'�fltl/) Wl7o is/aro person��, !I�wn Lo mo or i�as/Jiavo roduceri Who is/�re person�ily t<nown to m�or has/have produced as Idonti[ic�iion. �s ldenti�icatton. t� .�fis 7,vz���c,� Notary PuGlic G Nofary Public• f���� ' . Commissson No. Commission No. UBLIC•STATE 4F kZ,ORIll� NOTARY PL'ELIC-STATE OF FLORIDA ,,,,��,,, SllZ�i1I1 � � Nam�o(Nalary typed,prin[�cl or s[ae�� • Rlame of Nolary typed,p�(n�' .�r�ampor�sion�EEp44SQ4 'Camni?s;�ion#EE044504 ""-•. ,,�`Exp�res. :�OV.22,2014 �'�.,,,,,,��Expir�� �OV.22,2014 BO;v�EDTFiF,C:,7L.;tifICBO\�L'r'GCO.,ItQC. $4\TlEDTHRi:i7:.�;:30\�r;GC4.aINC. Y @;�_ �-f 'J7 �, :(• � tl'�:�� '� + � City of Z phyrhills BUILDING PLAN R VIEW COMMENTS Contractor/Homeowner: S�iv S I A,T A�u � r N u M �(� � Date Received: � — �� � � site: Po 13 5 �� � c- �� o G � Permit Type: SHF D SUU (� �M •� QP�N OCCK NO �200� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or lans. . � �� Kal in it r Plans Examiner Dat Contractor and/or Homeowner (Required when comments are present) � ��P . III IIIIIIIIIIIIIIIIIIIIII I ER�AIT 9@RVIGE 2 14153625 I IIII IIIII IIIII IIIII IIIII IIII IIII (813)788-5314 � I F�7���'��4 Rcpt 1631963 Ree: 10.00 , � �� Zp��r,(,�11s DS: .00 IT: 0.00 7 09/2 /14 S. Pei.ers, Dply Clerk Pertnit Na. Parcel ID No —��—��d/3d—�J'a�7� ,� - NOTICE OF COMMENCEMENT Stateof F/Qr�alG Countyof � ' ti THE UNDERSIGNED hereby gives notice thal Irtiprovement will be made lo certain real property, nd in accordance with Chapler 713,Florida Statutes, the following infortnation is provided in ihis Notice of Commencement: r/ '7 /.� , 1 Description of Property Parcel Identifica6on No. �� �7 L 6l Slreet Address: � �3`r r "—< < �r• � �' r� 2. General Descriplion of Improvement ,(�aL � o.Cr�/t�(J/vJ �- �I Q/1 3. Owner Infqrma ion or ssee infortnation itthe Lessee contracted forthe improvement: /yI f��J�-e� f'h�h?�a/� ��3.f ze".�.ao"'��ryr �c�G � 3 Address Cit State Interest in Property Name of Fee Simple Titleholder: . (I(different from Owner listed ahove) Address �`� (' � �`,� . �C Ciry Slate 4. Contractor. y� U //u''�•� �/ �y/ (�Lmf J 7 r DrT /G.���° r � .r! c.�.l 7'aa_-- Address �Y Conlractors Telephone No. ,� �} � 5. Surety: ���p �� � Name ��°� ,.• $�i Address City State � Amounl af Bond: 5 Telep one No. o � ��� � �•• ��� � � 1�L 6. Lender. � � Name � � , o � s � Address City State � m ; � , �! � Lendefs Telephone No. � • y�� 7 Persons within the State of Florida designated by lhe owner upon whom notices or other documents may be served as provded by � Section 713.13(1)(a)(7),Florida Statutes: ��� s � Name � •� nddress City Stale Telephone Number o1 Designated Person: 8. In addilion lo himself,lhe owner designales o�— to receive a copy af lhe Lieno(s Noti e as provided in Sedion 713.13(1)(b),Florida Statules. Telephone Number of Person or Entily Designated by Owner: 9. Expiration dale of Nolice of Commencement(the expiretion date may not be be(ore t e compleUon of construclion and final payment to the a 1— U � Z W contraGOr,bul will be one year from the date ot recording unless a different date is spe ified): � � � � W J WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AF•TER THE E PIRATION OF THE NOTICE OF COMMENCEMENT o (�� V-- = J U ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, ECTION 713.13, FLORIDA STATUTES, AND CAN V Z � O � J } RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE TY. A NOTICE OF COMMENCEMENT MUST BE � —U (� O � RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU IN7END TO OBTAIN FINANCING,CONSULT � Q� = Q c� � � WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE ORDING YOUR NOTICE OF COMMENCEMENT. n. � p � w �— W Under penalty of perjury,I declare that I have read lhe foregoing notice o(commence ent and that the facts stated therein are true lo lhe best O � = z J � of my knowledge and belief. } Q � Q Q O STATE OF 4�� �ACIE LYNN HARTWIG c Z � O O D U CoUNTY F(+ ,1� MY COMMIS910N#FFO6a8B7 = U I�i �°� �,�� ignature of Owner or Le see,or Owner's or Lessee's Authorized � � } �io�� EXPIRES OotobOf 21,801� OKcerlDirectodPartner anager U Q O � � � � �,� FlorldaNOle B@NI6B�9@fl1 ,���e/ � /he/yJ� _ � � z w Signalory/'s Ti,l le/Otfice Q~ I— J Q J 07�3� �_�!^�'�! �IC'�12� /!7C/l1� � � U 00 � � U The foregoing instrument vias acknowledged be(ore me this day 2 b � w = Z O J as ��� (t pe of authority,e.g.,officer,Wstee,attomey In fad)for Q � � � = Q W J (na of rty on behalt of whom instrtim n was ecuted). � U � � � � O � Personally Known�OR Produced Ide tification Notary Signa �- � 0 Q � /� 8 /J � FZW (1� � Type of Idenlificalion Produced Name(Print) V � � � L:.� �� Q J W Q F-� — �-f li. Z '� .� �J — Pq p 5 0'NE1L,Ph D PRSGO CLERK 6 GOMPTRO�LER � i � _,. F- Q 09 26/14 �09� 1PG�f1�3� v, ;— 1— G � a 07 OR BK wpdata/bcslnoticecommencement_pc053048 , , . . _ - _ ' � , ' , . ' . . ZEPff�� , �� .� . . :�� - el � / � /3, 30,�0' e2.0� —�-i- , � � � � � � � � � � ; , � � � AL�,wa��sxaL�,c�z,���t`��4 i�rz:����. � �' o � , �, . PI�UAILI\GCO���,��-,C�k�IU!�l3U�ie?��I��i� � Q ` �' 4 CODE,I�IATIOlvh.'L t�Ll,i`1�?!t;�;�9��i,f;���� - �i � � , ' � CITY 4F Z�.:PI�'I���.����':_'4�'�;��d^��:���':� � � � �� b o , � - � � � `�� �3,� � � - ---�. � � � 0.� g �� � �d8 � � � �� �� � �5 � � O� O ° l�� �? a2�.GCl� o1,C�� — –►- � . _ �� ,�. �� I I , - � , (nS .