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HomeMy WebLinkAboutSABANA CLUB SHED - 9404304r . - .b VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SELNER SUPPLIER DER CERTIFICATION FL DNR (CCCL). FL DOT SLC STORMWATER PER MANGROVE ALT SEA. TURTLE PROT SCANNED .BY ST LUCIE COUWY PR* 5 FOR OFFICE USE ONLY REQUIRED DATE RECEIVED. NOT REQUIRED ROOF (� I) . f] II f] I1 �� [1 I1 . t1 - REQUIRED FEES BP VALUE PLANS -REVIEW FEE $ COFCFEE- - R _ - Rc� - ROAD IMPACT F $ - ROAD IMPAGI:p C;T - ROAD IMPA CREDIT O� AL DEV.FEE - SCH OL IMPACT FEE $ S OOL BOARD APPRO SCH bN FEE $ nJ l A - LICE IMPACT FEE - ` FIRE IMPACT SUB PERMITS iRED GAS ZONE REQUIRED AIR CONDITIONING [ ELECTwc PLUMBING SCREEN .ENCLIFENCE ROOF [ 1 DRIVEWAY [) f .X ZONING CHECKS --kl�940T COVERAGE EASEMENT LOT SPUTS YES IJ NO LJ iiijaiClub d , V NivvS .f ^IVY,':,• t 1 �.-,4:a,v✓�i;++ I . �Nolld 0 r _ ._ � •�LjTII�J �S 0° _ pNll{47V 9iv/O/s' ,yd -Y90Y :V S(�'n S' 0•oDM_ VfI 7Ci1%f .I _ 'fir• .o.. _ ... . - � S P St L Florida 34952 • 8630 South U. . 1 ort ucie. (407) 879-2380 • Sales Office 879-3883 Toll Free 1--800=325-0006 • (In Florida 1-800-468-6289) LEGAL DESCRIPTION: LOT 73, BLOCK 41, OF THE PREPOSED PLAT OF SAVANNA CLUB PLAT PHASE THR.1=E,- ST. LUCIE COUNTY, FLORIDA. SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP. 2. THE LAND DESCRIPTION AND EASEMENTS SHOWN HEREON ARE IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO THE PLAT UNLESS OTHERWISE NOTED. 4. ALL DISTANCES/ANGLES ARE PER PLAT UNLESS OTHERWISE SHOWN. TRACT B-8 (2) 5. FLOOD ZONE: X", 120285 0295 F, B-19-91 6. THERE ARE NO WELLS OR SEPTIC TANKS EXCEPT AS SHOWN. SAVANNA CLUB PLAT NO. THREE P.R.M, LEGEND: 120.07'(P) n SET #3366 P.R.M.-PERMANANT REFERENCE MONUMENT P.C.P.-PERMANANT CONTROL POINT - PROPOSED ELEVATION - FINISH ELEVATION - LOT DRAINAGE LIVING AREA SQ. FT. LOT AREA = 5472 SQ. FT. -----SET R&C #3366: p,$ N 45'05'35" W (M) ><� N 44'05'35" W (P) PLAT BOOK 24, PAGE 8 52.00' 0 = 38'09'45" R = 45.00' \ L, = 29.97' M/OX i 5e f UNDER CONSTRUCTION IID,17 SET R&C BLOCK 41 V4C,4N% l LOT 72 SET R&C #3366 10' UTILITY EASEMENT CERTIFIED TO: SAVANNA CLUB CORPORATION �q PROPOSED PLOT PLAN CERTIFICATE: (SUBITCT TO CONTRACTOR BRALTH DEPT., AND BURRING DEPT. APPROVAL) I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON IS TRUE AND CORRECT TO THE BEST OF MY -KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SU Y MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 21HH-6 ADOPTED BY THE FLORIDA BOARD OF LAND SURVE R PURSUANT. TO FLORIDA STATUTE 472.027. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN RE WICT E QUALIFICATIONS NOTED HEREON. NOT VALID. UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL.REVISED 7-06-94e DATE:? RICHARD D. ADA , JR. ATLANTIC LAND DESIGN, INC. FLORIDA REGISTRAT194 NO. 3366 PROFESSIONAL LAND SURVEYING BOUNDARY SURVEY 8-30-93 JOB NUMBER 1327 N. Mille Avenue 201 S.W. Port St. Lucie Blvd., Ste. 107 SITE PLAN Orlando; FI. 32803 Port St. Lucie, Fl. 34983 Tel. (407) 896-7766 Tel. (407) 871-1163 93 —1.9 0 FAX 896-5428 FAX 871-1164 AS -BUILT SURVEY , r• -. i ;. - - �. - 19• Tf Ln .. , _ : :b Ti Tf.'_ ale p 1 !1 _O I -BEAM 6 -� 8 Epp BEAM !�- io BOX BEAIVL _ t t BOxBEAM'•'. 13 2ro SNAP BEAM TILT BEAM ;_ �� 'lE COLUMK _ w FLUTE666WMK Soot• t TI -M• �I . t 'T• ittt •ss«fo.jL= • .. � . � 'Tz - � V. '-A— .ors• +I ! •.,� !!1 8 -ice � 4.oY• i ' t.00• ' .Ao•�•t.or• � ?.e• I t.A• ! t.r• i• ' _ h GUTTER - m 6 m W Z Q Z or o aWom ELL Q z 'm � QZ� WW ZY�(O7 wo W z�� -- m (3-Q0 Y wm�11 Ig FASCIA I �� WALL HEADER Po ROOF PANEL :. zt COLUMN BASE ANGLE 2I CO BOX BEAM � yc2 CHANNEL- ?? CORNER COLUMN . 3a RooNs owrl _rT • _r I•.oV• OR IO.oO• 7. riAC O.?O• % O N m r. T$ a • .015•wa •o92•NC • .09E•wc _� 113E � _ h M M t •1 1 A ROLL FORMED 2s ROLL FORMED HEADER -ROLL-FORMED GUTTER___ 31 HOLL_EORMED FASCIA - ---- FACSiA ,( ♦.L• J �32� ROLLFORMED GUZi'ER •- • 1 i 33 ROLL -FORMED COLUMN. 3106-MM KiNL ALUK This Dwg shall not he used as 'a roaster Exp po.. Q 1994 m F E B. 2. 1 -1994 - 1. .__ THIS SHOJCf m HAS Sk77N DFSloan IN =00A NCE WITH TIE I= AND ISM mmOH ar THE ZIAACARD WILUM NEE. "ESE PIMNS HAVE WON amem To OEr1.Y WITH THE. MINIMUM DESIGN [DADS Cr OAW•FR T2. 00 S E=fTCALLT WITH THE rMr OtITIC L WIM II=U:F Off Or SECTION 12W-. - uvE Laws. 2D P.LF. . Hilo umm 110 Mo 100 R.P-M. . DEAD Lawb I P.S.r. - . WALL'awl. Sa P.m r. - H - - DULEcr IN LIMITS SPNW SO " 2. H EIAL 1H0!• PANEL SPA MHM �1 CZ' ER 1Am BJLAAH . TOHDELLI. P.t-. rrm OHAilImu"o. rLLRIDA. 7W=M A CaSINATION Or 709TING AM RATIONAL ANALYSIS. TEXT EFPOCTS AM ANALYSIS An ON ruS IN THIS . -2. ALL earaHONTS SHIM FALL E ESTIMM ALIRIT W WITH "63-Te ALLOY u LEm arms se NHIED. 4.. THE THICKNESS ESS W ALL QTIOiIOs SHALL iE AS. SHGH a1 THIS •DRAWING. mmmum THiOOOE swt E 0.037- WITH SIAHHKw - 7CLEAHs2S IN ACGORDAmm WITS THE •ALILlur f STANDARDS AND DATA ISM EDmor. ALSMIGE1 Asoo=T10f LL4ro ATED. _YACIIliT01. D.C. 3. ALunimm ROOF• PANEL ALLOTS AS HELL AS ALL SOS- rmim GEM OWN ALLOYS SHALL Be AG IQIEDS 210E-6114. =04-i IS OR =05-H30. G. SOtEWU AND BOLTS SALT. E 2224-T4 ALSEMM M1CT OR STAIIGASS STE n- 7. ALL =PmmICN ANOOR SALL E GALVANIZED Olt STADLEM STEEL 'RED HEAD- • EEVE A NCHHHR OR GDOI%VLIE NT STRENGTH -- TfGm®OOO.TS. MOO® SINS. PSETIATE THE CCHCFZ 6 Pammm . .