Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19-22190
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22190 BUILDING PERMIT PERMIT INFORMATION LOCATION:INFORMATION Permit Number: 22190 Address: 3208 KRESTERBROOKE LANE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: HIDDEN RIVER Est. Value: Parcel Number: 24-26-21-0100-00000-0840 Improv. Cost: 6,973.00 OWNER INFORMATION ... Date Issued: 1/07/2020 Name: FUENTES, GAMALISA& RAFAEL Total Fees: 112.50 Address: 3208 KRESTERBROOKE LN Amount Paid: 112.50 ZEPHYRHILLS, FL 33540 Date Paid: 1/07/2020 Phone: 813-770-7214 Work Desc: CONSTRUCT POOL ENCLOSURE 707 SQ FT/PART SOLID ROOF CONTRACTORS APPLICATION FEES LIGHTNING ALUMINUM INC BUILDING FEE 112.50 v Ins ections Required FOOTER 2ND ROUGH PLUMB MIS INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Rennspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT&ACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Cio�o F�.. hyrl lls BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: G- 1 Date Received: / 1 Site: �' nYP s if Y0- , �. Permit Type: Approved w/no comments: Approved w/the below comments: Denied w/the below comments: ❑ ed" This comment sheet sh 1 be kept with the permit and/or plans. �//j Kalvi witzer—Plans Examiner DEC 9 RJR!; Contractor and/or Homeowner (Required when comments are present) s�3=7eso-oozo City of Zephyrhills Permit Application Fax s73.7$aao21 Building Department Date Recelvad;,._,::..:: .. PharteCantadtttorrmitttr 13 / S Owner's Name 1-A&rvNo_i*CR S Owner:Phons .Numbr� . , Y .. - Owr#ar s Address . . . .: ...:. .. .:. :.. ..::_.:. Fee Simple"fl8eholdar Name Owner..Ph one.;Num6er Fee SimP le TI e r . tl JOB-ADDRESS 37.w $Kv'eA�c rbrOb�. l n• L42hy r he %j �L 636 LOTS 8y :.: ......:..:.'.. ` t• der► R,.v{r = z.y-2 - i of oo 0 6aav;�,; SUBDIVISION ' . . PARCEL=:ID# U�1 '<oarAirlEo;>rto�Ira+RO!* r�Ncr:oace WORK PROPOSED: _:;:,:a::.;"_-,44i1N Ct1N5Tit ;: :: t. - SIGN' -.. ;[ .•.::.. a :.,:..:[ ::. .:::::;QEMOLISH; H �INSTALL:: �:r.,.. PROPOSED,,USE;` SFR" ``COMM::`." 0 Q .. Q; . : TYPE OF CONSTRUCTION ro DESCRIPTION OF WORK' ,. ' �'In6}Q,�` F,yy�,lp5tAYG � t'.1fi>S{t C ;2Ck`INlfyl o y�rf.'s0/r�( 'F!O6 BUILDING SIZE F00�"�1®E HEIG _: - ., i kW UiLDING S. q; ALUATION bF'TO`rAL-COl!i15TRUCTION ` [ u !;. - ELECTRICAL::;::;;'.:: .: $': ,; :<:_:. :..;, .:::;:;.: ="AMPSERVIC)r'... _. :: PRQi3RlrSS;ENERGY C:`: =PLUMBING - 5 ': , Z b =MECHANICAL:; OF MECFfA[FICAI;ENSTAi LAT10t GAs IooFrNa:m=. SPEC1ALiY`[ :;:..;':;.OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES•, , NO ad*motile! a -. .. ., .. -. f.;;... / '.> BUILDER ' t,COMPAPiY`" a ('rrr rC�'I ~1 {u►Yl to SIGNATURE �r REGISTERED' Y/ N. FEE•CURRED Y-I.N''::" Address Pa 2CIO "Cawn jL 331�'7:::: :.:: :: copse ELECTRiC :=,:':�. .. ....:.:... .. . .°�COMPANIr'', .°.,:.,...::.. :... ...:.; :.:..:..h,:: . - . . .:... SIGNATURE " 4' REGISTERED YIN Address �Uaanse ......:.,. PLUMBER .COIIARAW`_.. SIGNATURE REGI:ikiERED.";" rY`/,�AN=::° FEECURREI�'' :Y/;N: Address ......., cans MECtfANICAL... ..... ...:.. ... .:....,... _-.: - COMPANX. R SIGNATU E Address - ;_-;license77-77. #; :may, P OTHER , .Cif A�tit`<< SIGNATURE.r ; . .:;..