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HomeMy WebLinkAboutRevisiont r OFFICKUSE ONLY: DATE FILED: REVISION FEE: ,� '•�� --r kEE&V D l PERMIT # CIO " 6C3 t NOV O SIN RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION D SION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 �o v�y��p� (772) 462-1553 <<�0 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: K '� (I% Al%ll R�AN�� C,,Cw%--- V Q\L�20c DETAILED DESCRIPTION OF PROJECT REVISIONS: _ �\�'2.'`�'�-1•\��Y' 'lam ��NAk\,L`�=1C.(`,�1' ��a�t S'�c�S CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 11i 10q\,P`1 ST. LUCIE.CO CERT. #.: BUSINESS NAME: `Cniv5' v,(\•\A QUALIFIERS NAME: CSRA*->D G L— ADDRESS: �>Zlpoq (?_0 CITY: STATE: . ZIP: 3kA-Ill 72- PHONE (DAYTIME): '7M kVlb FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAAA—M %L \r,% a eA-,471tS (Y ADDRESS: v\� CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 ZIP: FAX: STATE: Rl--. ZIP: - FAX: REVISION IEI St'1B iE1�iG,1f17-E}EI[i.][�T tEl( VXCES An Engineering and Design Company 318 South Scenic Hwy, Suite 100 • Lake Wales, FL 33853 • Office: 863.589.5980 ''Fax: ff866) 865.2044 —Email: mbynesna,seUben ink eering com October 2, 201-8 Site Address: Edward Trauschke 5270 'B,eaeh B.1anket Q=Je Ft. -Pierce, TL..34949- Permit # 1707-0510 Subject: Galvanized Cable Coil To whom it -may concern The purposeof this, letter., is to, ceggi w, the ,use o f. the 1/87' galvanized, cabte coi1,:(7 x 7, or- T x 19, construction) instead of the 1-114" width tie -down strap. The.galvanized cable coil can be used to seoure.Ahe steps t©.;the.,auger..If yowhave�any a tional�questixoms:please-contact rme.,directly. Sincerely 7 0516 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO �IANCE REVIEWED BY DATE / PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Mark Vincent Richter, P.E. #56196 R f�,, N Mm t:%I viseoN PERMIT WORKSHEET ba -i ors L j PERMIT NUMBER L iLicense� YUsed Home ew-Horyie turei lEsfalliiti'&fi_Man_dal_`_7-1R Home installed to fie Ma 1_2 —1--t i A LL Home is installid-in accord b t _­ ! J-1-J _�m-ifh Rule '6-15226 OMPASS ificii 15-C COVE PL I ­T7 eing installed --'F_T­_-TS ngl—ewide n-d-Z _11-7- _,_iVViFd_Z&F& 1 1 T I "on& _41 on B I frSt6fliki BSEW-t-1- I enig-th:iwidth 21'8X52"! anu bturer I T­1 ing plan i i V1_Pl'e-/Qu6d_ 18_e_ria_rff_i WOTE. rif �ffo_me ls_ai-sihgle wide fill out 65 --If of the block -Wi&i-s kiEh0i —rem a ifid6_ I ;-j i-jtlFo—me i9­a­tFij6fii —or -ua-d IF of li&M--i --- 1i L 7 I u n dersta nd Ldt6ral Arm s can not be us ed o n any h om e (new or u s PIER SPACING TABLE FOR USED HOMES where the sidewall ties exceed 5 tt4 in. 1 1* s all6r's initials Footer Load 16" x 16" 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24" 26" x 26" r! 