��� ' ���� �EV��.v� ��.-r� - C�TY O� �����R�iLLS �� PL.�•NS EXA�lIr�E[� Florida Building Code Online Page � of 3 - �� � . � �. �;��.,-�.�.: ��,P>�=£°; - ��,::< -r-,:�,;.Y � `,,-�� --� - - «e�;y,�� t.f ^wF.�iy�;;,� :. 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Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified � by the POC and/or the Commission if necessary. Com ments Archived � Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski j rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive � Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski @pgtindustries.com Quality Assurance Representative - Address/Phone/Email Category Windows - Subcategory Single Hung Compliance Method CertiFication Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 � 1994 Equivalence of Product Standards Certifed By _ Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 https:/1www.floridabuilding.org/pr/pr_app_dtl.aspx.param=wGEVXQwtDquS 1Bu8CAEm... 9/9/2014 v GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW - 'I)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE RE�UIREMENTS OFTHE FLORIDA ' 8411LDING CODE,INCLUOINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-1/B"'TIP-TO-TIP WI�TH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/S'BUCK WIDTH 62-1/8'BUCK WIDTH � 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEO MASONRY NO ANCHORS qg��g• 48-118" REQUIRED IN VISIBLE LIGHT VISIBLE LIGH7 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE FLANGE 8'MAX. MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLES fi 8 8,SHEET 4 8 6. FRAME HEAD B 3'MAX. h+— --�D 4)MA90NRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN A 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCK9 ARE OPTIONAL IF UNR IS INSTALLED 4_ � DIRECTLY TO SUBSTRATE.WOOD BUCK9 DEPICTE�AS 2X ARE 1-1Y1'THICK OR GREATER.1X AND 2X BUCKS L 35•��2� 4 8'MAX.FROM ---'—'--�J`�'� � VISIBLE �_ ._ 361Y1" (WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO1HE STRUCTURE.WOOD BUCK DESION CENTER OF — / —•—� AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECOR�. MEETINO / 21" LIGHT � � � VISIBLE RAIL / MAX.O.C. �B� / LIOHT 5)i1NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINO OR&TUCCO.USE ANCHORS TIP-TO 8"MAX.O.C. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5$8,SHEET 4 8 6.NARROW JOINT SEALANT IS USED ON ALL TIP FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOUID BE SEALED.OVERALL SEALINGIFLASHING _____ _ ��,HEIGHT � t STftATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A BUCK OF THESE INSTRUCTIONS. _ / — � HEIGHT / � 77" 8'MAX.FROM � J BUCK 6)SHIMS ARE RE�UIRED AT EACH ANCHOR LOCATION WHERE THE PROOUCT IS NOT FLUSH TO THE CEN7ER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOO�BUCKS,BY OTHERS,MUST BE MEETINO SUFFICIENTIY ANCHORED TO RESIST LOAOS IMPOSED ON THEM BYTHE WINDOW. RAIL / y3• � � MAX.O.C. I 7)DESIGN PRESSURES: 1 ' A.NEGATIVE�ESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GIASS PER ASTM " E1300. B.POSITIVE D[SION LOAD3 BASED ON WATER TEST PRESSURE,3TRUCTURAL 7EST PRESSURE,FRAME B" �—�-�0 NO ANCHOR3 RE�UIRED � —`� ANALYSIS AND GLASS PER ASTM E1300. MAX. IN FLANOE FRAME SILL 3`MAX. _ . � 6'MAX.O.C. 8)THE ANCHORAOE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONOINO TO THE REQUIRED DESIGN PRESSURE.THE 331l3°/.STRESS INCREASE HAS NOT BEEN USE�IN THE DESION OF TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT THE 1.8 COAO DURATION FAC70R WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. TESTED UNIT� ANCHORS THAT COME INTO CONTACT WITH OTNER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ( (TESTED U N IT} OF THE FLORIDA BUILDINO CODE FOR CORROSION RESISTANCE. 9)REFERENCES:TEST REPORTS FfL•8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSUAF&PA NDS2005 FOR WOOD CONSTRUCTION ANO ADM•2006 ALUMINUM DESION MANUAL. 10)7HE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN A57HE 4060 SERIES(FLANG6 FRAMEj OR OUIUE TO SHEETS: 400�SERIES(FIN FRAME). OENERAL NOTES.................... 1 � ELE VATIONS................... ... 1 ' DESION PRESSURE RATING IMPACT RATINO DESIGN PRESSURES....... 2 8 3 VARIES, NOT RATED FOR INSTALLATION,FLANOE.............4 � - SEE SHEETS 2 8 3 IMPACT RESISTANCE INSTALLATION,INTEORAL FlN...6 WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE ANCHOR�UANTITIES.................6 i SHAPE IN A'BLOCK AND OBTAININO DESION PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2&3. OLAZING DETAIL3.....................7 � CORNER AS3EMBLY....._............7 EXTRUSION PROFILES...............8 �+— WIDTH —.� {�— WIDTH —►{ PARTS LIST............................ .8 — -'---- --- --'--'• . � � ' r �/ PRODl1CTRBVISBD as mmplyl�w1W 1he Flotl� � � ��llllllll� OuildfngCode i Revined 6y: Oole: Revlalon: AcccplenmNo �". 0�3, ��� a.�l A4/(� i� 8xpirnttpn Dato 1� HEIOHT HEIGHT � '� • 'P ; JJ ���'�•'��GENS� F ' 10/10/11 2010 FBC NOTE BY ��.� '•* i Rovh�d By: Dolr. Ravlelonr �M�om Dade Product CAUII' / / = -k j Ko.58705 '. ��f ��� � GENrERAL NOTES&ELEVATION J ROSOWSKI // � � // ;-�`�.���It �i ��P . STATC�F ;��_\ eau��ure PROVIEW/IXiIEL MCH70PPROYI2W/0RIP1 M�IIISTOPE�l1ALLf1E %O�'•,, F��ry�pP.•' G� 1070 TECHNOIACY DRNE Tillc ' Dofr. ., �cs ..,,..