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HomeMy WebLinkAboutHealth Dept Permit Plan and Site - Tzimenatos (2)SUMMARY OF WORK: 1. Project Description: New 1-story residence. 2. Work Involved: a. Roof: 5V-Crimp Metal Roofing, Peel-n-Stick Roof Underlayment, exterior sheathing, pre-engineered trusses, R-30 Blown Insulation for A/C space. b. Walls: i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk Rigid Board Insulation, 1X P.T. furring and 1/2" drywall at the interior side ii, Interior: Metal studs, batt insulation, with 1/2" drywall each side c. Ceiling: i. 5/8" drywall - see plans for trays, coffers and vaults ii. Exterior ceiling finish shall be 1/2" thick stucco on high rib lath attached per note on wall section. d. Foundation: Concrete thickened slab edge and 4" concrete floor slab e. Mechanical: I. Provide (1) unit per plans ii. Exhaust all bathrooms and dryer f. Electrical: 1. Provide power and lighting per plans ii. Provide 200 amp service and 40 slot panel g. Plumbing: i. Provide water heater per plans ii. Provide sanitary lines per plans and risers ill. Provide plumbing fixtures per plan h. Work completed shall meet all local and state building code requirements. CQORDINATION:, 1. Contractor shall verify existing site conditions of project location prior to commencement of work. 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. 3. Contractor shall verify space requirements and location of project utilities. 4. Contractor shall field verify all dimensions of project. Do not scale drawings. 5, Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 6. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. CHANGE PROCEDURES: 1. Architect will submit Supplemental Instructions for minor changes. 2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work performed. SUBMITTAL: 1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPORARY FACILITIES: 1. Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris. MATERIALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. DESIGN PARAMETERS: Florida Building Code (7th Edition, 2020) Florida Residential Code (7th Edition, 2020) Florida Existing Building Code (7th Edition, 2020) Florida Plumbing Code (7th Edition, 2020) Florida Mechanical Code (7th Edition, 2020) Florida Fuel Gas Code (7th Edition, 2020) 2017 National Electric Code 2012 Florida Accessibility Code (7th Edition, 2020) Florida Energy Code (7th Edition, 2020) Florida Fire Prevention Code (7th Edition) 2002 National Fire Alarm Code - (NFPA-72) 2002 Fire Sprinkler Code - (NFPA-13/13R/13D) 2002 Standard for Automatic Fire Suppression Systems (NFPA-17/17A) 2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241) Building Design: Enclosed Ultimate Wind Speed: 160 mph 3 second gust Nominal Wind Speed: 124 mph Building Category: II Wind Importance/Use Factor: 1.0 Internal Pressure Coefficient: +/-0.18 Building Mean Height: 15'-6" Roof Overhang: 1'-4" Roof Pitch: 5/12 Garage Design Pressure: Int. Zone (+28.1/-31.0) 120 sgft. Ext. Zone (+28.1/-34.1) Door Design