'L i bearing size TyOi6dl pier spacing cap c (256) 1/2" (342) (400) (484)- (576)- (676) 41_11—L capacity (sq in) -j--L psf J s -em'-s- 1500 psf 78' 81 f S-how locations of Longitud vs-t ina and (us'e--d-'- 2000 psf 81. ark lines to s o;Tv 2500 psf -Ion itud:r TOZ PSF -8, U "X '0_ 8. F_F_� T 17--l—F-11 --n-n-p S-F 98-, F-1 iiterpolated from Rul I ,4�ai�ing table. t —POPULAR PAD SIZES PIER ii#n­ 1-j_ j 2%il Pad Size Sq In 7P ier pad's ize i�, 16XI6 RMN _FF'­ 16x18 F F Lj pl(�� pd -s I Z_q, J --T 18.3 x 9.5 to 16 x22.5 --- M-0- rM e mtg.) j IV' 1 __374T 17 x22 r4re —7 !P 7 13 1/4 x26 1/4 348 a _7_ _T _71, r 7 _T 5 0 Obr63affil" te locations'of mama X 400 UE�6 this C 3/16 x25 STiY 44T Lj—. _J_ Wa f in home per ule,15C - - 1 1 1 1 . o the 11P:ersLwi '-ofea of t 4__ ings 4 cot or greater 17 112 x25 1 -446-- h-( peers T-1 /2 24 x24 _j -7­ List all 'ffi marriage openings greater than 4 too' 26 x26 jANCHORS J F-1 - 2_ __L_J _�_I_J Ilsr 1 size penin Pier 'F F 'JI - t , , 1 ­4-- ­­ - ­- a ­1 7 c7, 17 5 j Ke 4 1 t i 1 _1_1' J_j IL I I L. IL T-r —T TIEDOWN COMPONENTS A -,L,- J _j __L L. i-j- _L_J_L.- L_1_ _j - 4 _L, j. _i. Longitudiii6l Stabilizing 6WWF4 (CS J _4­ A— 4�­ A - _00VER ­tL L k I 1manu -Jidur& 4- 4 i- 3 'C itudinal Stabilizing Device wl 1 6n4i Q� indfacturer r --I spaced at o- 4-- oc OTHER TIES Number` Longitudinal 06gitudinal -8 lie —arW-a I 17. 7 4 PERMIT WORKSHEET page z oT L — ------ --a PERMIT NUMBER t 7E7 F L bite vreparation POCKET PENETROMETER TEST _j `_[Fe 15-Hi "an cl­_6r�a n i c f-a I-r-e m-o-vied ES ------ I eiThp 6-cFet p -h etro m 6-fe-f feils are ?o-Lifi d-6a d'o-W.-ni" f6_1 5 0 0____� S f F �05_ter cfr_5iii`ag6N_;R�r;�fl S�W4 6 Pad X­_ Other- _p ti 7 0 r _6h_e_cW li_dF616 ilhoLFtt&§ 166 Fastening multi wide units L F oor: i pe t n LAG 6 Length: pacing: Length :_6'1 78v­a&ffig- J, J i i 6— GALV ---'Length: I pacing: POCKET PENETROMETER TESTING METI46CFRoof jiiife n 6f. 30 gauge, wi e, ga vanized m . eta st i r use homes r J -F6f_tIi-e_home at 6 locaff6- Fi7l'11-6e centerede roofand fastened --�I' -Testthe'peri'6et& roofing on center s d*&i' of the 6&nffrlifie. t the ep*'tfi­o f the f6oter. 'i J__ the reading _F2Take i 7­ f Gasket (woathorp roofing requiroment) 73. Using 500 lb. increments, take the lowest L ___7_reading_—an—d--r—ou—n—d—d-o-w—n'f6-f��fiF(�7remen I un ers ,-d-- e46rementofall ri&v and used tifi8aVr&WHyinsta e gasketisar aii�ffi -&'- - -�_ — --------- ­d­66- k 66d6fi atib—n, iii6rd, meldew an 6 ffi age walls are homes &d (5Fii6 6�iiik&i d1l6d. I understand a step a resu to a poor y instal Tape v�'WiT(ifiei";�e is a gasket f 7 i ristaller's ffiffi6iisJG-­ __J TORQUE PROBE TEST Type gasket -F {Installed" j 285­`---"'­-"-- 1 g. Yes ;The Fei61fi'6f'ffi'6_forque probe testis is rich -here (fyou are declaring 5' anchors withouttesting A-gsf­ ;Between Walls x _J l 'showing 275, inch will —r6q- _diT6_6_0&f �afl6fi0r�_. I 1136ft&il of r2 6E pounds or ess _4 Note A state appr6 v&d lateral arm system is 15&frig used 6fid 4 ftJ locations.JTI- - F _'diid �s�jid 6h'&Fs e a1lbWda'kth& Weatherproofing I jj6-fj5-- 0- i_Fj� ed atall center torque test anchors are required pg. —i i i treading is 275 or less and where the mobile home manufacturer may 7fi& bottoffli6�i�dMlf b&e&0ii'f&d eirid/or tape es Y -Sidi-n—g -o-n E .8 �k_iific__ _Y ig" _ ­ tions. uni s is installed to manufacturer's specifications. e Fireplace chimney installed ._ l ;"';requires