>.,' -.REGIStEHEq:::::r:.: ;: '.;Y/>N::z-> ':wFEE:CURRF,[� _ Address . ! t2 • „' r ctlo YtWOW =CwW;Pe 'tt`a a n s €Id� - R IDt:N �ati= ,,:` �f!1tis-2 - ES � rrl)T1l _ Alta a x .,S g3, 'rl r natal Sto metert?lans='A1::31tt:Ei�i►ce-1 .:> . ;_�'�:Mlntrrlun►; , s 10'tonoiit(n •. ys�afler3suk)rilttel�sit9,,.F��qull�ert ti1%ir�ICe;t3Ci�etnedtrail?ails... rm,., �!r _ ,: ,.:_..•_ ..�,.11rEan�.�.x)x»._._,y - ? x _ - SI .t•o L_ ii 04W #.Sant a ties" 011i` �b3.:a�ser.s c��;.-_�a �- ., _ •T.s.:.... ........,a r ..: - - -- .;..,.: _ :. . COMMERCIAL Attach(3)'compt+�te'sets 0 SaA�ing Plans plus a'Life Safety Page;{I)sat of Energy Forms.R-O-W Per far new conslrudlon • Minimum:ten(10),working days aftersubmittal date. Required gslte,,_Constructlon Plans,Stor'mwater'Plans w/S[ItFence Instdlled, ;;• so- San Facltides,&:.4.dW..n . S1te.Work,PemtltforrallctsAll cornmerciat taqu[remertis must meet compliance: _ . _.., ......�... ....,.: .-�..:. _ ram,. ,...:.:.... SIGN PERINiT, Attach 2 sets of Eng Itpered Plans 3. r ( ) . :.. �:..:. .. _.,,hem A ro. .... E 'Can aU n:. PROPERTY SURNE reld.< W • : .,........e.ar.tw ...8 .- ,..,?"7,...czh:..'n,..,.,u: ...,..,�..Y:: ,..:a.y, "95:::. ?-•?'.>h _ FIII:ouCapplicatlon completely. Owner.&.Contractor-sign;back-of application,notarized If ever'$2500i.e Note ort;Comrmencem®nt is rctquired. (AIC upgradee'ov r 7500)s•-R.. .. _ Agent(for tiffs.contractor)'Or.'Poiarer Of Attorney(fdithe owner)would.be someone with notarized letter from owner authorizing same OVE Beware_ ..... Sen+loe.0 Upgrades', °n'O�iiy) R THE CpUNT,SR`PERCVtiTTiNG�`":-. �Froht"of•`�pltcatl Reroafs:�tshingles pg ,.AlG; r"enges_(Piot/SurveyLFootage) Driveways-Not over Counter If on public roadweys::aeeds ROW IOTiCE OF DEED:RESTRICTIONS: ThetundarsTgraetJ understndssthotthls;prtl. riay:be.sabct b.=deed-;rest�ietlon :,- i -. ,. rhlch maytie�roo �raeictveGiuntaielatfcf � Thra`Wndersi�nea4es:31imga;iesponIb111tt ;fodEimplla� cwith1an : . INLICENSEDGtNC'#'QR$ AI�D.:CO�+iTRAG'fO_:: R'RE- :.S I "=tl:-ohs>oiivrier tas`lftd ,c: nacor orei Iitabiede re PO fEli�l 'E' d .:..:<ontrectors`to undtake°work,tt;�y m�ly,abe rogtyf,i3r-et:d:¢&to ll nt Y-f - statead tocal,fegulafbns:.'cens wh ifthe' : r Infractor It not Licensed ss; Ulred ay lavlt both tliis:owner eyed contcector may be-cited fa�r-a miM.Mean Wclaiion rider sttate law. if the owner or tntendetl c t oT„are4wr�oertalrt as to what 1tp"ng Mquirecnenta may oppl foe Yti {.. E �tended`work,they are°t3dW8ed.to dcntt#ct'the,Paa�:Cottnty Huildirig-inspgctio�i pWlelton--l.tCenaing3ec#onat'727=8�7= o00. Furthermore;=1f~tharowner tr�ls'i tretl"a `acinfr i`+ tor.or coiitraofor§; he Ys dvtsedmto have tl a conhactor(sj,•.slgn: " e contra too 8 ock° of;ihle::_ Ilcatlon for;;whbh_they.nriU.bo�:•reaponsl@le.:;,Tf u,as.tl o o i e*'stgn�'os'tlie onions of th :.:... .. .......p.:.,.:,1 alpR-,�.:.._.,, :,::.:.,...,.- ontractti;ft �rtaagr'tie an indlcaliorr lfaV11 lWhidt'proper>y licensed a id'is riot en (led o pattn�tttng p�ivllog g a� Pasco ,oun ::...;:. RANSPORTATiOt+T IMPAG'E ILI IEB IEIP�1fG'I�At�6}I�E501J CE"RIrCOVr�ttYt°FEE$:The unde�lgnetl uanderstands : gat Transportation Impact Fees-and:Recourde::Rocoveq.fees_mayEapp y5#attte.i6onstructlon ot_neyv_W114, ing ,-chan of`'- po p se In exlating buttdingsilrorNgxpnnstot : gting bttti ttn8s,`as specNted:to Pasco County Ordinance ntamber 8t1-Q7 and 0-07, as amended.; 4naersioned also pndorstslnds,that/such such teep .a tnayµ:Ge duia„�v►tll be tdontitied at the'tii ermttting. It Is ftif A t understood that Tra p'rtatioin"Impact'Fees and Resoutxre Rat i►eiryw:Fees muaf be pall prior to scelvtng a:"certtflcate•of-occupat ►"orfinahpawerrreleese -;lUthe prof ,does 6finvolwavertipcate of occuparioy.