•• ���� N. VENICE. Fl.aavs SINGLE HUNG WINDOW INSI"ALLATION 05/11/11 ' ��i�IS��NA����� NOKOMISOFL�34274 ` �������� Se�lee/AlodeC Scala: Shut: Drcwing No. R6v: ALYNNMILLER,P.E CERT. OF AUTH. �29298 SH�ZOO NTS 1 OF 8 MD-SH2O0-01 A P.E.p 68706 TABLE 1: TABLE 2: s Monolithic Glass Types 1'RODUCf REVISBD Meximum Design Pressure(Ibslft)forGlass Type A, Fin&Flange Frame nywmplyt�withlhaPlarldu Wlndow - Sesh Helght� A 1/B"Annealed nullelt�ecoao Helght� �see Flgure A,lhis aheet) Maximum Window Width� B 1/B"Tem ered nc«rianuNo 1-IDI 1Q p E trc�ionDato o�(a 1B-1/8" . 28-1/2" 33" 37" 41" 45" 49" 53-1/8" C 3/i6"Annealed 23" 11-9/18"(Equal Llte) +55.0 I -90.0 +55.0 -90.0 +�5.0� -90.0 +55.0 -90.0 +55.0 I -90.0 +55.0 -90.0 +55.0� -90.0 +55.0 -80.0 Mlwn' ada Product Canlr - D 3/16"Tempered under 1&8116" +55.0� -80.0 +65.0 -90.0 +55.0 -75.2 +55,0 �65.5 +65.0, -57.3 +5�.2 -50.2 +44.8, -44.8 +39.9 �9.9 E 1/4"Annealed 37" 1B-8l16"(Equal Llta) +55.0 •9D.0 +5fi.0 •00.0 +66.0 -84.2 +55.0 -74.5 +65.0 -88.5 +55.0 •81.0 +55.0� -67 7 +65.0 -65.0 F 11q"Tempered o�er 18•9/16" +55.0' -00.0 +55.0 -90.0 +55.0 -75.2 +55.0 j -85.5 +55.0� -57.3 +50.2� -50.2 +44.8� -44.8 +39.9 -39.9 under 15-7/8" +55.0 -80.0 +55.0 -87.1 +55.0 -73.4 +55.0 -63.8 +55.0 -58.8 +50.0 -50.0 +44,8 -44.8 +q0.0 -40.0 � ` �Q 15-718"thru 19-3/16"� +b5.0 -80.0 +55.0, -90.0 +55.0 -78.7 +55.0 -68.0 +b5.0 '-58.5 +57.1 -51.1 +45.8 -45.9 +41.3 -01.3 7ABLE3: � 3e-3�a'� Insulated GlassT es O tl o 0 19-�/4"(Equal Lite) +55.0 -90.0 +55.0� -90.0 +55.0� -82.7 +65.0 -728 +55.0 -63.5 +55.0� -b7.9 +54.2� -54.2 +51.6 -61.6 Yp o�ar 19-1/4" +55.0� -80.0 +55.0 -87.1 +55.0' -73.4 +55.0 �3.8 +55.0' -58.8 +50.0 -50.0 +44.8 -44.8 +40.0 -40.0 4 1/B"Annealed,1/4"Airepace,1/8"Annealed �'p � z N under 19-9/16" +55.0� -81.5 +55.0 -72.3 +55.0 -61.3 +55.0 -55.3 +60.5 -50,5 +45.8 -45.8 +420 -R2.0 +38.7 -38.7 H 3/16"Anneeled,3/16"Airspace,1/8"Annealed � � � O �� �5„ 19-9l18"thru 22-b/8"� +65.0 -80.0 +55.0 I -87.8 +6b.0� -74.0 +55.0 �fi4.3 +55.0 •50.8 +50.1 I -60.1 +44.8 I -44.8 +q0.0 -40.0 � 1/B"Tempered,1/4"Alrspace,1/B"Tempered Fq" a d 22-8H8"(Equel Lfte) +55.0 -90.0 +55.0 -80.0 +65.0 -78.8 +55.0, -88.1 +55.0 -58.5 +51.1 -51.1 +qg,0 �48.0 +41.4 -41.4 .1 3/16"Tempered,3116"Alrspace,1/8"Tempered W �j �� o�er22-9118" +55.0 -81.5 +55.0 -72.3 +56.0 -81.3 +55.0 -55.3 +50.6 -50.5 +45.8 -45.8 +420 -42.0 +30.7 -38.7 � � � under20-1/B" +55.0� -71.8 +55.0� -82.8 +55.0� -55.4 +50.3 -50.3 +45.9� j15.9 +41.7� -41.7 +38,9� -38.9 +36.2 -38,2 � Z O 20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.0 -82,5 +55.0 I -89.,5 +55.0 -81.8 +55.0 •55.R +q8.3 I -48.3 +qq,8 I --04.8 +40.0 -0D.0 FIGURE A:SASH U > 8 N 49" 24-8/16"(Equal Llle) +55.0 -80.0. +55.0 -80.0 +6b.0 -78.4 +55.0 -88.5 +55.0 -57.8 +50.4 -50.4 +46.0 -45.0 +40.1 -00.1 CRO9SSECTION �0 � Q O 'v5 (WITH MONOLITHIC owr 24-8/18" +55.0 -71.8 '+55.0 -82.8 +55.0 -55.4 +50.3 �50.3 +45.B� -46.9 +41.7 -41.7 +38.8 -38.9 +36.2� -38.2 GLASS) x Z � Z � under20-13/18" +55.0 -87.8 +55.0 -59.9 +53.3 -53.3 +q8.5 �48.5 +q4.1 -04.1 +40.2 �0.2 +37.8 -37.8 +3q.B -34.8 � �~ � Z 20-13/18"lhru 2A-11/16"3 +55.0 -68.8 +55.0� -80.3 +55.0 -87 7 +55.0 -60.8 +5q,2� -54.2 +49.0� -49.0 +44.2� -44.2 +40.0 �-00.0 I � � � � -50-51 " 24-3/4"(Equal Llte) +b5.0 I -90.0 +55.0 S -90.0 +55.0 -75.4 +55.0 -85.7 +55.0 -57. + . . + , . , . � � owr243/4" +65.0� ,87.8 +55.0 �59.9 +53.3 -53.3 +q8.5 -08.5 +44.7 -04.1 +40.2 -402 +37.8 -37.6 +3q.8 -34.8 � � � n- = O under 24-15/18" +55.0 -68.0 +43.8 -03.B +41.9 -4'1.9 +39.1 -39.7 +38.0� -36.0 +32.8 -32.8 +30.0 -30.0 +Z7,8 -27.8 � � z J �qgqg 2 24-15/18"thru 30-5/8"3 +55.0� -75.0 +56.0� �8.0 +55.0� -57 4 +51.8 i -51.9 +47.4� �d7.4 +43.2� -d3.2 +39.8� -39.9 +37.3� -37.3 SASH � g�" VISIBLELIGFiT � �� � �� ' 30-9/18"(Equal Llte) +55.0 -87.9 +55.01 -75.8 +55.0 -68.8 +55.01 -58.7 +63.51 -53.6 +48.7 -48.7 +43.9 1 �13.9 +39.8 -38.9 HEICHT HEIGHT � '� � QW �� o�er30.8H6" +55.0 -87.8 +65.0 -59.9 +53.3 •63.3 +48.5 -08.5 +44.1 -44.1 +40.2 -40.2 +37.8 -37.8 +34.8 -34.8 sASHHEIaHT-3-9118' , under 25-$!4" +54.7 -54.7 +41.2 -41.2 +40.3+ �40.3 +37.8 �7.8 +3q,g �4,8 +31.3� -31.3 +28.8� -28.9 +28.5 -2B.6 I ' „ N � 25•314"thN 31-5/8"3 +55.0 -72.0 +55.0 -63.2 +55.0 -55.7 +50.5 -50.5 +q8.1 -48.1 +41.9' �1.9 +39.0' -39.0 +38.3' -38.3 I � N N � 83" ` 31-9/16"(Equal Lile) +55.0 -83.9 +65.0 -71.7 +55.0 j -84.8 +55,0� -58.2 +52.4 -52.4 +47.9� -47.8 +q3.3 �13.3 +38.7 -39.7 � ' ��'��' '"' oeer 31-8/18" +65.0 -87.8 +66.0 -b8.8 +53.3 -63.3 +q8.5 1 -08.5 +q4.1 -44.1 +q0.2� �0.2 +37.8 -37.8 +34.8 -34.8 ���� � � under 28-3/4" +53.3 -53.3 +38.7 -39.7 +38.1 -38.1 +30.7 -38.7 +33.4, �3.4 +30.3 -30.3 +Z8,0 -28.0 +25.8 -25.8 ��o a o 28-3/4"thN 38-5/8"3 +55.0 -81.0 +52.0 -52.0 +4H.2� -48.2 +4q,0 -44.0 +40.1� �40.1 +37.0 -37.0 +34.1� -34.1 +31.A -31.4 �Z°'z 73" 38-8/�e"(Equal Llte) +55.0 -68.3 +55.0� -58.3 +52.1� -52.1 +51.5� -51.5 +47.0� -47.0 +42.7� �2.7 +39.8� -39.8 +37.0� -37.0 , ° � owr36-9/16" +55.0 -&7,8 +55.0 -58.3 +62.1 I -52.1 +48.6 j18.5 +q4,�I -44.1 +40.2 -00.2 +37.8 -37.6 +3q.8 -34.8 under31-314" +53.3 -53.3 +39.7 -38.7 +39.1 -38.1 +38.7 �3B.7 +33.4 -33.4 +30.3 -30.3 +Zg.O -29.0 +25.8 -25.8 \\���������3��i,� 78" 31-3/4"thtu 39"3 +55.0 -58.3 +48.0 -48.0 +45.2� -05.2 +41.2 -01.2 +37.9 -37.9 +3.