anchors with 0161i6ldffigq�IR i i L. — Installer's initials lFirepacec 0-iii0w,ffidsion o rainwater. Yes Xn J_ I ALL TESTS M(JST'BE PEF�FdkME�o"BY-A-LICENSED INSTALLER 1_2 Skirting instal A e 1156��fiil'lier Name i 1760`,M� i-GRUINbEi 7_1 0�iyerventinstalled-outside--—-6fs�kiftifid. Y&s X N/A -- -----installedi� �es Date T stdd F�ange down ow vent rVai ii Y ffi__ �Fe_cF4fWf&_ofi_6_fe_ l' &—s I 113�rairi lines x ___S�s6v_ersp_ro_t_e_cEted `Electrical crossovers es X Electrical L-L- J_ _J izrectr'c�il' cond66fo-rs 6-e-t-vve—e"n-'m—u--I"t*i'---wi-d--e units, but not to�th'e�rrfa`in power, 7-11 !'Tye IF�r L w i 9. ource. etween i;n ----- - Installer verifies all informabon given with this permit worksheet Plum bing i to, is accurate and true based on the manufacturers installation itistguctions and or Rule 15C-1 & 2 I ng sewer tap ........... �_nFe__cf�a I I sewer drains ffi 6i E�epfiFfa k. Pg. Installer Signature GCi j i t Date onneEf'all potable water supply piping to an eiasting wateriiieter, water tap, or other page L revision 6107 ' OLIVER TE-GHMOLOGIES, If- FLORIDA INS ►ALLAMON INsTRUCTIONS FOR THE h70AEr 77Q1 Lr gFt?IFc er i STE IE FOU ' a�SYSTEBL MODEL iibiV, (STEPS i 15) LOX6rrUDINAL ONLY- FOLLOYV STEPS �0 i5 FOR ADDING LATERAL. ARM : F-15 Follow SfAPS FOR CO(1jCRif APPLlf:AT101dS: Follow Steps ENGir1EER5 5r%.UP ENGINEERS TNdP MSTANeaves exceed 16" d} Sidewall height exceed 86' CES: It the following conditions occur - STOP! Contact Oliver Technologies of 1-800-284- 7 : 1. SPECIAL C1STA a) Pier height exceeds 4a b) Length home exceeds 76' c} Roof e) Location is within 1500 feet Of coast . Iw5TALI AT10N OF 9ROt)Plt) PAS 2. Remove weeds and debris in an approximate two foot square to expose firm s into for soil each ground flush w h or below - soil. 3_ place ground pan (C} directly below chassis I-beam .Press or drive n firrtt{y' home and should be loaded as -any SPECIAL i' O-Tt: The longitudinal "V' brace system anone-thirdas as a ? pier under t � before home is lowered completely on other pier. It is recommended that after leveling piers, to piers, complete steps 4 through 9 below then remove jacks. IAiCT^t i ATIOi OF LOPI�IT OIn,Ar MOTE: wH1=N INS7ALUNG THE LONGITUDINAL SYST>=R9 QhUl A IMUN OF 2 SYSTEAAS PER FLOOR SECTION IS REQUIRED. SOIL TES T PROBE SHOULD BE USED To DETERMINE HOR MUST SE USED- F Pr20BE TEST ECT TYPE OF RREADtNGS ARE BCLASSIFICATION. If: ETWEEN 276 a 3500 AP4 FOOT ANCHOR MAY BROBE TEV READINGS e USED USFE 175 & 275 A 5 FOOT ANC AL GROUND ANCHORS VATH DIAGONAL TIES vE STABIL� CONNECTIONPLATESEVE ty SIN" VEINTS R ORIDA RE ))ii TIES ARE ALSO REQUIRED ON HOMES SUPPLIED T ]CAL 4. Select the correct square tube brace (E) length for set - up (pier) height at support location. (The 1a" tube is always used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself. cut and drilled to length as long as a 40 to 45 degree angle is maintained. 1.25" ADJUSTA$L>= 1.50" ADJUSTABLE PIER HEIGHT Tube Length Tube Length (Approx. 