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HomeMy WebLinkAboutSewagef 71-e.K M, -I STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATM SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Olianne Reyes PROPERTY ADDRESS: 401 E Midway Rd Fort LOT: 5 & 6 BLOCK: 2 PROPERTY ID # : 3402-6o2-on.rn-nnn-F 'SYSTEM MUST BE CONSTRUCTED IN 381.0065, F.S., AND CHAPTER 64E-6, SATISFACTORY PERFORMANCE FOR ANY WHICH. SERVED AS A BASIS FOR ISSC PERMIT APPLICATION. SUCH MODIFIC" ISSUANCE OF THIS PERMIT DOES NOT STATE, OR LOCAL PERMITTING REQUIRED FOR SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD S A [ ] GALLONS / GPD N [ ] GALLONS GREASE INTERCEPTOR C. K I ] GALLONS DOSING TANK CAPACITY D [ 500 ] SQUARE FEET drainfield R [ ] SQUARE FEET N/A A TYPE SYSTEM: [ ] STANDARD [ ] I CONFIGURATION: [ ] TRENCH [x] B N F LOCATION OF BENCHMARK: SIE BM east I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [18.001 INCHES The system is sized for 3 bedrooms with a maximur O 400 gpd. T H E R SPECIFICATIONS BY: APPROVED BY: I I rr \/ \-- Victor raconti DATE ISSUED: 02/15/2021 DR 4016, 08/09 (Obsoletes all previous edi Incorporated: 64E-6.003, FAC v 1.1.4 PERMIT #:56-SF-2216207 D� 1 APPLICATION #: AP1609312 I DATE PAID: ID DISPOSAL FEE PAID: RECEIPT #: DOCUMENT #: PR1514857 ierc , FL 34982 SUBDIVISION` Indian River Estates [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] 1 :0 ANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION .A. C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE 'IFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, IE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE 'S Y RESUT IN THIS PERMIT BEING MADE NULL AND VOID. I KEM T THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, VEL PMENT OF ,�THIS PROPERTY. !w ! CAPACITY I CAPACITY Y [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] _ SYSTEM _ SYSTEM [x] MOUND r 1 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT V REQUIRED: [ 66.00 ] INCHES of 6 iersons (2 per bedroom), for a total estimated flow of RECEIVED FEB 17 1011 i Permitting Department St. Lucie County (TITLE: Environmental Specialist II Manager St. Lucie CHD I Environmental which may EXPIRATION DATE: 08/15/2022 not be used) Page 1 of 3 AP1609312 SE1482009 � A party whose substantial interes is administrative hearing pursuant to sectloi is 1 proceedings are governed by Rule 28-10 3, F administrative hearing must be in writing and Department, within twenty-one (21) days ' ron Agency Clerk is 4052 Bald Cypress Way, BIB Clerk's facsimile number is 850-413-8743. Mediation is not available as an al terr Your failure to submit a petition.fo he constitute a waiver of your right to an adry inis order'. Should this order become a final i to judicial review pursuant to Section 120 governed by the Florida Rules of Appeltai by filing one copy of a Notice of Appeal w second copy, accompanied by the filing f( appropriate District Court. The notice mu ffected by'this order may petition for an 0.569 an� 120.57, Florida Statutes. Such )rida Administrative Code. A petition for nust be received by the Agency Clerk for the the receipt of this order. The address of the A-02, Tallahassee, Florida 32399. The Agency Live remedy. ring within 21 days from receipt of this order will *ative healing, and this order shall become a 'final a party who is adversely affected by it is entitled lorida Statutes. Review proceedings are cedure. �uch proceedings may be commenced Agency law, of the Department of Health and a quired by law, with the Court of Appeal in the filed within 30 days of rendition of the final order. HEALTH PAYING ON: #: RECEIVED FROM: O PAYMENT,FORM: C MAIL TO: Olianne Reyes FACILITY NAME: { St. Lucie County H alth Department I 5150 N� Milner Dr Port Saint Lucie, FL 34983 PROPERTY LOCATION: 401 E Midway Rd Fort Pierce, FL 34982 Lot: 5&6 BI( Property ID: 3402-602-0050-000-6 EXPLANATION or DES6I TION: 128 - OSTDS Construction System Inspection es 3arch Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan ev ew,New "_71,23` - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Moc, Amendment 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection 2 CONSTRUCTION APPLICATION #: AP1609312 AMOUNT PAID: $ 545.00 PAYMENT DATE: 12/23/2020 QUANTITY FEE 1 $ 5.00 1 $ 45.