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HomeMy WebLinkAboutApproved Health Dept Site and Floor PlansSYMBOLS: F- = GUY WIRE ANCHOR = CABLE TELEVISION BOX p = CATCH BASIN = CATCH BASIN INLET = CLEANOUT = ELECTRIC BOX = TELEPHONE BOX �- - SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES C = FIRE HYDRANT = LIGHT POLE ® = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE SEWER VALVE = WATER VALVE Q = WELL Q = WATER METER I& = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 ABBREVIATIONS: NORTH 1/4 CORNER OF SEC PLA01 VACA SITE ELEVATION = 22 SECTI (CALC) = CALCULATED POSITION CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE DB = DEED BOOK FND = FOUND IRC - IRON ROD WITH PLASTIC CAP LB - LICENSE BUSINESS LS © LICENSE SURVEY ORB = OFFICIAL RECORD BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT R/W = R I GHT-OF--WAY RGE = RANGE SEC = SECTION TWP = TOWNSHIP SFWMD = SOUTH FLORIDA WATER MANAGEMENT DISTRICT NSLCRDD= NORTH ST. LUCIE COUNTY RIVER & DRAINAGE DISTRICT 1 4:31: i W.0 NY — LAM I r%UHU (DB 90, PG 398) SOUTH R/W 'WMD CANAL C-25 AS MONUMENTED PLATTED VACANT ATED 34 35 N89'39'59"W 1992.26' 44 3 CANAL C--25 R/W 2 (VARIABLE WIDTH) PLATTED 7] 51- _ XZ/ 4 , 687sf:,DRAINFIELD 6' w ` 10aost ;AREATRUCTED 'b U33' a r / PR S ORYD oipo 8� . / B} 3.00' RESIDENCE o CARPORT r4 FFE=24.20 v in \ / 3.00 $� 3.0 , 2.67 f v � 00 7.00' 6.67 + 57.33' 0141.OW 1 PROPOSED 1' WATER SERVICE w 75' MINIMUM PR`OPPOSED l 1 DETAIL SCALE: 1" =30' N89'53'29"W 2656.99' _...__--- __—._--_..._-----•----------_ _-----__----__— .INE OF THE .._ ., . SECTION 3 ATT PLiED N w 0 wto zz =0 rn U Q W w to e-� Q rn rn � r m � 0 [L� Od wQ Z0 x 0 jz PLATTED EAST 1/4 CORNER OF SECTION 3 (CALC) a F FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 4P-5F•P3110% & Well Date:_4 1 Q Reviewe` ALEXANDER J. PIAZZA PSM INC. Surveying - Mapping - Consulting 619 SW Biltmore Street Port St. Lucie, . Florida 34983 F5-2,8-21 ADD PROPOSED RESIDENCE AJP Phone: (772) 340-7770 TE: REVISIONS: I By. LB 7280 Fax: (772) 340-2250 LOCATION MAP NOT TO SCALE MAC OSOR1PTION: THE WEST ONE -QUARTER OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 35 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLQRIDA, LESS CANAL AND ROAD RIGHTS -OF -WAY. 'CONTAINING: 1,897,202 SQUARE FEET OR 43.554 ACRES, MORE OR LESS. SURVEY REPORT: 1: THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE, 2. SURVEY.:BASED.ON ST. LUCI:E.,COUNTY SECTIONAL INFORMATION AND -FOUND MONUMk'NTATION. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N00'14'56"W ALONG THE WEST PROPERTY LINE. 5. Ni :0 UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. NUMEROUS LARGE AND SMALL DITCHES WERE NOT FIELD LOCATED DUE TO ACCESS BUT RUN THROUGHOUT AND NEAR THE PERIMETER OF THE PROPERTY. ALSO MANY DRAINAGE FLOW PIPES WERE NOT FIELD LOCATED DUE TO VISIBLITY AND ACCESS AND ARE OF ALL TYPES AND SIZES THAT INTERCONNECT EXISTING DITCHES. 7. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO150 J, EFFECTIVE DATE 2-16-12. 8. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY, 9. T'HERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 10. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE PURCHASE OF PROPERTY AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLQRIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE -SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH :AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S 1-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL. COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS ,RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTFR 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 15. THiS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: GROVER CLAYTON CHARLES & SARAH KELLY CHARLES, HIS WIFE CENTER STATE BANK WFG NATIONAL TITLE INSURANCE COMPANY GOULD, COOKSEY, FENNELL, P.A. 16. c:,COPYRIGHT 2017 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A.FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER�yl?II�It J�A*,riF ',SUM, INC. ""Olglr; ff6pjd by Alexander J Plam MexalnQ.i Ebbl:c=Us u fnIlated, DATE OF FIELD SURVEY: 12-05-17 ,,, <�.: ors{' t�-Av4 aDboo»zs6c�z�aaaooi n+ "� C, 6 cn; kkfVberJP[a=a DATE OF SURVEY: 12-05-17 Piazze "'� i'f3UDate U4XP31'&32:09-© OW ALEXAND R-i 4. Pslr fA �, a PROFESSSURVEYOR.