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HomeMy WebLinkAboutEnergy CodeI. FORM R405-2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Brookline Avenue Residence Builder Name: Habitat for Humanity Street: Permit Office - City, State, Zip: ' Ft. Pierce, FL, Permit Number: Owner: Joseph Gianna Jurisdiction: Design Location: FL, ST LUCIE_CO INTL County- St. Lucie(Florida Climate Zone 2) 1. New construction or existing New (From Plans) 10. Wall Types(1320.0 sqft.) Insulation Area 2. Single family or multiple.family Detached a. Concrete Block - Int Instil, Exterior R=5.0 1092.00 ft2 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent R=13.0 228.00 ft2 ft2 c. N/A R= 4. Number of Bedrooms 0 d. N/A R= ft2 5. Is this a worst case? No 11. Ceiling Types(1337.0 sqft.) Insulation Area 6. Conditioned floor area above grade (ft2) A337 a. Under Attic (Vented) R=30.0 1337.00 ft2 ft2 Conditioned floor area below grade (ft2) 0 b. N/A c. N/A R= R= ft2 7. Window sqft.) Description Area 12. Ducts, location & insulation level R ft2 a. U-Factor: Dbl, U=0.66 85.94 ft2 a. a. -Sup: Attic, Ret: Attic, AH: Garage 6 235 SHGC: SHGC=0.25 b. b. U-Factor: N/A ft2 C. SHGC: 13. Cooling Systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 27.6 SEER:16.00 SHGC: Area Weighted Average Overhang Depth: 1.500 ft Area Weighted Average SHGC: 0.250 14. Heating Systems kBtu/hr Efficiency 8. Skylights Description Area a. Electric Strip Heat 27.3 COP:1.00 U-Factor:(AVG) N/A N/A ft2 SHGC(AVG): N/A 9. Floor Types Insulation Area 15. Hot Water Systems a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R= 0.0 1334.80 ft2 EF: 0.950 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 16. Credits CF, CV Glass/Floor Area:0.064 Total Proposed -Modified Loads: 34.02 PASS Total Baseline Loads: 33.97 I hereby certify that the plans and specifications covered by this Review of the plans and -vYIE STq calculation are in compliance with the Florida Energy specifications covered by this pF Code. calculation indicates compliance �~' %,,,;. =,,s �o•�� with the Florida Energy Code.r0 PREPARED BY: Before construction is completed August 2021 this building will be inspected for A DATE: , compliance with Section 553.908 I hereby certify that this building, designed, is in Florida Statutes. It as compliance with the Florida. Energy CX� OWNER/AGEN1 BUILDING OFFICIAL: DATE: ' 14/-1,% DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance with a proposed duct leakage Qn requires a PERFORMANCE Duct Leakage Test Report confirMing duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0,000 Qn for whole house. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires a PERFORMANCE envelope leakage test report with envelope leakage no greater than 7.00 ACH60 02A.1.2). f Ito co_ . 8/9/2021 12:23:14 PM EnergyGauge® USA 7.0.00 - RaRes2020 FBC 7th Edition (2020) ComplianiSoftware Page 1 .L/ FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Brookline Avenue Residence Address type: Street Address Building Type: User Bedrooms: 0 Lot #: - Owner: Joseph Gianna Conditioned Area: 1337 Block/SubDivision: - Total Stories: 1 PlatBook: - Builder Name: Habitat for Humanity Worst Case: No Street: Permit Office: Rotate Angle: 0 County: St. Lucie Jurisdiction: Cross Ventilation: Yes City, State, Zip: Ft. Pierce, Family Type: Detached Whole House Fan: No FL, New/Existing: New (From Plans) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range _ FL, ST LUCIE_CO_INTL FL VERO_BEACH_MUNICIPA 39 90 70 75 299 58 Medium BLOCKS Number Name Area Volume 1 Entire House 1337 10696 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated _ 1 Bed 2 197 1576 No 1 Yes Yes Yes -2 clst 2 21 168 No 0 Yes Yes Yes -3 Bath 2 117 936 No 0 Yes Yes Yes _ 4 Bed 3 191 1524 No 1 Yes Yes Yes _ 5 clst 3 18 140 No 0 Yes Yes Yes _ 6 Kit Din LR 497 3976 No 0 Yes Yes Yes _ 7 pnty 21 170 No 0 Yes Yes Yes _ 8 Bed 175 1400 No 2 Yes Yes Yes _ 9 clst 1 18 140 No 0 Yes Yes Yes 10 Bath 1 82 652 No 0 Yes Yes Yes FLOORS (Total Exposed Area = 1335 sq.ft.) # Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet _ 1 Slab -On -Grade Edge Ins Bed 2 33 196.5 ft 0.710 - 1.00 0.00 0.00 -2 Slab -On -Grade Edge Ins clst 2 3 21 ft 0.710 - 1.00 0.00 0.00 -3 Slab -On -Grade Edge Ins Bath 2 9 117 ft 0.710 - 1.00 0.00 0.00 _ 4 Slab -On -Grade Edge Ins Bed 3 26.5 190.5 ft 0.710 - 1.00 0.00 0.00 _ 5 Slab -On -Grade Edge Ins clst 3 2.5 17.5 ft 0.710 - 1.00 0.00 0.00 _ 6 Slab -On -Grade Edge Ins Kit Din LR 42 497 ft 0.710 - 1.00 0.00 0.00 _ 7 Slab -On -Grade Edge Ins pnty 2.5 21.3 ft 0.710 - 1.00 0.00 0.00 _ 8 Slab -On -Grade Edge Ins Bed 1 26.5 175 ft 0.710 - 1.00 0.00 0.00 _ 9 Slab -On -Grade Edge Ins clst 1 2.5 17.5 ft 0.710 - 1.00 0.00 0.00 10 Slab -On -Grade Edge Ins Bath 1 17.5 81.5 ft 0.710 - 1.00 0.00 0.00 8/9/2021 12:23:15 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 IAA FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1407 ft2 222 ft2 Medium N 0.9 No 0.9 No 0 , 18.43 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1335 ft2 N N CEILING (Total Exposed Area = 1337 sq.ft.) # Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac. Truss Type _ 1 Under Attic(Vented) Bed 2 30.0 Blown 197.0ft2 0.053 0.10 Wood -2 Under Attic(Vented) clst 2 30.0 Blown 21.0ft2 0.053 0.10 Wood -3 Under Attic(Vented) Bath 2 30.0 Blown 117.0ft2 0.053 0.10 Wood _ 4 Under Attic(Vented) Bed 3 30.0 Blown 191.0ft2 0.053 0.10 Wood _ 5 Under Attic(Vented) clst 3 30.0 Blown 18.0ft2 0.053 0.10 Wood -6 Under Attic(Vented) Kit Din LR 30.0 Blown 497.0ft2 0.053 0.10 Wood _ 7 Under Attic(Vented) pnty 30.0 Blown 21.0ft2 0.053 0.10 Wood _ 8 Under Attic(Vented) Bed 1 30.0 Blown 175.0ft2 0.053 0.10 Wood _ 9 Under Attic(Vented) clst 1 30.0 Blown 18.0ft2 0.053 0.10 Wood 10 Under Attic(Vented) Bath 1 30.0 Blown 82.0ft2 0.053 0.10 Wood WALLS (Total Exposed Area =. 