• A HINIMA H Or I- IN ADDITION TO PVWMTIIG THE THIOOESS Or ANY rINIS H NVITMAL APPLIED ON T S ILAR. - y S. ALL CtEOEZE GALL DEKLDr =oo P-S-1.-Comr—corm tlTitE7iG ' AT 22 DAT0.' • S. • ALL RGIHrOELIH8 STEEL SHALL E A.LT-IL A-G15 GLADE 60 DE FOSS SKIS. I • 10. • SCROM USED aN WALLS SAL E 60 POCOW IWCUTAl1 QQL , . il. THIS STANCT oK BALL Nor E ATTAt713) TO A CANTUMAE M ` jLr OVF78ANS WITHtir THIS HIESHEI]tm @ILIAC MIGH ArrRDNAL_ u. IT MALL E THE TPdSUILm Or THE PERHLT TO TD To WJ F]t VIFY T>£ AOEaIIACT or THE QISTIFE {T1GNC-TiEtE SNSTAIM THE ALL OnoNSIO S AT SiToQe . "M BtlEItI1rOSYiD LOADS AND TO VoUrT 1 CAPACITY 70 E 2000,RS-r- - f7. HIMIM11 SOIL SEARING A � `•• 14. mumo timom AND APrRONAL Or THIS PLAN FDR Ng/STR c"CF1 OR �M BY HOEIJicVION AldoA"WIATM. 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RAM Ssc acNrouuc _ <cC-r-4I.GL7uLJ_ lfoq R■NIIFof1GQM•7• m to ISOLATED FOOTING DETAIL e- ¢n °m ev,0om y� __ ..1SOLAT.ED EdOT1NG_SCHEDULE. < Zo1i m �(f woof AMA--- -an RE011111ED room* Sm XONFatCM slm IS Q Q Z h Tw COIJUM Isar.) SQUALITWACED am: o Nov '+=•l ;c4=9" 4•■ 6 EA• wo1- w0W 1-f G Ibo 9='1'x 3=•!• 4.s p A• w"• . oof 2 e- Q Ip too Wm2a iNJ -W-a•Y =.0 *v.+ TPA• wwr 2/Y jiiMx ILM — •J!4 rrL&. WAY . ZU ' .. �[. "ARIIIo IgOF ARW COL LSE! Stl1El1AT1C1 CAS[twOW PANILSFAN a SEAM SPAN - Z CAM 2: 0,OOF PANIL SMWY♦OJIl a MA11 SPAN �Qty 1 wa _' • r-• t wTIR_Via co MR L V-Ic �1CASEt i u•Q }'. co <w 0 j a �azQLL LL All -s- = - - _ = _ __ - * � y a. &[a cw �4oN�� — �� =1 0 0 91•Wf fbR UJAMISTi1K) -- ksNf_► b0Afi/ J Z tog a,•1 TI+• AWL_/mow. Q Q s! j- LI4MPfw vm.4rAN _77r ibRtJ••U�LC ra ota c a.. ¢ G-10*0ETAIL ILTi_ �'riclrq i SPECS__FOR COLUMN CONNECTION. TO_EODS]Nq ROOFS ATTACHED TO SLOQ /SCREW MALLS wOOF7ATTACHMTO ._ 'ILMw/O SCAM W AREA IfbTi N'N T/ 60TO *I T/ o To COL tvo Ito _ w b6 61 A 1VA, N/Ai N�y� MSE IJ IYi 1'/i• i%i 1/i . 1%h TL 1'Y'• N/A Iy�A O'K' I/L ' 2t Z1G /O !ti C f'/ 3 N/A • 2•7 • 4 • �• 2 2 CONC. ?yA WA N/A 1-yt♦ 1-�Jjy EACH ' t--'h 1-/t ♦ i-'pis (gar - al R0. a-K' alli a-h' A•Lk 1 s-�'b 'h �1.00• 4.00• •O.fis• _p4,0• fS/A. WA +'1/^ +-VA• $'Z� �+�=' 1'-(0' S�?' N/A N/A N.ts N/A A WA N/A FOR•OLTSUSEDvnT/l_Cot3 5 n f" OHLT //�� N/A W N//► N/A mwo 11EYAMawo COLS wro P If USED ��'•• .� USE URTH .24t • •• SJtS. • A" Om_ EACH SIDE _ .SCHEMA'Ll� EOS DETERMINING ROOF AREA BEARING ON COLUMNS ILT= �K � This DWg shall nat be used as a rnaster w c EXp AP 01994z C u c � ` of 2 41s drewnp no. 90-28