= ', MAPPER I� �;�.A FLOR I DA C,E` 1 1:F I CATE..,LI 6330 ,r�� �F`� I't V l C,�D K:\BUILDERS\DWG2017\17-3490.DWG 189 V 10 V SCH M��'� N VROAD R€F K:\ SEC 3, TWP 35S, RGE 38E FLD CJM / RP FB. PG. JOB 17--3490 A$ PREPARED FOR OFF CJM DATE 12-05-17 A,� C t TES S ITA TE BANK CKD AJP SHEET 1 OF 1 DWG D--79 7 DocuSign Envelope ID: CB729076-3E054C95-90B5-D2E42EDBA28D 1I11®1 I I F13imn ID DESCRIPTION SPECS THICKNESS ON FLOOR PLAN REINFORCED CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 9" REINFORCED CMU WALL W/O INT FINISH SEE GENERAL SPECIFICATIONS ON A•l 8° } REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" 77777= LOAD BEARING INT WALL N/A THIS PROJECT 4.5" ffLOOR PLAAN NOTES: 1. INTERIOR DIMENSIONS ARE TO FINISH, SEE WALL LEGEND FOR THICKNESS. 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. FLOOR PLAN KEYNOTES: 1. 22"x30" RO MIN ATTIC ACCESS 2. TYP FRONT PORCH COLUMN: 8"x8" CMU W/ 2 #6 VERT 3. TYP FRONT PORCH BEAM: 8F16.1 Ell 10' TOB 4. TYP CARPORT COLUMN: 16"x16" CMU W/ (2) #5 VERT EA CELL. DOWEL TO BEAM/FTG W/ (2) #5. #3 TIE @ 1611 OC 5. TYP CARPORT BEAM: 16"xt6" CONC, (4) #5 T/B, #3 TIE @ 10" OC, 10' TOB DOOR/ LINTEL SCHEDULE CTUAL D. •RESSURES W H LINTEL DESCRIPTION DS " 34' f 37 Q' 3F0` : 18 0 CAST CREj Ei8RF22 18/1 j $: sVvjNG, GLAZEp, (2)1'4" D2 341 IF 2 8 8 0 CAST CRETE 8RF22-1B/1T S. SWING GLAZED 341, 16orlc0 ", 8;0 CAST'COTE 12F24=IBA 4iPAN'ELSGD' � ' ,37"0; 03.1 N/A 16 0 Bill CAST CRETE 81`24 18/1T LINTEL ONLY 34.1, 37;0 2-8 `" 8 0" CAST'CRETE 8RF.2241B/17 . S. SWING, GLAZED.' SEE GEN NOTE 26, CC: CAST CRETE WINDOW/ LINTEL SCHEDULE ACTUAL • •PRESSURES W H LINTEL LINTEL TYPE NOTES W1 i; 35 6,;38 7 E 3,0 �` 5 2 ii'- 8 0 �`= CAST�C(iETE SRp24 18%1T SUNG. EGRESS 'p ,`* W2 35.61-38.7 3-0 5-2 8-0 CAST CRETE 8RF24-1B/1T S.HUNG EGRESS 35.6;-38 7' 3-0', 5-2 8-to 0 CASTCREIT /1to T 8RF,24-1LIB &HUNG"4. EGRESS ." , W4 35,60 -38.7 3-0 5-2 8-0 CAST CRETE 8RF24-1B/1T S.HUNG WS 1! 35.6,.38.7' 3-0 -' 4-S ot . 8-0 CASTC�jETE8RF24-1pop 8%1Ti SIF ;HUNI G . W6 35.6, IF 3-0 41FF5 8-0 CAST CRETE 8RF24-1B/1T S.HUNG W7 ` 35 6,',-38.7 3-0 . 3-1 8,, CAST CRETEll 8RF24,1B/1I I T S,HUNG III SEE GEN NOTE 26. CC: CAST CRETE GENERAL SPECIFICATIONS: 1, INTERIOR ON LOADBEARING WALLS: 1/2" OR 5/8" GWB OVER 3-5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. 2. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34, 3. INSULATION: EXT WALLS: R4.1 FOIL INSULATION, R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES. PROVIDE ACCESS HATCH TO N FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS#54'SFOAS11051 &Well#9SaWl03 itt PROJECT DESCRIPTION NEW 1 STORY SF RESIDENCE. ZONING INFORMATION: parcel id: 2203-122-0001-000-1 AG-5 (unincorporated St Lucie County) flood zone: X UTILITY INFORMATION: gas: n/a sewage: septic potable water: well AREA CALCULATIONS: conditioned living area 2,700 Sf carport 1,933 sf covered rear porch 395 sf covered front porch 165 sf total building area 5,193 sf conditioned volume 27,000 cf I` O o � U C Ct�r00't9 c + C N NBC mpa1�M � O c+1 N LL � 0 U 4— U U 'o 0 w N_ K O LL O W a O O °z a UM W Z J LL! LL + 3 W � w y `L m W _ O C c � w O ,y O W 0 m O N t W 0 a 0 H E E Z W $ � v CJ � o floor plan 1/31/21 SHEET o sionaa ny: EB35FAF30EB24B8... 8/3/2021 :•�QA Fp'; _ AR97708 P LOOIM1 rLI"AN SCALE: 1/4„_ 1,-0„