{.8 -34.8 +31.7 -3'1.7 +28.5 -28.6 \` � �� � �ic ..........,. `J,L. 39-1/16"(EqUel LI[e) +55.0' $2.5 +50.8 -50.8 +46.3 -48.3 +45.2' -452 +q42� -44.2 +40.3 -40.3 +37 7 -37.7 +34,9� -94,9 NOTES v�' _ �:� � a 'Tip-to-tip olmensions for Hange windows shown.Far fin wlndows or 6uck dlmenslone,subtrect 1". 1)USE ThIIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH 11B' =�:�� o O O �t'Q� ,� � ANNEALED GIASS(fYPE A). _ ;y r� �,Z^�r. O�erell sash helght.Forclear dayllght helght,subtract 3-9116". :z N � O�4;O_?� 'Size range Includes the stenderd Pro-Vlew(3-oter-2 canfiguretlon)for the glwn Window Height. , 2)FOR S12ES NoT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH �J�;V o� "� ,:��z� OR FiEIGHT DIMENSION SHOWN ON THE TABLE. � a For.oterell sash wfdth,subtract 2-15/16"from lhe buck dimenelon. � '�2�' d ;.•�(��` � 's' ' p : %��,�N�;� ....p�\\\. '�����iii���`� � . , ,� � iNSTAL�ATION DETAiLS FOR F1N FRAMES EDGE r EDOE DISTANCE EOOE pISTANCE TYP.ANCHOR TYPE,EMBEDMEN7 AND OIS7ANCE 1/4'MAX SHIM EDGE - Epl3E OISTANCE PER SUBSTRATE,SEE � — � 114'MAX BNIM -� � DiSTANCE TAB!£B,7FiSS SFtEET TYP.ANC4iOft TYPE, EMBEDMENTAND EOGE 2X WOOD,SEE I NSTALLA710N �w��D,SEE NO7E 2,THIS SHEET Zx WQpti� DISTANCE PEFi SUBSTf2ATE, O NOTE 2,7HI5 OPTl4tV 5 ,�__._�—�--' EMBEDMENT — EMBEpMENT — 3EE N07B 2, 5@E TABLE 8,THIS SHEET. SHEET CURVE6 HEADER EOGE � 2X WOOb,7HSS SH@ET NQ(���(��-�A���(��.IQN C-C INSTALlA710N DIS7ANCE EDGE SEE NOTE 2, 8 � ANCHOR(5CREW) � �� DISTANCE �,7 THIS SHEET pg 41 2� THR6UGHTHEFIN EDGE � gD�E � i2 �1 �� EMSEDMENT OtSTANC6 �. DIS7AhICE { -""'��� � EMBEDMEN7 -- -- _ , � � 1IA`MA)(SHIM� 11q"MAX SHIM� 6 TYP ANCHOR TYPE, 3B EMBEDMENTAND tA@5" EDGEDlSTANCE 4 TYP.ANCHOR7YPE, �� PEftSUBSTRATE, • EMBEDMEh7TAND&pGE __ _— � SEE TABIE 8,THIS D(STANCE PER SUB57RA7E, 24- IFISTALLATION SHEET � 9@E TABI.E 6,THis sHeer. �NSTALLAT�ON --• OP710N 8 wsis�E se IN$TALLATION OPTION 5 � 32� �a INS7ALLATONANCHOR LIGHT QPT10N E lNSTALtATtON a� EXtERIOR {NAI4)THROUGH THE PIN NEIGHT Bi 3p STftAIGHT NEADER ANGHOR(SQREW} �-- Vf3I8LE tIGHT WiDTH � INSTALLATION ANCHOR THROUGH THE FIN � I 28 (SCREV�THROUGHTHEFIN BUCKWIpTH EGRESSFORMULAS (�QUAL-LITE� � 41 MULLIOIVSECTION WIpTH:BUCKWIDTH-3" OApE APPqpVED MULLION,MAY 6E HEIdHT:BUCK NEIGHTI2-5•13116' EXTERIQR � INSTALCATSO�J VERTICAi.OR NdR320NTAL MAX. 2'�5j" �7 OPTfON 7 tw'sNiM,see suasztuze Vt5IBLE LIGHT FORtvtULAS USE EI7HER IN3TALLATION PR�pERTIES,TABLE 8,THis sHeeT, , (EQUAL-LITE1 BUCK LATCH[#29)OR WIDTH .NEIGH7 32 BOTiRMLQGK �CHpR(SCREVi� (SASH)�BUCKWIDTH-4-1/18" i {ltit}.TE87ED THR6UGH TNfi FIPJ 'Sf4'MAX.SHiM WIDTH{F}XEp):HUGlS WIDTN-3' 35 UNIT LOCATION: �XTERIOR 6 NEIGHT{HUCK NEI�HT-8•1118`)t 2 � � � 8•5I8•PROM -- � WITH FIN g4 VEN7 END. 1t10 3TEEL REMOVED ' VlStBIE BELF-6ftIlllNG TRBIE B: LIGH7 7 SMS(G5} Anehor gubytryte Min.Edge MIn. HEIGHr �I 34 Dl9tance Embedment � � �j � 2-1t2"x_113°Hox NaS! P T.9oufhem Plrse(SG=,55} 112" ?-7tiB° � ex7�RI0R 8 2-1/2"x 131"Common Nall p,T.Southem Plne(SG=.55) 9/16" 2-7/18° f,-I., 2-1/2"x 146"Roofinp Nall P T.Southern Plne(S4=.55) 9/16" 2-7�18" 43 v P T.Southem Plne(SO=.55} 314" 1•3J8" 2.254° 31 20 ALUMINUM/S7EEL FRAMING OR STEEL Aluminum,6083-75 min. 3/8" 1l8" S7UD.SEE 8U89TRATE PROPERTIES, #10 Sleel SMS ScreW(G� TABLE 8,TNIS SHEET. Steel 5lUd,Gf.33 min. 3l8" 0.036 b NOTES� A38Steel' 3J8" '(f$" PRpDiSC1'RBVi3L'B'. ��� 1)USE 4NLY SUBSTRATE IMIMUM OP 3 TNREADS BEYONR 7HE METAL SUBSTRATE. as comptytivg wiih�Ix iimida � 1/A'MAX SHIM l 11 I I I M� l3uilding CoJo APPRCIPRIATE ANCHORS USTED Acce Ienca Nu ' �, 2 ON TABLE 8 OF THIS SHEE7. \��� NV 1.YNN M� �ii� Revfeed By: Oafe; Revlslon; P 'fYP.ANGH4R TYPE, .'�1-'"� ti � •• •' • .�j � L'x tea�ipn Dnta - //p FOILOWEM8E4MENTANDEDt3E � ��' ' • c�' � EMBEDMENTANDEDOE E04E DtSTANCEUMiTS.ANY �P��.�' yI��MS� �. �Q f JJ �OJ�IOI�I�I NO CF{AIUC�E a DIS7ANCE PEft SUBSTRATE, "'„-�— DISTANCE INSTALLATION OPTION SHOWN �*� �'.7I' %� Ravfr�d By; Dato: Revfefan: Mimii ade ProJuctCort SEE TABLE 6,THIS SHEET � MAY BE USED ON ANY SIDE OF THE ., No.58705 EDGE WiNDOW. " ' '- OISTANCE � (�{,. * jk.,- �t ttencApftan: INSTALLATICJN =� : aro"��': 2)2XWOODFRAMINOOR6UCK, ��•, c�rQ�i :�cu~ . FIN FRAME INSTALLATION bE7AILS J ROSOWSKI OPTION B — EMBEDMENT ' � �-1@"THICK OR 6REATER. � � • STATE OF ' <C/„ lNSTALVITION AtdCHOR pX W44D,SE£NOSE 2,Tt{!S SHEET %'r�+'' FLORtPP.•'����� 1070 TECHNOLDGY URNE nee: (NAIt}THR4[1GH 7NE FiN , 3}VISIB�E LIGHT WIDTH OR HESG!{T ��� � N.YENICE, FL 34275 tAt �A1 Oata: OAPENINd)SMEA UREDFqOMGHT 'SS�ONAIt����` NOK MIS�FL�34274 �`NGLE NI.JNG YYII�DOvY JAESTA�LATION �.�'jj�'�f'�'�� A.4YNN MILLER,P.E SeBea/Alodel: 3cple: Sheef: Drow7nq No. Rev: VERTICAL SECTION D-D BEADINOTOBEADINO. p,E.q88705 CERT. OF AUTN. �J292g4 SH-200 NTS 5 OF 8 MD-SN200-09 A ��lorida Building Code Online Page 1 of 2 .�_ • - , .i:;t�e;.:.i.`:, ",c+,f�:,«�f>:.&`-'�,,;GC"���Y-��:=���';-�",�y*r•--���;s,.x�� ` �`�_� -r-�` _ - - ..t.t�aYi�:"3?'�''-�-s;-yPV:� :."�::a�s:�, _`'S:; -':.�,*:_+r% �Yr,, ;�:. �:arY;.'�.�;Yr.`:<.,':=a.'- i.,'^yrr,_LL-�.�-���.Y*. �',y. �.�;? _.�rw:: ..r,� �3•' i;'�t',;<`�z'�; .:`�y*�'<`,�'';�o,.'.�';im.�,,?.��:��'r'�b�'^ir„--7 w; iiF'��+���'-« ' �:�i;"°�',..; ,:�ks._I�xa-��'�,''��3-.; _>�r�...��n;#`�"°:a+,�:a3^- •'-s. ':i. '-.t c_4. =;i�;�� � - .+.�r�:,..,.