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Home My WebLink AboutProject InformationBuildin Analysis Job: 269A - + wrightsoft� g y Date: 06118/2021 Entire House By: BORKOSKY RON HAUPT License: CAC058534 nae-ject intormation For. 269A- FP260056, FOCUS HOMES v 8407 DELANDAVE, PORT ST. LUCIE, FL 34951 Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Indoor temperature (°F) 70 75 Elevation: 26 ft Design TD (°F) 29 15 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 2.4 56.9 Dry bulb (°F) 41 90 Infiltration: Daily range°F) - 15 ( L ) Method Simplified Wetbulb (° ) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/ft2 Btuh % of load Walls 3.1 6907 23.3 Glazing 13.6 3353 11.3 Doors 11.3 204 0.7 Ceilings 0.9 1723 5.8 Floors 2.8 8815 29.7 Infiltration 1.5 3803 12.8 Ducts 4854 16.4 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Total 1 1 29659 100.0 Component Btuh/ftz Btuh %of load Walls 2.2 5005 19.4 Glazing 31.4 7713 29.8 Doors 11.4 206 0.8 Ceilings 1.4 2543 9.8 Floors 0.2 561 2.2 Infiltration 0.4 1.010 3.9 Ducts 4409 17.1 Ventilation 0 0 Internal gains 4400 17.0 Blower 0 0 Adjustments 0 Total 25847 100.0 Latent Cooling Load =4616 Btuh Overall U-value = 0.098 Btuh/f 2F • WARNING: suspicious slab -on -grade floor perimeter in NOOK Glazing of c Glazin wrightsoft' 2021-Jui-1809:56:19 ' �•.� �•� Rigft-SUte® Universal 201919.0.15 RSUG6033 Page 1 "MA._effm'ree"DesktopWanJ-PSL1269A-26073082.np Calc=MJB Front000rraces: N Pro ect Summary Job: 269A . -F�- wrightsol ry Date: 06118/261 ' _; ; , ' 'Y 4, t q; Entire House By- BORKOSKY RON HAUPT License: CAC058534 r -Prooect Information For: 269A FP260056, FOCUS HOMES 8407 DELANDAUE, PORT ST. LUCIE, FL 34951 Notes: Desicin Information Weather: St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24805 Btuh Structure 21438 Btuh Ducts 4854 Btuh Ducts 4409 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping. 0 Btuh Equipment load 29650 Btuh Use manufacturer's data n Rate/swingg multipplier 0.95 Infiltration Equipment sensible load 24658 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3506 Btuh Ducts 1111 Btuh Central vent (0 cfm) 0 Btuh Heat' Coolingg (none) Area (ftZ) 2651 2657 Equipment latent load 4616 Btuh Molume (ft') 22374 22374 Airchangges/hour 0.32 0.16 EquipmentTotal Load (Sen+Lat) 29275 Btuh Equiv AUF (cfm) 119 60 Req. total capacity at 0.73 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make, GRANDAIRE Make GRANDAIRE Trade HEAT PUMP Trade HEAT PUMP Model WCH6364GKB Cond WCH6364GKB AHRI ref 202476936 Coil WAXL364A AHRI ref 202476936 Efficiency 8.5 HSPF Efficiency 12.5 EER, 16 