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HomeMy WebLinkAboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (GRBK GHO Homes, LLC) PROPERTY ADDRESS: 3712 Tanager PI Fort Pierce, FL 34982 LOT: 20 BLOCK: PROPERTY ID #: 2433-602-0020-000-3 SUBDIVISION: RECEIVED NOV 112010 PERMIT #:56-SF-1972751 APPLICATION #: AP1581136 DATE PAID: FEE PAID: RECEIPT #: permitting Department DOCUMENT #: PR1454020 St. Lucie County Estates of Longwood [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 [ 1,050 ] GALLONS / GPD Seetic 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 [ 667 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ]FILLED [c] MOUND I CONFIGURATION: [ ].TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Site BM. NA CL of Rd, Center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 2.00 ][ INCBES FT ][ABOVE BELOW I BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.00][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L Di O T H E R I 'ILL REQUIRED: [Z6.UU] INCHES EXCAVATION REQUIRED: [ 4Z.UU] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. SPECIFICATIONS BY: Brian J gram TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Brian/Y Ingram DATE ISSUED: 10/1 9/Z620 EXPIRATION DATE: 04/19/2022 DH,4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1581136 SE1412344 NOTICE OF FkIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.669 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. i STATE OF FLORIDA b,. DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary PERMIT NO. 6� -S�: -t i 0' a DATE PAID: Cll-,Ajazao FEE PAID:j�-_ RECEIPT #: [ ] Innovative APPLICANT: yiZ15'. AGENT: A [PW% L,:C�' TELE PHONE :' `7Z ��jcti^-!r> f S G%° 1 MAILING ADDRESS: 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: ') BLOCK: SUBDIVISION: S!%t ¢`S !�� Gt2.1%/� ,t)4:I1 PLATTED: PROPERTY ID # : Cjy3 � G�;Z "`��)�7c.) , ot) J 3 ZONING: j�5 - 3 I/M OR EQUIVALENT : [ Y / .N ] PROPERTY SIZE: ,') ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GPD [�]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y // N j, !DISTANCE TO SEWER: a..L) FT PROPERTY ADDRESS: 7 / � � -rA,--1 eS6Z PLACE� ` � j� Ac•rG;tE � DIRECTIONS TO PROPERTY: L'f� IA�Srr ON IkU 41,2 690e✓J 2U Z%.2 ' r100 dllge!` t"1 PG'YW `��U G' � • _ ��'� r �L� _- �y. - G' i rwr•i ww BUILDING INFORMATION [ '] RESIDENTIAL [ ] COMMERCIAL 51PE Unit Type of No. of Building Commercial!/institutional System Design No Establishment Bedrooms Area Sqft Table 1, 1hapter•64E-6, FAC 1 Zy�i3�Ic) 2 3 4 [ ] Floor/Equipment Drains [� ] Other_(°geGi.iy} r �� %�--�• SIGNATURE: j'�' L DATE: �� ,- � � � ---- 2-i �i-¢nj2,l� (: L�� 4�N'lu/Z� �- (.uti'•lO�� /%�..f SLR>G(� DH 4015, 08/09 (Obsoletes previous editions which may not be used) page 1 of 4 Incorporated 64E-6.001,.,FAC 'STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL'SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: GRBK GHO Homes, LLC CONTRACTOR / AGENT: Laventure & Associates Inc LOT: 20 BLOCK: SUBDIVISION: Estates of Longwood . ID#: 2433-502-0020-000-3 APPLICATION # AP1581136 PERMIT # 56-SF-1972751 DOCUMENT # SE1412344 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: 0.35 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 875.