1320 sq.ft.) Cavity Width Height Area U- Sheath Frm. Solar Below VAdjacent # Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value Frac. Absor. Grade _ 1 N Exterior Conc. Blk - Int Ins Bed 2 5.0 13.0 6 8.0 0 108.0 0.132 0 0 0.50 0 % -2 E Exterior Conc. Blk - Int Ins Bed 2 5.0 13.0 6 8.0 0 108.0 0.132 0 0 0.50 0 % -3 W Exterior Conc. Blk - Int Ins Bed 2 5.0 6.0 0 8.0 0 48.0 0.132 0 0 0.50 0 % _ 4 E Exterior Conc. Blk - Int Ins clst 2 5.0 3.0 0 8.0 0 24.0 0.132 0 0 0.50 0 % _ 5 E Exterior Conc. Blk - Int Ins Bath 2 5.0 9.0 0 8.0 0 72.0 0.132 0 0 0.50 0 % -6 E Exterior Conc. Blk - Int Ins Bed 3 5.0 13.0 6 8.0 0 108.0 0.132 0 0 0.50 0 % _ 7 S Exterior Conc. Blk - Int Ins Bed 3 5.0 13.0 0 8.0 0 104.0 0.132 0 0 0.50 0 % _ 8 E Exterior Conc. Blk - Int Ins clst 3 5.0 2.0 6 8.0 0 20.0 0.132 0 0 0.50 0 % _ 9 N Exterior Conc. Blk - Int Ins Kit Din LR 5.0 13.0 6 8.0 0 108.0 0.132 0 0 0.50 0 % _ 10 S Exterior Conc. Blk - Int Ins Kit Din LR 5.0 14.0 0 8.0 0 112.0 0.132 0 0 0.50 0 % _ 11 W Garage Frame - Wood Kit Din LR 13.0 14.0 6 8.0 0 116.0 0.095 0 0.25 0.50 0 % _ 12 S Exterior Conc. Blk - Int Ins pnty 5.0 2.0 6 8.0 0 20.0 0.132 0 0 0.50 0 % _ 13 W Exterior Conc. Blk - Int Ins Bed 1 5.0 12.0 6 8.0 0 100.0 0.132 0 0 0.50 0 % _ 14 N Garage Frame - Wood Bed 1 13.0 14.0 0 8.0 0 112.0 0.095 0 0.25 0.50 0 % _ 15 W Exterior Conc. Blk - Int Ins clst 1 5.0 2.0 6 8.0 0 20.0 0.132 0 0 0.50 0 % _ 16 S Exterior Conc. Blk - Int Ins Bath 1 5.0 11.0 6 8.0 0 92.0 0.132 0 0 0.50 0 % 17 W Exterior Conc. Blk - Int Ins Bath 1 5.0 6.0 0 8.0 0 48.0 0.132 0 0 0.50 0 % DOORS (Total Exposed Area = 42 sq.ft.) / Width Height , V # Omt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area -1 N Exterior Wood Kit Din LR None 0.35 3.00 0 7.00 0 21.0ft2 2 S Exterior Wood Kit Din LR None 0.35 3.00 0 7.00 0 21.0ft2 8/9/2021 12:23:15 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 3 ,;r FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT WINDOWS (Total Exposed Area = 86 sq.ft.) V# Wall --Overhang-- Omt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening _,1 N 1 None Double (Clear) Yes 0.66 0.25 Y N 18.7ft' 1.0 ft 6 in 1.0 ft 0 in Drapes/blinds Exterior 50% -2 S 7 None Double (Clear) Yes 0.66 0.25 Y N 16.9ft' 1.0 ft 6 in 1.0 ft 0 in Drapes/blinds Exterior 50% 3 N 9 None Double (Clear) Yes 0.66 0.25 Y N 24.Oft' 1.0 ft 6 in 1.0 ft 0 in Drapes/blinds Exterior 50% _ 4 S 10 None Double (Clear) Yes 0.66 0.25 Y N 10.Oft' 1.0 ft 6 in 1.0 ft 0 in Drapes/blinds Exterior 50% _ 5 W 13 None Double (Clear) Yes 0.66 0.25 Y N 16.4ft' 1.0 ft 6 in 1.0 ft 0 in Drapes/blinds Exterior 50% INFILTRATION # Scope Method SLA CFM50 ELA EgLA ACH ACH50 Space(s) -1 Wholehouse Proposed ACH(50) 0.00036 1246 68.37 128.36 0.1263 7.0 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 383 ft' 383 ft' 64 ft 8 ft 1 MASS # Mass Type Area Thickness Furniture Fraction Space _ 1 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 Bed 2 -2 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 clst 2 -3 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 Bath 2 _ 4 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 Bed 3 _ 5 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 clst 3 6 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 Kit Din LR _ 7 Default(8 Ibs/sq.ft.) 0 ft' 0 ft 0.30 pnty _ 8 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 Bed 1 _ 9 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 clst 1 _ 10 Default(8 Ibs/sq.ft.) 0 ft' O ft 0.30 Bath 1 HEATING SYSTEM # System Type Subtype AHRI # Efficiency . Capacity --Geothermal HeatPump-- Ducts Block kBtu/hr Entry Power Volt Current _ 1 Electric Strip Heat None COP: 1.00 27.3 0.00 0.00 0.00 sys#1 1 COOLING SYSTEM # System Type Subtype/Speed AHRI # Efficiency Capacity Air Flow SHR Duct Block kBtu/hr cfm _ 1 Central Unit Split/Single SEER:16.0 27.6 0 0.74 sys#1 1 8/9/2021 12:23:15 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 .y, FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length _ 1 Electric None Garage 0.95 (0.93) 40.00 gal 61 gal 120 deg Standard None 83 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS ----Supply Return Air CFM 25 CFM 25 HVAC # VDuct # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6.0 235 ft2 Attic 6.0 -55 ftz Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: N Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec Heating [X] Jan [X] Feb [X] Mar [ ] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [I Sep [ ] Oct [X] Nov [X] Dec Venting [ ] Jan [ ] Feb [X] Mar [X] Apr [ ] May [ ] Jun []Jul [ ] Aug [ ] Sep [X] Oct [X] Nov [ ] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 _ Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 _ Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 8/9/2021 12:23:15 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 5 FORM R405-2020 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE: INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. ;Ft. Pierce,FL, 1. New construction or existing New (From Plans) 2. Single family or multiple family Detached 3. Number of units, if multiple family 1 4. Number of Bedrooms 0 5. Is this -a worst case? No 6. Conditioned floor -area above grade (ft2) 1337 Conditioned floor area below grade (ft2) 0 7..Windows** Description Area a. U-Factor. Dbl, U=0.66 85.94 ft2 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 SHGC: c. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.500 ft Area Weighted Average SHGC: 0.250 8. Skylights Description Area - U-Factor:(AVG). N/A N/A ft2 SHGC(AVG):' N/A 9. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R= 0.0 1334.80 ft2 b. N/A R= ft2 c. N/A R= ft2 10. Wall Types(1320.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 1092.00 ft2 b. Frame - Wood, Adjacent R=13.0 228.00 fe c.. N/A R= ft2 d. N/A R= ft2 11. Ceiling Types(1337.