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HomeMy WebLinkAboutWieland Residence 9300609LI erefr''?.4v I FRN1IT REQUIRED Yes No Date a-1' 2 snit. LOCATION: PR #: PERMIT INFORMATION LOT SIZE DIMENSIONS: 40, X 1,4061 BUILDING SETBACKS (ACTUAL): FRONT 2 REAR R.SIDE j,6'' Q ` L.SIDE 0 SQUARE FOOTAGE OF CONSTRUCTION: 2, 7-4q . " DESCRIPTION OF WORK�1 PROPOSED USE: !Wyr TYPE OF CONSTRUCTION/DEVELOPMENT ORDER: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: V1 COMMERCIAL: INDUSTRIAL: OTHER: NEW CONSTRUCTION: ✓ EXPANSION OF EXISTING BLDG: INTERIOR REMODELING: OTHER (SPECIFY): EST. COST: DO' hob EST. COMPLETION DATE: Krm STATE OF FL REG./CERT #: C+ .(,to S 1123 COUNTY CERT #: 103 BUSINESS NAME: VW_14r,, ow U160 ("wo Or- r/L j NG QUALIFIERS NAAME:- ADDRESS: z A4 , Slid CITY:. ( 'V�La, STATE: -IrL- ZIP: '53,4 j Z. PHONE #: 36 -26 • p6 11i- ARCHIT/ENGINEER: W ' -f%A<5iG L,I WA ADDRESS: CITY: S'� ; (,.V G(�v STATE: ZIP: S25 PHONE #: ( A7_1 - qi ki BONDING COMPANY: ADDRESS: CITY: _ STATE: ZIP: MORTGAGE LENDER.: ; ,A�� ADDRESS: CITY: STATE: ZIP: Ot3 60 13.6 PLEASE PRINT. DO NOT COMPLETE SHADED AREAS. DATE: hq) q-3 PROJECT INFORMATIq'4.3 "I'll 29 07 PROJECT ADDRESS: -; 1, i-: SITE PLAN/PROJECT NAME: C 0 0 fribi 1-iA T SUBDIVISION: 6'q LOT: BLK: OPIUM p-lilmll-lyll' .." ......... . ...... w-W"'iRt .......... PROPERTY TAX ID #: JI0, 6aM - 6%i -1 PARCEL SIZE (ACRES OR SQ. Fr.) + d22 LEGAL DESCRIPTION: D tLi lKI& W6AWv 41 MAr- J61W-- 17. . AA-fA I . /-w 4" OWNER NAME:.. Kjcg"t J. CA-V-js-t ADDRESS: 9MI tw CITY: �04iw STATE: _CL ZIP: fT] PHONE #: -(5 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: ............. l-.--.-.--....-'-z..� ............. -INAZ 'o 1-1 01 WE MEN I k' _:t -Ae -7 3D -C 43 , 1 0 . L -, 1,7, Ma", � --A 0 77ff cr OS:04/83 13:21 e e 1&504 T53 8651 SPIRAL MPG yecYK . �VEPAR'iZ1+I HT OF AGRICULTURE o, ' �!■b1iE �is�ster'� TQAEIEs UCQtsf T10. lifitAlft of Tres is To tanrr, Thm n,. �Sfii nr� a�prr p , a c�..,1.r 1,y a Pow, Wdgk��°a�no dmI ��"tcjft 6• %VI mod. �eaw,Rv GI otrp � W MMEER -":BMND. � u p� S. �'�ocy, � ^ 260 oarr fhofe.afm� f TOLM/ V � ! uwrrs r� wNwe OF PUItic we - � • ` � � fir {� � �' Imo} S Tn� �R�C70R O� T��ASTEt LWJXElt � �f1101f 7�5 LINE • �,� c� � I PrARK. TARE A , "E""mmg oemain to NET lilil f IH L1W� U � <' �fUFI cAmat y' fir. C 1MEIGHl , M , MID DIM NAW Shp t --� , 16H-62S 0- k , ; 3WE MrnaVW , , 03, 04%93 13: 22 27504 T53 83$1 SPIRAL MFG C uVj PTL - INSPECTORATE r sw� rwANaiwoa aiwYw�eT 5516 DDYLN STRIJiT OAKLAND, CALIPQPNIA 1;at3(jI5 TZLI 416-mAa.p7DG IKAX: 415-651Y1038 ORDER Na. SFR- 797 DATG July 251 1986 p_o.# Verbal Mr. Groves CLIENT: Aero Architectural Products 16838 Saticoy Avenue van Nuys, CA PROJECt': Witnessi►ig Load Tests of Spiral Stair Kit AT: Aero Architectural Products Van Nuys, CA CONTACT: Mr. Fred Groves on June 25 and 27, 1988, PTL-Ines ctorata� inspector, James Williams reported to Aero Architectural, -Van Nuys, lifornia to witnvas the testing of a Spiral Staircase. The test was late on June 27, 1985. The tests con- ducted in accordance with approved specification by Building Engineering and Inspection Bureau Department of Euilding and Safety -City of Los Angeles and dated May 20, 1984_ Attached are copies of (A) Test Speci.ficat ons. - (B) Teat Certification from Bureau of Weight and-Miasures. (C) Teat Results and Figures (2) Two Sheets. The teats results were satiafmct�ry per approved specifications, with the exception of test No.1, raading 3 which indicates a final deflection of 3/8" (maximum allowed per specif cation is 1/4"). PTL-INSPMCTORATE C., Wic ael B. d District Manager N A►n,.OvAt TP{dr: R.►TQN OR CT�T@in6Nj* OONauncPA O0 QxTOAvri:! ,1�q�vso r.RNONO ON• WlHrrf z LLL 1bI1f CO, RMFOIA . XQOWCKTV of P 04 ' 1* ----------------------------- --- --- ---------- --- ------ ---,-- - - - --- - - - --- ,:kJ 05.04.93 13:22 IW4 753 8351 SPIRAL MFG Q 004 tilrulation of Loads far 9prial Staircase and TIsting Sptttficetons The -stair is tosposad of riser sections, treads, and It a top landing. To compute the area that Will be lUbj! I live load. The areas of each tread is computed to follvwss - _ M 0 Although leaded area of sash !read Is mhtped is a pie sllet, with a bite removed from O � the center, the shape can be mpprafloated by 4 tv r-n quidrangle. The quadrangle can then be dirid d Into two triangles. The area of each triangl If computed using the f•aroula, sgrtlsls•alit-bi( -ell V wherd se(atbfe112 and a, b and a are the ling ,a 2 of the three sides. rrt r� z• a b r a Area h Triangle it 26.0623 2.625 26,873 27.71121 32.99 O L; Triangle 1: 26.5625 11.5 26.975 32.46073 149.98 T 102.97 sq. In. -=- Total Area/treads 1.27 sq. ft./tread G� Total Distributed Laid 113011ft21 190.59 lbs.ltroad � Total Load for 13 troadsl N77.73 �•C ArFa of Landing 113.5 x 31 N