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM. NiD, CL of Rd, Center of property ELEVATION OF PROPOSED SYSTEM SITE 2.00 [ INCHES / FT ] [ ABOVE / 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: FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 31 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES CX]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION.FOR SITE: FT[ MSL /NGVD ] SITE ELEVATION: FT [ MSL / NGVD ROTT. ARAFTT.F. TNFARMATTnN CTTF: i WATT. DPnWTT.F. TNWARMLTTAN QTW. 9 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Organic Soil 0 TO 11 10YR 4/1 Sand 11 To 30 10YR 5/1 Sand 18 To 30 10YR 2/1 Spodic Material 30 To 38 10YR 4/4 Fine Sand 38 To 42 1OYR 5/3 Fine Sand 42 To 45 1OYR 5/1 'Sandy Clay Loam 45 To 72 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 3/2 Organic Soil 0 TO 10 10YR 4/1 Sand 10 To 31 10YR 5/1 Sand 16 To 31 10YR 2/2 Spodic Material 31 To 42 10YR 4/4 Fine Sand 42 To 45 1 OYR 5/3 Fine Sand 45 To 49 10YR 5/1 Sandy Clay Loam 49 To 72 OBSERVED WATER TABLE: 33.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 16 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X']NO MOTTLING: [X]YES . [ ]NO DEPTH: 16.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 42. INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) j- REMARKS/ADDITIONAL CRITERIA WSWT determined using`USDA WSS and soil borings. 10YR511 stripping in 10YR4/1 matrix >10% with diffuse boundaries starting at 16" In S62. SB1 3" above BM. SB2 2" above BM. SITE EVALUATED BY: Ingram, DH 4015, 08/09 (Obsoletes previous editil n (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH) which may not be used) Incorporated: 64E-6.001, FAC AP1681136 EID1972761 DATE: 10/07/2020 Page 3 of 4 v 1.0.2 E„ STATE OF FLORIDA PERMIT DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT - AND DISPOSAL SYSTEM ,Jy SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT:. Or -jog 67AD I<-/" llmli?✓ UG AGENT: LOT: Z�J BLOCK: SUBDIVISION: PROPERTY ID # : ��3�'-��� `C)C�)"- C�G�L�3 [Section/Township/Parcel No. flax ID Numbej 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: [){'j YES [ ] NO NET USABLE AREA AVAILABLE: e)r,�Z ACRES TOTAL ESTIMATED SEWAGE FLOW: �G)O GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: i'% GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: %f5�a SQFT UNOBSTRUCTED AREA REQUIRED: '�!Z SQFT BENCHMARK/REFERENCE POINT LOCATION:_ ELEVATION OF PROPOSED SYSTEM SITE IS f' Lc5r POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 1S FT DITCHES/SWALES: j3- FT NORMALLY WET? [ ] YES [x'] NO WELLS: PUBLIC: G00 FT LIMITED USE: !0c) FT PRIVATE: `75 FT NON -POTABLE: 6c;% FT BUILDING FOUNDATIONS: FT PROPERTY LINES:_ r/ FT' POTABLE WATER LINES:2 !Cl FT SITE SUBJECT TO FREQUENT FLOODING: 10 YEAR FLOOD ELEVATION FOR SITE:_ On TT. PpnWTT,E TNFORMATION SITE 1 MUNSELL #/COLOR TEXTURE USDA SOIL SERIES: [ ] YES V1 NO 10 YEAR FLOODING? [ ] YES. A NO FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD DEPTH TO TO TO TO TO J . O TO TO TO TO SOTT, PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO, TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: (PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DATE: INCHES I C41-190 G', A14V2;V rrl'% � DH 4015, 08/09 (Obsoletes previous editions which may no be 14aa Tdcorporated: 