SEER Heating input Sensible cooling 25089 Btuh Heating output 0 Btuh @ 47°F Latent cooling 9280 Btuh Temperature rise 0 OF Total cooling 34369 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Air flow. factor 0.040 cfm/Btuh Airflowfactor 0.046 cfmBtuh Static pressure 0.50 in H2O Staticpressure 0.50 in H2O Space thermostat. Load sensible heat ratio 0.85 Capacity balance point= 65 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh, 100AFUE Bold�dallc values ly have been rnanuaoverridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF.tsoft` 2021-Jur1809:56:20 .�......, .ww_ Rigk•Sute®uriversal20l9l9.0.15RSUD6033 Page _ �.slmmonse%DesktopWanJ-PSL1269A-26073082.nq Caic=W8 FrortDoorfaces: N . Duct System SJob: 269A -F - wrightsofta y Summary Date: 06/18/2021 Entire House By: BORKOSKY RON HAUPT License: CAC058534 Project• • For. 269A- FP260056, FOCUS HOMES 8407 DELANDAVE, PORT ST. LUCID FL 34951 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.50 in H2O Supply / return available pressure 0.400 / 0.100 in H2O 0,400 / 0.100 in H2O Lowest friction rate 0.400 in/100ft 0.400 in/100ft Actual airflow 1200 cfm 1200 cfm Total effective length (TEL) 125 ft Supply• Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mat] Actual Ln (ft) Ftg.Egv Ln (ft) Thank BOR#4 c 3296 106 153 OAOO 7.0 Ox0 MR 100.0 0 st1 BOR#3 h 2422 98 78 0.400 6.0 Ox0 MR 100.0 0 st1 MASTERTOILET c 77 2 4 0.400 4.0 Ox 0 VIFx 100.0 0 stl BDR#2 h 1808 73 67 0.400 5.0 Ox0 MR 100.0 0 stl WIC h 906 37 30 0.400 4.0 Ox0 VIFx 100.0 0 stl LOFT c 3725 161 173 0.400 7.0 Ox0 VIFx 100.0 0 st1 KrrCHEN h 3853 156 120 0.400 7.0 Ox 0 MR 100.0 0 stl BATH#2 c 96 3 4 OAOO 4.0 OxO MR 100.0 0 stl GREAT h 5505 22.3 209 0.400 8.0 Ox 0 VIFx 100.0 0 stl MASTER BATH c 1190 32 55 0.400 5.0 Ox0 MR 100.0 0 stl NOOK h 3200 129 66 0.400 6.0 Ox0 MR 100.0 0 stl MASTERBDR c 3346 91 155 0.400 7.0 Ox0 VIFx 100.0 0 stl POWDWER c 125 6 6 0.400 4.0 Ox0 VIFx 100.0 0 stl FLEX h 2080 84 79 0.400 5.0 Ox 0 VIFx 100.0 0 stl Name Trunk Type Htg (dim) Clg (dim) Design FIR Veloc (fpm) Diam (in) H x W (in) Duct Material. Trunk st1 PeakAVF 1200 1200 0.400 859 16.0 0 x 0 VinIFIX Boldlitalic values have been manually overridden wrightsoft° 2021-Ju}18 09:66:20 �.�,.t• �. �:.�u.,.A Rigft-Sute®Uriveml201919.0.15 RSU06033 Page 1 'I'M...simmoreeDesklopWanJ-PSL1269A-26073082fW Calc=MJB FrortDoorfaces: N Return Branch Mail Table Name Grille Size (in) Htg (drn) Clg (ch) TEL M Design FR Meloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mat! Trunk rb1 Ox0 1200 1200 25.0 0.400 679 18.0 Ox 0 VIFx t - wrightsoft° 2021-An-1809:56:20 .• �,•, e.