-:or-%�.,F,.=I. nal w�r reiBase tde fees Mtibt:tie` "rd`r`rlgr tn:'pennft I�soande. Fuplaermoc ,; IE:Pis....,unty Vllaitaeft �ter�lmpast Po �.._ P ass are tiLLe,fha�rwmusfba,pal prior to:permtt,T syaricgf-ln ap rd [ice w1t apple Ab Pasao:County<ndinances. :ONSTRUCT1dN11EI U11N(Cfi ilk- i41j' Florfdh Statuteb,87 aMemled): if valuation of work is$00MOOL-ournorai'T, '•.r :.;4.: ertify that i, ftte.sppllcant,_:<lave been provided=with. a:ropy,_of .the 'Florida-Conatrtyctioci'Lean 1aw—Homeowner's Irotectton Guide"prepared by ati�s Florida Dep�irtrrtent of Agriculture and Consutrria> Affalrs:: If the applicant Is soneone; > ther than the"owner", I.corm tt►ot I twe,obts ined4 coPy:of:the above destcri a "di cu{ant and i rnise k • Oliver it t ithwlovmer"i rior to comrnencemet it ' CONTRACTOR SIOWNER;l3 AFFIDAVIT: I:_lolf'�440 k all:-thr3 Info pttonart thla°application is accuraWa,Ond that all3wurk rill be done In compliance with ail.appticable'laws regnl'gting construction, zoning and4and development. Application is ereby made.to:obtain 7a permit etb da;w.o ;and-rid as indtcetfld >:sl::certitti oral no welt((for Installation has ommenced prior to'Issuatide of a pentiR and thaHMI'work will be performt)d,to mest,standards..of_all laws regulating onstructbn, County and City codes, zpning regulations, and land development teg<tlatlo�s tn`ttre'Jurisdtction: :a also: ertify,that I understand that the regulations of other-government agencies may-apply to.#tee_lntettded_work, and that It Is ry responsibility to Identity.what.actions t,musty ketq;k i.,-Immpilgince;�&uo�rapenote$Tndude but�are not Iimttq,;tA Department:-of Environmental§�rofe tTofir=Gypress.,'Ei*h6ar'dsf�; Wd"Md'nd Areas.and•Environimintaily Sensitive Lands,WaterMastewaterTreotment. Southwest Florida Water Management— " Tess t3a ems; `VVetland:•Areas, Altering ge y 9 Watercourses. Army Corps of Engirt®er"eawaild Dolts,Navidable Wetsrways: Qepartment-:of Heath;8_=_Re apllltntivn:S nifces/ErtvWrimental F�ieoltti UhR-:Wellis;-�Wdst Watery Treatfrient US Environrn®ntal Rr.6son`Agency-Asbest6bInbatemont; Federel Av"rt- uthorl. t t,t�weya: , .. understand.that.tho folloWlntact ens appiy W"th®use:of fill: " Use of ill is not ttllotwed:lrl• lood.Zone V"unless expredsly permitted. .` : :: ..'. ...:.:...:: tf the fill rriattttfet is<'to.be:=use�:�fn.Flood Zone: "A", lt. Is understood that-a`drainage`ptan°"addresstng a •"compensattng.votutne".will-be submitted at time of perrnRQng°:w4lch is prepared by a professional engineer` - Itcensed bY'#h'e5tate-of Flnfda ;,: If-thA"fill-:materlal is to:t>e (toed'In Fl6dd Zone "A° in.+aronnecttort•wltlr`sl'pertnitted building using`stem-wall cons4uction;:a:;c rtif�t th tfill} lit,heused onty•to..ftll the-area within:#he�stout.wa1L W fill rnetertai=`is to'be (lead 'In::any atea;°1"•certify that.use of such"flit will..riot adversely affect adJacent prpp®sties... If„use:_of f ll,ls;:found.to.advers�ely.s ffacf "properties,.the owner maybe cited for.uiol`Ating.: the cor>di#rons of the bulldlctg;gemtit issued;uWar they iW h�d.pa'm ..