Pressure: Int. Zone (+30.0/-32.9) 50 sgft. Ext. Zone (+30.0/-37.9) Window Design Pressure: Int. Zone (+32.0/-34.9) 20 scift. Ext. Zone (+32.0/-41.9) Exposure: C Design Loads: Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Impact Protection: Impact Resistant Windows and Doors OCCUPANCY: R3 One -Family Residence CONSTRUCTION: Type V Unprotected, Unsprinklered Ext. brg walls - CMU Pre -fabricated wood roof trusses Int wails -metal stds & drywall AREA TABULATIONS: (include exterior walls A/C space: 1,696 gross sgft. Garage: 387 gross sgft. Front Entry 17 gross sqft. Total New Bldg. Area: 2,100 gross sgft. FDOH in St. Lucie County Environmental Health Site -Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5(9-SF-�'�1q& Well #91-160s l r)ntP• U111 2-i , Product Approval Submittal Affidavit Bldg Address: Carlton Road Contractor: Homecrete Homes Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design', Miami -Dade Description Size Spacing, & Embedment Pressure Pressure FL# 5823.2 SINGLE -HUNG 8100 Vinyl Custom Windows lmppout Resistant Installation shall stricty debate W product approval See Cover Sheet +67.5 / -70.0 WINDOW SH LOW E and Doors 7/8" thic Typa'A' FL# 5823.2 Into IX P.T. wood buck - 270:Impact Anchors: 3116' anchors 0.Head, Silt and Jamb Attachment: Head/SIR - V max from comers Head/sill- (1) 0 mid -span Herod/Siff- (2) 0 4" from center Jamb - 6" maxfrom corners Jamb - 16.9/16' max O.C. Jamb - (1) @ center Embedment: 1.1/4" min Into concrete thm IX Use 3/16" dia. Elm Uitracon Anthers FL# 16177.2 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +70.0 J -70.0 WINDOW SH LOW E and Doors 718" thk Type'A' FL# 16177.1 Into IX P.T. wood buck 270 Impact Anchors: 3/16" anchors 0 Head, Sill and Jamb Attachment: Head - W max from comers Head - 17" fries: O.C. Sill • Not Required Jamb - 6" max from top corners Jamb - (2) at 4" Q.C. from bot carriers Jamb - 10-1/2" max O.C. Jamb - 4" either side from center Embedment: 1-1/4" min into concrete thru IX Use 311V dia. Elco Ultracxm Andtom FL # 20468.1 FIBERGLASS Smooth Star Thermatru Corp. NIA Tapcons shall be spaced as per product approval See Cover Sheet +67.0 j -67.0 ENTRY DOOR Opaque on Sheet 8 of 11 Anchors: 1/4" X 3" Tapoons 0 Head and Jamb Buck Attachment: Head - 4" max from comers Jamb . 4" max from corners Jamb - 13.00' max O.C. Frame Attachment: Head - 6" max from corners Jamb - 6" max from corners Jamb.14.00" max O.C. Embedment: 1-1/2" min into concrete FL# 20834.2 S.G.D. 880 Custom Windows Non -Impact Rated Installation shall stricty adhere to product approval See Cover Sheet +65.0 / -65.0 NON - IMPACr SGD and Doors Low E 270 FL# 20834.2 Into 2X P.T. wood buck Anchors: 1/4" anchors ♦1 Head,. Sill and Jamb Attachment: Head/Sill - W cox from corners Head/Sill - (I} mid•span of door panel Head/Sill - 0 T" O.C. (2 sides at center Jamb - 61 max from comers Jamb - 21" mass O.C. Embedment: 1-114' min into concrete Use 1/4" did. rrW Tapcons Embadment: 1-318" min into 2X Use #12 wood screw anchors FL # 20468.7 