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FL00-06-24 FL 00-06- 24 BENTLER RESIDENCE 320 PALM ISLAND WAY SE ~ Clearwater u Plannmg and Development SelVlCe~ 1\dmuustratIon SUBJECT FL 00-06-24 320 Palm Island S E DATE July 26,2000 OL,ID SITE PLAN MA'TERIALS .r ,. ....." "iI .-< " . v _ .J d 1 \ August 22, 2000 ~ A:', C I T Y 0 F C LEA R~WAA~J::I.I:: R ~.J.~,t",r ~..~ I ~ ~ ~ ,,~~ t)" PLANNING & DEVELOPMENT SERVICESl,tB~lI~~,Oc~AA.r~:,\;~ ;t~ ,., POST OFFICE Box 4748, CLEARWATCR, FL~R1SA' 33,~;;>8-i7 4~ ~ ~Y ~2,-, MUNICIPAl SERVICES BUILDING, 100 SOUTH MYRTLE AVF,~}lF, CLEAJci,ATEf(.FI ~DA Wt-6,'~,'rV~ TELEPHONE (727) 562-4567 F~\?27;) 5~-45Z~t K::. f' r!\~~.J \, J.' -:;" ~ "..... ,<:;. ~,. -~ 4 1~1" " /' J4 - ,.."". ~ \" ~~ '. {",ft' it' it. ~ ,_"1'.; \, ' W v~ i,..,.t .... ~ (:", \ - 1\ -'):r:;.,..' e' \ 'y, ,~ I t ~ J ~,. ~~ I #~1;-t :,. 1 I~ -ill) ,j 11"1 .~llH\"", ,'. - 1"'~~~i1Jt.:;' ... ~J ~ T $ 'l.-l...l" j f '\' ... j I', ... 1J11JJf1n7.l?~..., ~~~.i~LaF 71i!Jt- ~~~ '?',..,,"'...~~~X~ ~~') I ~.rp"" ~,~~,\II t ;.~~ 1l~.:..'r"-<1~'" "'_ ~ ;;;-::::..._ n-.;"l "''!...-i\~:O-"~ ~q. "'irA>;' -= ;:;:;t/ ~'''?P.-.*-~- .,~,;\ ""'" ~...............~..1 \ ":. rP)i".i~~"'''r.'\:;~~ ""#4' ..., Te\'\, JI'~ ~Q.4~" 71'1 J1 :. ", ...., , . " , -,';~ ~ Mr Charles Bentler 320 Palm Island Way S E Clearwater, Flonda 33767 [fi , RE Development Order regardmg case FL ~U-0q-" -I Palm Island Way S E Dear Mr Bentler This letter constItutes a Development Order pursuant to Section 4-206 D 7 of the COnunulllty Development Code On August 15,2000, the Commulllty Development Board revIewed your apphcatlOn for FleXible Development approval to reduce the rear setback from 25 feet to 17 feet as part of a Residential lnttll Project Based on the apphcatlon and the staff recommendatIOn, the Board found that the proposal IS m comphance \-VIth the standards and cntena for a Residential Infill Project, the maxunum development potential standards and all other apphcable standards of the Commumty Development Code The Commumty Development Board approved the applicatIOn Pursuant to SectIOn 4-407, an apphcatlOn for a bulldmg penrut shall be made wlthm one year of Flexible Development approval (August 22,2001) All reqUIred certificates of occupancy shall be obtamed With m one year of the date of Issuance of the date of the bUlldmg pennlt Time frames do not change With successive OVvllers The Conunumty Development Board may grant an extenSIOn of time for a penod not to exceed one year and only Wlthm the