�appHostion,for lotsaessj than one(1) acre which ark elevated,by fill waa.sngtneered drainago,plan is requtretl:. I am the AGtENT•FOR>TH OWN 1 ;1 i`grnfse In good forth to inform-the Towner;ofgthe pennithrtgvcondmons:set:forth In ils afftdavlt prio"r to comma aing'conatrricttty is`'1 understar t f'* 't aiseporate perntlt may be required for electrical work,.. lumbin®, signs,._wells, Rools,x air:,condtttoNng,;,gas,:;or;:otlror..)nsh'�i 1 r h6t;specifically Included-In.the•applicatiori. .A ermlt iseued`shail'pe corastrueti#o be a 1losnseao proceed with"tttia,work and.nok.as authority.to_violate,::cancel"Ate, or st aside any provitrlontt=of ttiebtechnical';;t odt ; nor shalt.issuance,of a.permif:prevent the Building Official from thereafter squiring a corcecttoa;af:.;errors,irr;P1en ;; n: lon'�r violaflons of any codes:r ypry piertnit;tssuedshellybeicome°Invalid niess the work auth ---- a by such permlt�ls.commenced within, -Ix,monthar of permit Issuance, or if work authorized:by ie permit Is_;suspended or abandoned_for--a period bf:nib(8)`:montlrs:efterths(lens.the work'-is commenced.. An extension isy be requested, in writit g,from the Eulldltr�©f clot:fora period not:toJe>tcded�r lr ter{90r`cloys-and,:.wllf:demoitst(ate sttflabie cause for.the extension; if work ceases for nlnety.(go)contiecuthre:days,.th®fob ls-considered abandoned. ,v. , �n ►ARNING 110" IN fit. �UiI;.FAlta�llw'-'f�r £ 1t iifl `t .IyR:COMM E` fV � Y R T IN`Y UR; .,,,,......,.n _ ESL Y. AYING MJCiE�FOR iMPl t� 141k1 '&T�4 Y©£UI P ' EI TY� 1F Y�1U�1. €EI�It :'�Tfl t t3TAIN Fit li�tClNCs;; Q 1$ULT IT = ; .ORIDAJURAT - F ::- NNER OR AOf?NT ..cbNTRAGTO ibsatbed and sworn bo(orefinnad)betorome this 3utisdltiea'®' m to(ot"aflhm me'tfifd,:- 'c Q o Iolare p`enronaily known tome or-pooeve.p!o<luced. Who tslara personally:unom 'tne or,tiaslf ,#rodboad - 1 tlBr�flon - . CD Co .:..: • r :::::,. �� as` Notary Public Notary Public s !mmisslon No: Cuniranteelon:No. 62!0 0 o :. - ime or Notary typed,printed or stamped Name of Notary typed,pdnted.or stamped IT* .e. : k°i Alvarez— leSoul t V AV - trEtT: sc .a • �n _ : E' GI+iEIJ;he=e�„,pii�+ raixtirz.:thaf i rovamen#s,�vii .ba' r y v% ''g �., :,, g;. ja..a€tlt '8t1t�'2t�;36�Qf�331CtVltitT!>SC.CttO[�: , .�3 ,'�SCz�t3�3Q�VtH$ii1��i11'S8t10i'E,iS p[{1Y.I Iti;A- TI CO TENCMRMENT� 1 �tinn:af. to t�rscr' ». f� .y p��•.tilt-: , <�.,,, �;. ,• .. .�f;. ,'ns:.::�e` . , 21m ..,�'—^G7Y31'.�>wli!ta��VN'i�� ��'J,:�!�±•,�f+u�_. �!��,,�1�{��i?f�.1fl�Yi�,i :i.,.: 1 i h, 7.1 _... - Cm a £, H�• i��iC.H��HQy������,y � _ N,Ll�1S$Eit?NtAY:,7f1t8!+L'Fi:3�1�: ':dam „ T h _ K3 •Tit r:" r;:13 9T3 {; � toY k..,., va ,• , , ' ., .. .<.. ^'Y:xyYY „:!. .:cif 4:°7..5- w(, e{.. {!�;:p,F.• _ ., w,.. ,�:�'.:"��'� . b I Ct1uT ... , ,t H �3FSfC:fiI1C�''�L�SHSS'`v •�, _ n-•. :t zesty Fe�stt w►itfc�a 't oflacrdaTes'(��y�. [p,� (y�¢� [�n ivho crie: iiits`inay>�e;�ezk.eti '.x,hqq f'�lc '«>j•'3Y e'��.'aGi".. ..ix';. _ .Jt• 8Y.. acitt toel os's :aCs:'tielciy aa;ti:iavE; �c :;ark"€ L 3ecEiaa dull ,:h•,.�-.r ��?.,.< . ,.. .. .. _.,A&3 ,�:.�,�. .., . SPY. ° �sto�s;l!�fl�ic$as ,.._ , _ i :J "lillp�ratstyu.ciacc�:o-' � ea�cetandtie c#are`ofxecaciii ¢ '�aiIifiererii ziae::r '.s.`s ,r+tFr. :;j17. r4:> :'�..�5,_y., ,f.,,,.x.: `>3n yS. •<;%;¢; "N,'v. - ,.7 t.-., ..✓;.�,.. ,,,. .-h1 ''G, Yv. �G$'-.,V^s "•r5:: t,SY',U" _ •�• �•..^,,,,.. i' ..-:Sdt..''H_. .'io,,>.�:>;,1n�1'Y... ,.,tf..5'<-�'< -t�.:�:`:. ?tk=L- - ,. , ...,,.. Y.J�C-":.. �.