�'rq.-.i'�1it:�'i.��.,;r:�!§`:�=..t:1zi�.�«.:'.�:S;�.fi: �,>.:�:.:Y;'�sy;�;=�:;a� ' F,j;[� �-_ "?"q�� � � .,�.,F.iit �„�, -'�i �° .-F, �'- - :�:`�':�=:�. ...�a- � iay�3d;,•�� =ic' �:�'���Y: 4 y, i .'^:�st�'PkA� -vn't:_ i;,.�^_�^u.,,Y:,:.,`4.ks �r i�✓r.:s: .:�:;2fe!5�,,'L r�sc. k;Ft , p t . .�;s. , `� �: <v%..:ri" .-3. I..y- `C°:' ° (T�, +` "`�" �, 'Fii'���7�� ��y'.L, p¢ t � #f T�.v, �"'ds"+R9.'f�r 7'.__ ,y.c�'.'�. ..�.._"�� __. . ���.,P��� �� ���v e � 9 0 , t.,f". �::�_ Y�� - �^; _� ' ` '�..� ���� ,-=s°: ��:;�. ,�.€_ �,.�� +�'4.�.:"=a±:`��=?���...�`r.�`�i�a2'S''Fq;g;=!iC<'i`";'�-..-0`''t:.#.`_k.-�::.`:.+i:u.:�d?�:� --_,,.::�5,','r`�,r�;,{-:;.,?S:;x�.�<:._:t:: [�i,�!�-��+;- �k:.�-,'z } �. 'x ..rcy,._T: _- _ r�.°:.,�-� .�t_.r �>w.=. L""""�'"." _ =�uir:tt'o�:..�nJ`� :1.. Florida Depa�tment� BCIS Home Log In User,Registratlon Hot Topics Submit urcharge Statr&Facts i Publications ;FBC Staff BCIS Stte Map Ltnks 'Search Busines ��;� ��.�, Professi��l ��_�` ��� Product Approval �J, USER:Public User Regulation �" . Produd Aooroval Menu>Product or Aoolication Search> Iic ion LI >Application Detail �.�,�� m�,������� FL# FL161-R4 ���'�����,,,,� • ;�`�f,�����a�i��'�'�"��'��;.� Applicatfon Type Revision ,���, a:d.��,����};;'"� Code Version 2010 �p "���""�-�"'"y`��� Application Status Approved Comments � Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre � mlafevre@cws.cc � Technical Representative Brian Tenace � Address/Phone/Email 1900 SW 44th Ave. _ _ ' Ocala, FL 34474 , (352)368-6922 Ext 291 � btenace@cws.cc Qualfty Assurance Representative ]eff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 _ (352) 368-6922 Ext 221 . � jthompson@cws.cc Category Exterior poors Subcategory � Swinging Exterior poor Assemblies Complfance Method Evaluation Report from a Florida Registered Architect or a�Licensed Florida Professional Engineer � �' Evaluation Report-Hardcopy Received - Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florlda License PE-58201 . Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/O1/2014 Valldated By Steven.M. Urich, PE - - Validation Checklist-Hardcopy Received Certificate of Independence. FL161 R4 COI EvalReo CWS-176C lGuardian Doorl.odf Refereneed Standard and Year(of Standard) Standard Year AAMA/101/I.S.2-97 1997 ASTM E 1300-04 ' 2004 � , � Equivalence of Product Standards - , " http://floridabuilding.org/pr/pr app dtl.aspx?par =wGEVXQwtDqvyf4ngAXh1045csMG... 4/5/2012 PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTREQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT 37.250 EDITION. � OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 36" 3.CONFIGURATIONS: OUTSWING,LEFT OR RIGHT HINGED. FRAME OPENING , 35" 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR DOOR CORE ANCHOR DETAIL.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. A 5.DESIGN PRESSURE RATING(SEE BELOW): - ' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TA6LES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTNE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ' 7 518„ HINGE 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. . 37 1/4 i 8.REFERENCE TEST REPORTS:NCTL-210-3251-1 , 81.000 i � OVERALL -- 9.'IX OR 2X WOOD BUCK OR STUD FR,4MING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. HEIGHT BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-TS I z2" ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045" STRUCTURAL INTEGRITY OF PORCH ENCIOSURE TO RECEIVE APPLIED HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. SO" B I � - FRAME , ' OPENING HEIGHT 4 7/16" � � - i L I - � DOOR i � CORE � DESIGN PRESSURE RATING I Z?" ±40.0 PSF HINGE 7 5�8" , , HINGE C UPDATED PER 2010 FBC 10/17/11 TEF A � LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 `,����`PNpREIq�'T�.,�� '' �.•�°;:•�c E N s•:��Q'� �' „`,. ���%!'�`0!?Z G � F' '✓ y � ^^nN7NDOiVS&DOORS TABLE OF CONTENTS �v t No 5820� ••�:��: 1900 SW 44TH AVE. GENERAL NOTES. .,...... 1 'ir� * ;*_ OCALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES. ...2 bc+eATumer,P.E 2011-1 7 30 19:04-05:00 X� .ro: ;a= �T�E. GENERAL NOTES GLAZING DETAIL. ..... .... .3 :9�, STATE OF :�� ERIES: RAWNBY• ATE: SECTION VIEWS.... ....4 i�.c�'•,•� ��+ 1000 ADE 03/13/200� EXTRUSIONS&B.O.M. .....5 PROPPoEfARYANO COf�FIDENTI4L I II3O/11 �i��•.L p R�O Q'��_� ,�ODEL. SCALE: WG.NO. ' INSTALLATION DETAIL......... ••6-� WINDOWS S EMS INGANYREP ODUC�NWPARTORASAWFiOLEWITHOUTTHE �''��S�ONA4E�+���` GUARDIANDOOR NTS CWS-'I�B � WRITTENPERMI9SIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. �f/������{tti��, EV.LETTER: G+ HEET' ��F�• �I �r I � , � k t . ` INSTALLATION ANCHOR,TYP 12 3/4" MAX.O.C. (SEE NOTE 2) 6" MAX� I 6" MAX. _ � 1Z MAX O.C. D � � s ' 7 H E INSTALL TWO#10 ANCHORS THRU . � 6 STRIKE PLATE AND DEADBOLT STRIKE I , INSTALL ONE#10 ANCHOR THRU PLATE INTO SUBSTRATE(SEE SHTS 6,7) EACH HINGE INTO SUBSTRATE i (SEE SHTS 6,7) NOTES: . I 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE I GREATER THAN 1/16"IS PRESENT GLAZED WINDOW FRAME 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. � (SEE NOTE 7) 4.-3/1 1VRY-RNCFtORSNitlS�6F-SUfF1El v'�—l+�adfJ:EMBEBMENT 6F�114'=1N�F9�VlASAN THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2",IN ANY DIRECTION,SHALL BE ACHIEVED. 