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapmns shall be spaced as per product approval See Cover Sheet +67.0 / -67.0 FRENCH DOOR Opaque an Shoat 8 of 11 Anchors: 1/4" X 3" Tepcons @ Read and Jamb Buck Attachment: Head - 4" max from comers Jamb - 4" max from comers Jamb - 13.00" max O.C. Frame Attachment: Head - 6" max from corners Jamb - 6" max from corners Jamb-14.00" max Q.C. Embedment: I-V2" min Into concrete FL# 11602-R10 ROOF TITANIUM Owens Corning N/A Installation shall stricty adhere to product approval See Cover Sheet -45.0 UNDERLAYMENT ROOF Roofing and Asphalt FL# 11602-RIO UNDERLAYMENT PSU-30 FL# 16546.6 GARAGE CLOPAY CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 DOOR MODEL 73 W6 Supplement Guide - Attach Buck W/ 5/8"0 x G' sloe" anchors a to" O.C. Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, & Embedment Pressure Pressure Mullions Tube Mullion Custom Windows 3" Tube Mullion - Installation shelf strictly adhere See Cover Sheet +65.0 / -65.0 FL # 9520.1 and Doors to Product Approval FL# 9SUA Use 3/16' dia. Irty Tapcons at each hole provide a minimum of 1-1/4" embedment Roof 26 GA Extreme Provide *10 x 1-1/2" Hex -Washer Head wood screw See Cover Sheet N/A 5V-Crimp Metal Fabricators to penetrate 3/16" min, thru deck or 5/8" embedment Panel into wood plank FL # 17022.1 Siding Stucco 5/8" Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A soffit Stucco - Stucco finish over high rib lathe See Cover Sheet N/A provide 7" x 24" soffit vents - refer to sheet S1 I have reviewed the above product approval information and and approved it. Name: Nicole L. Norton/n2 architecture + design Signature: Certification Number: AR 91827/ AA26002853 Date: INDEX OF DRAWINGS Revised xx-xx-xx Sheet Sheet 00 a _ Information i _ Cover S_ . General n Details + Notes * Building - • r ♦ r StructuralDetails El Electrical Plan, Schedules + Notes n Window @ DetaiiNorto, ## Door H Keyed Note xxX Room Name XX. Interior Elevation Wall Type allP Exterior Elevation o--- # Wall Section o-- Building Section A# Revision 0 Miscellaneous Key ♦. Homes Robert Clank 2162 NW Reserve Park w Port Florida 3498 i • f ARCHITECT: design Norton,Niki L. 2081 SE Ocean Stuart, Florida 34996 f r cwj5or��p� .0 O „.__ .0 o C do �d E � m cl � y� } O 2-Y20 m yL O O C Y W� Evo a i C MCO aES' a0 Ic �carny 3 •® L C O f = Y �/�, aJ al 'LT c O Lcn� O w .c '$ ,c m g i.� 5 2 la , l y Y tocvcm= U T ovd Ea3 toTw; c �rng 8 UL �N to � t.. + C A IIs to aI w T 'd o U � U 0 i tLi )fit. .� A1327 W&d and a*O by fW off. , kn0 t a ,� U9ea1 t6. P60f t '0* are t s ftd MfMd €f4 e bl. d1 AnO E`.�'a.."*Wart- ER u4 t vilir?tiad W ar7 44ftvo tea. # r •• * A f • • - 7 l a • i Cu i Co a i • ♦ • 1 Project 20-0691 Number Status CD Issue 09-Mar-21 date Sheet C 1 Cover Sheet Fm_w w 0 M ro C N E �N F- n SCALE: 1/4" ® V-101" FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # J0 - l0 ° lYs & Well # G1al-J S9 natP. ult--w — )\ ` 8" CMU WALLS WITH (l) #S VERT AT 48°' O.C. MAX, ALL CORNERS AS SHOWN AND EACH SIDE OF x x h k u OPENING AS SHOWN. EXTERIOR FINISH