� sz s'c:.,,.::•^':i>, -t...,n >,t..Sb:?:,i.'i,` :.{•pa..-.-.c•� L�(� _a"tir<, .. .'f•` t.:i'Y.,' _ ii i11,L1,5 ;" i1• SN ..,wJ�•,.x—`-�(»,: ;..Y.•,.Z.r-'.:-.M.:.,y ,rJ..n M1j ,. 'T'". _rFLj•' Yta,!ifi`�M;? ��y:V,i'...,:., jti if.. .,.. v r.;, n.H �,`-.u:..�,.�y ..ci. „ate-4 �. � c .����:rr.,-r•,.. ,.,�' :pro,+.'ems.x��T�. i:.r n' �..,:,. 4 t,.e: n.' r:�y},r�r71`a.:,4:-. .7ryaspca�+x�yf;.; s^"- T�:... .�, ,.srs� .uixl.,i:•'.:'a: f .t/S7 ,?��"�_ tt77LAv.,,:; `p1:7:PVit:'i�MeT^i'i k'�`'.a!�4: vjj: •t'r-Yj'yry`:ry�.,��.SS ■�,���yyj/'y:"d.. ::,Nir - <,WY' - .-YV £,y� .>..>• iy? 3a ...j�'°s ;x .L :.,w,:.�S.I.c7., rx,Y?s>..�:>�r1n,,*.,.> .yyA. '„F-T;^3�y :Y ,>i �'i •{IV,s. •-> "•4 '�R^+ 'z ,�Fi`�aI` ,Y:�' .� r , , 1� NflTIGZ;QF'„<..,.,.:rt>.4:J,:'',_t`::".t»..��.,^•.;<.,v:/,+�:•.ti; •' rt.. ..t-. :>7':. .t:.� ,..�,Q.t`"'Y :c` rb..'« ... : wf .r r,;:l,-x,�.,..,,;,! ....`:et Y,d,,d:1...:r,�>Y�.•:N,_ 2':' ,d..g�; <_, .I;iA:�:. :.Y+art? -'.zh_;.,�,:,.,'. �✓ �� rW.fii�'i i•�.Yi"f[Mi�r>�• :. .:N';� .:xY.'.y_'F: _ w 3 x— i4eectaili'ain► iaffi_ , „ The- Pin ;acn4yll $a} C€ ;raesi ; daq.: •S Y r'•i^ y .: - 'rya y .,. !. ::..r.Y'4:'`v'•': „ r• ., i{I,r'".:t...%, Vt a „rtY�. f„��•�(�'.•1,N ., _ �i7 n. � rtrt �z �{.7 ....big ._. Mai Irl \s ti 'f -z.. '�,.�.. �AtS333l3tE., r-• S,r ilR<. J.. i M f,,w• �,.,.t, C.'% �:�:�_'`E�Iiitlfl;• EiD4�i�'7siV�i��LC11':,'� Ef 'i•5 y. ,. ....� .fi-�.....,, _. „x- .:. 's;. tea.: <5•� �'t,,..rr:,.....`.•-,.- :',. llfC, s •. ..au dJ •.yj:: ' C�sy>>, 4L: .::Ci`se Y;` x.�e..,r �.�I r�' .. > 'J£;�3,,•.}�,` a{" � � C .: .1,7:4'0'i'104dM'§: bf"ria"Yr3'tt!uk,ri ia;k ? 2..�'iY$}Cy3+F.Y•:$?':N €:3°+'Y+};';ktY,ds7J.--x. _ "'Siss. t+t3''53i.'uf5055ti' HaX3fa,�2YNiiO!' T As kt7 -fY:s,J`:s eri!:..�F.e,°Ei>rrt:�?.'Ptir`.f. •.F2"xysl. y..:'L*%+:�7 c:aldal.'..�?.',ria�^ai,riTr!'+ :3wjd}.pgX�!q^LrE1 N1 ?:1AE.o,'. I S�i:K.'ti�i vy.S,r...tl;4tl ��fi4 '..Y.+�:•"ci F�xw:3:fi�"iaf;".°.k42T'.w:3?r a�:i•CT 3t"s�u2:5SY�Mr'ms.:�-.C,:S»5",�k"'k4t.3'#'3;'i::::-s;i5:ir:4` ;3�^"3>a :", �;4Y,3 i:Ck. :�7,:6'Y13M1Yr��L'i Y�C.3:�i�.�i7j,'r]�'.9�3`'^i'T3'.t"�:�3.�...3tiY.'`:�?:fi;vw.'S:7aM.✓ki�.',:3�.'�,y"•yy,5�•Lyy,'',hf.7'-:ram;!�y+yi`.:.r+Cl.:�::=I;"::ST"� .:1*,>/,r..�7;��:s:ix7pE€»?!E;'�.":?�si'"�iF:�K ete�•�Y?!A'C`.,ySY:;p ^£ `Y3aC�;•'w„d �!c' :`My'YL�:i3k.'3Y?/i.^i'r7i'v'ati4X0� .w^R'^ynt2..�"1.dt�'";`�75^.:.i;� n: ;:•:::.Z&5'i;f�f�'!3tit#1`3.'i�:{.:�six :'i1:034L!'i5£ZGZt,'LiSv ':`it'rd.:st3�i?YiYdII�:'::.X..>wL"CZ tZfft'd.t*t?iTl:�'..fr`:#isb'i�:. LID y3S;cclY';'604;•. ,i2tifl GBQ:Fih))'3&ri;%% Sd " ."1'3+flGE 2t' f�#y?Ay3CJ ?La..5f 3S`s11if I'Ino'Auo..Coi,'>$ crl oblif U3fylW VId Z-40 A.LIO - , '�`�:=''>:c-s+KJr'v'_:>���:�r:�"aE� '�. i y �'� �.•p,�„�.-� .;„; - ,; r-�,,,r'F ..n,yxC7 SZIIH?JAHd e3OH`dlVld.. O ��OAIIOSHI C 4NItt7ltls 7VNOI bN Q1VI It1M10 HI®M A? VCI1H0IJ SS d'JVC1�ll � O. . ,- .0 �.•.1�_ . .ate z;;��� `..•,�:�� .�;.j: r��. � `�' . s•Yvset U:_r s 1 KF'3z(aA na.i�.:s9+larSr. :5"'w-'-"�.c� n ::.5 G.K��7..d9u:f-':a'Er::$iJid'7J?`w:.s •11'Cw`i�'S'97.f.._•'� ;n�3J,rJ„i'h�ll, r,�P._y 5:higya"o ih'.�'.i !z f:�i'i+#']S1i"_ ;ia;r -YiYf:':^y`Y3s .�Tf{1Li'V'1(x!Y'1V�W323tl.Y:O:'1 0 _ Mar 'i :s"�:f;:,e i:i',r`fiY::ti:Uss;i '6K".-4�'—••y. r 7.Os:`ltiiri V..d.C�4i0i4'°JC I S-UV2tW MYS ` x-".""•i4"..- �r7astEx+c ?53241V o^.s't:'.C.!1 SY'o PhYtYC".S"':^.!r'i;S*SeiSi.:SY: 3-� :.. ,.•^_•}�S—.