„ �. o. Right-SL te®Uriversal 201919.0.15 RSU06033 Page t simmormeVesktopWlanJ-PSL1269A-26073082.rup Calc=MJ8 FrorlDoorfkes: N 269A FIRST FLOOR RH He 0 MOM KM@ri' Q REVISED 6/1/2020 27-1P 7-Ir 1 5-0' 14'•6' 1r.v rvxvrmxt 11W I 0�• I PATIOSLAS i n•--� 0 ------ �(D $� WSW tDt®rr I `�' I'M07W T_.w.. ZMBF iv iv P Y6 I ......... 10g`' 2L s GREAT ROOM I DINING 9141CLO. HT. r_r CL0. HT. -1 a m u 6 76.CFM' .- 11 1TCFM� I ........... 1 T-6' CL 11T. 10X6 0r M1■w0ow. I Ux6 I, $ �, 235`GFIVI] I OPT.OPEN RAIL z I I 1 1 X6 „ 1 > 1 j IBj qeF ' m Ul L .y Sff z ;12:CFAA' cV _ # Po 411 lr.WCL .KT. gall 2-CAR GARAGE 7 1 p(t 12X8 1 N TYP. FLEX b I 1•UNI0:I}VN I Y ALL, 1 Y B8'CL0. HT. SEEN&O ONE EC. PLAN - vr--------------------------- B' 'CLO.HT I Q L OO�SC �J =Q I 4 I SO-0 O�GE B EN YiT I JAMBS 10070OV�EADDOOR I ram-------------------------- ------------------------ — uex O I tex®rr 6'•6" 2'-B" T•6' T-S' 16'•0" T-6" 15'•4' S4' 21' 4" CUBIC VOLUME: 22262 CU. U 4a-0" Ronald K. Haupt Maronda Homes LLC of FL �B.pt LICENSE#CAC056534 7d17£ [a u a o• °OND. .,L=MH tuna. SEQUOIA SECOND FLOOR RH a n 3lmSH ONCR@M4' EGRESS REVISED 6/1/2020 �. I SIIVAER I b . In i Fn BEDROOM I b I 64 CFM 33 MASTER BEDROOM +owsx as cLc.Htr �' �i ti b_ I 8'-0"GLO.Hr. roR®1aT X ,169 o - M.B 9,'CF Ir• rcm rr I F t Ht _ _ _ .—HPff•1? I 8'd" ROOFO.T. (a G G 1 t65 CFM X 6u' I r L 7-3- S -0k, 3' T 4. 1. WMBF 1 1 at 8X4 Nr 24x8 99 i 24x4 "'� 24x18 47►y1FWALL BPi+4CFM rdt:w000uw. OHI 1 v 00 - 2`-6}" oPr.oreHaa�• 5`•6" a-aaa.trr. �soiw asawe+� &A B� r-n I. 24x4 24x4 ws • Hr. LOFT Ir4r CLG. HT. 1OX6 ' n148'CFM 3 "aqi t �t� iGT. 10X6.____ROOFG.T.^__-T_YP.� _.--!•'SC a 128'CFM I q 17-0�" tr•a" 14" BEDROOM 4 I N i s-0'CLG.HT. 1;' BEDROOM t i � ' a•3aa. Hr. � I I 1 t I FIML@T-0d71' MRM H1 � ! 1 RONALD K HAUPT MARONDA HOMES LLC OF FL LICENSE #CACOS$534 1 9bU91 juwbll Ht t IH @� '4d• t IHUR.@Tfi3r PM 10'•8" wrightsoft° Buildin Analysis Job: 269A -1- 9 y Date: 06/18/2021 Entire House By: BORKOSKY RON HAUPT License: CAGO58534 Proilect Information For. 269A- FP260056, FOCUS HOMES 8407 DELANDAVE, PORT ST. LUCII, FL 34951 Design Conditions Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Elevation: 26 ft Indoor temperature (°F) Design TD (°F) 70 29 75 15 Latitude: 280N Outdoor. Heating Cooling Relative humidity (%) Moisture difference (gr/lb) 30 2.4 50 56.9 Dry bulb (°F) 41 Daily range °F) - Wetbulb (° ) - Wind speed (mph) 15.0 90 15 ( L 77 7.5 Infiltration: ) Method Construction quality Fireplaces Simplified Average 0 Component Btuh/ftz Btuh % of load Walls 3.1 6907 23.3 Glazing 13.6 3353 11.3 Doors 11.3 204 0*7 Ceilings 