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1337.00 ft2 b. N/A R= ft2 c. N/A R= ft2 12. Ducts; location & insulation. level R ft2 a. a. Sup: Attic, Ret: Attic, AH: Garage 6 235 b. C. 13. Cooling Systems kBtu/hr Efficiency a. Central Unit 27.6 SEER:16.00 14. Heating Systems kBtu/hr Efficiency a. Electric Strip Heat 27.3 COPA.00 15. Hot Water Systems a. Electric Cap: 40 gallons EF: 0.950 b. Conservation features None 16. Credits CF, CV I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:. T _ `y pate: OL lZ 4 Address of New Home: City/FL Zip: Ft. Pierce,FL, -- *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. - For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/9/2021 12:23:42 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Brookline Project Address: Parcel ID is: 1301-607-0240-000-4 Brookline Avenue Fort Pierce, FL 34951 Permit #: Occupancy Type: R-3 Construction Type: VB INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 20 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: I X II III IV Exposure Category: B X C D 4. Design Wind Velocity 160 mph X ASD LRFD End Zone Width: 6 ft 5. Mean Roof Height 15 ft Roof Pitch: 4 :12 Parapet: NSA ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 53.3 Zone 2: 70.4 Zone 3: 95•9 Zone 4: 33.2 Zone 5: 40•9 Garage: 7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: NSA PSF Dock: NSA PSF Deck: NSA PSF Stairs: NSA PSF Fence: NSA PSF Railings: NSA PSF 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? ` Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with thee aappplicable structural portions of the building codes currently adopted and enforced by St. Lucie ►Illllllr1///. Coun,ps� sp ftstructural elements depicted on these plans provide adequate resistance to the design fore � IT Rama Pranav Kristam No. 88 6 WVlf OF SS/o�A`�```�,. Revised 12/07f Print Name Whole House Engineering Cert # & Co. Cert Auth. 4451 St Lucie Blvd Suite 201, Fort Pierce, FL 34946 Company Name & Address r-= w wrightsoft° Load Short Form Job: p#1301-007-0240-000-4 Date: April 5, 2021 Entire House By, Josh Putman WebREPS, LLC Plan: Brookline Avenue 1892 commerce Avenue, Vero Beach, FL 32960 Phone: 800-81 G-3280 Fax 888-971-2999 Email: sales@webrepshyacoom Nkb: www.webrepswholesale.com License: CAM54709 Project • • For. Joseph Gianna, Habitat for Humanity Ft. Pierce, FL Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 . Moisture difference (grab) 1 56 HEATING EQUIPMENT COOLING EQUIPMENT Make Goodman Make Goodman Mfg. Trade Heat Strip Trade GOODMAN Model Cond GSX160301 F AHRI ref Coil ASPT30C14A AHRI. ref 200825240 Efficiency 100 EFF Efficiency 13.0 EER, Heating input 8.0 kW Sensible cooling Heating output 27297 Btuh Latentcooling Temperature rise 27 °F Total cooling Actual airflow 920 cfin Actual airflow Airflowfactor 0.054 cfmBtuh -Airflowfactor Static pressure 0.60 in H2O Static pressure Space thermostat Load sensible heat ratio 16 SEER 20424 Btuh 7176 Btuh 27600 Btuh 920 cfm 0.051 cf nBtuh 0.60 in H2O 0.75 ROOM NAME Area M Htg load (Btuh), Clg load (Btuh) Htg AVF (cfm) ClgAVF (cfm) Bed 2 197, 3515 2405 188 122 clst 2 21 0 0 0 0 Bath 2 117 1103 1357 59 69 Bed 3 191 2897 2295 155 116 clst 3 18 0 0 0 0 Kit Din LR 497 5193 8497 278 430 pnty 21 0 0 0 0 Bed 175 2653 2797 142 141 clst 1 18 0 0 0 0 Rath 1 $2 1805 842 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 -�- wrightsoft" ��� ppp 2021-Jun-0213:43:04 Right-Suite®Universal 2021 21.0.07 RSU16998 t ell,p� �Q Page 1 JCC�...for HumanityPSLIBrocldineA�enueResidence.rup Calc=MJ8 Front Door faces: N Entire House 1335 17165 18194 920 920 Other equip loads 0 1707 Equip. @ 1.00 RSM 19900 Latent cooling 6707 TOTALS 1411r, 171Fr 7Ccn7 nnn • •-- .�..vv. vc.v AGV Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft- ^` _ _„ Right -Suite® Universal 2021 21.0.07 RSU16998 ACCA ...for Humanity PSUBrooldine Arenue Residence rup Calc = MJ8 Front Doorfaces: N 2021-Jun-0213:43:04 Page 2 -- wrightsoft' Project Summary Entire House WebREPS, LLC Job: p#1301-007-0240-000.4 Date: April 5, 2021 By: Josh Putman Plan: Brookline Avenue 1892 Commerce Atenue, Vero Beach, FL 32960 Phone:800-810-3280 Fax 888-971-2999 Email: sales@webrepshvaccom ftb: www.webrepswholesale.com License: CAC054709 Project • • For: Joseph Gianna, Habitat for Humanity Ft. Pierce, FL Notes: BrooldineAvenue Residence Ft Pierce Florida Desicin Information Weather: St Lucie County Intl, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 , OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13885 Btuh Structure 12772 Btuh Duds Central vent (0 cfiin) 3280 0 Btuh Btuh Ducts Central vent (0 cfm) 5421 0 Btuh Btuh none e) Humidification 0 Btuh Blower ... 1707 Btuh Pi In Btuh Equipment load 17165 Use manufacturer's data Rate/swing multiplier .1.00 Infiltration Equipment sensible load 19900 Btuh Method Construction quality Simplified Semi -tight Latent Cooling Equipment Load Sizing Fireplaces 0. Structure 5291 Btuh Ducts 1416 Btuh Central vent (0 cfm) 0 Btuh Area Heating Cooling (none) (fF) 1335 1335 Equipment latent load 6707 Btuh Volume (ft3) 10678 10678 Air changes/hour 0.31 0.16 Equipment Total load (Sen+Lat) 26607 Btuh Equiv.AVF (dm) . 55 28 Req. total capacity at 0:74 SHR 2:2 ton Heating Equipment Summary Make Goodman Trade Heat Strip Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 8.0 kW 27297 Btuh 27 OF 920 cfm 0.054 cfm/Btuh 0.60 in H2O Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN Cond GSX160301 F - Coil - A8PT30C14A AHRI ref 200825240 Efficiency . .. 13.0 EER, 16 SEER Sensible cooling 20424 Btuh Latentcooling 7176. Btuh Total cooling 27600 Btuh Actual airflow 920 cfm Airflowfactor 0.051 cfrnBtuh Static pressure 0.60 in H2O Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ti -*- wrightsoft^ �2021-Jun-0213:43:04 � .......