� Y?YR;?S,"S Q�:4 IVY e} """IfQ ONUS-*" ^?. rx,!k7.YX"s ,. ;ts �^ a'.piiiYSDYeL'},a3ox .L�'a:3 IF,.. :E.i.ti5"`_-�L.l--^' �03:ViY MR•Lf...yta..Y•Au i33'3�i'Jc'.7;:'+^^'!�• :;,i '3:d ^.,ta"`Y.A•� rv"uTY3'.;!3 'X7N393"1 i'�`..�....F,3.r ?`3'ytls '233";'—" -Y 'i `E3' `.'_i% � Y'3J•/'Jt.Y:4's Fa*S'�r31::@[3uilbiSKi77JJ.:i:1}.'1;ft 'i`.i'v'•�i.1."r a�Cr�SS�fSiY.Cdi:5iti?iKj]y:! 1� 'n'R:�'�y''i't�'^'^ •7' S3V:!2d'k.,'�`�.:i,M17.!isan 4+tr".v C..�: 'Sr:wi"Z tiro ,051.:�,yxy.�;.�:... S►,tOtLH'ift3`Tkl rvuV1D'1t,* :'JNlhttf21,CA2ivm wr Vw ;Yte:Soy;S nrid'i;i pa".Yx 1..�.5yi]rS.:,4!K« a Ssur s Via;t *a.ate sx xiainxrg +1xe5:10 3NO ZSVP-dQGi risva ;ii J U?%lol •I NV-1d"1GY7d li . CONTRACTOR: Li htning Aluminum. Inc. DESIGN CR1 TER/A: Agolicoble Codes. Regulation and Standards 1. The Florida Building Code 6th Edition 2017 . specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 an Specifications for Aluminum Structures, Part 1—A and 1—B of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,2010 Edition 2x3 3 ASC£ 7-to. 5' 9" "-7'--1"--- 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Category 1 . 2. Basic Wind Speed Table, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3 2x2 and Table 1609.3.1 Equivalent Basic Wind Speed:140MPH V—ultimate Exposure Category, Paragraph 1609.4.3: 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building CateoarV 1. 1Q' 11'-6" 28'-6" 10' 3' ,Snecif cations The following specifications ore applicable to this project: 1. Aluminum extrusions shall be 6005 T5 Alloy 2. Fasteners are required to be SAE Grade 2 or better zinc plated. 3. 110 screws 6" from ends and 24" center to center. 2x3 2 2x3 2X3 4. Door location shall be determined by contractor in the field. x9 3" COMPOSITE WIND ZONE FOR MANSARD BEAMS 0 140mph WLT 2x5 2x2 17 -6' ROOF 2 X 5 2x2 2 2x5 17'-6 2x5 WLT — (Ultimate Design Wind Speed) 2X2 li Sal/Mating Beam Gaug Span Supp art Spacing 2X4(- s) 0.044 Up to 14'-8 Up to 8' 2X5(9e) 0.050 up to 18'-2" Up to 8' 5'-10" 5'-10H 2X6(sMe) 0.060 Up to 25'-4" Up to 8' 2X7(Swe) 0.060 Up to 28'-4" Up to 8' 2X801 0.080 Up to 35'-6" Up to 8' 2X9(Su) 0.080 Up to 39'-4" Up to 8' WIND ZONE FOR METAL COLUMNS 0 140m ph WL HO USE WLT — (Ultimate Design Wind Speed) SCALE 1/W"= 1-0" Sal fMating/Hollow Gauge Column Height Range 2X4 0.050 Up to 10'-4" 2X5 0.050 Up to 12'-8 2X6(S8) 0.055 Up to 16'-5" 2X7(swe) 0.062 Up to 19'-8" 2X8( ) 0.072 Up to 23'-6" I HEREBY CERTIFY THAT I HAVE REVIEWED AND SUPERVISED THE A TTACHED DESIGN WND ZONE FOR PURLINS AND RAILS & 140mph WLT AND FOUND IT TO BE iN COMPLIANCE Wi TH WL T (Ultimate Design Wind Speed) THE BUILDING CODE 2017 RESIDENTIAL 6th EDITION Hollow Sections Gouge Span 2x2 0.044 Up to CONTRACTOR PROJECT ADDRESS 2X3 0.045 Up to ;:I1" RAM A. GOEL, P.E. (147431) , 2X4 0.050 Up to 10'-4" SONEY FM LLC, CA19746 RAFAEL & GIGI FU 7E RAM A. GOEL, P.E.( 47431} 2X5 0.050 Up to 12'-8' LIGHTNING ALUMINUM, INC. CORY LAKE PROFESSIONAL CENTER 3208 KRESTERBROOKE LANE SONEY FM LLC, CA/9746 P.O. BOX 290144 10329 CROSS CREEK SL VD. STEP ZEPHYRHILLS, FL 33540 CORY LAKE PROFESSIONAL CENTER TEMPLE TERRACE, FL 33687 TAMPA, FL 33647 PASCO COUNTY 813-984-1185 Ph.1 715-781-1822 10329 CROSS CREEK BLVD. STE P TAMPA, FL 33647 A- 1 Ph./ 715-781-1822 PLAN ALUMINUM MEMBERS DIMENSIONS GUSSET DIMENSIONS t/8" HOLLOW SECTIONS SELF MATING (SMB) 16 X 6 FOR 2x8-2x10 BEAM AmL.Ix 2X4-2X7 2X2 2X2 X0.044 2X4 SMB: 2X4 X0.044 X0.100' SCREWS VARY BASED 2X3:2"X3 X0.050" 2X5 SMB: 2"X5"X0.050 X0.100" ON SIZE OF BEAM 2X3 • N N MAINTAIN O 2X3�• . 