SHALL BE TEXTURED STUCCO, INTERIOR FINISH SHALL BE 1/2" THK GYP BD. WITH 1" THK. (R6.5) RIGID BOARD INSULATION AND 1X P,T. FURRING INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. ATTACH DRYWALL WITH #12 X 1-1/4" DRYWALL SCREWS @ 8" O.C. MAX AT SIDES AND 12" O.C. MAX IN FIELD INSULATED WALL BETWEEN A/C SPACE AND GARAGE - PROVIDE R-11 BATT INSULATION DOOR NO, W] 101 3 102A 2 102B 5 2 E103B 4 104A 2 104B 6 105 2 106A 5 106B I 107A 2 107E 2 108 2 109 5 110A 4 110B 112A 2 112B 2 112C 2 113 1i SCW SCM GL HCW NO, 1 EXT. DI LEVER/ WEATH 1. NEW 2. INS1 3. FROI 4. HAR S. 20 P iIUIND(JW SCHEDULE WIN TYPE SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER (STYLE) MODEL */SERIES TYPE NOTES: (SEE NOTES BELOW) �X WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE A T-0" T-4" VERIFY VERIFY - - WHITE WHITE CUSAND DOOTOM OORSDOWS 8100 VINYL SINGLE HUNG 1, 2, 3, 4, 5 B 2'-6" T-W VERIFY VERIFY - - WHITE WHITE CUSTOM WINDOWS AND DODDS 8100 VINYL SINGLE HUNG 1, 2, 3, 4, 5, 6, 7 NOTES: 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. TYPICAL WINDOW HEAD HEIGHTS SHALL BE 6-8" A.F.F. UNLESS OTHERWISE NOTED, REFER TO ELEVATIONS SHEET A3. 3. 5.7 SQFT FOR EGRESS FOR ALL BEDROOMS AND LIVING AREAS. 4. VERIFY WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER. S. INSTALL ALL WINDOWS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 6. AS PER FBC R308.4.5 PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS. 7. PROVIDE OBSCURE GLASS AT ALL BATHROOM LOCATIONS. ENN D WINDOW MUNTINS AT FRONT WINDOWS ONLY A I iw:'Y SCALE: 1 `4" ® 1'-0" M�"N �6m5z= r Eb8;8 °o°��bG 0 t bm0,0- m -,I y �t Ev o,®v Q M ro5 C O = 'O ' SC °°b O=C` OMC cn M Y C W ED ESQ` b pC 8Qs Eaa • • 04 Itf L 40e AR91421 tQRTON, RA, LEER AP vs� 3 M&0 S eatwemw out, PI`)raw cop°u_ 1 ♦/ s 1 • • 3 * � t: s + + t+ # • Ln E I- • M • r Rev. * Date Project Number 20-0691 Status CD Issue date 09-Mar-21 Sheet A Floor Plan �J w ,S 0b = � mw zm o� U �N I= wo �b z�m 0 Sd dp a� Yz qO (D M t, wa zS �d z d wr F0M w� O zW wM z0 8 1 LT �r ryk, �o o� ~= 4 zW w W W 0°5 °z I5 D <a U W I 4 PROPOSED RESIDENCE FFE: TO BE DETERMINED BY HEALTH DEPARTMENT HOUSE DETAIL .SCALE 1 "1 =20' s N Z UTILITY NOTES c PUBLIC UTILITIES zNOT AVAILABLE E 0 U FND 4" DIAMETER CM II (PRM L38098) BOUNDARY SURVEY PREPARED REVIEW TITLEFOR: LESLEY TZIMENATOS FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTC38 #In_F -�1��{`6 & well # S`f-.3( BARB -WIRE FENCE 0.4' NORTH OF PROPERTY LINE xc, x� x x2 x x� x2 xr 948.14' X �0' .9, x�i3 o J .w J �3 e',J ,3 U) 7 50.00r < PROP, R / �� PROPOSED POND .-- CONC. DRIVE SEE 212' -" t -M DETAIL "" 1 0 a Ix x x> x � In 50.00` .9. ,,9. ! , y.. O.. LLJ CO ? 