•. ,....w.r..._.,_., RighFSuite®Universa12021 21.0,07 RSU16998 Page 1 for HumanityPSL\BrooldineAienueResidenoe.rup Calc=MJ8 FrontDoorfaces: N Job #: p#1301-007-0240-000-4 Perfommd by Josh Putman for. Joseph Gianna FL Pierce, FL Sheet 1 WebREPS, LLC 1892 Commerce Puenue Vero Beach, FL32960 Phone:800-8103280 Fax: 888-971 2999 www.webrepswholesale.com sales@webrepshvac.com Scale: 1 : 69 Pagel Rgt&z IDUdvesa12021 21.Q07RSU16998 2021,JuW2lM.12 X6roddmAreueResdffxerrp Duct System Summary Job: p#1301-007-0240-000.4 wrightsoft° Date: April 5, 2021 Entire House W. Josh Pui nan WebREPS, LLC Plan: Brookline Avenue 1892 Commerce Aienue, Vero Beach, FL 32960 Phone: 800.810-3280 Fax 888-971-2999 Email: sales@webrepshvaacom V1kb: www.webrepswholesale.com License: CAGO54709 ieroject intormation For. Joseph Gianna, Habitat for Humanity Ft. Pierce, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest friction rate Actual airflow Total effective length_ (TEL) Heating 0.60 in H2O 0.24 in H2O 0.36 in H2O 0.226 / 0.134 in H2O 0.084 in/100ft 920 cfm 427 _ .ft Supply Branch Detail Table Cooling 0.60 in H2O 0.24 in H2O 0.36 in H2O 0.226 / 0.134 in H2O 0.084 in/100ft 920 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) - H x W - - (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 1 h 1805 97 43 0.093 6.0 Ox 0 VIFX 18.2 225.0 st2 Bath 2 c 1357 59 69 0.089 5.0 OX 0 . VIFX 24.6 230.0 st4 Bed 1 h 2653 142 .141 0.093 7.0 OX 0 VIFx 17.1 225.0 st2 Bed 2 h 3515 188 122 0.086 8.0 Ox 0 VIFX 32.7 230.0 st4 Bed 3 h 2897 155 116 0.084 7.0 Ox 0 VIFX 32.8 235.0 st4 Kit Din LR c 2124 70 107 0.100 6.0 Ox 0 VIFx 20.5 205.0 st3 Kit Din LR-A c 2124 70 107 0.099 6.0 Ox 0 VIFX 18.0 210.0 st3 Kit Din LR-B c 2124 70 107 0.096 6.0 Ox 0 VIFX 25.7 210.0 st3 Kit Din LR-C c 2124 70 107 0.101 6.0 Ox 0 VIFx 13.2 210.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fprn) (in) (in) Material Trunk st1 PeakAVF 920 920 0.084 613 15.0 12 x 18 RectFbg st2 PeakAVF 239 184 0.093 684 8.0 0 x 0 VinlFlx st1 st4 PeakAVF 403 306 0.084 513 12.0 0 x 0 VinlFlx st3 st3 PeakAVF 681 736 0.084 688 14.0 0 x 0 VinlFlx st1 -F- wrightsoft- �� .... Right -Suite® Universal 202121.0.07 RSU16998 ACC, ...for HumanityPSLSrooldineAfenueResidence.rup Calc=MJ8 FrontDoorfaces: N 2021-Jun-0213:43:04 Page 1 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cim) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mal Trunk rb4 Ox 0 920 920 159.2 0.084 521 18.0 Ox 0 VIFx rt1 Return Trunk Detail Table Name Trunk Type Htg (Cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 PeakAVF 920 920 0.084 409 15.0 18 x 18 RectFbg -- wrightsoft- �_ Right -Suite® Universal 202121.0.07RSU16998 ACCA ...for Humanity PSUBrooldine Venue Residenoe.rup Calc= MJ8 Front Doorfaces: N 2021-Jun-0213:43:04 Page 2 MIN. Sk CK REQ. GD/1A�r . .. CNR N �1 ,b GRAPHIC SCALE 30 0 15 30 Itz EP d n 1 inch 30 ft. 0 89R59'49"W 314.03(C) Id x ri cv 99?EE u I Lj I. " ST_ . LUCIF COUNTY_ FLORIDA EP�,� 1z VICII�TITY MAP TQB �' �� i MES CMP 12X18 LEGEND NO SCALE TOE-� _ - - .�8 C'49"W i `` . EL:18.00' (P) PLAT DATA CONIC CONCRETE - — N 9 °75.00'. I I (F) FIELD DATA TOB TOP OF BANK (C) CALCULATED FROM FIELD MEASUREMENTS (RAD) RADIAL LINE • •TOE BENCHMARK FND. FOUND No. NUMBER P.A.C. POINT OF COMPOUND CURVE PC. POINT OF CURVE P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY SET IRC FND IP 3 4' / X 0.7' — — _ — _ 2 E 0.10' �x 2 b 44 '�• FND IROD 5 P.L.S. PROFESSIONAL LAND SURVEYOR CENTERLINE �• O p o-� 10 X`L,\�C EL:21.19' L.B. LICENSED. BUSINESS IRC IRON ROD & CAP ❑W WATER METER- cV ��.' I.. A DELTA (CENTRAL ANGLE) CAN ❑ CABLE TELEVISION RISER -I L ARCUS LENGTH CO 0 SANITARY CLEANOUT _ 14.67' 13.33 r0. PROPOSED SEPTIC CB CHORD BEARING ® HAND HOLE 500 SQ FT. DRAINFIELD, 700 N.A.V.D. NORTH AMERICAN VERTICAL DATUM RISER TEL ❑ TELEPHONE RISER TYP TYPICAL 13.33' SQ FT. UNOBSTRUCTED AREA IRC IRON ROD CAP EL. ELEVATION SEPTIC _ L_ [ROD IRON ROD ESTIMATE] _ ONE STORY r SEPTIC D&U DRAINAGE AND UTILITY CLF FNC CHAIN LINK FENCE PROPOSED [ESTIMATE MES MITERED END SEGMENT Ld �r RESIDENCE LOT 18 LEGAL. DESCRIPTION EP EDGE OF PAVEMENT LOT 20 / FFE: 23.80' _ FFE 23.42' TOB TOP OF BANK LOT 19, BLOCK 79, ACCORDING TO THE PLAT OF LAKEWOOD PARK UNIT 7, AS RECORDED IN PLAT BOOK 11, PAGE(S) FFE 22.29' \ R 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. �6 14.74' 41.33' 18.92 �5�� CONTAINING 0.24 ACRES, MORE_OR LESS. 10,499 SQUARE FEET, MORE.OR LESS. SURVEYORS NOTES AND REPORT: 00 0 W X I Z ro X . 8' J x`L�� 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND z x�� rl'� ��' MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS W L1.J PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. LOT 19 003. 2. THE LAST DATE OF FIELD WORK WAS MAY 24, 2021. �y%• n I Q It CURRENT DESCRIPTIONS SHOWN HEREON .PROVIDED. BY THE CLIENT AND/OR .THEIR AGENTS. LANDS SHOWN HEREON o 7403 BROOKLINE WERE NOT ABSTRACTED BY THIS.OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS I I I 0 p AVENUE OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS_ THROUGH APPROPRIATE TITLE z a- I O VERIFICATION. 4. UNDERGROUND UTILITIES, SERVICES, FOUNDATIONS Lj_ O UTILITY AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF C Oi IIL THIS SURVEY. O O I 5. BEARINGS SHOWN HERARE BASED UPON THE. PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED_ HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.. Lo rL z . I 6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). THE LEI C] PROPOSED PRIMARY BENCHMARK IS CITY OF PORT ST. LUCIE BENCHMARK DENOTED AS "BM-2486," HAVING A PUBLISHED WELL FND IROD CAP 4 ELEVATION .OF 26.06 FEET NAVD 1988. ® I ,� '." �. ^ - �. RLS2391 7• THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH, SPECTRA SURVEY PRO "VRS - � AD ® � REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S NOW NETWORK AND/OR THE FLORIDA PERMANENT 2 �'� . �8x fb RISER TEL k S 0.22 REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING. AS SET FORTH BY THE FEDERAL GEODETIC -A tK 1 , W 0.66' • • CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD-ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVE— S. AND SYMBOLS � Q q ^ OHW — 5S.9�-9 1 fp(Ew 75.0'��" OHW OH — S. N SOME INSTANCES, GRAPHIC REPRESENTATIONS SHOWN HAVE BEEN EXAGGERATED TO MORE FND IROD 5 10PUBLIC D&U EASEMENT -- - CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS S 0.06' 6,�.