Laid oh Landing a 150111t21 3.34 rq. It. 500.52 Ibs. lotil Laid an 9taircasei �779.26 lht. Test lit fleasUre and record the height of the bottom of each tread frog the floor. Except for the battaa tread which is loaded with 300 lbs on a 6 in square area, load ill traadi with a distributed lead of 191 1bo, and the landing with 501 lbs. Allow the Toed to regain for 24 hours, heasure and retard the height of the bottom of each tread frog the floor. this represents the final defwlertian under In d. ?' kesova the totds, and measure and retard the triad hmlghts again. If the trv4 -de have returned to their orlgnal positions, within .25 in. the load was eueesesfully carried and this tgtt it passed. IF this teat is not pissed, wait 24 hours and ratendre the tread helghts, and compare We to the original asaaurtlaents. If the treads have returned to their orignal p eitions, within .25 in, the load was sucteeefuliy carried and thlt 'test is passed. Teat 121 Tait 12 Is iderttical to test Il exetpt for the, loading. In test 02 the laid, Pill be placed only on six treads. The Irtadw will be the ill' sequential treads suit opporlte•the landing. N our 13•treid stair, this if the sir triads starting with the fours tread below the landing. R -------------------------------- 0S%04%63 13:23 'Q`b04 733 8381 SPIRAL MFG O0b PT -INSPECTORATE INC.' TEST STA xIC LOAD TEST #2 lnitial.ftight Height Aft*r Loading 24 Hrs. From FI-oor ��' Tread No. �•� 1 — 2 3 4 — .. 5 36�15/16 36-11/16 6 44-1/4 44-1/16 7 51-9/16 51-1/8 g .58-5/8 58-5/16 9 65-13/16 64-3/4 10 73-3/8 72-7/8 11 - - .12 _ .. 13 - - Height After Final ReWve� Deflection 36-13/16 1/8 44-3/16 1/16 51-3/8 3/16 58-9/16 146 65-11/16 1/8 73-1/8 1/4 yvvvv _ PT . - INSPECTORATE INC. i STATIC LOAD TEST TEST #.l ' Initial. Height I Height After Height After Final Tread No. From Floor LTA.) ) Loading.24 Hrs. ( II�l. ) R MO FAA Deflection YIV. (TN.) 1 (Bottom) 7-1/2 i 7-5/8 7-5/8 1/8 2 14-`3/4 I 15-3/16 15-1/8 3/8 3 22-3/8 , 22-3/8 22-3/8 0 4 29-1/2 29-5/8 29-5/8 1/g 5 36-7/8 36-5/16 36-15/16 1/16 6 44-5/16 44--1/16 44-1/16 1/16 •7 51-1/2 51-1/S 51-9/16 1/16 .8 58-3/8 58-5/8 0 9 65 64-3/8 64-13/16 3/16 10 73-1/4 72-5/8 73-3/16 l/16 11 80-3/4 80-3/16 60-5/8 1/8 12 88 87-5/8 88 0 13 95-1/2 95-1/2 90-5/8 1/8 " MAY 05 '93 09:41 ST LUCIE TRUSS 4073353209 TO: P01 Version 5.7»»== Customer s SCOTTSDALE Spa eat #.= BJ49392 T A81lCTYoNB 8IZE 3.55 7-599 3.50 MAM (X-LXI'T,Y-=P)IEj2-1p2j,Ew6,2j► B-1-8 3-6-9 7.. 31-0—a G v-S i�uJ� y 4x6 .,..� 3x4 3-4i9 1 k� 2Adf *a 2x4 3x� \As= 3-B 9-Z 7-8-,Le 4-7-10 LUT HEIGHT: 1-6 SPAN: is - LOADING L(PSF� MAX STREg 2-2 'TOP 40 10 TOP 3-S SOTT 0 5 DEFL.08=Q asp===zzztico=a=�iicz"ww====asz�R== �Y STR..INC.= LUMB w 1.00 PLATE = 1. REPETITIVE STRESSES USED ===I 016195 ===_____ � «<<ST-LU iE-TRUSS»»=== as ID s T4 Sat iMar #30 08:119:25 1993 ntity Top -Pitch �12 ==Sitil�ti��a=os�ea�===ml.r tia � Leo===.�a=oes=ssfso==:a==�brssa=ao V—LW ; 2-18-3 c,. 150rAWN- wl *:,�D $x4 2x4 4 3K4 3x4 2-1a-3 13-°6-ia ' 2—i-8 3-9-15 13i-6-12 3-9—id 4x8 _S 3x4 RISE:1-6 RIGHT HEIGHT:i-6• SES MINIMUM ORADg OF L ER TOP "0.3P CHORRDD:22*4 No.2D 19 SP .05 L/360 WEBS ;2*4 N0.3 19 SP R 11ii====x IYi ti�ti4=.4= =Stir ASS=Oii Y[z 30 SPACING s 24.0 �===sz RAl===az 1CC OC iizIR in. N0. OF MEMBERS o. c. = I CHORDaB: J ' 2 -6 -70TO BE .2 BE *2*6 No4 NO-3 g19 SP MAMA AlZ XI4.'�C U20«2¢9,E15 Ml1KWAC'iZ1= yxx Am a 44 W A OUVANI8n sTM(.MC pT AS 2L!►' I lRJBT III YNATALM CK xkm PACE C8 Joma, Bnl Y( AB BFIOf�fif)bUsm COWWMS W= NA8 DE82@i BP8C8, 89AC,HA8-43 'BUG DWIW[ I8 y= MWU PAMCA ON ONLY.r= rx*tRlf n Z OCURY DACIR0(WBICH I8 ALWAYB IM)CCKNIM =0 ARCRITBCT CA X=IN At. ==<c«A.C.E.S Version 5.7» » Customer : SCOTTSDALE ProLERajeat #s BJ49312 MUCTIONa - e:sa: 11-739 3.59 7--739 3.51 MT O"MUS(x-lWT,Y•20P):[36-e,21,[is-212.5], 3x6 1 3X4 r1 3-8-•3 016196 ]========««ST-LUCIEiTRUSS>>»=== Sat Mar 20 'u6s ID : FT5 Family # ):i9t52 1993 03 tantitp '1 4 TOE P tch : 1 3-44-1 9-10-13. 2-ill-3 3x4 2x4 2x4 a 4 5 N6~vr( a2044p 7-8-12 7-8-1® -,EFT HEICHT:i-6 SPAN:iS .,OADING L (PSF� - SIRE • ^OR. 40 .. 10 TOP EOTT 3OTT 0 ' 5 DEFL . J _ 3TR.INC.: LUMB = 1.00 PLATE = 1 IEPETITIVE STRESSES USED 'MRs 1-2; 6-7 TO -BE 2*6 No.2 19 'LAMB AIM X=W M29-258,216 NARMACTLTI= Yj= Aa'ad A AM DISIGN _B PM Mag YA=CATIOA OnY.BOA PZFmh P=aT 9 3x4 9-12-13 ,3-19-3 8 4x6 -13 3-9-15 13-6-12 3-9 5x12 -S 7 3x4 -12 91SE:1-6 AIGHT HEIGHTU-6 SES MINIXUX GRADE OF TI ER _$:58 TOP CHORD:2*4 No. A 19 Sp �754 2 T360 WEBSCHORDi2*1 No°:3 1P SP IZO1IIi.7C 00 SPACING : 24.0 ino. c. NO. OF MEMBERS = 1 SP FALLY(XX=FT As sww)DEBxu owwcvm wnm )D® DISIM finca, "'Balm-91 AXD Alt nm=Q(wAxca xe ALma riwiccusurm axaa A=nmcw = xxazam. BY % DAIS SHELI �r PROJECT u SUBJECT • f I ! I ki • I I 7n cl, t_ - dam-. -�:. •i _ .. .. !J� .j.....'. _'�'-- ;'-- --- ! I tj • I' 1 _ { , r II. j I�O1 O —i• j is-- . • . �_�_..