64E-6.009, FAC Page 3 of 4 Property Card Page 1 of 1 •s�-l?'7?7V Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 3712 Parcel ID: 2433-502-0020- Account #: 127045 Sec/Town/Range: TANAGER PL 000-3 33/35S/40E Map ID: 24/33N Zoning: RS-3 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description GRBK GHO St Lucie LLC ESTATES OF LONGWOOD LOT 20 (0.35AC) 590 NW Mercantile PL Port St Lucie, FL 34986 Current Values Historical Values 3-year Just/Market: $26,400 Assessed: $26,400 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $26,400 2020 $26,400 $26,400 $0 $26,400 2019 $26,400 $26,400 $0 $26,400 2018 $30,100 $30,100 $0 $30,100 Sale History Date Book/Page Sale Code Deed Grantor Price 06-23-2020 4438 / 1752 0001 WD TCHC Inc $42,000 12-26-2018 4275 / 2307 0111 WD Clark Craig A $100 09-08-2018 4180 / 2246 0001 WD Gibson Brian $27,500 ' 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: Type Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 0.35 Land Size (SF): 15,246 Total Building Count: 1 Special Features and Yard Items Qty Units - Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. https://www.pasle.org/RECard/ 9/28/2020- I UK F,7� 16 V, a rylaN +^� ei Custom Soil Resource Report St. Lucie County, Florida 2—Ankona and Farmton sands -- Map Unit Setting National map unit symbol: 1 jpty 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: Not prime farmland Map Unit Composition Ankona and similar soils: 50 percent Farmton and similar soils: 40 percent Minor components. 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ankona Setting - Landform: 'Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 toll inches: sand E - 11 to 38 inches: sand Bh - 38'to 48 inches: loamy sand Btg - 48 to 57 inches: sandy loam Cg - 57. to 80 inches: loamy fine sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 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) 1 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 capacity: Very low. (about 1.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) ti 10 Custom Soil Resource Report Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Description of Farmton Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Interfluve, talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 7 inches: sand E - 7 to 34 inches: sand Bh - 34 to 50 inches: sand Btg - 50 to 80 inches: sandy loam 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 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 capacity: Moderate (about 6.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No ' Minor Components Electra Percent of map unit. 4 percent 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. 3 percent 11 Custom Soil Resource Report 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 (G156BC141 FL) Hydric soil rating: No Lawnwood Percent of map unit. 3 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) , Hydric soil rating: No 12 FDOH in St. Lucie County Environmental Health Supersedes All Previous Sito Plans for TDS #0 s,,4!?72Z/ & W6II # ��� 100.7' °tip ►fewer: `Ooti 100.6' LOT 75' WELL 9Nb FFE=1 3.88 I RADIUS \QC, CALCULATED POSITION SF,� 5 9� o \�G 0���, \� 0 O — 0 .0 ��F� �s J s CERTIFIED TO: GHO HOMES -0�� \ 701 4, 101. o, 101. 