� i' X x, 6FT WOOD FNC SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. W 0.69 C�,t�l 2� 2 ?2' �'S• ® 9. THIS PROPERTY LIES IN AN AREA OF MINIMAL FLOOD HA A D. EI DESCRIBED AS FLOOD -ZONE "X." ACCORDING MAP 12111C0070J RIN�fE�D)y EFFE O. TO FEMA FLOOD INSURANCE, RATE ( TIVE FEBRUARY 16, 2012. 10. REVISIONS SHOWN HEREON DO NOT REPRESENT.AD S ,�ppATe✓UNLESS OTHERWISE NOTED. LOT Z LOT 13 11. FINISHED FLOOR BASE ON HEALTH DEPARTMENTE� (�Bi` LOT 11 12 S'S6 ® FFE 23.04' FFE 24.41' s.. '� O� _ ►►iE F MICHAEL T. OWEN PROFESSIONAL SURVq, IOA �.a SIGGNATURE DATE; �aA/S'�ry8y�� FLORIDA REGISTRATION #5556 'r fi1SiLR T N H CO m m co Z'm "t o0 Q J E LL P� O V5 RCI' t YLuN O I-. _ ¢H LL�bC4 �¢ O R dJd W WLu N LLI Lu v¢ J I- > O ui cwi am a. CDL- m N 0 T �}. W WZ W: Z a0 2. �0 D Z I o LL O �- j S Z �ZO I- m z0W. Q _ _jOW U z Cq J V o Z J Z F; O U) O W 0 w DRAWN BY: DMM CHECKED BY: MTO CREW: IAN DATE: 06/14/2021 PROJECT: 21-244 SHEET - 1 OF 1 S STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (St Lucie Habitat for Humanity) PROPERTY ADDRESS: 7403 Brookline Ave Fort Pierce, FL 34951 LOT: 19 BLOCK: 79 SUBDIVISION PROPERTY ID #: 1301-607-0240-000-4 PERMIT #:56-SF-2331704 APPLICATION #: AP1697520 DATE PAID: FEE PAID: RECEIPT #: DocmME= #: PR1624561 Lakewood Park [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 [ 900 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED DcJ MOUND [ ] I CONFIGURATION: [ ] TRENCH pc] BED [ ] N F LOCATION OF BENCHMARK: orange spot, CL of Rd, E PL extended N I ELEVATION OF PROPOSED SYSTEM SITE [ 7.00 ][INCHES FT ][ABOVE BELOW]BENCRMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 8.00 ][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D E O T H E R REQUIRED: [ 19.UU] INCHES EXCAVATION REQUIRED: [ 41.00 ] INCHES system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATION3 BY: Brian J Ingr TITLE: Environmental Specialist III e APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian J In DATE ISSUED: 08/25/2021 EXPIRATION DATE: 02/25/2023 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC ®age 1 of 3 v 1.1.4 AP1697520 SE158I NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: St Lucie Habitat for Humanity CONTRACTOR / AGENT: Ashton Septic LOT: 19 BLOCK: 79 SUBDIVISION: Lakewood Park ID#:1301-607-0240-000-4 APPLICATION # AP1697520 PERMIT # 56-SF-2331704 DOCUMENT # SF1fSR1gnR TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 24.00 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 36000.00 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT 'BENCHMARK/REFERENCE POINT LOCATION: orange spot, CL of Rd, E PL extended N ELEVATION OF PROPOSED SYSTEM SITE 7.00 [ INCHES / FT ] GROVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 25 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFIT.! INFORMATION RTTF. 1 Rr1TT. TnM7TT.F. TWWn17Mn TTr%M CTn'W ') USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 15 10YR 3/1 Loamy Fine Sand 15 To 20 10YR 412 Loamy Sand 20 To 36 10YR 5/8 CMN/PRM RF 23 To 30 10YR 513 Sand 36 To 44 10YR 5/3 'Sand 44 To 51 10YR 5/2 Sand 51 To 60 HOLE CAVING Refusal 60 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Sand 0 To 6 1 OYR 311 Loamy Fine Sand 6 To 41 10YR 4/2 Loamy Sand 25 To 33 10YR 5/2 Sand 33 To 43 1 OYR 5/3 Sand 43 To 50 10YR 4/4 Sand 50 To 61 HOLE CAVING Refusal 61 To 72 OBSERVED WATER TABLE: 40.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 23 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [X]YES [ ]NO MOTTLING: [X]YES [ ]NO DEPTH: 23.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED r REMARKS/ADDITIONAL CRITERIA Sand/0.60 DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR5IB CMN PROM RF mottling in 10YR4/2 matrix >2% with starting at 23" in SB1. SB1 and SB2 7" above BM. r, 119 SITE EVALUATED BY: Ingram, Brian�tle: Environmental Specialist 111) (ENVIRONMENTAL HEALTH) DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC AP1697520 EID2331704 41 INCHES DATE: 08/16/2021 Page 3 of 4 v 1.0.2 { P St. Lucie County Health Department i0y �ry . 5150 NW Milner Dr Port Saint Lucie, FL 34983 HELL H PAYING ON: #: 56-SF-2331704 BILL DOC #:56-BID-5414306 CONSTRUCTION APPLICATION #: AP1697520 RECEIVED FROM: Ashton Septic AMOUNT PAID: $ 660.00 PAYMENT FORM: CREDIT CARD 015603 PAYMENT DATE: 07/15/2021 MAIL TO: (St Lucie Habitat for Humanity) FACILITY NAME: PROPERTY LOCATION: 7403 Brookline Ave Fort Pierce, FL 34951 19 Lot: Block: Property ID: 1301-607-0240-000-4 EXPLANATION or DESCRIPTION: 79 QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 -1 - Well Construction 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5089796 ►s s �.. STATE OF FLORIDA DEPARTMENT OF HEALTH tea ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO.Q'd��j�J� DATE PAID: -Z-+ FEE PAID: RECEIPT ## : APPLICATION FOR; C1` New System [ ] Existing System [ ] Holding Tank [ ] Innovative [�] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: J1 . L t P �, nf AGENT: . �7)r`l �-'PfJ �J L(. 1 Itv (� t f ►�� TEtEPHONEs MAILING ADDRESS: 0 �Y L-L.j (� `ley:-r li�� _ I ► Cye �e, z �? ►'F } ---------------------------------------------- TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m.) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 19 BLOCK: 7q SUBDIVISION: �r�KP (!�i(�F(� Pau,1 (Xj' ':7 PLATTED: PROPERTY ID # : l�l n l - if� `7 _Ij(} _ (��In ' G� ZONING: - I /M OR EQUIVALENT: [ Y 16 ] PROPERTY SIZE: m I ACRES WATER SUPPL [�PRIVA�TZIE�j.