�;. _ , �.` -,-,- �- '-: ,. -.. � p'! , � .;�. j• � is � I. _-.�:'':, �•\1 • N a `� 5 i I ► { ! i ; 11- (6at'R.k7a "SIA LL ! pi0-13bj3 ;PS{ SR_ G41i! Arf ? G, ➢fc (5 t1� (ZSA' ALI. gC 'A9it' 6)5 .0 I?A Coj , ➢� ! I! 3 -' laLlaw./{LI E ;SasL pIRSs,{�1R • SNgs l g 250; psF.C:oNT�A i�(� t L C c. rt�: j -; f�'iT J.7 U,1. �ilSPy,, Cai to{!� S�As( o...qs��. la-oi �P�'ni• i.. .1 s.. UUNSULTING ENGINEERS 3190,N.E. MAPLE AVENUE JENSEN BEACH, FL 34957 (407) 334-2600 DATE • �_.' �... SHEET 2 2 :rROJECT OF HI C0I 15T R�SIp6NcF SUBJECT I , : "II 1 ••,_ ( oL P TG 5 1 ; ._._L.• i I' _ WI _.�i%Ssz_ PLpj� i I I I , 6A :wA j - I L•A o ..6 I. Ic . X : �. ._ 1 '..� . .I I Q�.16 -flh .: ...�.------..._iG..-• -' -- -- - ... � ± :! _ .ZH• •� ��.clSr�flM l_ --}— I - — l:':: —.�-� _�-• i j j ,� :.{. ., I. .Z;Y X�5.1►r1(,�=.5 lui�.•;�_.. � . ` •--=1' : _ -- _I __ - - .I _. WD — - _�_I - -- _ -- C - --- i r-• 1. � --; L_.(. :�. .�-- -� ( 9. 2 �: /�'_�i•5 .: I_�-:..:i i��,i ; ..f, +! .�. J. if . _I C• � ;•.• � ,• i :��V�•(� WI-PoalcR>rTE• jA'F-TE1�..jREc�lo� ..._ , , �.� X � +. A ;. . � ._ -•- -. �i -+' { .I'LM- -era - .I� V. J. GERLEY & ASSOCIATES 4 CONSULTING r:K1r_%1h1f=P:PQ 3190 N.E. MAPLE AVENUE JENSEN BEACH, FL 34957 (407) 334-2600 BY DATE SHEET OF Corn M11T VA c 1- 4 1 C Wf ME LOT SUBJECT j 4 1_12 e, F IN Fill Tur 4�, I A, 7.r, -1. _J 4L ev �1 N-2- T. _Y G 'SION OUNI j LU_V�_ I rip toga IA r� F 'FORCOk I 7V !Rfi.Na AND. PE 0s k-EVT QN - .q I v1d_ WILL it E Ni. Of . T if� 5 ..... .... . IS14LL AT 1 N-A W! ifWm A 6) 5 P-APE 60; r5 il I AULDwA DIL i T fA OR, 10 CIf PA ? 5 j 6", tj D (D V. J. GERLEY & ASSOCIATES CONSULTING ENGINEERS 3190 N.E. MAPLE AVENUE JENSEN BEACH, FL 34957 (407) 334 -2600 BY DATE SHEET OF PROJECT SUBJECT 0 4 1 Ax L 7-1 j AoT A i ' ,_ _ ;J;_ i �__, _.. ,_ v V 11 10 IN �'W'tlo wlpq C14 o 5T; elf 4ABM 1A, S 'I 6A ul-v"A r-17 4 I j .i i a 1 t i .' .' o v "T E 'Rtcl Y J L k C- \vLLL, (' FKcuT FC jt-� �' • _��h '(b � � �-(KaJI�►-►-(- 4-10 �iD f-f pl.lr�-el lL. - .. P�ov I , ourLEi� f�1+Tsri rS.F la 6, K oL4o w.dt.1.-rr-> ca=4Wq (l> I;DFT OULK G \V-d -��f tpd �-4H 5 r F&I 'To L WG 1CK-I pr-o\nt2r- r-x� OOC FAO�j IN rfr 6 �l � REia � I �P � P�o� r3c�c+-�� � EST• 4 k P ,Dro��o ���c�E� Mr -I M*� IKoi\v JLa1Jn Lo-r ak f ��,�u� or- IiL6 LPO. FgbxjL,5 6*v DAIT' 4-11-gam LILIM 6ft6SEr (qo7) 87-1 -qq4-7 . dZ'I NIO P,\I.c PIu�I. \vI 2, ft-g IZ atq Wo — tsT�AN -� ��u�z�--���TJ OF-s � EPICo<6SY'-f 10AS P pA�/�Rou� C�o-7� 2b$-I do :. NTo FTC � MIS - ,, I6KU"vpll �� •�� --- " - . to to ww.M� 9F U c X I-," API Cow- P�aLco�l� �Tal CT- l.� 4�- 3 naF-rl............ z �r� (407 ) e-7`7 --i4-4 -7. uwvk, 4 ��E- I xt-,T--flvj� clw) "-�44-7. 31811 =1 I -C> I I SDI ffim� POST 18AL-20 -24x36 wo PEr-K -TD m rj4q be:;, FLf-- hf,ej� - r�OVIQF— geF- \\/tg auoq \\J/ 01 F r', I IDWAD 9'FLXT 1 -10 1 17,0 at-XIOr � pecr- �r C*j eE-pip-r- l mr- � wt�LL 661 mv . 11 Oro Ni41 bF F,T aTT to WM, 9 (1) V5 fe V tz bO ch 0? 113 4-j V) u Ln tn III a i 9p� Lo4, i "And 753 8951 y„ SPIRAL MFG . 2 Alba�- ��� J©1ST GHAAOC ita ,lCCvMDQ 6 Ski L AvA,L. ooc��EsT 4 4 QOARD OF COUNTY COMMISSIONERS a DEVELOPMENT DIRECTOR TERRY L. VIRTA I M P O R T A N T ST. LUCIE COUNTY.FLOOD HAZARD NOTICE BUILDING PERMIT # 93-00609 CONTRACTOR Home Service Club of Florida Inc. I OWNER Christ, Michael J N O T I C E THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 8 FEET, NGVD (MEAN SEA LEVEL), OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO. CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI- STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN. COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION OF THE ST. LUCIE COUNTY" COMMUNITY DEVELOPMENT,DEPARTMENT. VIOLATION -OF THE REQUIREMENT WILL RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE/ ENFORCEMENT _ BOARD. THE BOARD IS EMPOWERED TO%LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH DAY THE VIOLATION CONTINUES. A FINE OF NOT TO EXCEED $500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION.. -,_-THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER,'NO FURTHER CONSTRUCTION SHOULD TAKEPLACE, NOR' WILL.ANY INSPECTIONS BE MADE UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIVED AND APPROVED. SIG ATURE A HAVERT L. FENN,'District No. 1 • JUDY CULPEPPER, District No. 2 • JACK KRIEGER, District No. 3 4 R. DALE TREFELNER, District No. 4 • JIM MINIX, District Nq 5 County Administrator — WELDON DE LEWIS 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Zoning: (407) 468-1553 0 Code Enforcement: (407) 468-1571 . ' . . ' . _______________________________________________________________________________ __________-_______________________�__________________________________�_________ ` I Hereby certify that the plans and | Review of the -plans and specifications Apecifications coveredby this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida| Code. Before construction is completed ^ | this building will be inspected for , PREPA | compliance in accordance with Section DATE:` | 553.908 F.S.