45 degrees Max.) 18" 7 3!4" to 25" 22 32" 18" 24 314' to 32 V-V S. install (2) of the 1.50" square tubes (E (18- tube) ) into the 'U' bracket (J). insert carriage bolt and leave nut loose for final adjustment. 6. PigCp I-beam connector (F) loosely on the bottom flange of the I-beam. 7. Slide the selectedr1. h 7 tube create the 1.5IV" ' tube (E) and aft the square tubes loosch to I-beam connectors n P ce STtre ang a is not to exceed 45 and nut_ 8. Repeat steps 6 through degree and not below 40 degrees. i screws in re -drilled holes. 9. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4) 1!4-14 x 3/4" self -lapping P INSTALL ION ^r LKLE raA.L tz6c�Pd�ic�, l'i i4Pt CERSic ARf1A SYSTEthr7 THE gr7pDEL 1101 "U [LONGITUDINAL 1�R PLATES 8 FRAME TIES. THE USE OF THIS SYSTEM RE Uit� VERTICAL TIES SPACED AT 5'4 FouR FOOT (d') GROUND ANCHOR MAY BE USED fXCEFT WHERE THE HORSE RSAMUFACTURER SPECIFIES DIFFERENT. 10. Install remaining vertical tie -down Straps and 4' ground anchors per home manufacturer's instructions- noT = centerline anchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in SXCPSS Of 4.000 lbs. require a 5' anchor per Florida Code. 11. MoTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location_ This frame tie stabilizer plate needs to be located within 18" from of center ground pan. 12. Select the correct square tubs brace (H) length for set-up lateral transverse at support location. The lengths come in either 60" or 72" lengths_ (With the 1.501 tube as the bottom tube. and the 125'tube as the inserted tube_) 13. Install the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut. 14. Slide 1.25" transverse braes into the 1.50' brace and attach to adjacent I-beam connector (I) with bolt and nut_ 15_ Secure 1.50` transverse arm to 1.25- transverse arm using four 4 1/4'314" sell-ta in screws in i�dril ed holes. OLNER TECHNOLOGIES, INC_ Telephone: 931 796-4555 Fey-! 931 796-5877 i-800-2$Q-7437 www otivertechnotogies.com page 2 =vision 6107 I m d1h AS inches i 6. A concrete runner, tooter or slab may be used in place of the steel ground pan. aj The concrete shall be minimum 2500 psi mix b) A concrete runner Incmay be s trans erselongitudinal t o inal OF tra proper d'isla ce between the concrete bolt and thetedge of the concrete (see below). longitudinally o square), and must be a minimum of 8" deep. c) Footers must have minimum surface area Of 441 sq. m. p•e• 21 sq )' d) If a full stab is Used. me depth must be a installation minimum _ • stallation is not n�quired._ Footers must allow for at lanai 4 from the concrete bolt to the edge Soec4al inspection of the system bracket of the concrete_ d5, Slabs and runners must per local jurisdiction_ all debt) ttoyE: The boi$om . t .,,; ;� .,,red ontx ate use Pam LQN131TUDINAt.: (Model iioi LC "v") n_� u ,ins _r`P(' (weLSetl. Simply install the bracket in runnerifooter o2 518'x3" concrete wedge bolls (Simpson part" sr �■ 14 i-p-E (drvsetl� The 1101 (dryset) CA bracket is A bra cecl in the con�te using ivelent Place the CA bracket in desired location. hAarfc bolt hole locations, then using a 5/13 diameterMolts giG2300H 518518"-X 3' or POW -Ors