ongmal penod ofvahdlty Please remember that a bUlldmg pennlt and Impact fees Will be reqUIred pnor to the constructIOn of the project Should you have any questiOns, please call Ryan Givens, Planner at 727-562-4504 Very truly yours, Ge6~~~ Commumty Development Board ec Mr Barry Ullman S \Planl1lng DepartmentlC D B\FLEX\Innactlvc or hmshed '\pp],cahons\Palm Island SF 320 Bentler - Approved\Palm Island Sf: 320 DEVELOPMENT ORDER doc Oi\F CITY O'l[ fUTURE B"JM J AUl'-C~ 1, MA \ OR CO~t~tI,';jOI'.ER ] B JOH~SO;', Via MA\OR CO\j~t1)'ION~R ED HiIJ1.I, COMMlS$IONLR @l Ball CLARK COM>\j]~SIO' [R ED HOOHR COII\11SSIONFR , I' "EQu^J EMP] O'AlI N I Al\JD AI I IRMA I IV! J\CI ION EMPIOYFR" ~H1.rwater :\A~ u PlanllHlg and De\"elopment ~CIVJCe~ Ac!mmlstratJon SUBJECT FL 00-06-24 320 Palm Island S E DATE July 26,2000 CURRENT SITE PLAN MATERIALS The attached documents have not been approved or finalized ,...... ~, .... 'I " <t__ .' ...... ./, . -' . 1 ....... . c . .. .-. r, . t, t t c:> ~\Q. " SEC~ TWPk1.R 1'5 SU RVEY OF LOT 20, UNIT GA ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT BOOK 60, PAGE 90, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. SUBJECT TO ANY AND ALL EASEMENTS OF RECORD. SAID PROPERTY FALLS IN FLOOD ZONE "AE" (BASE EL. 11) 8/19/91 ACCORDING TO FLOOD MAP # 125096 0007 0, CITY OF CLEARWATER, FLORIDA. CERTIFIED TO: BARNETT BANK OF PINELLAS COUNTY, FRED J. WILDER, ATTORNEY'S TITLE INSURANCE FUND AND CHARLES S. AND BESS M. BENTLER. THIS SURVEY WAS DONE WITHOUT BENEFIT OF TITLE SEARCH. SURVEY NOT VALID UNLESS SIGNED, DATED AND EMBOSSED WITH SEAL. BENCH MARK USED CITyrOF~CLEARWATER 1-35 IVOOP POLl!- -:5. I VA7&:1t" VAr: :z:- 7, .,8/;;;)) t;. OD fAI f}JwP/~k'- LLJT..I ~ IB5. ~1.. 111) 18S,LS'(P) Irr,ll) FtAI J/"xJ/" I. Z' t'.O/'lc'r4.TE -{LAHIAU 4o,ZO ()~ X: S)a ~<) o Y\ ~~ <: % ~. ~ 11:8~' IZ IS Q 1 1'roKY t13~ r-z' O/;I.II3zo If) I /YTZO ;\ "4-"=1_ ~L,7,06 ~o I>i toV61$f7.j I"- SA' W /.,' '() -:--. ~~ ~::: ~Q <)\} \)'n 'rit--t 9\1 N \c-. LQT- ,I /u F/P3/.f" \n '" ..... Z 0 TE.. t.I. A PLAt .rf'LANP .(ot/TH EA-fT (AqIlA/.7) 9:;01 is,.;iIL 7a i5AtJt. !.JQ' dJ( DATE SURVEYED 11/03/94 KILLION & ASSOCIATES ~ SURV~=(QqS . '- '--.X.J. ~.... I.,~~" J~"t ,-)~!- ~~ .l;. ii -- - ~ ~... r'~!'" f l~...$...~'" (~\1" h... "11_~ ~ ~ ;."]~ <." ..I f! ... 1254-A S..O!1t~;Ji.I@<<~)\~f), AYE;1~,~ , I - CLEARWATER ,}~~Rt1fi"A: ,341l-r6il:~!;.f (B 13 4'43"'].(16 {') , .. I F'~\\,~(;;'!{j~ ' 111ErtE9Y CEnllFY TilE sunvE:'!' AS "'EE1I~ THE f!11NI"'U""UCm-lqt.shf"l)Ano~.'