- ^ ' I hereby certify that this building is | in cpmpliayce with the Florida Energy Code. | ' | OWNER/AGENT: | BUILDAG OFFICIAL: DATE: ' � | DATE: ' . ` ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maxi mum of 0.34 34 CFM per linear foot of operable sash crack. EXTERIOR & 904..1 Maximum of 0; 5 CFM per sq . f t . of door area. Includes ADJACENT DOORS sliding glass doors, solid core,, wood panel, insulated, or glass doors only. EXTERIOR JOINTS 904.1 To bz. caulk:ed, gasketed, weather stripped .or other- & CRACKS wise sealed. WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided; An external or built in heat trap must be provided. SWIMMING FOOLS 904.3 Spas -and heated pools must have covers (except solar & SFAS heated) . Non• -commercial pools must have a pump timer. Gas spa & pool heaters,must have minimum thermal efficiency of 78 ----- - ------------------------ ' HOT , WATER 904.4 -__-----•----•----------_..-..--------- , Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. SI-TOWER HEADS 904.5 Water flow must be restricted to no more than-3 gal-- - Ions per minute at BO FSIO. ------------------------------------------------------------------------------------- HVAC- DUCT 903.2 Constructed i n 'acr-ordance with industry standards & CONSTRUCTION 904.6 local mechanical codes. Ducts in unconditioned space Must be insulated to minimum R-4. ? & joints must be sealed. HVAC CONTROLS 90467 -------------------------- Separate readily accessible manual or automatic thermostat for each system. LNSULATION T04. 9 Ceilings minimum R--19. Common Walls - Frame R-1 1 or CBS R-3 . Frame Common Ceilings & Floors R-1 1 . ' `** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** OMPONENTS REQUIREMENTS `PRACTICE #2 Comply with Practice #1 and the following, �----------------- �_�...... *........... _......................................... Exterior Walls & Floors Top plate pedetratipns dealed. Infiltration barrier . installed. Sole plate/floor joint caulked or sealed. Exterior Walls & Ceilings DuctWork ' Fireplaces ' Exhaust Fans Combustion Appliances ^ � � ` Penetrations, joints and cracks on interibr ourface caulked, sealed, and gasketed. Ductwo k in uncondition6d space must be sealed. Equipped with outside combustion air, doors, and flue dampers. ' . � Equipped with dampers. Combustion devices see'903.2 (f). ' Provided with outside combustion air. ** INFILTRA.TIOhl REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS REQUIREMENTS PRACTICE #2 Comply with Practice #1 and the tollowing.- ----------------------- -------- ----------------- -------------------- ----------- Exterior Walls & Floors Top,plate penetrations sealed. Infiltration barrier installed. Sale plate/flbbr .joint caulked or sealed., Exterior Walls& Penetrations, joints and cracks on interior surface Ceilings caulked, aealed, and gasketed. DUc'L-Work. Ductwork: in unconditioned space must,be sealed. Fireplaces, Equipped with outside combustion .aa: r 4 doors, and f 1 u-e dampers. Exhaust Fins Equipped with ' dampers. Combustion devices 'see 903.2 y Combustion Appliances 'Provided with outside combustion air. SUMMER CALCULATIONS ==='LEASE _-- 1 __= AS -BUILT OR I EN AREA .€ E SPlvl = . ------------- ----=------------------------------------------------------•-------- POINTS' 1- TYPE SC OR I EN AREA x SPlal ,; SOF = POINTS .N 108.00 47.8 .5162.4 1 SGL TINT N' 3 2.6 51.5 .94 1540.9 1' SGI_ TINT -N .: 2. 4 51.5 .95 1593.5 1 SGL TINT. 1\I 11.6 51.5 .94• 558.6 • 1 SGL TINT N 2. o 51.5 .94 1540.9 E 166.60 102.0 16993.2 1 SGL TINT E 64.8 107.1 .94 6558.4 SGL TINT. E 13.0 107.1 .94 1315.7 _1 SGL TINT E 16.2 107.1 .94 1639.6 1 SGL T I-NT E 25.0 107.1 . 93 .2476. 7 1 SGL TINT E 23.6 107.1 .93 2338. 0- 1 SGL TINT E 24.0 107.1 . 93• 2377.6 S 156.00 0 90.9 14180.4 1 SGL TINT S 60.0 1 98.3 .93 5455.7 1 SGL TINT S 40.0 98 .' = .95 3725.6 1 CIGL. TINT S 40. 0 cJB. • .94' 3696.1 1 SGL TINT S 16. c i 98.3 .90 1420. 8 015 ,; COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA ______________ - AREA FACTOR POINTS POINTS 1 POINTS " .15 . 2,208.00 ---_- 430 -60 ---- __________________--- .769 = 6, 336. 00 _____________ 27 q 948. 17 1 36,237.90 NON GLASS -------- AREA x BSPM = POINTS 1 TYPE R-VALUE AREA .. SPIN = POINTS WALLS -_____-____._____- ' ,L•:::a t 177().0 1.0 1770.0 1 Ex I%IormWtBlock: In 4.2 914.0 1.16 1060. 1 E,; t Wood Frame 11.0 856., 0 1.90 1626.4 Adi 234.0 .7 163.8 1 Adj Wood Frame 11.0 2_:4.0 •.70 .163.8 DOORS ------------------ E,;t 30.0 4.8 144. 0, 1 Ex t Insulated 310. 