4, s. Nc�5 I 100 6, O�G//i 00.2' 100S, ��• N1� O °�%P 1 a "'LEGEND A = CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT LOT 21 FND = FOUND (VACANT) I = 5/8" IRON ROD LOT 22 OHU = OVERHEAD UTILITIES 99,.cF' FFE=102.57 TOB = TOP OF BANK . 99 s E S DESCRIPTION SCALE : 1"=30' LOT 20, ESTATES OF LONGWOOD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 0.35 ACRES, MORE OR LESS. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The last date of field work was July 24, 2020. 4. Underground improvements and foundations were not located as part of this survey. 5. Bearings shown hereon are based on the Northeasterly R/W line of Tanager Place, bearing N33'24'49"W, as monumented. All bearings are relative thereto. 6. All boundary information shown is calculated per plat, unless otherwise shown. 7. Property lies in flood zone "X", per map 12111CO189 K, doted 2-19-20. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. All elevations shown are based on an assumed datum. FPL = FLORIDA POWER AND LIGHT CM = CONCRETE MONUMENT EL = ELEVATION FFE = FINISH FLOOR ELEVATION MD = MAG NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY = CATCH BASIN !� = AT&T PEDESTAL ® = WATER METER QD = DRAINAGE MANHOLE QS = EXISTING SEPTIC TANK © = EXISTING WELL = WOOD POWER POLE D.U.E.= DRAINAGE AND UTILITY EASEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT O = FND IR (NO ID) SF = SQUARE FEET CONC = CONCRETE IRC = #5 IRON ROD & CAP X- = 6' WOOD FENCE ® = CABLE TELEVISION BOX * = STREET LIGHT 100.5 `;PROPCSED ELEVATION _ tf TIKU ELEVATION LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, , RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH Q /% INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICH D C. LAVENTU , FLORIDA P.L.S. #520911ATE REVISION DESCRIPTION DATE 1 ADD SEPTIC; ADD DRAINAGE PLAN 8/21/2 REF. JOB NO. DRAWN BY DATE DRAWING NO, 20.1850-272 MWH 7/28/20 20.1850-272 F.B.,PG. CALCULATED BY SCALE SHEET NO. GPS RCL 1 "=30' 1 OF 1 BOUNDARY SURVEY PREPARED FOR CHO HOMES LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX WASHER DRY�R SPACE DRIER VDIT DRYER VENT LOCATION FRONT VIEW FINISHED CEILING 2. WO BLOOGN EACH SIDE OF FOR YCUNIING 2W NIL. STUDS MVP. FNSHED FLOOR YC 14' De - TYP. MEDICINE CABINET FDO in St. Lucie County Environmental Health Site PlanApproved for Construction Supersede All Previous Site Plans for OSTDS #66,,-Lfj191;V & Well # Date: l0 /[a Za /l (2) /10 SIMS TOP k BOTTOM 0 EACH STUD FlN91ED CEDING - SEE TYP. WALL SEL71ON 2.6 BLODOVG 0 CABINET LOCATIONS FASTEN EA. END TO STUDS W/ (2) CIO S.M.S EA END 25 GAGE£ OL&NNICL SIAPED SFIAS- (2X4 SR/OS 0 16' 0/C) (W STUDS 0 1{' o/C) W/1 FlAL IFNGTH LATER OF T/2• TYPE GYPSUM WALLBOARD O APPLED MERRY & ATTACHED W/ I' LONG BUGLE HEAD SCHEWS TO EACH SIDE 0 12. 0/C CONE TS G4DGE META. IRACBS TOP 0 BOTTOM CONG FLOOR SLAB MO.R PORS.14.5' CIA A I' LG 0 IS- 0/C W/ I- MMSNRS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SDUZ r/4• - ID- 0)E SAID TOP ! BOTTOM TIP.W SECTION -SEE O TYP. WALL SECTIW CONT. 25 GAUGE METAL IRA TOP d BOTTOM W/ (1) FO SMS 0 24' 25 GAUGE CHANNEL SHAPED STUDS 1/2'07YPEW6VPSIM WALLBOARD 0 APPLm VERIIGLLY k ATFACHm W/ I' LORD BUGLE HEAD SOEWS TO EACH SIDE 012. O/C CONC. FLOOR SLAB BLD PDLS.145' IXA A I' LG / 0 16' 0/C W/ I- WASHERS Vmw IMPACT / LOW E U VALUE SHGC GLAZING