�UBL[ <=20r00GPD% [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FiS? [ Y & ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 7 L16 3 &cQ K Ay,y DIRECTIONS TO PROPERTY: 1,�I�Q -� fir 2 "'rKN1) BUILDING INFORMATION j_.,eRESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/institutional System Design No Establishment Bedrooms Area Sqft Table 1, 'Chapter 64E-6, PAC- 1 SVCVy)*,)",1-2)_ r- 2 3 4 [ ] Floor/Equipment Drains [ ] 10, SIGNATURE: Other (Specify) DATE: 5 DH 4015, 08/09 .(Obsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC Page 1 of 4 ' Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: BROOKLINE Parcel ID: 1301-607-0240- Account #: 150079 Sec/Town/Range: 02/34S/39E AVE 000-4 Map ID: 13/02N Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description St Lucie Habitat for Humanity Inc LAKEWOOD PARK -UNIT 7- BLK 79 LOT 19 (MAP 13/02N) 702 S 6th ST Fort Pierce, FL 34950 Current Values Historical Values 3-year Just/Market: $10,600 Assessed: $7,596 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $7,596 2020 $10,600 $7,596 $0 $7,596 2019 $8,400 $6,906 $0 $6,906 2018 $8,000 $6,279 $0 $6,279 Sale History Date Book/Page Sale Code Deed Grantor Price 06-04-2020 4430 / 1527 0117 WD Harrison Wayne $16,000 12-27-1989 0670 / 1064 XX00 WD Martin George B $15,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: N/A Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: .. Total Areas 3 Finished/UnderAir 0 P (SF): Gross Sketched Area 0 _. , {_.... (SF): Land Size (acres): 0.24 Land Size (SF): 10,500 Total Building Count: 1 Type Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. t f p,g� s~ i•� 1 : ,.� idi�,! r yx i." _ �C "j 7 {���. f':SSi�j�� �.'s aCC�i ^1 {��� .�� r •n�� ,Ra JaT �p '�y!$.g�� �� '�'.�� � `3�•ir�. 13.:•VF jirt, i h si k or �cRreF�� `�j & -2� e q �h a. w�S�`M� �'r''���EY�53i"`. � 9 H""� r+T;� }5i •;z �y �.fi�''^'- y 3 �'a.- �•H x, aji `.,.v��'��l ^�' F ' �'�"^">:crt"�{� �`i'IJ' � .. � ��;.'��C .E'14���� ro� •� wit ���#� air �y��r.y,,a3• ,{{ -'' °la � d �' !. .. i�; N•,�l.� 4y 7�,`p�Sy � 7y�]a�.� � ,,,yt:" 14 zg �'•�" - ,;.. x'.t'� ��` •i � � r , �i ` .'i � r'�i a p. 1P*,s� ��.,,y�'�`'' �``T�. , ax Lf-+ d '�}y}� :Sa'x �vtr it �FiF � - ' • i •�.�: a Y�acf*.] ,��;K� . i � p , �g3 '. i{�l �� 't-�. .es.s {^�� H' s t •' tt �r�GgdP'rw2S (s� �s `�` VIM _--x tia r r' rA(. rr71yak iLi. 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'� �7.:�3- .. , ,.:''t�F, e. 4,�•, r"`�,ss C". aI G. ® a_ Custom Soil Resource Report St. Lucie County, Florida 21—Lawnwood and Myakka sands Map Unit Setting National map unit symbol: 1 jpvg Elevation: 0 to 200 feet Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period., 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Lawnwood and similar soils: 41 percent Myakka and similar soils: 39 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Lawnwood Setting Landfonn: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material. Sandy marine deposits Typical profile A - 0 to 8 inches: sand E - 8 to 28 inches: sand Bh1- 28 to 52 inches: sand Bh2 - 52 to 58 inches: sand C - 58 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 10 to 31 inches to ortstein Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water supply, 0 to 60 inches. Very low (about 0.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Myakka Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 27 inches: sand Bh - 27 to 38 inches: sand C - 38 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water supply, 0 to 60 inches: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (noninigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL-) Hydric soil rating: No Minor Components Ankona Percent of map unit. 7 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Taff Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Electra Percent of map unit: 7 percent 11 Custom Soil Resource Report Landform: Knolls on marine terraces, rises on marine terraces Landform position (three-dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G156BC131 FL) Hydric soil rating: No Waveland Percent of map unit: 6 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No 12 Ap ,it`= ' Ron DeSantis Mission: :' .: tr", r Governor To protect promote & improve the health of all people in Florida through integrated state, county& community efforts. ®rl . Scott A. Rivkees, MD HEALTH State Surgeon General Vision: To be the Healthiest State in the Nation Florida Department of Health in St. Lucie County Conditions for Issuance of Water Well Permits Effective July 24, 2017 • Contact the Florida Department of Health in Saint Lucie County (FDOH — St. Lucie) prior to constructing or abandoning any well. a. Call the FDOH — St. Lucie Well Line at 772-873-4936 or email SLCDOH-WELLS(a.FLHEALTH.GOV b. Provide the following information: i. Permit number ii. Driller name iii. Address iv. Date and time to begin construction/abandonment • A minimum of 24 hours' notice is required before constructing any public water supply wells. Please call our main office at 772-873-4931 and speak with Environmental Health Staff or provide notification by email to SLCDOH-WELLS(aD-FLHEALTH.GOV Submit revisions to permit and/or site map within 48 hours of well construction or abandonment. Florida Department of Health -St Lucie County Division of Disease Control and Health Protection Bureau of Environmental Health Location: 3865 S US Highway1, Fort Pierce, FL 34982 Mailing: 5150 NW Milner Drive, Port St. Lucie, FL 34983 Phone 772-873-4931 Fax 772-595-1306 FloridaHealth.gov Accredited Health Department • : Public Health Accreditation Board �F- 1-I-C4 STATE OF FLORIDA PERMITAPPLICATION TO CONSTRUCT, vepa,t�° REPAIR, MODIFY, OR ABANDON AWELL Permit No. 59-32290 a� []Southwest PLEASE FILL OUT ALL APPLICABLE FIELDS Florida Unique ID ° ❑ Northwest ('Denotes Required Fields Where Applicable) Permit Stipulations Required (See Attached) El St. Johns River °Outfl rZP---,,,, The water wellconrractoris responsibleforcompleting Florida thisformandjonvordingthe permitopplicatlontothe Suwannee 62-524 Quad No. Delineation No. e River appropriate delegatedouthoritywhereapplicable. ❑DEP CUPfWUP Application No. ❑Delegated Authority (If Applicable) 01- Si bUl SueeL Fort Tierce V-L b4l'ub .'