5.#10 WOOD SCREW ANCHORS THRU FIANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDNIENT OF 1 1!2"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 5/16",IN ANY DIRECTION,SHALL BE ACHIEVED. 6.#8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCKIDEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. c F EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK. A MIN.EDGE DISTANCE OF 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. g � 7#10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE IN TUQE FRAME INSTALLATION. 8.GLAZED WINDOW FRAME ATTACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT ANCHOR LAYOUT-(FLANGEI NCTL-210.3251.9 ALL GLAZING IS TEMPERED GLASS ONLY 9.SEAL CORNERS WITH SMALL JOINT SEAM SEALANT 10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR , MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. � UPDATED PER 2010 FBC 10/17/11 TEF 11.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCns A.7uRNER,FL P.E.5e2o1 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 12 A.WOODTMINIMUM S ECIFIC GITRAVITY OF G=0.55(SOU HEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ``,����,PysOREt�.'���,��� ,� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. `�J���:��G E N 5�.��Qy�' :: ,,,r�ND�ORS C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GR,4DE N,TYPE 1(OR GREATER). �� ti�� No 58201 �:�� 1900 SW 44TH AVE. D.ALUMINUM-6063-TS(OR GREATER) �.�.� t.�.� OCALA,FLORIDA 34474 13.SEALING AND FLASHING STR,4TEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE ^'a= * ;q� �TLE: :9�, STA7E OF .�u: ANCHOR DETAIL 8 NOTES WITH THE CURRENTVERSION OFTHE FOLLOWING REFERENCE DOCUMENTS: .Q. � ��; ERES: RAWNBV' ATE' 03/�3/200J FMA/AAMA 100(FIN W(NDOWS),FMA/AAMA200(FLANGE WINDOWS),FMA/WDMA250 HBOFORMADONVCOMPJNEDOINTHISDRAVJIDNGISTHESOLEPROPERTYOFC�USTOM '����S�C�R�OP•�\�, ODEL. 1000 SCALE; ADE WG.NO: FMA/AAMANJDMA 300 EXTERIOR DOORS. ` WRITfENPERMI5510NOFCUTOMWINDOWSYSTEMS,INC.ISPROHIBI7EDHOUTTHE '�J��S�ONAi�`\��,` GUARDIANDOOR EV.LETTERTS HEET' CWS-'I�B C 20F7 � 1 3/8„ , 1 1/2",MIN.EMBEDMENT MIN.EMBEDMENT [E] 5/16" MIN.EDGE DIST. �p� 'v ' v 'v ' v •o •v SEALANT BETWEEN BUCK AND OPENING I�] ` ' � 'v, ° • � 8Y OTHERS 2X WOOD FRAME/2X BUCK INTERIOR J°o ' p • v' 'p BY OTHERS �/4" MAX.SHIM CONCRETE OR MASONRY J � � � � 5/16" MIN.EDGE DIST �A� r[B] OPEN.ING BY OTHERS. [D] INSTALLATION ANCHOR, #10 DIA.WOOD SCREW INSTALLATIONANCHOR, � ��Z�� ANCHOR. #10 DIA.WOOD SCREW 7/4" MAX.SHIM MIN.EMBEDMENT [Dj ��� ANCHOR. �B� \ [D) 2X WOOD BUCK/WOOD FRAMING ' BY OTHERS SEALANT BEHIND FLANGE �'4] m BY INSTALLER. DOOR FRAME z�'•t'��� INSTALLATION ANCHOR, HEAD 1/2,� #8.WOOD SCREW THRU HINGE (MIN.EDGE DIST.) [E] EXTERIOR FINISH (1 ANCHOR/HINGE) [E] � sY oTHERS. EXTERIOR 5/16" MIN.EDGE DIST [D] PERIMETER SEALANT BYINSTALLER. 1/4" MAX.SHIM [B] �E1 HINGE SIDE DETAIL _ � 6 yCWOODBUCWWOODFRAMING 1 3/8" MIN.EMBEDMENT [E] ' INTERIOR ' 2X WOOD FRAME/2X BUCK BY OTHERS. � [A] EXTERIOR INTERIOR #s woo SCREW(?J STRIKE AND DEADBOIT STRIKE. [E] DOOR FRAME ° I 1 1/2" ^ SILL ' MIN.EMBEDMENT D —-_ ��— [ ] REFERENCE NOTES: �'j; v: 1/2�� EXTERIOR (MIN.EDGE DIST.) [E] [A]sEE NoTE 9,SHT I. [Bj SEE NOTE 283,SHT 2 INSTALLATION ANCHOR, [C]SEE NOTE 4,SHT 2 3/16"DIA.CONCRETE INSTALLATION ANCHOR, [D)SEE NoTE 5,srir 2 SCREW ANCHOR. #10 DIA.WOOD SCREW �e]sEE NOTE s,sHT 2 I�) PERIMETER SEALANT ANCHOR. BY OTHERS. ��1 SEAL OR SET SILL IN CONCRETE OR MASONRY GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH , (SEE NOTE 7,SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10/17/11 TEF PERIMETER SEALANT LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13l09 BY INSTALLER. ' ��1 LOCKING SIDE DETAIL , 6 7JCWOODBUCWWOODFFNMING `,�����Pr�pREi�r�T4��� o� • : ���Gt'Q�Ql�Lt 1 1/4" MIN.EMBEDMENT�_ o ,° ��jV�`'•�'\G E�SF('���� " ,;':�NDOWS&DOORS ' �v; No 58201 :1�: 1900 SW 44TH AVE. I�1 • . �' �,y.; ;y.: OCALA,FLORIDA 34474 �° o° � •° �° o°�-CONCRETE OR MASONRY �,n: '�` �q� ITLE: BY OTHERS. ' zZ INSTALLATION DETAIL-WOOD i S�• STATE OF .�� ERIES: RAWNBY� ATE 2 1�2�� MIN.EDGE DIST ��,�•,.,� •w� 03l13I2009 [C, � CeVERTICAL SECTION TME INFORMA710N CONTFUNED N THI DRAIMNG IS THE SOLE PROPERTV OF CUS10M �'��S���R�Q P1�G���+ ODEL. �OOO scn� : ADE WG.NO: 6 ' WRITf NPERMISSIONOFCUSTOMWINDOWSYS7EMS,INC.15 ROHIB7EDHOUTTHE �i��S�ONA,1�1"`,�� GUARDIANDOOR EV LETT RTS 'HEEf' CWS-'I7F) C 60F7 . y i ! I J. , d. . I Florida Building Code Onlzne � � Page I of 2 � �` + vY,iti:' °.T9;r°^_ _ 't:i.�t^[�`�.,t«��r+�*��s��u_�L7yH f!T�t;,. (y�m.;axv-.wrzs.vww, —�r � �`��� ���'�'�''1�. y :I-�' -"z'A_ �.i1.'i�': :�F^-..= :a�}": ^.:"�,. '^�..'Z""^u«�^_.•��imi� � � e� ,�� :i��i�''c'.i iFt� :if��y�.. � ' _�"'i m.:Y',:^'�'�' - «�,'�.�`; .'"4i�C,tjjd.r✓5i'Y�'::Y}3'y.i �.�_.q�[':-`�.'�' vai'{t+ �'�fi'� �Y�y.�i:`kS''a`•SY t��:w'�� .a..�°. `fi"...:-n. s_E:�'4•. ,t�". ..�xs��_�. `:'r+�a1-*: - �'-;e'd,<J:�;'.i��? ,�,t�r:r,s?: �:�;.,:,�:.,:��.; �,...,�:,�*" 'i�� �t� } '::�''t4yri+�.,�.� 'r'=� ;`�v r�s�.�zs,a.i ;:':;"?;;Lh•^' -— '�'A;�'y=- ,rx>-'_ ='�.'a'^.ea;�'j�j�j/ - �;.i. �ia:t'�.,,:,J: � � 4 - '- .sr � 'd.� ..��..:i:A:`;:,,',"u,=. !?zii-'�+id_?it a„ :t,.n 3�:�r�;r'tr;_y,;`'s;t�42:C_s=:J,,.,?�,y.. u��k'�:�.:. .i`:.'�x�'�' ��.:7.5<,',4!�i.`y�'" �.'�`..a=9;1 'i C . r4,E,:+ ..� �T�'��r 7' },�s. 