AT WINDOWS IMPACT .62 / .2511 AND SLIDING GLASS DOORS TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" DELETE MEDICINE CABS IN MASTER BATH PER PLAN fY AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A 2,443 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 243 S.F. GARAGE 710 SF TOTAL AREA 3,451 S.F. TOTAL AIR VOLUME CUBIC FEET = 23697.1 ADDInONU xOTls� 1. STANDARD HOLLOW CORE RAISED PANEL DOORS 2 TILE TO OLD. IN MASTER SHOWER AND 7-0• IN OTHER LOCATIONS 5 RBEROASS BOARD OR DUR-O-ROCK 70 7-0' All. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-O• F.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCAINWS EXOPT OOSETS. S TIERS. WNDOW% DOOM VERTICAL EDGES OF CEILINGS OR AS NOTED ON RANS S. IONOODOWN CEUNG TEXTURE AND ORANGE PEEL WALL TEXTURE S. R-40 BLOWN -RN OSAATIOI AT ALL A/C AREAS 7. IMPACT WINDOWS R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 B: R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. CEILING TYRCAL Our FWISBD FLOOR SOAP NICHE ewwE Bain ENaDSRE 4 60'-D Is-6' 2r-D• 16-4' Y-1D• 'Y-ID' I 24•-O• -4' 2-6 IS'-Ir S-4• I'-4 10-B' 1'-4• 5-4' I D I 10 FT PAVER EXTENSION Ta -4 zaaa I 9-4 laBB sx ES HIRE no a a BUSED (-— — — — — — —t,•-B,/r , , u s-,• a ■ N Y--r I Y-4- PAVERS tisp BA ■ m COVERED m IL g g 4 aG • I MASTER m l LANAI' a Z ` d 1 -B I 1D-r OG SUITE ,•_T ( NI O ■ 9'-4•/IO-4' O.G. ABV YAM SAW)�l I I • ■■ 16080 SOD (4 PANELS) ■ I 71 I -4• 5 r-2t Is-b b I CAB BACBNO 031 I �• 16� I 36'-S6•-W AFF. L --- -- G BEDROOM U1ODN CODECFNCE PAOO(E yi• 4G ■ MT NOL � � I O o s=s' , I ■ Y • i - tr b aE. WE2 �`. 3� • I ■ I Y SON BP Y _ A �5 J-- p b i GREAT ROOM C— ® 1W-B• nc I T I 506D EC? M1 N R5 I u I - 9'-' OLD �,IIt 5-10 5-10' O r-r H ■ ■ lay I BEDROOM 2 L_ ss m � � IPM - ry 9.-4. QG b b z o m ? M -8, 6-e' Y-V MASTER PANTR • O O a TEMP GL TO FlR b EDP OF 0 B4• AFr.. BATH �m Y_r -Y' �-{ 5-r ,'-4' 2887 •`a O -' TILE TO QG 6' 6'-4' -6• • h S h MT HOR b' ( S HAND (2)SOAP 0 W_B• B'- ' Ca si b 4. Y-0 Y O Q ■ r DaEs =-- ,._4. BUTIL. 1� BATH + Z - 6.-6' - DINING I I m Id-B' DLG oPr I 12-4' QG I I ! r VB N11 AP 1 ■ 1 .". is 90117E B ARCHED L J b DEN -�" N 7RANSOY ABY BL — J GARAGE SEPARAROI ■ I 9'-4' OLD. ■ ■ ■ ■ REQUIREMENTS 15-7 m D 26 20 YDL SOLID COPE PO DOOR W/ PoVflm R-n GATT DNSUATXRR ■ ■ ■ ■ ■ ■ O JAMB ERSWm rig COVERED "F'""G ENTRY I I (2) 26O ■ c. • ,4•$ CLG h r AO 32'OI N ■ ■■ ■ ■ ■ �ABV YSUB]- L . PULL STM 2 SI 26 ■ ■■ ■■ ■ ■ L�J • O4 0 I I I 2 CAR GARAGE I b I SMOOTH COAT ■ SIUCCO+ I EXCEPT AT 'DRYWALL ,n I $ I= _ I � I O ATTACH P.T. DB I � ABM. GARAGE DDDR PER MANUF. SPECS I � PRE PLUMB I I SEE DETAIL THIS PACE■ LANE FOR FLITUR FRAME -OUT GENERATOR I E7EG rt CHASE 2Y-0' ElEG PAMEL A I A4 I b � it ■ • ■ , SN 28 ■ ■ 0 B•- -1 ' T.aB. II-1 i.O.Bb. II LaRB. Y-r Ya• Y-6' W-.' Y-„' Y-B• Wd r-r r-11• Y-r Y-r V-10' Y-Y 60-O' PROJECT LOG o '0o o v C 9 9 o Q 8 Eo'o� Eo c _ z o � E�uut (n u l I LCu 01G E Mw 0 Q9 o =L c � �C ON O him :3 yy o w�e N ■ E.i C a4 FLOOR PLAN A-2 TANAGR PSL - 20 A TYP. MEDICINE CABINET FDO in St. Lucie County Environmental Health Site PlanApproved for Construction Supersede All Previous Site Plans for OSTDS #66,,-Lfj191;V & Well # Date: l0 /[a Za /l (2) /10 SIMS TOP k BOTTOM 0 EACH STUD FlN91ED CEDING - SEE TYP. WALL SEL71ON 2.6 BLODOVG 0 CABINET LOCATIONS FASTEN EA. END TO STUDS W/ (2) CIO S.M.S EA END 25 GAGE£ OL&NNICL SIAPED SFIAS- (2X4 SR/OS 0 16' 0/C) (W STUDS 0 1{' o/C) W/1 FlAL IFNGTH LATER OF T/2• TYPE GYPSUM WALLBOARD O APPLED MERRY & ATTACHED W/ I' LONG BUGLE HEAD SCHEWS TO EACH SIDE 0 12. 