1 0 `` DRAINAGE TO RETURN TO NATURAL GRADE' M 0 L— x o 50.00' v' PROPSED 300 SQ FT, 'GRAINFIELD x �-PROPOSED 1716 SQ. FT. `P� UNOBS;RUCTED AREA ri X� FND 5/8§ IR&C �3 2' 'x x (LB8098) 'O' Xl X" In (¢ w BENCHMARK °' xk O O W FND NAIL �" Xis z p N:1086762.29' •O' z '' w E: 8035.05,36' s w sr EL: 24.25' _` M 10 a iY N, ti' d R SYMBOL & ABBREVIATION LEGEND: W O A AIR RELEASE VALVE. FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MP METAL PIPE SV x. SANITARY VALVE rn.W AL ARC LENGTH F.0• FBER OPTIC MONITORING WELL SEC. SECTION ASPH ASPHALT FOHH: FIBER HOLE OPTIC HAND MON MONUMENT GEODETIC 0 PROPERTY CORNER -. g:tt SFP BACK. FLOW PREVENTER NATIONAL FIBER OPTIC MARKER NGVD29 VERTICAL DATUM OF 1429 O RIGHT OF -WAY CONTROL > BENCHMARK (SA) g. Z YYY FBER RISER FIBER OPTIC RISER N D / NON DESCRIPT NAIL AND DISK SIGN 0 O a 6 M BIKE RACK (M) FIELD MEASURED N.R. NON RADIAL S SOUTHid ' b o z CATV ❑ CABLE RISER F.F.E. FINISHED FLOOR NORTH AMERICAN DATUM OF (� SPIGOT yy. $ (0) CALCULATED ELEVATION NAVDSS VERTICAL 1988 F00T FLORIDA DEPARTMENT SPRINKLER VALV[: a' LU y CATCH BASIN OF TRANSPORTATION N NORTH OR NORTHING 6 FPL FLORIDA POWER" AND No. NUMBER 3,L.G. ST, LUCIE COUNTY fi w U CENTERLINE LIGHT O.R.B. OFFICIAL RECORDS STA STATION z S g p � OCR CERTIFIED CORNER FT FOOT BOOK ® DRAINAGE d z w RECORD FM FORCE MAIN 014W OVER HEAD WIRES MANHOLE MANHOLE 0 CLF CHAIN LINK FENCE. ENO FUND PC PAGE STREET SON b O CND, CHORD (E) FPL MANHOLE pCN PARCEL CONTROL NUMBER W FK 6 N Coo CLEAN OUT SO FT. SQUARE FEET PK NAIL PARKER-KALON NAIL R SER O TELEPHONE RISER�BOX pYp.. © RIBeRQ COMMUNICATION RISER GASSLXI GAS VALVE PK/D PARKER-KALON NAIL & DISK TOE TOE OF SLOPE w Ej z g GONG CONCRETE GEOGRAPHIC INFORMATION PCP PERMANENT CONTROL POINT TOB T.O.N. TOP OF BANK/BERM TOP OF NUT - - o m z q j> CONCRETE LIGHT POST GIS GNA SYSTEMS GROUND PRM. PERMANENT REFERENCE X 0.6 TOPOGRAPHIC DATA �- O MONUMENT - {SOFT CE) ) g 4 CM CONCRETE MONUMENT GROUND LIGHT ' P:S. PLAT BOOK APHI TOPOGRAPHIC OAi'A O Z CPP CONCRETE POWER POLE �:�, GUY WIRE ANCHOR. (P) PLAT DATA X D.OG (HARD SURFACE) P.O.B. POINT OF BEGINNING ' TWNSHP TOWNSHIP , u' O '�* P-� CONCRETE POWER POLE W/STREET LIGHT (P HANDICAP P.O.C. POINT OF T TRAFFIC HANOHOW C� r. S z� v CONCRETE SIGNAL LIGHT POLE HOPE HIGH DENSITY POLYETHYLENE PIPE P.C.G. COMMENCEMENT POINT OF COMPOUND TSCB TRAFFIC SIGNAL uk sY sn CMP CORRUGATED METAL. HWF HOG WIRE FENCE P.C. CURVE POINT OF CURVATURE TYP CONTROL BOX. TYPICAL S. rn PIPE CURB INLET Y � HYDRANT P.T. P DINT OF TANGENCY LINK UNKNOWN m z IN INCH P.O.T. POINT OF TERMINUS HH UNKNOWN HANDHDL D ya`� DECORATIVE LIGHT INV INVERT PVC POLYVINYL, CHLORIDE •- w w POST IP IRON PIPE PSL PORT SAINT LUCIE, RISER BOX UNKNOWN RISER 30X (D) DEEDFLORIDA D ®: DEED BOOK IR IRON ROD PLS PROFESSIONAL LAND @ UNKNOWN TYPE > < w in W 0 DIAMETER (DIA.) IR/C IRON ROD AND CAP SURVEYOR MANHOLE - IRRIGATION CONTROL R RADIUS VCP VITRIFIED CLAY PIPE m ow @Q DRAINAGE MANHOLE' VALVE RGE RANGE - WM WATER METER E AIP DUCTILE PIPE L LENGTH RTK' REAL TIME KINEMATIC a WATER SERVICE METER IRON LIGHT POST RWV RBI RECLAIMED WATER (WM) N E EOW EAST/EASTING EDGE OF WATER • MAG/D NAIL NAIL MAG BRAND VALVE REGISTERED LAND VIM WATER VALVE (Wu) N = E90 ELECTRIC BOX RLS SURVEYOR W . WEST ELECTRIC HAND HOLE ®. MAILBOX. RCP REINFORCED CONCRETE PIPE WF WOOD FENCE U w z � P (EHH) M.C, MARTIN COUNTY R/W RIGHT-OF-WAY ,1,__,w WOOD POLE STREET LIGHT ti EM® ELECTRIC