~, C1W'fEn 2111l' B or THE FLOf1IO^ ,I,OMlIlISTM1M; (X)OE-:I'UIJ!lI:'tN1TO SI!CTION >. 412 (121 F 0,1, STATUIES' ~., ~~~ ""~ \ ~?,la8,,;, --.'\tf, ~ ' ;. "'\ .:-.;.-- .....l~!t..,,- .l...~,.'" ~~ ......~~.. 4-~t~... , .' ':;-- 'I: ,- i '>"-i::,V',C- .... . - .... ~,~! DON F I<rl ON -; . j. . ~,1 '- . i . ;;,~'t,~~ rLQRIDA S1 E PROFESSIONAL I.N.fOiURv.ErOR )qC;;\~3l38~ \r... oF"'i J. V ~ ~....."', t1"~j.. , .~..' .',. ~t...~ -- .... "'+od':-'~f ~,,"vo-4.j~tj~~ .... ~..\,\~ D.fL~ '" BOUNDARY SUAVEY THE SURVEY BEARINGS (IF SHOWN) ARE BASED ON RECOnD PLAT Job No Q.1 348 Date 11/03/94 Drawn by AK Scale 1"= 30 I LEGEND M - MEASlJnl;.O 1'1 ~ f'tAT o srn- SET IA)N mo WICAJ' '3'38 o SCM - SET (J;)NCI1E1E MONUMENT FW/ - OOlff 01' WAY OIH - ~"fAN(I CN/ - c:oNC:f1ETE WAIX CS - 00NCfEl1: ll1.OCK CBS - OONCnElE BlOCK & STUCCO {CJ - CAtCUtA TED (01- 010100 · FIR - FOUND If ION mo ~ FCM - FOUfIIO eom:nETE MoNUMENT FIf' - Foutm IT10tf PIPE . FPP - FOUND PINCliED ~ ctF - C1tAlNlJNI< F ENee W/F - WOOD FENCE llNO - SEl 'lAIl &. OISK 13138 f'RoP"~ED FIRf:7 T Ft...ooR AD D 11"1 orJ '7 DN 4 E.X.1f, T: , ~ WOOD 'P 0 C/C.. 'e)(I'7I, " , \"'\000 vea, 'I> W A TSR \,,\A '1' -... t- - - -f-S' to' <I 0~ 'E!>O' ' -<j) l- t: '30,01 ) \ , ,"- I,: )<<1' I ....r~ ~ , , :1 I~! ; ,t "I I' l' ',1, 1 ( t~~ I tjp of I t I, ,GEJ.l/..J,\Ll':'tlt " " " I I ,'~~,,' r ~ fj \~a, r , , l :' N r.=. " '1, . \1&:'. ' I' ,II> " " " I, I -' , 'I PROPO~6.Q , ',: 6$CDtlD':FLQO~ ,; .' ADO \"n oN o l(>, () 4- PAL~ 16L~"-!D t;>OlJTt\ EA"7T 'if P P7/i1'&Jc;::-S Iltuvr J(~ /!f/6?/If '?ITE PL~~ \ II::: _:? 0 I -. L E'. C::r AJ. ~ -- PlANNING & DEVELOPMENT SVCS CITY OF' CLEARWATER ~est Copy A \, ~ .1 .. : 0 ~ 1 <:"! I, , ~ ~: i ~~: ~' , , I, [ ~'::'~20~~,:; ~ I FI,lE C'dpy , ,', "I'i I I tr " , :::;1" , , I, " 'I , " ~,ih j' , li1r I' Y' , I' , , .,' I I fjl.)r , "I I I,~ , I \ I', ,I " 2 ,0 ' . ~ _{ ,I j" :,!n ,;i !r ')I I I ,I, I I: I" III '" ! 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I I \1 ," : ' , , r JUN 2 2 2000 " i 'I , ' I' , j 'p i ;1: I PLANNli~G & DEVELOPMENT SVCS I ~ ~ ~I \, 1 , ~I! f~l[ ~~~V.~: "I' ,"1.\ '. 1 CITY OF CLEARVVA 1 ER ~ Ilj:,'~ h ~ ,1'( ." ~l; ,I " ' I . \ l L~ , III " ", I, ~ i. I, c' " '! , I, I r., " , : ,I,' , , ' ~ Ill. , " ' , , , 1.1' I'l' , I' I, , , " ': I , , \ < ,f" " ~, , " 'I 'J, , , , , , L SURVEY OF ;1 I a 7QI ' 1-< ;SEC-L-~T"WP,/:::..L..R ~ f :' Itl \ . J i ~ J \ ,11 ~ . I ~ f ~ . ( I \J / l Ii] . l BOOK , ' LOT 20, UNIT 6A ISLAND ESTATES OF CLEARWATER, AS RECORDED IN PLAT 60,\ PAGE 90, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ' SUBJ ECT TO ANY AND AL L EASEMENTS OF RECORD. ' I I: SAID PROPERTY FALLS IN FLOOD ZONE "AE" (BASE EL., 11) 8/19/91 ACCORDING TO FLOOD MAP fi 125096 0007 0, CITY OF CLEARWATER; FLORIDA. · ' CERTIFIED' TO: BARNETT BANK OF PJ,NELLAS COUNTY I FRED J. WI LDER" ATTORNEY'S TITLE INSURANCE FUND AND CHARLES S. AND BESS M. BENTLER.' THIS SURVEY WAS DONE WITHOUT BENEFIT OF TITLE SEARCH. SURVEY NOT VALID UNLESS SIGNED, DATED AND EMBOSSEp WITH, SEAL. I ~"l I ,I II II , , , , ,I, , i, i , , '1 . BENCH MARK USED CITY(OF~CLEARWATER 1-35 -.:s. I VA7~;r: I VA~ Z- 7. ~8'(;:;)) eo, 00 r,1l1 /(/ ;:Nt7 HAl '-/f7I'i1t. * 'S: ..:t . mf:; 171') i!- LOT- I ~ 185. l.L. :'11)) IBS. L. S'(? II I?/!'AI) Fttll ';"x -'f" I III \ VOOI7 170Lf/- ' , > [, . I, , I : " ii'" ' i I, I. Z' LO('lt'e'~7t: :fall/AUI FN1?' ' NAIL/PI11L . ;5' 40.Z0 ----x , LQT- ZI 1+.8:5 r"liS ~ ~ ~:: ~Q \}C} Q", V\~ ()' .......Q N ''c- ~ ~~ ': -:::: ~B:- . a ~Q G Y) ~() z....... Q I 1]VJ(Y 186 r-Z' 0/;1.# 3ZCl tf, I /'J'-r'7..., ~\ 't ~ I ~ ifZ. '1~ 4: (: - ti tov~r?~ '" 8..4' N I,"~ 'n . . - V) - .....l r- -.... - N 'z:z 0' /u t ~ 1(1 14), 80~rA,)A u 0 P ro/+" 'n Z 0 T< L.I. J... TALAI 11'LANP -{OtJT!l tA?T (AqIlAJ.T) .... 50 I i5A L JL Ie; 1311 t JL. i.JCJ ' rlII/ , " . , ' , ~ j ~ I , DATE" SUR VE YED 11/03/94 KILLION & ASSOCIATES ~ SURVEYOnS BOUNDARY SURVEY HIE sunvEY BEAnlNGS (Ir SIIOWN) ARE BASED ON REconD PLAT Job No Drawn by Q.1-'l,48 AK (Ml - M ,,^SUllEO l'1 ~ f"V, t o 91n _ 5ET !nON roo WtcN' n I:IS o &eM - 5ET COHCI18'E MOtlUMEHT rwI ~ IllOHf or W A'" 0111 - OVE" WIG ctN. Cl:JNCtElE wm< co - COt./CllEfE DtOCK eM - ~lE DlOCK & Stucco Date -1.1/03/94 Scale 1"= 30 I LEGENb tel - CALCULA t EO lDl - OEFO · Fin v FOUNO IflQN roo · FCM - rOUtlO CO!tCf1EtE MONUMENT · Fir - rwlto I1lON I'IrE . Ff'l' - FOUNO rlNellEO Pl!'E C1I - CtWNUNK FEUCF WIF - WOOO FEUCE 8110 - BET U^IL " OISK I ~ I ~~ 1254-A SOUTH IllGIlLAND: AVE. CLEARWATER, fLORIOA 34616 , (813 443 7067)' , IIIEnmy CEntlFY 11 IE svnvEY M MEEtlNCIlltE ',INiMVM TECl:1UIC^L SIMIOArtOS. Ct IN' frn 21 t II I n or TIle FLOf1IO^ AOMIr/lSTIVI tll'~ CODE "'-'I1SUmT 10 SECT10tl H2 021 F O^ SIMU1ES" ' I 'I' , 1; DESIGN AND MATERIAL CRITERIA 1. The addition is designed in accordance with Section 1606, 1997 current edition of the Standard Building Code, American National Standard ASCE 7-95 and SBCCI SSTD 10-96. 2. DESIGN LOADS Roof Live Load ................ 20 paf Wind Load Basis ............... 110 Mile Velocity Floor Live Load ............... 