0/C CONE TS G4DGE META. IRACBS TOP 0 BOTTOM CONG FLOOR SLAB MO.R PORS.14.5' CIA A I' LG 0 IS- 0/C W/ I- MMSNRS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SDUZ r/4• - ID- 0)E SAID TOP ! BOTTOM TIP.W SECTION -SEE O TYP. WALL SECTIW CONT. 25 GAUGE METAL IRA TOP d BOTTOM W/ (1) FO SMS 0 24' 25 GAUGE CHANNEL SHAPED STUDS 1/2'07YPEW6VPSIM WALLBOARD 0 APPLm VERIIGLLY k ATFACHm W/ I' LORD BUGLE HEAD SOEWS TO EACH SIDE 012. O/C CONC. FLOOR SLAB BLD PDLS.145' IXA A I' LG / 0 16' 0/C W/ I- WASHERS Vmw IMPACT / LOW E U VALUE SHGC GLAZING AT WINDOWS IMPACT .62 / .2511 AND SLIDING GLASS DOORS TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" DELETE MEDICINE CABS IN MASTER BATH PER PLAN fY AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A 2,443 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 243 S.F. GARAGE 710 SF TOTAL AREA 3,451 S.F. TOTAL AIR VOLUME CUBIC FEET = 23697.1 ADDInONU xOTls� 1. STANDARD HOLLOW CORE RAISED PANEL DOORS 2 TILE TO OLD. IN MASTER SHOWER AND 7-0• IN OTHER LOCATIONS 5 RBEROASS BOARD OR DUR-O-ROCK 70 7-0' All. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-O• F.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCAINWS EXOPT OOSETS. S TIERS. WNDOW% DOOM VERTICAL EDGES OF CEILINGS OR AS NOTED ON RANS S. IONOODOWN CEUNG TEXTURE AND ORANGE PEEL WALL TEXTURE S. R-40 BLOWN -RN OSAATIOI AT ALL A/C AREAS 7. IMPACT WINDOWS R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 B: R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. CEILING TYRCAL Our FWISBD FLOOR SOAP NICHE ewwE Bain ENaDSRE 4 60'-D Is-6' 2r-D• 16-4' Y-1D• 'Y-ID' I 24•-O• -4' 2-6 IS'-Ir S-4• I'-4 10-B' 1'-4• 5-4' I D I 10 FT PAVER EXTENSION Ta -4 zaaa I 9-4 laBB sx ES HIRE no a a BUSED (-— — — — — — —t,•-B,/r , , u s-,• a ■ N Y--r I Y-4- PAVERS tisp BA ■ m COVERED m IL g g 4 aG • I MASTER m l LANAI' a Z ` d 1 -B I 1D-r OG SUITE ,•_T ( NI O ■ 9'-4•/IO-4' O.G. ABV YAM SAW)�l I I • ■■ 16080 SOD (4 PANELS) ■ I 71 I -4• 5 r-2t Is-b b I CAB BACBNO 031 I �• 16� I 36'-S6•-W AFF. L --- -- G BEDROOM U1ODN CODECFNCE PAOO(E yi• 4G ■ MT NOL � � I O o s=s' , I ■ Y • i - tr b aE. WE2 �`. 3� • I ■ I Y SON BP Y _ A �5 J-- p b i GREAT ROOM C— ® 1W-B• nc I T I 506D EC? M1 N R5 I u I - 9'-' OLD �,IIt 5-10 5-10' O r-r H ■ ■ lay I BEDROOM 2 L_ ss m � � IPM - ry 9.-4. QG b b z o m ? M -8, 6-e' Y-V MASTER PANTR • O O a TEMP GL TO FlR b EDP OF 0 B4• AFr.. BATH �m Y_r -Y' �-{ 5-r ,'-4' 2887 •`a O -' TILE TO QG 6' 6'-4' -6• • h S h MT HOR b' ( S HAND (2)SOAP 0 W_B• B'- ' Ca si b 4. Y-0 Y O Q ■ r DaEs =-- ,._4. BUTIL. 1� BATH + Z - 6.