0.9 1723 5.8 Floors 2.8 8815 29.7 Infiltration 1.5 3803 12.8 Ducts 4854 16.4 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Total 1 1 29659 100.0 Component Btuh/fF Btuh % of load Walls 2.2 5005 19.4 Glazing 31.4 7713 29.8 Doors 11.4 206 '0.8 Ceilings 1.4 2543 9.8 Floors 0.2 561 2.2 Infilteation 0.4 1010 3.9 Ducts 4409 17.1 Mentilation 0 0 Internal gains 4400 17.0 Blower 0 0 Adjustments 0 Total 25847 100.0 Latent Cooling Load =4616 Btuh Overall U-value = 0.098 Btuh/ft2-OF WARNING: suspicious slab -on -grade floor perimeter in NOOK. Glazing C Glazin -Fk =i2!t tsoft` 2021-Ju►1809:56:19 +- •�•z Rigft-Sute@Universal 2019 19.0.15 RSU06033 Page 1 G�.smmonseVesktopWanJ-PSL1269A-26073082.rp Calc=MJ8 Front Door faces: N STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New .APPLICANT: (Focus Homes LLC of Florida) PROPERTY ADDRESS: 8407 Deland Ave Fort Pierce. FL 34951 'LOT: 26 BLOCK: 56 SUBDIVISION: Lakewood Park PROPERTY ID #: 1301-605-0404-000-6 PERMIT #:56-SF-2372969 APPLICATION # : AP 1732449 DATE PAID: FEE PAID:. RECEIPT #: DOCUMENT #: PR1675184 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 500 ] GALLONS / GPD AA500. AA800. or AS500L ATU CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 300 ] GALLONS DOSING TANK CAPACITY [67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 500 ] SQUARE FEET Netafim(08WRAM.9-12500 SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: CL of Road @ East PL, I ELEVATION OF PROPOSED SYSTEM SITE [ 0.00 ][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 11.001[ INCHES FT'][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D i 0 T H - E R REQUIRED: [2y.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of gpd. Performing Lift Dosing. Install all components consistent with engineer design. 2 year ME contract, ATU operating permit, and written notice of ATU required for final approval. SPECIFICATIONS BY: Brian Dav' TITLE: Master Septic Tank Contractor APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J 166ram • DATE ISSUED: 10/21/2021 V EXPIRATION DATE: 04/21/2023 -DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AR1732449 SE1597734 NO OBSTRUCTIONS VACANT < 75 FEET NO OBSTRUCTCNS 75 FEET LEE BOULEVARD X < K'pyp 207ASPHALT1 ROAD" Y APPROVED SYSTEM EQUIPMENT �>rj VACANT APPROVED TRASH TANKS FOR ACOAAIPE AA500, AASCO k AS5CO SYSTEMS. NO OBSIRUCTONS t 75 FEET 1. INFILTRATOR 515w 2. ROW MULTITANK MOOD. FMT-500 )K ]. IS 0 SEP1LYI 1C TANK 4SOID]RB G14 KOp I. SEBRINc SOFDC TANK 75(110 NB GT3 CK 6. SEBRING SEPTIC TAM I SSODM_1NBB GAT] 7. NORWWSCO ]GD LOW PROFILE APPROVED TRASH TANKS FOR ECOPCO