0 4.80 144.0 Adi 17.0 1.6 27.2 1 Adi Insul cited 17. Cf 1.60 27. CE T L T UA 16 3.0 .6' 97 8' FLOORS--------------- _ • Slb 181•.o -=1.8-5755.8 1 Rsd 152.0 3.4 - -521.4 Under Attic' Slab -on -Grade Rsd Wood Adjacent 19. 0 1623. 0 1'. 10 1785.3 .0 181.0 -31.90-5773.9 11.0 152.o 1.80 273.6 .INFILTRATION ---------- 1 2" 08.0 10.9 '21'4067.2 1 Practice # 2 2208.0 lo.90 24o67. .TOTAL SUMMER POINTS 1 • A-8a 817. 01 1 9,611.74 TOTAL x SYSTEM - COOLING 1 TOTAL ;; CAP x DUCT ,; SYSTEM':. CREDIT = COOLING SUM PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS' 48 9 817. o 1 .. 37 18 q 062...9 1 59,611.74 1.00 1.100 . • 40 1.000 22, 294. 79 ******************************************************************************* � SUMMER.CALCULATIONS ******************************************************************************* ===.BASE === | === AS -BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = � POINTS | TYPE SC ORIEN AREA x SPM x SOF � = POINTS -------------- _--------------- N 108. '0 47.8 5162.4 | _--------------------------------------------------- SGL TINT N 32.0 51.5 .94 1540.9 � | SGL TINT N 32.4 51.5 .95 1593.5 ` | SGL.TINT N 11.6 51.5 .94 558.6 ' | SGL TINT N 32.0 51.5 .94 1540.9 * 166.60 102.0 16993.2 1 SGL TINT E 64.8 107.1 .94 6558.4 | SGL TINT E 13.0 107.1 .94 1315.7 | SGL TINT E 16.2 107.1 .94 1639.6 | SGL TINT E- 25.0 107.1 .93 2476.7 1 SGL TINT E 23.6 107.1 .93 2338.0 | SGL TINT E 24.0 107.1 .93 2377.6 S 156.00 90.9 14180.4 | SGL TINT S 60.0 98.3 .93 5455.7 | SGL TINT S 40.0 98.3 .95 3725.6 | SGL TINT S 40.0 98.3 .94 3696.1 | SGL TINT S 16.0 98.3 .90 1420.8 _______________________________________________________________________________ .15 x COND. FLOOR / TOTAL GLASS ='ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA 1 FACTOR POINTS POINTS z ------------------- | POINTS --------------------- 15 2,20S.00. �.. -------------------------------------- 430 60 . 769 36 336 �0 ,, .. 27,94S.17 9 | 36 237 0 � .NON GLASS------------ | ^ AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ ' WALLS---------------- | Ext 1770.0 1.0 1770.0 | Ext NormWtBlock In 4.2 914.0 1.16 1060.2 | Ext Wood Frame 11.0 856.0 090 1626.4 Adj 234.0 .7 163.8 1 Adj Wood Frame 11.0 234.0 .70 162.2, DOORS---------------- � � Ext 30.0 4.8 144.0 | Ext Insulated 30.0 4.80 144.0 Adj 17.0 1.6 27.2 .| Adj Insulated 17.0 1.60 27.2 CEILINGS------------- | | UA 1623.0 Al.) 97318 | Under Attic 19.0 1623.0 1.10 1785.3 FLOORS--------------- | | Slb 181.0 -31.8 -5755.8 | Slab -on -Grade' .0 181.0 -31.90 -5773.9 Rsd 152.0 -3.4 -521:4 | Rsd Wood Adjacent 11.0 152.0 1.80 273.6 INFILTRATION--------- | | , 2208.0 10.9 24067.2 1 Practice #2 2208.0 10.90 24067.2 TOTAL SUMMER POINTS | � 48 =============================================================================== 817 01 | , . 59,611.74 TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT - MULT MULT POINTS __________________________-_____________________________________-______________ 48,817.01 .37 18,062.29 =============================================================================== 1 59,611.74 1.00 1.100 .340 1.000 '22,294.79 ******************************************************************************* WINTER CALCULATIONS === BASE === | === AS -BUILT === � GLASS---------------- | *OVEN AREA x BWPM = POINTS ) TYPE SC ORIEN AREA x WPM x WOF = POINTS --------------------------------------- N 108.00 5.6 604.8 ________________________________________ | SGL TINT N 32.0 9.6 1.03 317.4 | SGL TINT N 32.4 9.6 1.02 318.0 � SGL TINT N 11.6 9.6 1.03 115.1 | SGL TINT N 32.0 9.6 1.03 317.4 E 166.60 -5.6 -933.0 | SGL TINT E 64.8 -2.0 .69 -89.0 | SGL TINT E 13.0 -2.0 .69 -17.9 - | SGL TINT E 16.2 -2.0 .69 -22.2 > SGL TINT E 25.0 -2.0 .59 -29.7 | SGL TINT E 23.6 -2.0 .59 -28.0 | SGL TINT E 24.0 -2.0 .59 -28.5 S 156.00 -14.0 -2184.0 | SGL TINT S 60.0 -10.2 .96 -586.5 | SGL TINT S 40.0 -10.2 .97 -396.1 | SGL TINT S 40.0 -10.2 .97 -394.4 | SGL TINT S 16.0 -10.2 .94 -154.2 ------------------------------ .15 x COND. FLOOR / TOTAL GLASS _________________________________________________ = ADJ. x, GLASS = ADJ GLASS | GLASS AREA � AREA FACTOR POINTS ' POINTS | 'POINTS ----------------------------------- :15 2,208.00 430.60 _------------------------ � .769 -2,512.16 _-------------------- 11,932.25 1 -678.48 / �NON GLASS------------ | " AREA x BWPM --------------------------- = POINTS _----------------------------------- ' | TYPE R-VALUE AREA x WPM = POINTS __ WALLS---------------- | �------------- Ext 1770.0 1.1 1947.0 | Ext NormWtBlock In 4.2 914.0 3.26 2979.6 | Ext Wood Frame 11.0 856.0 2.00 1712.0 Adj 234.0 1.8 421.2 1 AN Wood Frame | 11.0 234.0 1.80 421.2 DOORS---------------- | Ext 30.0 5.1 153.0 | Ext Insulated 30.0 5.10 153.0' Adj 17.0 4.0 68.0 | AN Insulated 17.0 4.00 68.0 CEILINGS------------- | | UA 1623.0 .6. 