40 psf + 10 psf partitions 3. FOUNDATION DESIGN BASIS Continuous strip footings and/or spread footings are deSigned with an allowable soil bearing pressure of 2000 psf. If soil of this capacity is not available, notify the Architect for corrective details. 4. WARNING The structural integrity of the building shown on these plans is dependent upon completion according to plans and specifications. Structural members are not self-supporting during construction and require t~mporary bracing until permanently affixed to structure as directed. The Structural Engineer assumes no liability for the structure during construction, unless the construction method and bracing are included in the plans and specifications or are supervised by the Structural Engineer during construction. CAST-IN-PLACE CONCRETE 1. All reinforced concrete shall be normal weight. The minimum 28 day compressive strength shall be as follows: a) Footings and slab on grade .. 2500 psi b) Coluinnns and tie beams ...... 3000 ,psi 2. Concrete reinforcing steel shall be Grade40. 3. Welded wire fabric shall be 6x6 w1.4xw1.4 GENERAL NOTES 1. General Contractor shall verify location of all existing plumbing or mechanical lines before casting foundations, or cast protection around lines as requested. 2. All fill under foundations shall be compacted to 95% of maximum density (Modified Proctor Test) at optimum moisture content. MASONRY 1. Minimum compressive strength of block shall be 2000 psi (net area). 2. Minimum prism strength (f'm) shall be 1500 psi, U.N.O. 3. Mortar for masonry shall be Type S or M. 4. Grout for block cell fill shall have a minimum compressive streng.th of 2500 psi at 28 days. . WOOD TRUSS NOTES . . 1. All designs by registered Professional Eng~neer in'State of Florida, and all shop drawings and calculations to be signed and sealed by the Engineer. 2. All trusses to be deSigned per applicable provisions of Standard Building Code and applicable Timber Codes: WLL Top Chord ...................... 20 psf Bottom Chord ................... 5 psf WDL Top Chord ...................... 20 psfc' Bottom Chord ................... 5 psf WIND ............................... 11 0 mph TOP CHORD OF TRUSSES TO BE #2 SOUTHERN PINE. ... 