ESO. Q p N i 1. INFILTRATOR W540 S0'001001E 134.78' ROW 1JIILTITANK MODEL RMT-500 IS.. SEE SEPTIC TANK ANK 9 OLDSL3N9 GTJ Xf9 S SEEPING SEPTIC TNix 1050JOUL 1B CAT] DRAINFIELD: SPECIFICATIONS p m f� PROPOSED WATE LINE I '� p 0 °o 6' APPROVED PUMP TANKS FOR AWMWE MSCO, M800. A5500 AND F. .p 9 ECOPOO E-50 SYSTEMS. GRAINFIELDSIZE6005Q. FT. 9.0, 75,0' µELL I OCCUPIED 1. INFILTRATOR NNO AEQD- . FT. UNOBSTRUCTEDAREA PROVIDED=750SO. FT. PROPOSED AR I SEPTIC SHOWN M LTI ANK 2. ROW YUSEP C MODEL OUD3RL0 ]. SEBRNG SEPDC TANK ♦5OIDORLM GT4 2DRIP LINES PROVIDED 14 FT., FT. ® I POTABLE WELL NO WELL < 75 FEET 4. SEBRWD SEPTIC TANK 75aDMLYNB Ch" S. SEBIONC S➢RC TANK BOGD]R1Y18 G1J 2 LINES ®19 FT., 2 LINES ® 22 FT., 2 LINES (0 25 Fr. 6. SEBRING SEPTIC TANK 105aD]RLNIB CATJ AND2 LINES ®29 FT. 7. NCRKER9 ]oO LOW PROFILE DRIP LINES TO HAVE GREATER THAN 24•SEPERATIQIf, I (7 d GENERAL NOTES ONE EM RTER I2.O.C. X 2 SFIEMITTER=SOD BF DO 00 GRAINFIELD PROVIDED �D N �^ r71 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ry I 'MES O 2. A➢JOINERS SHOWN HAVE NOT BEEN SURVEYED. LEGAL DESCRIPTION- Opp W TU INV. - 19.2 ,ay 3. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL 4. LANDS SHOWN HEREON WERE NUT ABSTRACTED FOR O LOT 2B, BLOCK 56, LAKEWOOD PARK, UNIT O NO. 5, ACCORDING TO THE MAP '^- AlnK(Y o O C O N RIGHT OF WAY AND/OR EASEMENTS OF RECORD. 5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 11. TY1 70.4' q y ',� KF LOCATIONS AND SHOULD BE FIELD VERIFIED BY PACE(S) 5, OF THE PUBLIC RECORDS OF 10,0 39�, 25.0' FIT y P tij ;d C�F CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UMDERGROUN➢ UTILITIES OR FOOTERS HAVE NOT BEEN ST. LUCIE COUNTY. FLORIDA. I y ST1 LOCATED. Z CI G HEARINGS AND DISTANCES SFIDVN F✓EREON K2i m PROPOSED iA ��' SUBSTANTIALLY AGREE WITH THE PLAT UNLESS o� DRIVEWAY•n< OTHERWISE NOTED. THE BEARING SYSTEM SHOWN HEREON IS BASED ON THE LINE INDICATED BASED ON ^1 PROPOSED RESIDENCE / A RECORD. LOT 26 C BLOCK 56 10.0' a 8407 DELAND AVENU� 4,0' 7. INFORMATION OBTAINED FROM PLAT OR DEED. B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL I FFE = 22.80' W Y K� oY xC7 o �o 6RCUN➢ DISTANCES AND ARE REFERENCED TO U.S. EXISTING TIP. EMITTER LINES (2 O 14'. 2 O 16'. 2 O / In NT STANDARD MEASURE (U.S. SURVEY FEET). 9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DD NOT SYSTEM �\ 19., 2 O 22', 2 O 25' ' NO 2 O 29') > 24% 4.0' / fU FU MES REPRESENT THE FINAL DESIGN UNLESS APPROVED BY THE GOVERNING MUNICIPALITIES. r7l I SEPERATION NETAFlM yOBWRAM.9-12500 GP NYZENE FREE' MdDEL �, / b INV'- 19.1 10. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE PROPOSED , i jj -''�- O MAP NUMBER 121NC0070 J, DATED 8-16-2012, THE ABOVE DESCRI➢ED PROPERTY LIES IN ZONE K AC PAD 39. 1- 1 7 11 THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW fU I o 5 ARROWS 1F SHOWN HEREON WERE PROVIDED BY THE CLIENT. TO➢D N. SMITH, PE, INC. TAKES NO fU J RESPONSIBILITY FOR THEIR CORRECTNESS. THE LOT 1 C3 AEROBIC TREATMENT YSTEM D - 500 PROPOSED ELEVATIONS ARE SHOWN ONLY FUR THE CONVENIENCE OF IN THE PERMITTING BLOCK 56 SEE THIS DRAWING F I APPR VEIL � / PROPOSED WITH 750 SF OPEN IP DRAIN REA ELO THE CLIENT PROCESS THROUGH IKE LOCAL GOVERNING OCCUPIED SYSTEM, TRASH AND LIMP T HKS 12.0 () EFFLUENT PLUME EA MUNICIPALITIES. FFE = 21.49 ,�� 12. SUB TO HATCH HOUSE LOT SO➢DING (BAHIA, FLORATAM OR ST. AUGUSTINE). i 'TICUPIED SHOWN NO WELL < 75 FEET F50H ifl St Lucie County - _ I CERTIFICATION: _ Environmental Health GRO I NOWATER FLOW I • OCCUPIED SEPTIC SHOWN I HEREBY CERTIFY THAT THE ENGINEERING FEATURES OF THIS AEROBIC TREATMENT SYSTEM HAVE BEEN DEIS GNED OR Site Plan Approved for Construction WELL t 75 NO WFEET SPECIFIED BY MEMO CONFORM TO ENGINEERING PRINCIPLES INI APPLICABLE TO SUCH PROJECTS. MY PROFESSIONAL 3�\ supersedes AII'Previous Site Plans for AIR RELIEF VALVES W JUDGEMENT. THIS SYSTEM, WHEN PROPERLY CONSTRUCTED. OPERATED AND ryHyyqq�W�ILACHIEVETHE ESTABLISHED r� OSTDS#XrSF�33796 &Wel19�595 PERFORMANGR.��e, AOMIfyIMPLYVMTHALLAPPLIGBLE x�A)p STATDT€$YIFTNJFgnFLO-H�ANDTHE RULES OFTHE DEPA1� E 2 Qlg,a e; 7J o 134,78' O y CYp�Y K04"P �pJ� LOT BLOCK 56 iteVleW r: TYP. OCCUPIED 1" DISCHARGE LINE FROM HEADWORKS IN PUMP TANK z /Zg �/� U FFE 22.17 LOT VACANT TYP. 1" RECIRCULATION LINE BACK TO &Z TabD N. Mlyj EXISTING BLOCK 56 VACANT NO 0.%RUC710N5 <75 FEET HEADWORKS IN PUMP TANK (13.25 GPM RECIRCULATION RATE) FEENGIIEERSUC 20� pV� SYSTEM SEPTIC SYSTEM N5iVALAMTMOUT�^��(o"TGNAjQRp� IZ SEAL OFA FLORIDA U EffGINE�`' �v: FOCUS HOMES TODD N. SMITH, PE, INC. LEGEND CONC CONCRETE PED POINT OF CMPa CURW A=P ASPHALT COATED COR GATED METAL PPE """' SCALE 1" = 20' 8407 DELAND AVENUE ch cDDERUNE P1 PONT OF INTERSECTION NOW NATIONAL GEODETIC VERTICAL DATUM OF 1929 " FT. PIERCE, FLORIDA 32951 1717 I N D I AN RIVER BOULEVARD PIT PLAT zoo INDC ATES RECCORD DEIEVADON %dwAE "vu00.BUc oRaWA ;o''A�� fib1T1� DESIGNED BY: INS REVISIONS BY DATE SUITE 302 EDGE OF PAVEMETNT ORB �O"L RECORD Boat PC PACE Vnu°Bi¢`A"s k E EASTYO Pla1CA70 SURFACE WAIFJE FLOW im INDICATES PROPOSED GRADE MCA MAIL OR NAIL AND DISK PLS PROF OVAL CARD SURVEYOR T to uwNsm B115OFESS L fENCW OF ARC DRAWN BY: JMS VERO BEACH, FL. 32960 Re, PoNEROFPOLE Y -« OVERMEA NRES WF WAF MOOD