973.8 | Under Attic 19.0 1623.0 1.00 1623.0 F OORS--------------- | | Slb 181.0 -1.9 -343.9 | Slab -on -Grade .0 181.0 2.50 452.5 Rsd 152.0 -.2 . -30.4 | Rsd Wood Adjacent 11.0 152.0 1.80 273.6 � INFILTRATION--------- | | 2208.0 4.1 9052.8 1 Practice 02 2208.0 4.10 9052.8 TOTAL WINTER POINTS | 10,309.25 | 16,057.26 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS wMULT POINTS | COMPON RATIO MULT MULT n MULT POINTS ----------------------------- 10,309.25 1.10 11,340.17 ----------------------- __________________________ 1 16,057.26 1.'00 1.100 .436 1.000 7,701.06 WINTERCALCULATIONS 1y,rytr yy11UW .//r WW� y1' WWWy.y .,yyyyyyyy T Hn•�M T t+fi� P�I� ` ��m+,MTrPTh 1 lyy1 yy{ yV `1M7� � � tM •T T1s{�K, m Mm � T F A��i i�� W T T• �,� M1 � y yy ��+,h+� y'yy yyy yµ yJ T T fM1 +P R• P P �� M+Pi T?•T�T��P y y Lµ y. h TT, �k --� BASE =-- --= AS -BUILT.=- GLASS- -------- _------ , OR I EN AREA x BWPM = POINTS 1 TYPE SC OR I E N AREA x WPM x WOF = POINTS ---_---_--------------------------------_--__--_------__-----_--------_-------_-- N 108„00 5.6 604.8 1 SGL TINT ICI 32.0 9.6 1.03 317.4• 1, SGL TINT 114 32.4 4 9.6 1.02 318.0 1 SGL TINT N 11.6 9.6 1.0= 115.1 1 SGL TINT N 32. 0' 9.6 1.03 317.4 E 166.60. -5. 6 -9 3 3 . 0 1 SGL TINT E 64,8 -2 . t i .69 -89 . 0 1 SGL TINT E 13.0 -2.0 .69 --17.9 1 SGL TINT E 16.2 2.0 .69 22.2 1 SGL TINT E 25.0 -2. 0 .59 -29 0 7 1 SGL. TINT E 2 _ . 6 -2 . i y .59 -29. 0 1 SGL TINT E 24. 0 •-2 d 0 .59 -28. 5 S 156. 00 -14. 0 '-2184. O 1• SGL.. TINT. S 60.0 -10. 2 .96 -586. r 1 SGL TINT S 40.0 -10. 2 .97 -396. 1 1 SGL. TINT S 40.0 -14. 2 .97 --394. 4 ; SGL TINT S 16.0 -10. '2 .94 -154. 2 . 1. a x COND. FLOOR ." TOTAL GLASS =. ADJ . x GLASS = ADS] GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS a 15 2j20e. 00 430.60 .769 -2, 512. 16 -1 :, 9 2. 25 1 -678. 48 NON GLASS --- 7---•-------- 1 AREA. x BWPM = POINTS 1 TYPE R-VALUE --------------------------- AREA - WPM = POINTS WALLS------------- Ext 1770.0 1.1 1947.0 1 Ext NormWtBlock In 4.2 914.0 3.26 2979.6 1 Ext Blood Frame 11.0 856 0 0 2.00 1712.0 Adi 234.0 1.8 421.2 1 Adj Woad Frame ,1 0.0 234.0 1.80 421.2 DOORS----------------- ; Ext 30.0 5.1 153.0 1 Ext Insulated 0.0 5.10 153.0 Adi 17.0 4.0 68.0 1 Adj Insulated 17o 0 4.00 . 68. 0 CEILINGS-------------- ; UA 1623.0 .8 973.8 ; Under- Attic 19.0 1623.0 1.00 1623.0 FVOORS--•------------- ; Sl b 181.0 -1.? 343. 9 1 Slab -on -Grade. .0 181 . 0 , 2.50 452.5 Rsd 15'2.0 -.2 -30.4 1 , Rsd Woad Adjacent 11.0 152.0 1.80 273.6 INFILTRATION --.-------__- ; 2208.0 4.1 9052.8 1 Practice ##2 2 0e.0 4.10 9052.8 TOTAL WINTER POINTS 1 10,309.25 1 16,057.26 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN P TS . MULT POINTS 1 COMPON RATIO MOLT MULT MULT POINTS --------------------------------------------------------------------- 10 , "" 09. 23 1 A0 11,340.17 1 16, 057. '26 1.Q0 1.100 .436 1.000 7,701.06 WATER HEATING, _._=- BASE AS —BUILT =-- NUN OF x MULT•• — . TOTAL 1 TANK VOLUME EF• TANK x MULT x CREDIT = TOTAL BEDAMS i RATIO MULT 3527.0 10q Oel . t.0 40 .94 1.000 3302.0 1.00 9,906.00 #�:#�:###.#######A':##}�•##��##}R###}n#mk°##%K##nXc######��#####�:�:$�####fit.#X:Xc###.fit####�:###�K#}�#### SUMMARY — = BASE _-- i --= AS —BUILT =--. COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS — POINTS 1 POINTS + POINT'S + POINTS = POINTS 10062.3 11340.2 10581.0 39,933.47 i 2;294. 8 7701.1 9906.0 39,901.S5 EP I = 99.80 �t � WATER HEATING ===. BASE === | === AS -BUILT === � NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS � � RATIO MULT _______________________________________________________________________________ 3 3527.0 10,581.00 1 40 .94 1.000 3302.0 1.00 9,906.00 � =============================================================================== ` SUMMARY ******************************************************** ********************** === BASE === ` � === AS -BUILT === COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS / POINTS + POINTS + POINTS = POINTS 18062.3 11340.2 10581.0 39,983.47 1 22294.8 7701.1 9906.0 39,901.85 ============================================================================== ***************** * EPI = 99.80 * ***************** • S F) DIRAL (WROWY. Mlei NATIONAL FLOOD IN8URAN E PROamm POST CONSTRUCTION ELEVATION OERTIFICATFJFLOODPA00p1NO. OVITIFICATS Mw St, Lucie 00,1 i'1, 'mikOR7'OUT0 ARZA$). 1242.85 INSTPWCTIONB " The registored pro►essional englrleer, :Architoolt eurvayo'r, or opmmunity permit'offlolal oompletet-..Saollon 1 below, Section II may be completed by any of.tho professionals listed at the beQlnnirlg of Section ;,.or by a simllarly qualilled local permit official; print or typi the; Information on thf 1prm, This farm Is to be ugad.for,tww (POSTFFIAM) oonstNotlon : and for substantial Improvements to existing struclWes In Zones, Al•A34, AHD and V1•V30 apd• existing (PRE -FIRM) buildings to be rated under POST -FIRM rules andMR ralsg, 80 T!O (TO,aE COMPL9700 ®Y COMMUNITY PERMIT OF 0lA � PROPERTY A DRESS for lot slid block numbers 9 id;m$ II.VAIVIII15161 155 pgor Lri ` •". (NAME! " Ghxxst•, 'Michael'-.J ' " " 't3P$ 93�0O6o III P ANIL ON, WHICH PROPERTY. LOCATED_...: 313 AL IA 9xF EF E I I February 19,'1991, Revised Idovemaer 1,:19,92 A o H Ru I N an Iml a �;.,.:... ...:.