'Y s � `S �k' � - _,.,.s '�h �- .c.:�� �� `�s `�4a g�, v �y ,}d�i�� pLv r� �s °4'� y sa:���[fi",��`.ss;r,',�r.�r;�ter���.��_,,:.�i:,�� _��k.�l S�'"l�`�, ;�'��i.w..�4�'�r,;. ;�+' ;`�.n _ .. c� � � '+�a h �-�+ �w } 4 . , .Y.w� i . �.� ...�. �3; �"t.:�a��.'..'! C,� 1 I, J-f� 'k"YP"'..` t .�4x+ 'i� � 1,._`rh�, e ... : � ,.�r�q�.yy�y�.�y i -• 'a-..3.:i'a4.c..4 ...• ....,.. ......: �" .ea„d r...u..o.-�..t._..ii�`a �:"• f ^ '-� 1 +.'�',+�1 'k'fF11��5�'�'t/ Y � � Florida Departm:(lt�' BQS Home Log In User Registration Hot 7opics Submit urcharge Stats&Facts �Publications FBC Staff BCIS Site Map Links Search B�SIneS �} -.- � Professi��� �-``' °'��Product Approval {-T :: .�s USER:Public User Regulation �,', '�y�j� Produd Aooroval Menu>produd or t,�olication Search> lic i n LI >Application 6etail , _.�--:. :', , a��°�w����t.K^^�ct�°_,; FL# FL331-R9 �s :+ �.xi°� �����'�4F;2""+� ����.,�-�a,�=;;�r�.'-',:�`, Application 7ype Revision -k�;�?�;.��i Cade Version 20i0 '���� � � r.��. .a, t w,^�.:;ry:`i,':;r: "`'�'u'�"�'"�"`'"�` Applicatipn 5tatus Approved *Appraved by DCA.Approvals by DCA shall be reviewed and ratifled by the.POC and/or the Commission if necessary, Com ments Archived Product Manufacturer PGT Industries � _ Address/Phone/Email 1p70 Tectrnology Drive Nokomis,FL 34275 {94f}486-010� Ext2231& druark@pgtlndustries.com Autharized Signature Jens Rosowski - jrosowski@pgtindustries.cam - Technical Representative Jens Rosowski � AddressjPhone�Emai! 1470 Technalogy Drive Nokomis, FL 34275 � (941)486-0100 E�21140 - jrosowski@pgtfndustries.com Quality Assurance Representative - AddressjPhonejEmall Category Exterlar Daors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated ey, Steven M. Urich, PE ��� Va[idation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year � AAMAJWDMAJCSA 101jI.S.2JA440 2Q08 Equivalence of Praduct Standards Certifled By • Product Approval Method Method 1 Option A http:/Cfloridabuilding.org/prlpr_app_dtl.aspx?param GEVXQwtDqtsZzB6Yv°l��bq�Wdj:.. 412512422 � t, •, j GENEFtAI NOTES: � AMCHOR LdCATIt7NS&SPACIN� , 1)THE ANCHORAGE METHOOS SHpWN HAVE BEEN DESIGNED TO ��________ II 37-3/8°OVERALL MAX. �-�73-3/8"OVERALL MAX.----;� COMALY WITN 17-lE FLOftIDA BUlLDING COOE FOR THE OESlGN 36"BUCK MAX.{2-BAR) � 72"BUCK MAX.{Z-BAR)-�11 PRE$SUftES!_ISTED. � }- ..�_.._ �-�_._ � 2)WOOD BUGKS OEPICTED AS 1X ARE LESS THAN 7-U2'THICK.1X �M��n I �M�p,)(6� � I WOOD BUCKS ARE OPTIdNAL IF UNIT IS{NS7AlLE0 DIRECTLY Tp $p_��j�g• SOCIO GONCl2ETE.WC}OD BUCKS DEPiGTED AS Z?C ARE 1-112"TFitCK 6ft � SN dR PW � �--� SH OR PW $H QR PW GREATER.ATTACHMENT METHOCI OF WOqD 0UCK5&HAIL BE DONE 27_��2„ WSERT �p°p/,v(, a M��' � tNSERT INSER7 $����1�� i . 27-112° OVERALL aY OTtiERS. MAX � MAX. MAX. 3}SEE 7A8CE FOR MINIMUM ED6E OiSTANCE FROM CENTER OF � _ // o $�E $0"BUCK � � 0 80*BUCK �! ANGHOR TO SUBSTRATE EOGE(EXCLUDtNG FINISH OR STUCCO). � NOTE M� - MAX 4J SHIM EACH ANCHOR LOCATION WWERE THE PRODUCT IS NOT � A (Z-BAR) /� �� �� (Z-BAR) FLllSH TO TNE SU6STRA7E,USING SH2M5 CAPABLE OF � 1t �1 7RANSFERRIN4 APPLtED LOADS. �,�„M� 5)ANCHORS SNALL'BE COATEO OR CORROSION RESISTANT AS � � ,_.L � 1ti i�* APPROPRtATE F4R SUBSTRATE MATERIAL DISStMiLAR MA7ERIAI.S 12-518" ��� v SNALL 8E PRO7ECTE0 AS RE�UtREO TO PFiEVENT REACTIOhlS. " - ___�,_„_ MAX. ALUMINUM SHALL BE PRQTECTELI FROM DISSIMILAR MATERIALS AS M�� i i SPECIFIED IN FLORIDA 6UILDING CODE CHAPTER20. ���¢�/g•�� �3-15/16" 1A-7/8"� � �g^ � 3-15/16" NAX. M�' MAX. MAX. NfAX. 6)ADHESIVE SFALAN'f SHAtI 8E USED BETWEEN SUBSTRATE ANR 6'-8'HI SIIVGLE pQ 6'-B"HI DOUBLE fSCX) �� FLANGE OR FIN. OVERALL SEALINGlFLASHING STRATEGY FOR WATER �� ' RESISTANCE OF INSTALLATION SHAl1 BE DONE BY OTMERS. � 7)MATERIAI.S USED F6R ANCHOR EVALUATtONS WERE SdUTNERN 'r ���''''37-318"OVERALI MAX. �73-318"OVERALL MAX.�-►�� ` PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS f IF��----- II 36"BUGK MAX.(Z-BAR) �IH-72"BUCK MAX.(Z-BAR) II COMPLYING WITH AS7M G90.GLAZING COMPLIES WI71i ASTM �___I � � ��3oo-oa. • 13-1116" 13-9118" NOTE A: Rt,q}(. Mp}{. FACF W -. . . ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR ANCHORS ARE OVERALL 96-11/16" WAS USED FOR TtiE EVALUATION OF WDOD SCREWS. REQUlRED (NSEftT Za_314�MAX Mj� 1NSEftT lNSERT QVERALL ' WtTHIN 3"OFTt{E MAX. 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED�N THE CENTERLINE OF �I TA6LfS,ALWAYS ROUNp UP TO THE ND(T LpRGER VA4UE. �NE�HOA�NDI,E -� 72_,�`�„ ^-r-- - 96�BUXCK � ,{ DEADBOLT. MRX. 23-5/8" t 23-518" (Z-BAR} 7neLEi: MqX. o SEE MAX o AnchorType Substrata Mta Edge Mln. ! // NOTE s�.SUCK // �j Olsl Emhedment -�— �A M� � O� Wood(Southem Pine) 9116" 1-3IB° � (Z-BAR) #f2 Steei SMS Sleel Stud Gr 33 318" ,045(18 GA) 2�"jyq}(, � � Aluminum�8083-'C5 3t8" 1t8" Bteel,A36 31B" 118" ��^ � � � � '12-5/8" 1/4"Masonry Concrete 1" 1�l8' MAX. � M�• /+�ch� HoiirnvCMU 2-it2" t-tt4` � 1 _ 3-i5116" 14,-718" � (�,�6° 3-15t16" , � �14-7t8"I_ � � I � NOiE:FORALLMETALSUBSTRqTE5,5CqEWEMBEOMENi61iALLBEMIN.97HREAUS M�(f� ��^ M� MAX. MAX. MAX. BEYOND WSIOE FACE OF MATEqIAI. B'-�'Hl SINGLE(X) e'-0"HI DOU6LE(� TAB�$2: �ttittt As7osrodCon4 uretions t� Y LYNN �i °°`nej O°` WbM� ' ��OP1N"°�0�"Q'41U°"�'"'RD ' 0 �.,��,���N..