eq; -- - ..): - -- Onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive fire wedge masonry bit, drill a hole to a minimum depth of Y. Ma gke sure all dust and concrete iS blown out of the holes' Place WE bolts into do holes. then place 1101 (dry sat) CA in o down by hitting the nut (making sure not to hit the top of threads on bolt). The ___Qf a Complete by tightening nuts. LATERAL: (l ei ii09 TC'V")runnerifooter- For dry set 98. For wet set (part # 1101-W-TAGA) installation simply ostall the an-drilchor bD hole to a minimum depth of - Make sure -ail dust and n (part concretsA�sA maric bolt hole locations, then using a 518" dca ry blown out of the hole. Place wedge bolts (Simpson Pali #1S1S2300H � X h or Powers equivalent) into. g t e nut (le dtY . _ _.re n connector and into drilled hole. if needed. take a hammer and rightly drive it►e wedge bolts down by hitting the nut (mailing sure not to hit the top of threads on bott), then remove the Cvnut i7 18 19. When using part # 1101 w (wetsel) or 1101 C1lD (dryset). install per steps Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2®_ S IAS�R ILATEPB D FRXVE 1i 1 (r s ffi beUmr)v&-tial of oxtardgiDUnd IncrO°fr[E�9) 3. LOCATDN OF La fC G ONLY 4. TRX49JERSE & LONGMJD%A-LOCACAT0�S yr p ss:!,i3 ; ALL WIDTHS; AND LENGTHS UP TO 527 E 0 ® Q ALL WIDTHS; AND LENGTHS OVER 52' TO 80' M� C� HOMES WITH 5112 ROOF PITCH RF- UIRE: PER FLORIDA REGULATIONS stems for herpes over 52' and up 80'_ One staWii er 6 systems for borne lengths up to 52' and S � plate and frame fie required at each lateral bracing aysiem. F� L L 60 Y vTr- page 3 sfon 6107 Longitude dry concrete bracket part #F 1101 D-GPCA Wet bracket part # 1101 W CPCA not shown �- � — - anchors may be used in all :oca6ons except where home manufacturers specifications for sidewall wraps are in excess of 4.000 1bs_ These fota6ons require a 5' anchor. Per Florida Code_ .:%G - Grouncl Fan J - ground Pan ::: _i V r vjv, V Ehmckei INSERT f us F = `T BRACE I -BEAM C . TORS ASSEMBLY H = TELESCOPING TNS, ARM ASSEMBLYt I = TRANSVERSE AFU141E +M CONNECTOR ,]= V PAN BRACKET ` --- t1Hnr-h-1 :9 liDl "VJ' Runner , Model'7'f 09 C "V" A� 01.1vgR Tg6I-It LoraIgs, INC. Telephone:93l 79&4555 61 V 4-1-1 93179"811 `1 gies.pm 141n Model 1101 CVO Model 1101 CVVV not shown HANDRAIL GRIP SIZE • � 1j1�T,. NO1dCIRCULAN CIRCULAR RF:CP.SSED Pam,l,:ba 4' • B�rctlm;tbl +c; 'HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. 'HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT VRTH FOUR OR MORE RISERS. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 FLF APPLIED IN ANY DIRE07ION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE, 2 X 2 BALUS MIN, (3) SIMPSON'S SDS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.I. STEP LANDING FLOOR FASTENED TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2' SDS WOOD SCREWS OR EQUIV, AT 12" D.C. STAGGERED SCREW PATTERN 2X6 P.T. LANDING CONSTRUCTION 16' O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) T. 2XG MAXIMUM RISER HEICHT SHALL BE 7-3/4 INCHES. THE RISER ALL DE MEASURED VERTICALLY BETWEEN LEAD114G EDGES OF THE ACENT TREADS, THE GREATEST RISER HEIGHT IWTHIN ANY FLIGHT STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/0 INCH, MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE ,SUREO HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. CREATEST TREAD DEPTH VnTHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (6 16d NAILS OR EQUIVALENT AT EACH 2X6 TO tROST CONNECTION. THE GUARDS MAYBE WOOD, ALUMINUM. VINri, OR EQUIVALENT. 