► / / c-4+04- I I I / 'Owner, Legal Na 1f Co_ on "Addr ss9 7 ciity �t ) 'State P Telephone Number 2. Brookline avo %T ;Sit 'Well Location -Address, Road Name or Number, City 3. 1301-607-0240-000-0 19 79 7 'Parcel ID No, U(PIN)or LjAltemateKey 4.�t Lot Lakewood Park 'Section or Land Grant Township 'Range 'County Subdivision 5. rr<iS"..1 %,Li.liJ:f(r a",. ��� C� 5 (1 7-�G'L(-J"74% C,,q, '}Water Well,Co tractor `License Number 'Telephone Number 'Water Well Contractor Address 7. "Type of Work: 12'Constructio ❑ Repair El Modification 8. 'Number of Proposed Wells _ 9. `SpQcify Intended Use(s) of Well(s): �U 4 City ❑ Abandonment Block Unit Check if 62-524: ❑ Yes ❑ No �.t E-mail Address 7�_ 3✓rs/ State ZIP 'Reason for Repair, Modification, or omestic ❑Landsca a Irrigation /1-"u u r- — P 9 ❑Agricultural Irrigation ❑Site Investigations ❑Bottled Water Supply ❑ Recreation Area Irrigation ❑ Livestock ❑ Monitoring ❑Public Water Supply (Limited Use/DOH) ❑ Nursery Irrigation ❑ Test AUG 2 5 2021 ❑Public Water Supply (Community or Non-Community/DEP) ❑ Commercial/Industrial ❑ Earth -Coupled Geothermal ❑Class I Injection ❑ Golf Course Irrigation ❑ HVAC Supply ❑ HVAC Return Class V Injection: ❑ Recharge ❑Commercial/Industrial Disposal ❑ Aquifer Storage and Recovery ❑ Drainage pH in St Lucie Cour Remediation: ❑Recovery ❑AirSparge ❑Other (Describe) ROMfillENTALyHEA ❑ Other (Describe) 10."Distance from Septic System if 5 200 ft. l S 11. Facility Description �pnt?�- 12. Estimated Start Date 13.'Estimated Well Depth4f7C2 ft. 'Estimated Casing Depth yy ft. Primary Casing DiameterC:�? n. Open Hole: From To ft. 14. Estimated Screen Interval: From ()1C) To (G Uft. 15.'Primary Casing Material: ❑ Black Steel ❑Galvanized PVC ❑ Stainless Steel ❑ Not Cased ❑ Other: 16. Secondary Casing: ❑Telescope Casing ❑ Liner ❑ Surface Casing Diameter in. 17. Secondary Casing Material: ❑ Black Steel []Galvanized ❑PVC ❑Stainless Ste ❑Other 18.-Method of Construction, Repair, or Abandonment: ❑Auger ❑Cable Tool Jetted Wotary ❑Sonic ❑ Combination (Two or More Methods) El Hand Driven (Well Point, Sand Point) ❑ Hydraulic Point (Direct Push) ❑ Horizontal Drilling ❑ Plugged by Approved Method ❑Other (Describe). 19. Proposed Grouting Interval for the Primary, Secondary, and Additional Casing: From To Seal Material (❑Bentonite ❑Neat Cement ❑Other ) From To Seal Material (❑Bentonite ❑Neat Cement ❑Other ) From To Seal Material (❑Bentonite ❑Neat Cement ❑Other ) From To Seal Material (❑Bentonite ❑ Neat Cement ❑Other ) 20. Indicate total number of existing wells on site r__) List number of existing unused wells on site t^ 21.'Is this well or any existing well or water withdr. wal on the owner's contiguous property covered under a Consumptive/Water Use Permit (CUP/WUP) or CUP/WUP Application? Yes No if yes, complete the following: CUPNVUP No. District Well ID No. 22. Latitude Longitude 23. Data Obtained From: ❑GPS ❑Map ❑Survey I hobby cosily that 1-1 comrdy vmn are aopl. 6ln lufas of Tide 40. Florida AdmirWitilivo Code. and thal a twitsr toe permit or artircarl rechame permit, 4 nreded. t i, been or wil be CbrnTmd prlor to oGrunenceniem of well en tttetinm I rmther cmtify drat al intonnation prmided in this application is aatea;a and that I voll obtain 7T= r ledaral. stalo, cr lonl gwerr ems, if mpykablo. I agree to p'trridn atell ilI lYlnn 30 ddy5 aber CompICliM pf the fppe!bpimn, repair, modification. or Ihi[sj//pemmit, or the permit oxp;rtion, n4choveroccurs &�, -Signature of Contractor icense No, Datum: NAD 27 NAD 83 WGS 84 I "miry tint I am the wrer of the property, that the information provided is it—ise, and that I am a•;mb of my responsibilities miter Chapter 373, Florida Statutes. to maintain or propedy abandon Ins mll; or, 1 u:ddy that 1 an thr agent for ate mizet, ttul the information prwidcd is arrwato, and Vol 1 time irforncri the w—r of their responsib;fibes as slated abova. O+ wconsents to allm•.ing personrd of plus«7dn or Dcegalcd Authority ar_cw tome v. d ,te during tlfe tb. ,.ImcYmt, repair, m Wcatim, or abandonment audtcrized by his pepnit. Igo re r weer or gent 'Date BELOWTHISLINE FOR OFFICIAL USE ONLY Approval Granted By ✓ Receipt NoIssue Dated/�S/jjvZ ! _ Expiration DateZ/ S JUAHydrologist Approval Fee Received S. j `�---— Check No.' r peal, THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BY AN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMO OR DELEGATED AUTHORITY. THE PERMIT SHALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION. REPAIR, MODIFICATION, OR ABANDONMENT ACTIVITIES. DEP Fonn: 62-532:900(1) Incorporated in 62-532.400(1), F.A.C. Effective Dale: OctoberT. 2010 Page 1 of 2 D %f N m FND IP 3/4" E 0.10' LOT 20 FFE 22.29' 1 %rin nn', biTTliftm. ��8-9-S-9 '49 W 314.03' iri MES CMP 12X18 gyp• TOB j8 to TO x� `� ----- c 1A� EL. 18.00' TOE N 9"5 '49"W 75.00' 0 SET IRC 1 0.7 — — _ — — BENCHMARK x � x 2�p, o 0 10' �I X'I, FND [ROD 5 EL: 21.19' `L O N O — — - , I 0Oj PROPOSED SEPTIC q- 14.67 13.33 I 500 SQ FT. DRAINFIELD, 7( `- 13.33' I I 0" SQ FT. UNOBSTRUCTED ARI SEPTIC ESTIMATE] ;� ONE STORY M EP USTn PROPOSED -� LOT 18 LiJ i RESIDENCE FFE* FFE 23.42' oo �� ` 6 14.74' 41.33' 18.92' Iw x x X vv O 8, x l �o I '1`1' z W LOT 19 00 0 7403 BROOKLINE a AVENUE iN O o Io 0 o I IL O z �- PROPOSED w co�t` WELL FND IROD CAP 4 .