2X4:2 X4 X0.050 2X6 SMB: 2X6 X0.055X0.120" C ] BUTTO eeQSMB: 2"X8"X0.072"X0.124" OOPEN BACK SECTIONS2X9 SMB: 2 X10X0.092X0.398 RECOWNG CHANNEc 1X2.1:X2X0.040 W/2/10X3/4'INTD 314ANNEIL » » » GIRT EACH SIDE&(3) GMT EACH SAGE&(3 UPRIGHT 1 X3. 1 X2 X0.045 *WOX3/4-INTO 2 X 3 2x4 - ?x10 SELF-MATING AM-NOTCH /10113/4"INTO 2 X 3 SIZE MAY VARY FOR UPRIGHT SNAP SECTIONS e e w/MIN 3/4-aC A/1OX3/4' 2X2 Snap: 2x2 'x0.045" EXTERNAL GUSSET DETAIL 2x3 Snap: 2"x3 X0.050 SCALE N.T.S UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURL/N CONNECTON DETAIL 2x4 Snap: 2"x4"xO.045" SCALE N. SCALE NT.S WIND PRESSURES: (1}-110 x 2• FROM TABLE 2002.4 FBC (g)#10 3/4 SMs scREw 24-ac. { 1/8-PLATE 1/8-SS CABLE (21)HRU EXXTRUSIOW SCRE 0 X 0 J HORIZONTAL (IMNDWARD) 27PSF ON 45 ANa scwEw 24-o.c. 1111 HORIZONTAL (LEEWARD) 21PSF G NER EXTRUDED (2)-#10-x U saaEltRs GUTTER BRACE AT 1THRU EXTRUSION EACH BEAM r NME EXATIm ! • • • W/(2)-/8 X 3/4' VERTICAL (SCREEN SURFACE) BPSF Gu BEAM Ar VERTICAL (SOLID SURFACE) 23PSF W/(2)—#s x 3/4' 4'SLAB MIN. (2) 1/4 X 2 1TAPCONS 5OOPSIC • A CABLE CONNECTONS AT FOUNDA 77ON O CABLE CONNEC7ON AT CORNER SCALE N.LS UMBER aF.SdPEN5 SCALE N.T.S. " PATTERN TO VARY • 110X3/4 INTO SCREWS TO MAINTAIN 1-1/4-C/C RECEINNG CHANNEL OF SCREWS PATTERN 10 VARY (3) 12X4"S.M.S 1N1H RECSWNG CHANNEL SCREWS 70 MAINTAIN 1-1/4'C/C WASHER. PER PANEL GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL 10X3"SMS. THRU SCALE N.T.S ( / PURUN FASCA INTO COMPOSITE GUTTER BRACE & ANGLED FASCIA BOARD ATTACHMENT DETAIL RAFTER TAILS ROOF PANELS SCALE N.T.S 2 XHYXt/8"ANGLE W/ (2)-110 x 3/4 EACH FACE SELF-MATMIG O 9 Req. for Each Load Bearing Post Connection RECE7wvc CANHwa BEAM SIZE x 4'GUSSET i/8' 1HIC/( W/(2)/TObr 3/4' 1 • • INTO EACH FACE S • #f0 x 3/4-TEK ` MIN 4'SLAB 2500 PSI • • • • O Y O.C. - CONC w/}7BERMESH 1"x Y aBASE PLATE • REf 7YMIC CHANwIEL 10X3/4 S.M.S.S.M.S.S.M.S. • 11/2#10X3/4-INTO BEAM 10'on center top and bottom COLUMN 1 1 T OVERLAP SPICE DETAIL { EACH FACE (3) /10X3/4-M1TO BEAM SCALE N.TS. COMPOSITE ROOF HEADER TO FASCIA ATTACHMENT PURLIN OR GIRT TO BEAM OR POST DETAIL AND COMPOSITE ROOF TO LOAD-BEARING WALL SIDE VIEW FL PRODUCT APPROVAL FL7561-R4 - EXP.12/30/2022 SCALE tiLT.S SCALE N.T.S. I HEREBY CER77FY THAT I HAVE REVIEWED AND SUPERVISED THE ATTACHED DESIGN X - DOES NOT APPLY TO THIS JOB AND FOUND IT TO BE IN COMPLIANCE 14117-I THE BUILDING CODE 2017 RESIDENTIAL 6th EDITION PROJECT ADDRESS "' . 24 .: * '' ' , ;r-.:4._1'X Y BASE PLATE 'O.F A(AX• . 'eti • �.. ANCHORED CONC CONTRACTOR RAM A. GOEL, P.E. 047431) RAFAE,L & GIGI FUENTES -: : : ; M,�r 24? 1/4' TAPCDNS -_- r�.� �1• • �+► SONEY FG LLC E 9746 3208 KRESTERBROOKE LANE RAM A. GOEL, P.E. 47431 INC. KE PROFES ONAL CENTER ZEPHYRHILLS, FL 33540 FRONT VIEW (I� ) _- LIGHTNING ALUMINUM, CORY LA SONEY FM LLC, CA#9746 P.O. BOX 290144 10329 CROSS CREEK BLVD. STEP PASCO COUNTY 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS CORY LAKE PROFESSIONAL CENTER TEMPLE TERRACE, FL 33687 TAMPA, FL 33647 SCALE N.LS 10329 CROSS CREEK BLVD. STE P A--2 813-984-1185 Ph.