�.... ,. with reL , s T r ,Sal ADDRESS - _.,......2300. `Ilrajnie Ave,"', _?t,:. PTO i 01' 41')34`" " ,arw, aare�rrr� 2 1019 ' �" •s3�O`f'itJN it ... t z F. IN8TRtJCVON8 - I , J% :1 - Can;plet® only .the Elevatl6n, CerlltiC !tan ,�, the buliding; has been flcodpro9tad of .!sear! to. the. base flood slevatlon;; l.! floodprobfing. Is-usdd,•abrmpleld Oniy;th•e, f�loodkooifing Certtfictalan, ''I'ha� Sleva�t;on Oertitioatlon may cornpl9ted by a rspisterad profoss;W,Al englneW erohl A0, Or sun+eyor, The Ftoodprooting t ertiflaaticrt may o be completed by a registered professional englneor, gr atohriaat = 46 ELEVOION CirR7iFiGATICi I 1 dart that the Y buildingt t e roperty iaoatlen doeorlbed above:; h .the lowest floor at a1i 'ei:vation oi' ffy P, " !D Jest, Na'WC (rnbarr tfeai'.16vet . • 1. t .. .. ..Y• ; .. ,ti J •r Mai ti, FI.C1pq 00FlNC CERi ACATI4N f I cerifty to the best of•`my knowt®dge, inlormatlon, and bullet; that "ttra.structure Is :deatgned so that' the 1t3 C is watortIght, t9 an. elevatloh of" foal NQVb meats ilea lev8Qj:- WKh ft11sl subslartitlnity t`mpormeable .to -the past;<age of water and struolur�l a6rriponanttl : tisvinp the'dap�bllfiy of `tealettrrg hydr+ystffitio'•end, riydrodynamfo loads .end efieota pl buoy tloy;:that:wowid b osusad by the" flood depths, praa$wral3,° volocltle,s, .impact and up1Ht Iorcea:s$evolated-with tha.base flood, ' In the event ' •ftoodlrtq;,w111 this'd®.gree ot.fipodproolln911 :�oh`ieved wlihhuman Intervanttpri?•�, ........�. Wl1t tF�a,•structure'::pe ,aocupled .as a rosidence� It the answol"A0.•.both ' quesltons Is Ygg, -the -flobdpraofing cslnnot be credlled rtor ratlnp pwrpaaes and .the elev4tior� certification must be oompleted lnetoe;d, °FloodpPooted wiih htrinen lnter�entlon me ms that viater will enter the, sttuahure{ when ftaods.up to the base flood level: t>ccur,., wnfesa measures :ar8 ;taken prier to .ths . nod lo, prtivent 011''ol water (e..:t�ottlr�p etal�at,letds over v._ w doors a.rid:wlndovrs). " CEATiFI6A'S'NA AFFIX 8lhl. OA C R� PLOfESSIOHkI t The insvrino� �Qent 811601' the second copy of trio completed lorm,to the (load Inlurano0 pollay upp4faetbn � � fog new (PQSTiFIRM)'obnt<Vutlbn or rubtlthtic1114tovemohts. 110 sure,thot the Eocond copy is osrtl11od1 ` t* 1 --.b.WNwyF+rar• • . . 1• a L-'�_. wlw• �or.Y.�.V.w,wnw 4'rr a. .. - - PR# Q FOR OFFICE USE ONLY VEGETATION REQUIRED DATE RECEIVED NOT REQUIRED ENVIRONMENTAL [ ] [ PLANNING/SITE PLAN [ ] [ CODE ENFORCEMENT USA [ ] TAZ [ ] [ ] WATER SUPPLIER [ ] [ ] [ ] SEWER SUPPLIER [ ] DER CERTIFICATION [ ] FL DNR (CCCL) [ ] [ FL DOT SLC STORMWATER PER' [ ] [ ] MANGROVE ALT [ ] [ ] SEA TURTLE PROT [ ] [ l REQUIRED FEES BP VALUE $ CC), PLANS REVIEW FEE $ RADON FEE $ 2- g o C OF C FEE $ ate-: RCPT # ,? 3 JS - ROAD IMPACT FEE $ 14, Q ,? r% O ROAD IMPACT DISTRICT1 ` : '-:aOAD IMPACT ZONE' a - ROAD- IMPACT CREDIT- YES [ ] . p [ ] ALTERNATE DEV FEE $ ALT. DEV. FEE. ZONE SCHOOL IMPACT FEE $. Lt,5 .6D . SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED EXEMPTION YES j ] NO[ ] __ POLICE IMPACT FEE $ - FIRE IMPACT FEE SUB PERMITS. REQUIRED NOT REQUIRED GAS AIR CONDITIONING [ t_ .. ELECTRIC [ ] ` PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY / ZONING CHECKS BBL ✓ LOT COVERAGE EASEMENT ' . L OT SPLITS .... - ...................... - .............. ---------------- - - M i .AA- Le-4 a,., f �-- 0-� YO c12- 1S S 1.ue, Vn C0Mu- h-kkd Up y 02- 09-93 12: S 1 FROM: t+iz:CARTHY AND SUMME'.75 y ' I D : 4072831803 McQQTHY 4Y RMMM, P.A. Attorneys at uaw nal F"t Owen souteverd Stuart, Florida 349% 007) ZU-17oo (FAX) PM-1= rim 1 TELEPHONE �'Oiyffi�R= i FROX oQ G . PAZ DER : '" ! 3�_ PAGE 1 TOTAZ LA MER ap pAGES:� (Including this Tell 9opier Tranimittal Noticsy The irrforlm¢ian &antzirmd in this tuts 3cL'On it 4ttarnPY-ch� ant privileWW c:gnfi�ntiat. It is intenw mty ftf Lie =* of the indivi.�.wl or �'rtitlr : 1 . If tha r rr of thit. j is not Ilia inter citsri��rt, You .rre h ¢Y ratified that wiy ciiss"i�sation, distribution or weri�ty ptx*fbiizd. If /Vu hmv rr�ived this Commicetian in � 4f u- q c, icatieft is t t y�b2 licrt ratatr� tfpe o^iginet a Alm natffy us i diately try "It rri Y*u foi r to ua at the atsuv� addszss vie the t�_5. PosCai Service. i� - Yh� you. � P- Aj -r y e- DOC]QMENT If 'Vou do non receive all the pages, please call back as sta1;5i•1 as 02-09-93 12:51 FROM: McCAPTHY AND 8UMMERS ID: 4072831803 PAGE 2 JaAngs� _D.Dd tan, CI rk of. the•, Circuit Court :A°- St. Lucie County F'llp_ Number: a - 2 8 7 3 6 O.R. BOOK 0 8 2 5 PAGE 5 1. 