•^••. �%(���i J.ROSOWSKI 09130/71 ALUMINUM6063T6 ��,���°`� Marz,Nom. Swing DP CertiflmNan � •4�GEMSF'•.tr � ,vm�xia�r�urr.nvr+o�z�w+a�'rt� Size{u�} �Onfigvration DSrection Ftame Typa Sill Type {ASF} Number Glass . P:� ."p � , ��w�+sccae��x � *�. No,58705 * '°�s°Y°�'m"a`m� 38x80 3ingte(� Oul-swing Z-batl6ox High(bumper) +/-SO 19(Y789,791 � , - 36s96 Stngle(� ON-swing ZrbeABox Medlum(6umper) +/_35 �79Z Mia 1/8" ' � _ � �� 72x96 Doubte()OQ Out-swing Z-bartBOx Medium{bumper) +t-35 Temp., � � tp �0707EGNNOIOGYDRNE � Mcrro.or t.6. '��. '�1 jl ' � NOKOMtS.FL 34275 36x96 .Singta{7p puUtrrswing z-�freoX Law(saddiej +r-ss ,793�� ,o,�•.. s rE F ,,•�, ��G��aFAU7H.:29286 CABANA pOOR INSTALL,ATION 72x96 poUble()0() OulAn-swing Z-badBqz Low(saddle) +/-35' '''�'C�S �FC4R19P' C?��� A.Lynn Mlller,P.E. � '�` � °iv""°�'' a"' •umtted weter(Water tnfi�tration Tested at 0 psq. '{�S�ONAL�N'� P.E.#58705 CD•290 N7S 1 of 3 1043ff11JR ' ., INSTALLATION WfTH Z-BAR FRAME � EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE� PadH Descdptlon ' 7COSP I.pok Slnke Plale EPGE SU T E sFUnu SUiker Backing 71a1e DISTANCE 7cosroe oeedborts�nheP�ete SUBSTRATE SU T E EMBEDMENT �ests7�s naa2z.�7srRFl.S,S. SHIM OPTIONAL � 4UBLOK LakSupponAasy. aPTIONAL SINGLEHUNG EMBE�MENT 1— 7e3aFw Ees,JSOPh.FLSMS OUT-SWING INSERT � O �OOp 7CDSP Lxk SIAke Plele(Aclhe Skb) SHOWN ' SHOWN BFLAThI Slriker Backing Plale(ACthe Slab) , SHIM SHIM 7WSPDa oeaUhollStnkePlale(ACthe5lee) OPTIONAL OPTIONAL 7B516J6 �C&72 a.775 Ph.FL 5.5.(Ac(he SWD) �OUT-SWING INSWING scopu.tw RlmFOaminseA-aale' SHOWN SHOWN 7�EAD oeadmwic�ot(acthe� 71(N09a Kno�Sel QnacO�e) 7COKLOK� DeedhpiUKnp6•PoIISAeG Brass(Adhe) � , 709LKB Oouhle LaNSOI a a B937JW Hinge 07704 Hinge Pln Cap EXTERIOR EXTERIOR 4��a5 Hinge Pin Bwmrg EXTERIOR O Z-BAR FPAME. ' ' 77oo�Dnt Hhgo Pin � JAMB INSTALLATION � � ' M45 'HNBe Rh¢I (DIRECTLY TO SUBSTRATE) , 7B3aFPiW #e x.750 Ph.FL TEt(SMS ' SUBSTRATE �x WOOD SHIM OPTIONAL OPTIONAL ' FIXED LIGHT� FIXED LIGHT � O O • INSERT INSERT SHOWN SHOWN Z-BAR FRAME. Z-BAR FRAME, OPTIONAL ' HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLYTO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN aoaQOOO ao 0 0000000 oo°oe 000°ooQO°o°oa0000°a EXTERIOR Z-BAR FRAME. OPTIONAL OPTIONAL OPTIONAL ����- JAM6 INSTALLATION FIXED LIGHT FIXED LIGHT KICKPLATE °oe000°0000 �o° o°o;°o°°o°oo° °o � IN=SWING (USING 1X WOO�BUCK) INSERT INSERT INSERT o000000°0�0 °o 0000000000 °°o° SHOWN `����$I�IAWN SHOYVN SHOWN o�o°o°o° � ``\����C�`l� .,n9/( ��i - �11�.•'��GENSE�'•!F'P �% � Q'' �•�C INSTALLATIDN NOTES: -k: No.SB7�5 I a a . a - � �: EXTERIOR EXiER10R EXTERIOR 1)SEE SHEET 1 FOR SPACING RE�UIREMEN7S. _ : %'�',�* • d' - �� (.L°�O� i 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. ��•, gTqTE?OFII •:� �I OPTIONAL OPTIONAL ' OPTIONAL 2" 3)MAX.SHIM THICKNESS TO BE 1/4'. �'�T�sS F�OR�OP��G�?� � SADDLE 1-7/16" BUMPER �i� ��NAL,,� o�.�Br• m� w�e neNau�no't mar�mvur� THRESHOLA BUMPER THRESHOLD J.ROSOWSKI 09/30l11 ALUMINUM 6063T6 �''6����^'Q`� SHOWN THRESHOLD SHOWN - ��°'�'���'�u xe.,aer. oms rbw� .vmewm�+�,wr.rrovaxtravofrws , SHOWN aa�uxrwreeusmoe�tma�N �nrraxu xrnua r+e twacssm wiarrov � �anssmcwN:rw�anua � p omopbc SlfBSF T / SUB SU�ST f070TECHNOLOGYDRIVE / / NOKOMIS,FL34275 T^'� FLCERT.OFAUTH. 29298 CABANA DOOR INSTALLATION � BOX/Z-6AR FRAME. A.Lyrm Mlller,P.E. $°�'1o0oP s°`� E"'°` a'°"b^�° � ! SILLINSTALLATIONS P,E.#58705 C0.290 NTS 3 of 3 1093011JR INSTALLATION WITH BOX FRAME - � EDGE � ~ DISTANCE OPTIONAL OPTIONAL EDGE SU T E SUBSTRATE OUT-SWING SINGLE HUNG DISTANCE �— SHOWN , INSERT . SU T E EMBEDMENT SHOWN �— � , I EMBEDMENT J_ , WOOD � � - SHIM SHIM INSTALLATION NOTES: ' OPTIDNAL OPTIONAL 1)SEE SHEET 7 FOR SPACING OUT-SWING IN-SWING REQUIREMENTS. . SHOWN SHOWN O BOXFRAME. 2j SEE TABLE 7 FOR ANCHORAGE EXTERIOR SHIM� JAMB INSTALLATION . AND SUBSTRATE REQUIREMENTS. � {DIRECTLYTO SUBSTRATE) _ ' 3)MAX.SHIM THICKNESS TO BE 1/4' Gl a 4)FOR HAROWARE DETAILS,SEE SU9STRATE EXTERIOR EXTERIOR SHEET 3. SHIM � O O OPTIONAL OPTIONAL � 'I � FIXE�LIGHT FIXED LI6HT O INSERT INSERT SHOWN SHOWN � OPTIONAL BOX FRAME. OPTIONAL EXTERIDR �x JAMB INSTALLATION FIXED LIGHT BOX FRAME � gp�{gNp 69p—���'�`{{'1 INSERT ' HEAD INSTALLAT70N HEAD INSTALLATION SINGLE HUNG � (USING 1X WOOOBUCK) SHOWN (DIRECTLY TO SUBSTRqTE SHOWN ) (USING 1X WOODBUCK) INSERT SHOWN ooa o00 0 . OPTIONAL OPTIONAL FIXED LIGHT KICKPLATE o°o°°o° o o °°o°a°°o° �°� � INSERT INSERT o�a�oo 0 0 00000a�oo°�OO , SHOWN SHOWN 0000°o�a°o°o°a°o°oo o°oa°aoaona o00 . OPTIONAL �1111111� ADJUSTABLE 8UG SWEEP ``���0 Y LYNN�(g� �.�� , , , (SADOLE `�1�`;?��CENSg�/�F�Q % i � � THRESHOLD � Q; � ONLI� ��;' '* � No.58705 EXTERIOR EXTERIOR p(TEFy�pR ' '* ��'. �' o YI 11 �. - -�• t STA E F ' �/ •O� .• FLORID?:r'.(,��•� � OP710NAL _ OPTIONAL OPTIONAL2" � � / :�i�SS'�0..... ��. '' ' SADDLE �-�/�6' BUMPER , NAL . THRESHOLD BUMPER THRESHOLO �� �'�` �°� �e����a� SHOWN J:ROSOWSKI 09l30/11 ALUMINUM 6063T6 �����,� THRESHOLD SHOWN �r�r,wr nexxtrravcKtrrs . SHOWN �aer. n�rc rbwb,s oxvmR+c�roe�amm�eau.�n � �xvrtarmn�aurn��manei r�swarorra�mxta �bme ' s s r sue�ru� su�sT r � � / 1070 TECHNOLOGY DRIVE � / NOKOMIS,FL 34275 � �; fLCERT.OFAVTH.:29296 CABANA DOOR INSTALLATION ` BOX/Z-BAR FRAME. p,Lynn Mtller,P.E. S`�"'Aa°°� �"'"' � �mw rw. I SILLINSTALIATIONS P.E.#58705 Cb-290 NTS 2 of 3 1093011JR