-6' - DINING I I m Id-B' DLG oPr I 12-4' QG I I ! r VB N11 AP 1 ■ 1 .". is 90117E B ARCHED L J b DEN -�" N 7RANSOY ABY BL — J GARAGE SEPARAROI ■ I 9'-4' OLD. ■ ■ ■ ■ REQUIREMENTS 15-7 m D 26 20 YDL SOLID COPE PO DOOR W/ PoVflm R-n GATT DNSUATXRR ■ ■ ■ ■ ■ ■ O JAMB ERSWm rig COVERED "F'""G ENTRY I I (2) 26O ■ c. • ,4•$ CLG h r AO 32'OI N ■ ■■ ■ ■ ■ �ABV YSUB]- L . PULL STM 2 SI 26 ■ ■■ ■■ ■ ■ L�J • O4 0 I I I 2 CAR GARAGE I b I SMOOTH COAT ■ SIUCCO+ I EXCEPT AT 'DRYWALL ,n I $ I= _ I � I O ATTACH P.T. DB I � ABM. GARAGE DDDR PER MANUF. SPECS I � PRE PLUMB I I SEE DETAIL THIS PACE■ LANE FOR FLITUR FRAME -OUT GENERATOR I E7EG rt CHASE 2Y-0' ElEG PAMEL A I A4 I b � it ■ • ■ , SN 28 ■ ■ 0 B•- -1 ' T.aB. II-1 i.O.Bb. II LaRB. Y-r Ya• Y-6' W-.' Y-„' Y-B• Wd r-r r-11• Y-r Y-r V-10' Y-Y 60-O' PROJECT LOG o '0o o v C 9 9 o Q 8 Eo'o� Eo c _ z o � E�uut (n u l I LCu 01G E Mw 0 Q9 o =L c � �C ON O him :3 yy o w�e N ■ E.i C a4 FLOOR PLAN A-2 TANAGR PSL - 20 A Vmw IMPACT / LOW E U VALUE SHGC GLAZING AT WINDOWS IMPACT .62 / .2511 AND SLIDING GLASS DOORS TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" DELETE MEDICINE CABS IN MASTER BATH PER PLAN fY AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A 2,443 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 243 S.F. GARAGE 710 SF TOTAL AREA 3,451 S.F. TOTAL AIR VOLUME CUBIC FEET = 23697.1 ADDInONU xOTls� 1. STANDARD HOLLOW CORE RAISED PANEL DOORS 2 TILE TO OLD. IN MASTER SHOWER AND 7-0• IN OTHER LOCATIONS 5 RBEROASS BOARD OR DUR-O-ROCK 70 7-0' All. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-O• F.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCAINWS EXOPT OOSETS. S TIERS. WNDOW% DOOM VERTICAL EDGES OF CEILINGS OR AS NOTED ON RANS S. IONOODOWN CEUNG TEXTURE AND ORANGE PEEL WALL TEXTURE S. R-40 BLOWN -RN OSAATIOI AT ALL A/C AREAS 7. IMPACT WINDOWS R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 B: R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. CEILING TYRCAL Our FWISBD FLOOR SOAP NICHE ewwE Bain ENaDSRE 4 60'-D Is-6' 2r-D• 16-4' Y-1D• 'Y-ID' I 24•-O• -4' 2-6 IS'-Ir S-4• I'-4 10-B' 1'-4• 5-4' I D I 10 FT PAVER EXTENSION Ta -4 zaaa I 9-4 laBB sx ES HIRE no a a BUSED (-— — — — — — —t,•-B,/r , , u s-,• a ■ N Y--r I Y-4- PAVERS tisp BA ■ m COVERED m IL g g 4 aG • I MASTER m l LANAI' a Z ` d 1 -B I 1D-r OG SUITE ,•_T ( NI O ■ 9'-4•/IO-4' O.G. ABV YAM SAW)�l I I • ■■ 16080 SOD (4 PANELS) ■ I 71 I -4• 5 r-2t Is-b b I CAB BACBNO 031 I �• 16� I 36'-S6•-W AFF. L --- -- G BEDROOM U1ODN CODECFNCE PAOO(E yi• 4G ■ MT NOL � � I O o s=s' , I ■ Y • i - tr b aE. WE2 �`. 3� • I ■ I Y SON BP Y _ A �5 J-- p b i GREAT ROOM C— ® 1W-B• nc I T I 506D EC? M1 N R5 I u I - 9'-' OLD �,IIt 5-10 5-10' O r-r H ■ ■ lay I BEDROOM 2 L_ ss m � � IPM - ry 9.-4. QG b b z o m ? M -8, 6-e' Y-V MASTER PANTR • O O a TEMP GL TO FlR b EDP OF 0 B4• AFr.. BATH �m Y_r -Y' �-{ 5-r ,'-4' 2887 •`a O -' TILE TO QG 6' 6'-4' -6• • h S h MT HOR b' ( S HAND (2)SOAP 0 W_B• B'- ' Ca si b 4. Y-0 Y O Q ■ r DaEs =-- ,._4. BUTIL. 1� BATH + Z - 6.-6' - DINING I I m Id-B' DLG oPr I 12-4' QG I I ! r VB N11 AP 1 ■ 1 .". is 90117E B ARCHED L J b DEN -�" N 7RANSOY ABY BL — J GARAGE SEPARAROI ■ I 9'-4' OLD. ■ ■ ■ ■ REQUIREMENTS 15-7 m D 26 20 YDL SOLID COPE PO DOOR W/ PoVflm R-n GATT DNSUATXRR ■ ■ ■ ■ ■ ■ O JAMB ERSWm rig COVERED "F'""G ENTRY I I (2) 26O ■ c. • ,4•$ CLG h r AO 32'OI N ■ ■■ ■ ■ ■ �ABV YSUB]- L . PULL STM 2 SI 26 ■ ■■ ■■ ■ ■ L�J • O4 0 I I I 2 CAR GARAGE I b I SMOOTH COAT ■ SIUCCO+ I EXCEPT AT 'DRYWALL ,n I $ I= _ I � I O ATTACH P.T. DB I � ABM. GARAGE DDDR PER MANUF. SPECS I � PRE PLUMB I I SEE DETAIL THIS PACE■ LANE FOR FLITUR FRAME -OUT GENERATOR I E7EG rt CHASE 2Y-0' ElEG PAMEL A I A4 I b � it ■ • ■ , SN 28 ■ ■ 0 B•- -1 ' T.aB. II-1 i.O.Bb. II