2 X 4 TOP & BOTTOM ATTACHED TO 70 POSTS WITH (2)68 WOOD SCREWS ON INSIDE FACE, OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOY! A SPHERE 4-3/8" TO PASS THROUGH. ATTACH BLUSTERS TO TOP & BOTTOM W/ MIN, (I (8 WOOD SCREW OR EQUIV. 3'-0' LANDING HEIGHT •• 5 STEPS (MIN.) 4'-0' LANDING IiEICHT - 7 STEPS (MIN,) STAIR AND LANDING ILLUMINATON REgUIRED raNORETTEOPTIONL IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE. ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT, (3) 2 X 12 P.T. STAIR STRINGERS NOTE: CONTRA OR I- —RF RIFSEQNSIBLE FOR fRIFYING ALL n1A1ENSI6S CAN63CONDITIONS PRIOR TO CONSTRUCTION, QIL STAIR COMPONENTS TO RE PRFSSURr- TRFAT-_UMRER ALL FASTENERS 114 CONTACT WITH P T LUMBER TO BE HO•T DIP GALVANIZED OR STAINLESS STEEL VULT °ULIILLATE UESIMIMI 30PCER° 11R LIotl V M•U •NOIANaL OESIGI(WI1010PCF.D • U2 M01I (TARLQ 1000.3.1) a10 S. 6contc H, Sin. 100 Luke Walcs, F�'330U3 O•Ibol 063.609.5900 � Faz:1•BBB-DB6a94n b L•� �f 1 W 1 � C t< j •I( '1 �d y�3yam s�No r a. DlanlnU Numbe,l 51 GTGP CONSTRUCTION a•ny4 [,g4pe,IM19,n1[n 3110 O. 01o11a 1.^ 01. 163 La.• wm••, n »3s3 © camalc it 1113 TERTICAT, VjNyL SKIRTIENG j �e� �cax�e� � €i s�allatior WALL I A --rAe j-9ee wdT&J �w araCs? SCQ��S �3���d1PAE:i' FL-0 F TED BLOCK SuPPO W j Z. ilk ttlC.S R a'6O i �� -TO -Mp ®fib pdrse ab'7 v725SA M&I L vief W f• J � ShrCtL S�E�;.r5 LE- -PA1VG LS 495"E ALGE Sgt eze= ,jr- @N A�'T:�cttt� 'ho rRtvuj�, 7 a ncv eA W t�t2s� nr�a� t� "ate CIF S61L :S SANIIY' tilEhf $ ,>'at SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4, THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE . NOTED. 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION I.B. - IRON BAR E.O.P. ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 51W IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING MIN. SETBAC REQ. FRONT SIDES �'#8 CNR SIDES REAR c!4 LEGAL DESCRIPTION OCEAN RESORTS COOPERATIVE UNIT 396, LOCATED IN ST. LUCIE, COUNTY, FLORIDA. lV Z3 C FND. 5/8- I.B. NO I.D. PROPERTY LOCATED IN FLOOD ZONES X BASE ELEVATION, N/A COMMUNITY PANEL NO.,120285-0089-J DATED, PROPERTY STREET ADDRESSo 5226 COMPASS COVE PLACE FT. PIERCE, FL., 34949 PREPARED FORT TRASCHKE SYMBOLS QS — SEWER ® - WATER SERVICE [E - ELECTRIC BOX 00.00 X - EXISTING ELEVATION EARLS . ARKEY = PROFE8SfdffAL EAND SURVEYOR REGISTRATION NO. 4459 — STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND'SURVEYOR AND MAPPER n C2 0 cu 0 z z O J W O. � W W .~. o y O c I cu O N I cu M cu O o N W U Fa � A 0 W a L� U Z r ^� V z ry D U) rI V D U U Q H d c.i Ri z 3 a 9- z J V) 0 U U) Ix LLI z g 0 z w LLI C� W 0 U) w IV cr) cl� CA IDCD N cu N N CC W x Z O W x a W U tL O