# 715-781-1822 TAMPA, FL 33647 DETAILS Ph.,4 715-781-1822 (2) i/4'aAM. BY 3 1/2 TTHRU BOLTS • •HEIGHT MAY VARY BUT 10X3'SM.S TH RU (3) IPER PAN M.S MAINTAIN 24"D.C. 10X3/4'SM.S 10" FASpA pVTO • 3 7/8'X1 7/2 X 1/8" _ O.G INTO GUTTER ALSO INTO RAFTER TAILS ROOF PANELS CARRY BEAM 14 1x2 aR WALL PLATE BASE W/(2) 1/3'0MM. 24'ON CENTER l • MASGVRY WALL - 3X3'or 4X4' 3 ��1/4 x 21/f TAPCOVS. COLUMN TAPCONS fOU/V. MAX 24'O:G `-NDOD FRAME- LAI SCREWS r10 x 2'SLR£W 24 D.C. OST W. (2) 1/4'0MM. TO MAINTAIN • 3 7/2' THRU BOLTS FOR 3X3 • C/C 70X3/4 SM.SOR 4 1/2' THRU BOLTS FOP 4X 3 PER PAN CCkWWFRONT NIEW ATTACHMENT TO HOUSE WALL - - PAN ROOF HEADER TO FASCIA ATTACHMENT SCALE /ALTS. COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM AND PAN ROOF TO LOAD-BEARING WALL SCALE N.T.S. SCALE N.T.S. 3X3 OR 4X4 COLUMN TO PAVER OR PATIO ATTACHMENT SCALE N.T.S. 3"HEADER • • W-111/8'ANGLf W/ rOx4"WITH • • (2)-/f0 z 3/4'EACH FACE SELF-MAlI1C Rep. for Eoah Load Bearing NEO WASHER • • Poet Connectim • SIDE KEW TOP NEW N • • RECD WNG CHANNEL • • W/(2) 10-3/4' • h 3'COMPOSITE E /INTO y 4'SLAB 2500 PSI • • ���FACE CARRIER BEAM 3 • (SIZE MAY VARY) ( MAYMVARI� 4X4" CHANNEL CONC w/F161ERMESH • • 1'x2'OB.BASE PLATE (ROOF BEAMVARY) • 2'x4'- 2'x10" ?"x4"- Z'xr0' W COLUMN 1 1/4"0/C PAYERS " • N.a T x4'- ?'x10' • ':T•• •. .: H.t.'.Mai.CA%C fires w CHANova 3x2 FRONT (2) 1/4'OIAM. 8Y W/2#10X3/4'INTO BEAM • NEW 4 1/2' Ti/RU BATS •. R•;•: •-c. .:•. •. EACH FACE•&(3) • /10X3/4'INTO BEAM RECEIWNG CHANNEL SIDE VIEW • w/('10x3/4 RECE7IMVG CHANNEL MAINTAINING 1 i/4'O.C. 1 H" SASE /� DIAGONAL IMND BRACE TO BEAM CONNECTION 3x2 MEW OR 2x3 PA710 CONNECTION *NO. OF SCREWS PATTERN TO 7'0.C 24' SCALE ALTS VARY BASED ON BEAM SI2 I O.C. MAX X - DO£5 NOT APPLY TD THIS JCS SCREWS TO MAINTAIN i r/4'D/C PER • PATTERN SCREWARY C .0 GUAR 4 - 10x3/4 • PAYERS— ROOF BEAM TO CARRIER BEAM CONNECTION SCREWS 7D MAINTAIN sMs PER ' 1111 SCALE N.TS CONNEcrnGW • i I/4'o/C . • 1/4'x 5'TAPCOIV x ' .•. :• .... ' '� I X 2"BASE PLATE ANLFAORfD CONC CONTRACTOR • _ •- ,': e.'• ;• r/4"x21/s' TARCQNS MAX 24' LIGHTNING ALUMINUM. INC. KNEE WALL DETAIL AT GUTTER • FRONT VIEW TEMPLE TERRACE, FL 33687 P.O. BOX 290144 SCALE N.T.S. BEAM TO 4X4 COLUMN ® 2" X 4" OR LARGER UPRIGHT TO DECK W/PAVERS DETAILS 813-984-1185 SCALE N.T.S. SCALE N. . IIIII .SCREu4 fMaoSUNE A oCYP SYBIEM HOUSE WALL : EITHER STUCCO/BLOCK OR NO00FRAME RAM A. GOEL, P.E. (147431) • SONEY FM LLC. CA#9746 ►6'BLOCK SEW WILL CORY LAKE PROFESSIONAL CENTER • 3000 PSI(MIN) 3000 PSI(MIN) W 1-45 0011(110 INTO FOOTER 10329 CROSS CREEK BLV). STEP • r/4 x 2 1/4 TAPCONS ac TAMPA, FL 33647 W/i) /5 CONT. 8'x 8'W/(1)15 CavT. TO MAINTAIN 2'O.C. . lJ Ph.1 715-781-1822 • FOR sii�cco/r�LcCK I HEREBY CERTIFY THAT I HAVE RE WEN'ED -.•r AND SUPERVISED THE ATTACHED DESIGN • 1110 x 2SCREWS I'o.c. 8! �; =:s'.--.. :•,; AND FOUND IT TO BE IN COMPLIANCE KITH • : ., x a' x a'Dare THE BUILDING CODE 2017 RESIDENTIAL 6th EDITION PROJECT ADDRESS O NUMBER a�SCR£NS t----{ (2 1 ) j WL/�a�N(1)N 1 FD° PATTERN TO VARY SPLK3:S MW. 25'& TIE 110x3/4-nvTo CONTINUOUS FOOTING DETAIL w/WW. np. o PERRIER RAFAE,L & GIG/ FU£NTES RECEINNG CHANNEL SCREWS TO MAINTAIN 1-1/4'C/C INSTALLED BY POOL COMPANY a' • 3208 KRESTERBROOKE LANE SCALE N.T S. ---------- -- --- � ZEPHYRNILLS, FL 33540 z. RAM A. GOEL, P.E.(#47431) PASCO COUNTY HOUSE WALL MA TI G ELEMENT A TTACHMENT DETAIL SONEY FM LLC, CA19746 { SCALE N.7'S CORY LAKE PROFESSIONAL nn n CENTER n ,nennrn i.nrra n n,, � rr. n