METER MHWL MEAN HIGH WATERLINE R/C ROD AND CAP i-'T` z M-EG'L ELECTRICAL PANEL. PANEL MLWL MEAN LOWER WATER. �. SANITARY MANHOLE. co. WOOD POWER POLE LINE EL./ELEV. ELEVATION METAL LIGHT POST ' own �O NtlF xc, 29, x2 �O• ROBERT E, TEAGUE JR, INC. P.I. 3228-111--0001-000-7 O.R.B. 0451, PAGE 2958 (VACANT) xl j' xl%', xl%" L 0 T 1 SERENITY AT THE PRESERVE PLAT BOOK 91, PAGE 3 5,26 ACRES 823.87' / � , n n n K , r\ `, o• x2 O• x? O- X2�O xr',i •Q. x;�t0` Xa`�1, X221 x xlz X`2 N89°31'15"E 1516.00' L. 0 T 2 SERENITY AT THE PRESERVE PLAT BOOK 91, PAGE 3 (VACANT) X,, 9, x�.a ., GRAPHIC SCALE ( iN FEET ) 1 inch = 60 ft.. FND 4" DIAMETER CM (PRM L68098) x ; xa I r;sr. BARB -WIRE FENCE 0.4' NORTH OF PROPERTY LINE 441.57` N18"09'19"E 35 31 FND 4" DIAMETER CM• (PRM LB8098)_ s' 126729' x2 s J5r ti \ x2O 22 v tej x ' X_�5 07'27" E 62.67' �' 1 25.00' WETLAND BUFFER 1 x .D 20 % h Via? ?? L0 Q N 59,491.26 SQUARE FEET CO/ 1f) Z 0 cy �2 xl'l A I��N��� -09'51'28"W 29 43' ((� Z p 91 SET 5/8" iR&C (LB8098) TITLE COMMITMENT OLD REPUBLIC A14rIANAL TITLE INSURANCE COMPANY COMMITMENT # 1007385 COMMITMENT DATE. JANUARY 78, 2021 AT 17:00 PM SCHEDULE a -/I ITEMS 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHI SUBSEQUENT TO THE COMMITMENT DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. 2. A. GENERAL OR SPECIAL TAXES AND ASSESSMENTS REQUIRED TO BE PAID IN THE YEAR 2020 AND SUBSEQUENT YEARS, AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. B. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT RECORDED IN THE PUBLIC RECORDS. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. C. ANY ENCROACHMENT A N ENCUMBRANCE, VIOLATION, VARIATION. OR ADVERSE CIRCUMSTANCE THAT WOULD BE DISCLOSED BY AN INSPECTION. OR N ACCURA AND COMPLETE LAND SURVEY OF THE LAND AND INSPECTION OF THE LAND. SHOWN ON SURVEY. D. EASEMENTS OR CLAIMS OF EASEMENTS NOT RECORDED IN THE PUBLIC RECORDS. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER, ANY LIEN OR RIGHT TO A LIEN, FOR A I T PU IC RECORDS. E L R LABOR OR MATERIAL FURNISHED, IMPOSED BY LAW AND NOT RECORDED IN HE PUBLIC RE ftD AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER, c 3. ANY OWNER'S' POLICY ISSUED PURSUANT HERETO WILL CONTAIN UNDER SCHEDULE B THE FOLLOWING EXCEPTION: ANY ADVERSE OWNERSHIP CLAIM BY T STATE OF FLORIDA BY RIGHT OF SOVEREIGNTY TO ANY PORTION OF THE LAND INSURED HEREUNDER, 'INCLUDING SUBMERGED, FILLED AND ARTIFICIAL EXPOSED LANDS, AND LANDS ACCRETED TO SUCH LANDS. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. 4, ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CHAPTER 159 F.S. IN FAVOR OF ANY CITY TOWN VILLAGE OR PORT AUTHORITY FOR UNPAID SERVI CHARGES FOR SERVICES BY ANY WATER SYSTEMS, SEWER SYSTEMS OR GAS SYSTEMS SERVING THE LAND DESCRIBED HEREIN; AND ANY LIEN FOR WAS FEES IN FAVOR OF ANY COUNTY OR MUNICIPALITY. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER. 5, ALL MATTERS CONTAINED ON THE PLAT OF SERENITY AT THE PRESERVE, AS RECORDED iN PLAT BOOK 91, PAGE 3, PUBLIC RECORDS OF SAINT LUC COUNTY, FLORIDA. SHOWN ON SURVEY, 6. RIGHTS OF THE LESSEES UNDER UNRECORDED LEASES. AFFECTS SUBJECT PROPERTY; NOT A SURVEY MATTER, CERTIFICATIONS: • LESLEY TZIMENATOS • MIDFLORIDA CREDIT UNION, ISAOA, ATIMA • EVERGREEN TITLE CORP. 5 21 40 E O:R.B. 4490, PAGE 1468. o" w q I U o 311. 8' o', 1 1, 42' —I Z 10 x� CJ ra°o °t xc{a O �� 2 / $ (6 FND 5/8°° IR&C N Z x ix<a0 ' S 0 W (L88098) M Tos \ F TOS xrF a O x/L� I x C x 20x2v.Q ~� ���• xl�°E o jx roe (3 SURVEYORS NOTES AND REPO,FiT: 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT DE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC, IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS. MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. THE LAST DATE OF FIELD WORK WAS FEBRUARY 04, 2021. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY: THIS OFFICE. MATTERS OF RECORDS SHOWN HEREON HAVE NG BEEN REFERENCED FROM A TITLE COMMITMENT PREPARED B'.' OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, OR COMMITMENT NUMBER 100.384, EFFECTIVE COMMITMENT DATE: JANUARY 18, 2021 AT 11:00 PM. 4. PARCELS CONTAIN A TOTAL OF 5.26 ACRES, MORE OR LESS. 5. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 F.AC.); IS "RURAL." THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 5,000 FEET. THIS SURVEY EXCEEDS THE REQUIRED DISTANCE ACCURACY. 6, THIS BOUNDARY SURVEY HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE BOUNDARY SYSTEM -EAST ZONE, NAD 83 (1990). 7. SUB -SURFACE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, WERE NOT LOCATED AS PART OF THIS SURVEY, 8, REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED, TE 9. BEARINGS SHOWN HERON ARE BASED UPON THE EAST RIGHT-OF-WAY LINE OF CARLTON ROAD PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 10.IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION', OF THE IMPROVEMENTS, OVER. THE S)ALED POSITIONS. 11. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING, IF ANY, SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 12, THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR. DEVELOPED BY THE UNDERSIGNED SURVEYOR HE Y R IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 13, THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVEY APPEARS TO BE SITUATE IN AN AREA OF MINIMAL FLOOD LY HAZARD AT THIS TIME PURSUANT TO F.E.WA. FIRM NUMBER '2111CO250J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. FOR APPROXIMATE DELINEATION OF THE FLOOD ZONE_ LIMITS, REFER TO AFOREMENTIONED FIRM PANELS. 14. THE TITLE COMMITMENT REFERENCED HEREON HAS A TYPO IN MULTIPLE INSTANCES. THE TYPO READS "-SERENTY AT CE THE PRESERVE" INSTEAD OF "SERENITY AT THE PRESERVE." THE PLAT BOOK AND PAGE DESIGNATIONS CONFIRM THAT TE THE PLAT IS CALLED "SERENITY AT THE PRESERVE." AND ALL REFERENCES TO SAID PLAT HEREON REFLECT THE CORRECT PLAT NAME. IE LEGAL DESCRIPTION: LOT 1, SERENITY AT THE PRESERVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 91, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING. 5.26 ACRES, MORE OR LESS. FLORIDA REGISTRATION #5556 t SURVEYOR AND APP`J 52LyC;fih. 21-137 9