3. Submit shop draWings showing all stresses, members, connections of trusses to temporary and permanent bracing. Provide minimum 1x4 bracing of all 2x members at maximum 8'-0." o.c. including bottom chord of trusses ani diagonal members. lndicate all reactions, including upl~ft,. Indicate wind velocity, height above grade and connections to trusses, including valley sets. '.f 4. ~: The truss layout shown may be altered by the truss supplier, provided that the Engineer of re;~rd is notified of any revisions to the roof support locations. If the truss supplier makes revisions without notification to the Engineer, the truss supplier assumes full responsibility for the 9rf"V(tural design of the substructure, including walls, posts and foundations. WOOD FRAMING NOTES 1. All structural lumber and exterior framing to be #2 Southern Yellow Pine or equivalent, except as shown on drawings. 2. Follow all requirements of Standard Building Code, current edition, for all wood framing including but not limited to connections, bracing, bridging and nailing. 3. Microlam beams shall be as manufactured by Truss Joist or approved equal. Fb ......... 2800 psi Fv ......... 285 psi (if required) E.... 2,000,000 psi 4. Nailing 1/2" plywood to 'i~Ut?€>'S.<; 8d ring shank nails at 6" o.c. typical. At gable end!> use 8d r~n9 sha.nk nails at .4" o.c. typical for first 3 trusses. k\OTe: ALL \V1At;OtJRY k\Al.ll? ARE.. <0~EA R ~\A Lt.0 ,. '" '" '" o Q. - t~oVe.. JNlt-lOOW .t -WALL ~e:.Lol~ 1"" ' ft.oO R J ''>..{''.~~}':r,*?,~ I I I' ,~e.MO'le. I I I r- I :rO\(....~1~Ll I( \11 II :1.-_ - I ~I, I -} ') ,-"II . RE. MO\JE. I :~ I~ -/ I WALL _ )r4 _ _ _'_ tit-11? PERIM. E>E^M I 1-,.-- - - -3/ ;~oRE. ~)(\"JT. I I ( '1',1,:, .tJ,K~~UI~~ I I '- _ J .i;1 '''l:' ;'~f,.~.?:::!~~,~~~l()~ .~~:t<e MO\} E PARTHION. ~i>1o ve. V~MlT'( RelVtO\f~ (< C-E0t;ED iue>( ~o \Sf<.. PARTlAL PEMOL\TIQ~ __fLAN. \(Ai"o.l'..Q. l' ~ ~/,.~.RW1t'~ R~A~ ~rh: ~ ~..Ar?V'/:170~))..l- ~^\oLJ,l-rrL?H' AtJ-fe? " HO"f~~ -t- WA\ER \~\A '< n~~.,'.'.,obf"D'T.' '0, 0,. Cf<. I E~Iq,'r. ~\OOO oea ~ t:~A.t"/A-l.l N,'e ' PR.oPc.9e;~D FtRr,r Ft..OoR AVDt-rlotJ~ PRoPOe.e.D .?S c; D~lD fLOOf<. ADD\TloN ~~ f:D~~~ vtS~~ (Ju5' ~, V7 ~~~~ ?~ SIrE PLAN APPRO ft! CAsE # l __ __ ,i~E:i~rv: 7~.~ c .--.-----.----.SfG TE 'f. r'U' NATURE . IN\TE .cc) o \.f' Q 2>0. t) \ 7 \ ~ PALM I?LA."1D 0o()T~ EA~I.__._ PL f-\~ _'''.'~'_.~_'. '__.___'_"C_ ,.,---...~-..~"'_....~,''''.'.....__._--,.. ?.I'~r.::::-, -/ I ~ c.. lll::?O ( -Le.G1A('~ LOT, '2.0 UNIT ~ A \t::;L.Afo-J"D ECjlATe;t;' OFc..Ll:.~p..t""Alef'.) At? !<:Sc.OftCED \h~ f'L"'1 e,OOf:.. ~O! l?A~l';?.. '10 I of T~t ~:.. 'PUBliC. REC,ORt>iC;? OF 'PfNtZL.lAt:.l .c..DUt-J iI/I Ft...O \2.- \ t>~ t ~rf'e ~A"'1A: ~XI~1LN(i?d2f1<!~+' +,,; ~' ~~~" ~..,.... ~/~fll4G? 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