LaRB. Y-r Ya• Y-6' W-.' Y-„' Y-B• Wd r-r r-11• Y-r Y-r V-10' Y-Y 60-O' PROJECT LOG o '0o o v C 9 9 o Q 8 Eo'o� Eo c _ z o � E�uut (n u l I LCu 01G E Mw 0 Q9 o =L c � �C ON O him :3 yy o w�e N ■ E.i C a4 FLOOR PLAN A-2 TANAGR PSL - 20 A DELETE MEDICINE CABS IN MASTER BATH PER PLAN fY AC CONC. PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A 2,443 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 243 S.F. GARAGE 710 SF TOTAL AREA 3,451 S.F. TOTAL AIR VOLUME CUBIC FEET = 23697.1 ADDInONU xOTls� 1. STANDARD HOLLOW CORE RAISED PANEL DOORS 2 TILE TO OLD. IN MASTER SHOWER AND 7-0• IN OTHER LOCATIONS 5 RBEROASS BOARD OR DUR-O-ROCK 70 7-0' All. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-O• F.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCAINWS EXOPT OOSETS. S TIERS. WNDOW% DOOM VERTICAL EDGES OF CEILINGS OR AS NOTED ON RANS S. IONOODOWN CEUNG TEXTURE AND ORANGE PEEL WALL TEXTURE S. R-40 BLOWN -RN OSAATIOI AT ALL A/C AREAS 7. IMPACT WINDOWS R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 B: R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. CEILING TYRCAL Our FWISBD FLOOR SOAP NICHE ewwE Bain ENaDSRE 4 60'-D Is-6' 2r-D• 16-4' Y-1D• 'Y-ID' I 24•-O• -4' 2-6 IS'-Ir S-4• I'-4 10-B' 1'-4• 5-4' I D I 10 FT PAVER EXTENSION Ta -4 zaaa I 9-4 laBB sx ES HIRE no a a BUSED (-— — — — — — —t,•-B,/r , , u s-,• a ■ N Y--r I Y-4- PAVERS tisp BA ■ m COVERED m IL g g 4 aG • I MASTER m l LANAI' a Z ` d 1 -B I 1D-r OG SUITE ,•_T ( NI O ■ 9'-4•/IO-4' O.G. ABV YAM SAW)�l I I • ■■ 16080 SOD (4 PANELS) ■ I 71 I -4• 5 r-2t Is-b b I CAB BACBNO 031 I �• 16� I 36'-S6•-W AFF. L --- -- G BEDROOM U1ODN CODECFNCE PAOO(E yi• 4G ■ MT NOL � � I O o s=s' , I ■ Y • i - tr b aE. WE2 �`. 3� • I ■ I Y SON BP Y _ A �5 J-- p b i GREAT ROOM C— ® 1W-B• nc I T I 506D EC? M1 N R5 I u I - 9'-' OLD �,IIt 5-10 5-10' O r-r H ■ ■ lay I BEDROOM 2 L_ ss m � � IPM - ry 9.-4. QG b b z o m ? M -8, 6-e' Y-V MASTER PANTR • O O a TEMP GL TO FlR b EDP OF 0 B4• AFr.. BATH �m Y_r -Y' �-{ 5-r ,'-4' 2887 •`a O -' TILE TO QG 6' 6'-4' -6• • h S h MT HOR b' ( S HAND (2)SOAP 0 W_B• B'- ' Ca si b 4. Y-0 Y O Q ■ r DaEs =-- ,._4. BUTIL. 1� BATH + Z - 6.-6' - DINING I I m Id-B' DLG oPr I 12-4' QG I I ! r VB N11 AP 1 ■ 1 .". is 90117E B ARCHED L J b DEN -�" N 7RANSOY ABY BL — J GARAGE SEPARAROI ■ I 9'-4' OLD. ■ ■ ■ ■ REQUIREMENTS 15-7 m D 26 20 YDL SOLID COPE PO DOOR W/ PoVflm R-n GATT DNSUATXRR ■ ■ ■ ■ ■ ■ O JAMB ERSWm rig COVERED "F'""G ENTRY I I (2) 26O ■ c. • ,4•$ CLG h r AO 32'OI N ■ ■■ ■ ■ ■ �ABV YSUB]- L . PULL STM 2 SI 26 ■ ■■ ■■ ■ ■ L�J • O4 0 I I I 2 CAR GARAGE I b I SMOOTH COAT ■ SIUCCO+ I EXCEPT AT 'DRYWALL ,n I $ I= _ I � I O ATTACH P.T. DB I � ABM. GARAGE DDDR PER MANUF. SPECS I � PRE PLUMB I I SEE DETAIL THIS PACE■ LANE FOR FLITUR FRAME -OUT GENERATOR I E7EG rt CHASE 2Y-0' ElEG PAMEL A I A4 I b � it ■ • ■ , SN 28 ■ ■ 0 B•- -1 ' T.aB. II-1 i.O.Bb. II LaRB. Y-r Ya• Y-6' W-.' Y-„' Y-B• Wd r-r r-11• Y-r Y-r V-10' Y-Y 60-O' PROJECT LOG o '0o o v C 9 9 o Q 8 Eo'o� Eo c _ z o � E�uut (n u l I LCu 01G E Mw 0 Q9 o =L c � �C ON O him :3 yy o w�e N ■ E.i C a4 FLOOR PLAN A-2 TANAGR PSL - 20 A PROJECT LOG o '0o o v C 9 9 o Q 8 Eo'o� Eo c _ z o � E�uut (n u l I LCu 01G E Mw 0 Q9 o =L c � �C ON O him :3 yy o w�e N ■ E.i C a4 FLOOR PLAN A-2 TANAGR PSL - 20 A