FENCE�LE RELY RECISTEREEI.IWAMOND(VERTMLAND LL CONTROL) WOVE WIRE FEN I BSL SLUNG SETBACK LINE PINT PAVRVEYOR , EMENT R RADIUS OF CURVE ENG. PROJECT#21097 Ph. (772) 559-3699 O CORNER MANOR RECT EKED CORNER YARXER SET P� PDRNANENTCONIROL POINT " 55 WATER METER POC POINT OF CagKENCELFENT SANTARY SEWcTF FOR PONT OF BEGNNNG OIWTY BOX BM EIMCM MARKTOMNSNV RCE RANGE SEC. SECTION DATE: AUGUST 2021 tnspe@bellsouth.net PC PONT OF CURVE OB S/W SDEWALK CB CONCRETE BLOCK LW ONNENt CONCRETE COV COVERED PONT OFRRmm FF NC�CD�ESEPRC iDMAIL ADI PAGEIOFI Ol 8 :ATIONS SO. FT. 0.0' = 7SO SO. FT. DED = 750 s4. FT. PROPOSED — FT., 2 LINES @ 16 FT., I POTABLE WELL 2 FT., 2 LINES @ 25 FT. KTHAN 24" SEPERATI01, I ?MITTER = 500 SF 00 (.J IIU OD PARK, UNIT CD MAP OR PLAT a PLAT BOOK 11, M 70.4'— RECORDS OF �O V LOT 26 I BLOCK 56 C \ \ I ti_ 0 Ui PROPOSED WELL n \o aZ rri PROPOSED RESIDENCE 10.0' 0 8407 DELAND AVENUE/ j v FFE = 22.80'\1 /� r TYP. EMITTER LINES (2 0 14', 2 0 16', 2 0 M Ck 19', 2 0 22', 2 0 25' NO 2 0 29') > 24,' SEPERATION NETAFIM NYZENE FREE M6DEL 4 #08WRAM.9-12500 GP PROPOSED AC PAD 39,31 . n) N ryti to p I AEROBIC TREATMENTfUMP YSTEM SEE THIS DRAWING FAPPR VED SYSTEM, TRASH AND T NKS \I FD1 tta St. -Lucie County Environmental Health GROUNDWATER FLOW---' sSite Plan Approved for Construction upersedes All Previous Site Plans for AIR RELIEF VALVES— OSTDS 5�- A & Well- # 3q �STz )T 2 °r a e; 2a e A 134.78' CK 56teview. r, :UPIED = 22.17 LOT VACANT NO OBSTRUCTIONS STEM BLOCK VACANT 6 < 75 FEET / PROPOSED DRIVEWAY US HOMES ELAND AVENUE TODD N. SMITH, PE, INC. LEGEND CONC CONCRETE E, FLORIDA 32951 1717 INDIAN RIVER BOULEVARD PB PB CENTERLINE PLAT BOOK 6Y DATE SUITE 302 EDP PCC EDGE OF PAVEMENT OFFICIAL RECORD BOOK r Z n r VE R 0 R F A l, H_ f l )/ Q Cl n R� -OH- F WAY POWER RIGHT OPOLE OVERHEAD WIRES OCCUPIE SEPTIC SH NO WELL < 7 00 �0 W MES IU INV• = 19.2 CD fTol R) MES / o INV 19.1 WITH 750 O00 SF FOPEN PLUME A OCCUPIEI SEPTIC SH( NO WELL < 7; xj *�o k F ,gyp �4 —TYP. 1" DISCHARGE LINE FROM HEADWORKS IN PUMP TANK TYP. 1" RECIRCULATION LINE BACK TO HEADWORKS IN PUMP TANK (13.25 GPM RECIRCULATION RATE) PCC POINT OF COMPOUND CURVE ACCMP ASPHALT COATED CORRUG PI POINT OF INTERSECTION NGVD NATIONAL GEODETIC VERTIt (—) INDICATES RECORD DATA NAVD NORTH AMERICAN VERTICA x0.0 INDICATES GROUND ELEVATION PU&DE PUBLIC UTILITIES & DRAIN, INDICATES SURFACE WATER FLOW -MM INDICATES PROPOSED GRAI INDICATES NAIL OR NAIL AND DISK PLS PROFESSIONAL LAND SURV CLF CHAIN UNK FENCE RLS REGISTERED LAND SURVEY WF WOOD FENCE EL ELEVATION (VERTICAL CON WWF WOVE WIRE FENCE RG RI III I11NP CF7Aef Y I r