1- Recorded: 02-01-913 11:38 A.M. This Instrument Prepared By and Return To ROBERT P. SUMMERS, ESQUIRE MCCARTI'BY & SUMKIMS, P.A. 2081 E. Ocean Blvd., Suite 2--A Stuart, rL 34996 Property Appraisers Parcel I e D� �Fol io) W, . 451_1-110-0004-000/7 (Parent Parcel No.) V Grantee(&) 321-38s•5310 C0 IMERAM EED THIS DmEN'7URE, mad I th i s 2 6th day of January, 1993, between SCOTTSDALE z ZSTY' T GROUP, IiiO, , �f the County of Martin, State of Florida, Grantor, and InICUMM J. OBRIST,I whose Post Office Address is 70 Fox Trail, Lincolnshire, IL 60069, Grantee, W ZTNESSETH *. : -t the said c:rantor, for and in consideration of the scram of TEN AND NO 100-r.RS DOLLARS ($10.00) , and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, and sold to the said Grantee, and Grantees' heirs and assigns forever, *the -following described land, situate, lying and being in St. Lucie County, Florida, to -wit: Lot 3 of BAY TREE ac(.,ording to the Plat thereof recorded in Plat Book 32, Page 1, C the Public Records of Ste Lucie County, Florida. SUBJECT TO rest-T'ictiorls, reservations,. easements, axed ordinances of ,.' record, and taxes for the. year 1993 and subsequent years. and za d Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims o:C all persons whomsoever. TO HAVE AND TO HOLD, all and singular the above granted premises, together with the appurtenances and every part thereof, canto the Grantees, their successors and assigns forever. 02-OB-33 12:52 FROM: McCAIRTHY APID SUMMERS ID: 4072e31e03 PAGE 3 IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal the day 0 and year first above written. 0 Signed, ce led _Alj_vered GCOTTSDALE STRENT CSr'ja0V F'C' 0 '4 e� atyi d4 I*" P� in theOsen fl. a Florida C oration hi=d K=&- By: B. OITTON, President /AlMD STATE OF FLORIDA Cr COtJNTY OF MARTIN The foregoing instrument was aQknowledgad before me this 26th day o-f �Ja,%ivary, 1993, by AIMREW B. CARLTON, as President of SCOTTSDALE INVESTMENT GROUP, INC., a Florida corporation, on behalf of tl�e porporation. He is personally kmown to me and did take an oat-h. kdMt60.111/A*iww 7V Notary Publ- A-C, S ate of Flo commiasi= Fo., ti y Commissxpires., : xt Mion E ROTARY PUBLIC STATE OF FLORIDA My COMMTSS1014 FXP OCT 31,1993 BONDED THAU GEREM 115, U10, T ALLEN . t. BECK SETS A STANDARD MARKER OF A ;"__IRON. PIPE AlID A ",p ST A? E ' vo.00 ''' CAP MARRED PLS 0I620 AT. ALL CORNERS. UNLESS OTHERWISE NOTED " ' HEREON. SAID MARKER IS SHOWN AS- • AND TILED SURVEYED ON J `�.� .cam : 'R. tc. ,` - ! /r2t 9J '. • t�. /oT- .`v BASIS.' OF BEARINGS/0000= BEING THE C�.vrte CVp C�/1/7� C -r _ LINE OC �ICpAC.! Law/C PER RECORD PLAT.' F ABBRLVIATIONSs 3.. •. O .(C)-CALCULATED. c(M)-MEASURED. (P)-PLAT..-(D)-DEED OR DESCRIPTION. ® 30.00'�• O (D./U.E.)-ORAINAGE.AHD/OR UTILITY EASEMENT. (R/V)mRIGHT OF WAY. O ;O (P.C.)-POINT Or. CURVATURE. (P.T:)-POINT OF . TANGERCY.` 0 C (P.R.C.J-POINT OF REVERSE CURVATURE. (P.C.C.)-POINT OF COMPOUND O i- M \ ,• _ �; CURVATURE.• (rD,.)-FOUND. (C.M.)-CIMCRETE MONUMENT. (I.P.C.)-IRON ti PIPE AND CAP: ,(I.R.C.)-IRON ROD CAP.'(E/P)-EDGE O! PAVEMENT. D �` .CENrzitLzmz .0,4owm POLE. ///—.-OVERlIEJ1D UTILITY LINES. '0001�Po/oU,5 M-UT=71T PsatSTAL ' ® -YELL. Co... -SATELLITE DISK. . C (w.M )-WATER MsrzR. , 1 1. GUARANTEE 13R ASSUME ?IO[I LIABILITY DIP - ., gq t -. O ... t ANY, EASEMENT, RIGHT WAY. SE?B'CDC RLSERVAT RESTRICTION, r .. OR SIMILAR MATTEtS, NOT SHOWOilRE.-ERRED To on THE PLAT, OR_. S•. PWYSICALLY VISIBLE -ON SITE. THIS SURVE`fF WiLs PREPARED wITUOUT BENEFITOF ABSTRACT •TITLE, AND ALL NATTERS OT TITLE SHOULD BE RLllRRED, TO AN ATTORNEY. , THIS SURVEY IS NOT VALID "UNLESS IT IS IMPRZNTP.D YZ?H AN EMBOSSED sr p k e SEAL. JURIsDICTIQuAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF 'ANY HAVE NOT BEEN LOCATED OTHkR BRAN SHOWN. q: .. y=a C ?HIS SURVEY `•IS FOR THE USE OF THE PARTIES SPECI71CALLY CERTIFIED TO YEREI1, AND NO OTHERS. f• ACCORDING TO THE FEDERAL' EMERGENCY MANAGEMENT ASSOCIATIONS (FEMA) . s%' F3.00D INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE COMMAr UNITY PANEL. DATED its B n BASE ELEVAYIQII S0. %o+, it%�TE LYE SEG�/E� GATE.. , ,.. :. , <.......... ...— rt LO BLOCK �� 3.1 ,'3 ... ! .. , w � t ,.. Z _RECEIRDED__..IN..PL.AT—•'BO�C 3 PAGE / t �`•�.,��• _ <: S ;;_...OF THE_PUBLIC... RECORDS OF. �o �►�'A �y �•,e v E - - - `i t �.. CE��IFh T E EV-tISICIAlS ld BY DATA S�o.Tl.SaA �NvESTlYIe oU� SURVEYDRR St_* ERTIFICATE ALLEfU E�, E..0 ; _ I max. CililfY ;711 TfE TEST f 1i uff TIDS SURVE,r _ HaT.s Tw �r oci-TEQQNDCA�. A s FAR SMVE1rItlG PROFESSIONAL' '....LAND :. SURVEYOR" As Pot tMA m 2I�I�f-6^tom T� i�c Sm ECT To ALL 260 BANYAN DR. PORT ST. LUCIE,. 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