� RLS2391 S 0.22' 208x 1 RISER TEL b W 0.66' x e, W 7-5.01V o - FND TROD 5 OHW 10' PUBLIC D&U ESE AMENT 2 6FT WOOD FNC S 0.06, s�� W 0.69' LOT 12 LOT 13 LOT 11 FFE 24.41' ® FFE 23.04' ME 2 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: BROOKLINE Parcel ID: 1301-607-0240- Account #: 150079 - Sec/Town/Range: AVE 000-4 02/34S/39E Map ID: 13/02N Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership ' Legal Description St Lucie Habitat for Humanity Inc LAKEWOOD PARK -UNIT 7- BLK 79 LOT 19 (MAP 13/02N) 702 S 6th ST Fort Pierce, FL 34950 Current Values Historical Values 3-year Just/Market: $15,700 Assessed: $15,700 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $15,700 2021 $15,700 $15,700 $0 $15,700 2020 $10,600 $7,596 $0 $7,596 2019 $8,400 $6,906 $0 $6,906 Sale History Date Book/Page Sale Code Deed Grantor Price 06-04-2020 4430 / 1527 0117 WD Harrison Wayne $16,000 12-27-1989 0670 / 1064 XX00 WD Martin George B $15,000 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: 117,1 ge Total Areas Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: C'• ' Finished/Under Air 0 (SF): (s iis('.1fdf;C.iIE` Gross Sketched Area (SF): 0 ic>i 0}� Land Size (acres): 0.24 Land Size (SF): 10,500 Total Building Count: 1 Special Features and Yard Items Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. https://vwvw.paslc.org/RECard/ 8/25/2021 St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #:56-SF-2331704 BILL DOC #..56-BID-5414306 CONSTRUCTION APPLICATION #: AP1697520 RECEIVED FROM: Ashton Septic AMOUNT PAID: $ 660.00 PAYMENT FORM: CREDIT CARD 015603 PAYMENT DATE: 07/15/2021 MAIL TO: (St Lucie Habitat for Humanity) FACILITY NAME: PROPERTY LOCATION: 7403 Brookline Ave Fort Pierce, FL 34951 Lot: 19 Block: 79 Property ID: 1301-607-0240-000-4 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 -1 - Well Construction 1 $ 115.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5089796 Q 0 N fl- W` C C FND IP 3/4" E 0.10' LOT 20 FFE 22.29' ivo _ TOE r TOE SET IRC � t x X '-7 Q O- oN O SEPTIC ESTIMATE] LLI 00 /0 14.74' O 0 O z FDOH in -St. Lucie County Environmental Health , Site Plan Approved for Construction Supersedes All Previous Site Plans for q OSTDS # SG -9c. 2,0 & Well #Se1 A?,V b Date; Fl 2S n `d td EP ` 0 �d t7 GRAPHIC SCALE 30 0 15 30 ( IN .FEED ) 1 inch = 80 ft FFE NOTE* )KL1N AV., M r _ EP N'U I �9'. I �� 89 59 49 W 314.03 (C) O b y xj I I FFE TO BE DETERMINED BY ST. LUCIE COUNTY BUILDING DEPARTMENT. z LEGEND ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCALE �` �(9i I X — %cS" I Sri MES CMP 12X18 r) EL:.18.00' $+ � � PLAT DATA CONC CONCRETE — 9 °5 ' 49" ,AI — -x j 75.00' I (F) FIELD DATA (C) CALCULATED FROM FIELD MEASUREMENTS TOB TOP OF BANK LINE NRcAD) RADIAL NUMBER YY FND. FOUND PC POINT OF CURVE ------1� %; 10' x`L�hc 14.67' 13.33 1 }� 13.33' . L_j ONE STORY n PROPOSED �t RESIDENCE d FFE* 41.33' 18.92' Lj00 z 6x �x 8' X',�- I i � f)", �or� w ti1� X LOT 19 j Q o 7403 BROOKLINE I . z U AVENUE Ld I En O L� O l0 O inIL PROPOSED WELL OHW — FND IROD 5 S 0.06' W 0.69' c�,c� LOT 11 pop, 2o 8x RISER TEL , OHW S .9­!� .1'1W 7-5.Off 10' PUBLIC D&U EASEMENT X 2�0 222. Sys, LOT 12 FFE 23.04' ,w, BENCHMARK FND IROD 5 EL:.21.19' 0 CD PROPOSED SEPTIC 500 SQ FT. DRAINFIELD, • 700 I) SQ FT. UNOBSTRUCTED AREA SEPTIC LOT 18 [ESTIMATE \ FFE 23.42' Ld 00 O 0. O O z FND IROD CAP 4 RLS2391 S 0.22'. W 0.66' 6FT WOOD FNC LOT 13 FFE 24.41' P.A.C. POINT OF COMPOUND CURVE P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY P.L.S. PROFESSIONAL LAND SURVEYOR CENTERLINE LB. LICENSED BUSINESS WATER METER IRC IRON ROD & CAP A DELTA (CENTRAL ANGLE). CAN ❑ CABLE TELEVISION RISER R RADIUS COO SANITARY CLEANOUT L ARC LENGTH CB CHORD BEARING ® HAND HOLE N.A.V.D. NORTH AMERICAN VERTICAL DATUM RISER TEL ❑ TELEPHONE RISER TYR TYPICAL : IRC IRON ROD CAP EL. ELEVATION IROD IRON ROD D&U DRAINAGE AND UTILITY CLF FNC CHAIN LINK FENCE . . MES MITERED END SEGMENT LEGAL DESCRIPTION EP TOB EDGEOFFBPAVANKEMENT TOPLOT 19, BLOCK 79. ACCORDING TO THE PLAT OF LAKEWOOD PARK UNIT 7, AS. RECORDED IN PLAT BOOK 11, PAGE(S) 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 0.24 ACRES, MORE OR LESS. 10,499 SQUARE FEET, MORE OR LESS. SURVEYORS NOTES AND REPORT. 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 2. THE LAST DATE OF FIELD WORK WAS MAY 24, 2021. 3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR. EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART' OF THIS SURVEY. 5. BEARINGS SHOWN HERON ARE BASED. UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED HERON, AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN, VERTICAL DATUM OF 1988 (NAVD'88). THE PRIMARY BENCHMARK IS CITY OF PORT ST. LUCIE BENCHMARK DENOTED AS "BM-2486," HAVING A PUBLISHED _ ELEVATION OF`26.06 FEET NAVD 1988. 7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW" NETWORK AND/OR THE -FLORIDA .PERMANENT REFERENCE NETWORK (FPRN).-THE PROCEDURES AND NETWORK DESIGN MEETS. THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RI2..,QRD+3R' CLASS ONE FOR HORIZONTAL CONTROL SURVEYS. `,`%%f-� ' 8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBQ�a9�Q WJ -HAVE BERN ES(AGGERAIED TO MORE CLEARLY ILLUSTRATE.IHE RELATIONSHIP BETWEEN PHYSICAL,�iMdR�/EMENTS AND%O4,j6T-LINES• THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEM1 OVF4i�p'C7}�yED POS1710NS. 9. THIS PROPERTY LIES IN AN AREA OF MINIMAL FLOOD HA_ARD, B I1f6 D EDf AS FLOOD -ZONE "X," ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111C0070J (NOT PRINT ECTIVE FEBRUARY 16' 2012. 10. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERMSE NOTED. MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DAITE FLORIDA REGISTRATION #5556 H Z oo to CQ IS, M Z 00 °o Of Q-InE LL W) OZ U It U Y W N� O F 2 ¢T U V Nv Q M °� 0 w o a � 'd tipLL ¢W F a ,..J Ly U w J 0 Uj U d m 0 a m .J N 0 w 0 J wa z N1; = z CO z O w> zw J1Il W w CD W a w Z ap _ O D W zcLL C/) LL z a p F- F-- �z0 U 0 a �0�. O J J z I. 0 Cl) 0 N m w 0 W DRAWN BY: DMM CHECKED BY: MTO CREW: IAN DATE: 06/14/2021 PROJECT: 21-244 SHEET 1 OF 1 ill