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 RECEIVED BY: AUDIT CONTROL NO. 56-PID-4835712 ,S STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREK SYSTEM APPLICATION FOR CO ST T AND UCTION PERMIT NO. DATE PAID: ISPOSAL FEE PAID: PERMIT RECEIPT #: ILICATION FOR: ] New System [ ] Existing [ 7 Repair �� ] Abandonm System [ ] Holding Tank [ ] Temporary[ ] Innovative [ l APPLICANT: I TEIt/"rLEPHONE : j��cc AGENT: MAILING ADDRESS: TO BE COMPLETED BY APPLICANT OR APPLICANT'S BY A PERSON LICENSED PURSUANT TO 489.10 APPLICANT'S RESPONSIBILITY TO PROVIDE PLATTED (MM/DD/YY) IF REQUESTING DOCUMENTATION AUTHORIZED (3)(m) OR RATION_OF AGENT SYSTEMS MUST BE CONSTRUCTED 489.552, FLORIDA STATUTES. IT IS THE OF THE DATE THE LOT WAS CREATED OR STATUTORY GRANDFATHER PROVISIONS. -CON31D PROPERTY I FORMATION --=- Y�------_---�_�—----_ LOT: BLOCK: Z SUBDIVISION: PROPERTY ID #: � r I � � r �� PLATTED: NG: r I/M OR EQUIVALENT: [ Y / N PROPERTY SIZE:ACRES WATER S PP Y: [ ] RIVATE PUBLIC <=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, 1IS? [ Y N i]2 DISTANCE ANCE TO SE R • FT PROPERTY ADDRESS: j ��ja'Ill /fe L�� DIRECTIONS TO PROPERTY: I I I I I BUILDING INFORMATION [!ij'� SI ENTIAL [ ] COMMERCIAL Unit Type of No, of No Establishment Bedroo�s Buil.dinf� Area Sgfjt Commercial/Institutional System Design Table 1, Chapter 64E-6, FAC 1 2 3 4 [ ] Floor ins SIGNATURE: Oth r (SpecifIfA y) DATE: )H 4015, 08previous editi Incorporated 64E-6.0�01, FAC ns which may not be used) Page 1 of 4 19� STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREAT$ SITE EVALUATION AND APPLICANT: Olianne CONTRACTOR / AGENT: LOT: 5 & 6 SUBDIVISION: Olianne Indian River Estates TO BE COMPLETED BY ENGINEER, HEALTH DEPAI REGISTRATION NUMBER AND SIGN AND SEAL EACH P; PROPERTY SIZE CONFORMS TO SITE PLAN: TOTAL ESTIMATED SEWAGE FLOW: 400 AUTHORIZED SEWAGE FLOW: 2275.0e UNOBSTRUCTED AREA AVAILABLE: 900.00 BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE OF X] SI BM 20: 0 j APPLICATION # .AP1609312 ISP4SAL SYSTEM PERMIT # 56-SF-2216207 ECIFICATION DOCUMENT # SE1482009 I 2 302-0 50-000-6 EMPLOYEE, IOR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE UBMITTAL. COMPLETE ALL ITEMS. [ ]NO NET USABLE AREA AVAILABLE: 0.91 ACRES PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] IUNOBSTRUCTED AREA REQUIRED: 750.00 SQFT [I INCHES I/ FT ] [ ABOVE /I BELOW I] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROd THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 75 FT DII CHE /SWALES: 15 FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE' FT 1 PRIVATE: 75 FT NON -POTABLE: 50 FT BUILDING FOUNDATIONS: 5 FT I RO ERTY LINES: 5 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING? [' ]is [X] Ij 10 YEAR FLOOD ELEVATION FOR SITE: T[ MSL / r RATT. PRr1FTTM TMWADMamTAXT ermc t USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Dept 1 OYR 5/2 Fine Sand 0 To 10YR 6/2 Fine Sand 8 To 36 1 10YR 7/2 Fine Sand 24 To 3' 10YR 2/1 Sandy Clay Loam 36 To d6 10YR 4/4 Fine Sand 66 To 7, OBSERVED WATER TABLE: 84.00 INCHES [ ABOV / ESTIMATED WET SEASON WATER TABLE ELEVATION: HIGH WATER TABLE VEGETATION: [ ]YES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH I X ] REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR7h st. at 24 inches in SB1. SB1 and SB2r¢0 inches biRow BM.tQamo we E 10 YEAR FLOODING? [ ]YES [X]NO] GVD ] SITE ELEVATION: FT [ MSL / NGVD SOTT. PRAFTT.F. T7JrnDMnTTnT.1r CTr"W O USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture 1DYR 5/2 Fine Sand Depth 0 To 8 10YR 6/2 Fine Sand 8 To 36 10YR 7/2 Fine Sand 24 To 36 10YR 2/1 Sandy Clay Loam 36 To 66 10YR 4/4 Fine Sand 66 To 72 ]] I EXISTING GRADE TYPE: [ PERCHED / APPARENT ] INCH S [ ABOVE / BELOW ] EXISTING GRADE MO TLING: [X]YES [ ]NO DEPTH: 24.00 INCHES Fine Sand/0.60 DEPTH OF EXCAVATION: 66 INCHES [ �] OTHER (SPECIFY) in 10Y96/2 matrix >10% with diffused boundaries starting SITE EVALUATED BY: Reinhold, Todd (Title: Environ' nenta Specialist II) (Florida Department of Health In Ok DR 4015, 08/09 (obsoletes previous editions which may not b used) Inc rporated: 64E-6.001, FAC AP16O9312 IEID2216207 DATE: 02/10/2021 Page 3 of 4 v 1.0.2 Michelle Franklin, CFA -- Saint Site Address: 401 E Parcel ID: 3. MIDWAY RD 000-6 Use Type: 0000 Jurisdiction: County Ownership William Vega Olianne Reyes 8201 NW 36th AVE Miami, FL 33147 Current Values i 9 ci a County Property Appraiser -- All rights reserved. p rty.Identification •0 50- ccount #: 36491 Sec/Town/Range: 02/36S/40E Map ID: 34/02N Zoning: RS-3 - Cou ici 1y Legal Discription INDIAN RIVER ESTATES -UNIT 1- BLK2 LOTS 5 AND 6 (MAP 34/02N ) 5 Historical Values 3-year Just/Market: $33,700 Assessed: $21,029 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $21,029 2 20 $33,700 $21,029 $0 $21,029 2 19 $33,706 $19,118 $0 $19,118 2,18 $27,600 $17,380 $0 $17,380 ale. Hist ry Date Book/Page Sale ode Deed Grantor Price 08-06-2020 12-23-2015 4461 / 0876 0001 3832 / 1309 0311 WD + IRE MC Properties LLC WD $60,000 02-08-2010 3176 / 0368 0312 Cannon Eddie M SP Seacoast National Bank $100 $45,000 Prirn 'ryBuilding Information Fin: hed Area of this Uuilding: 0'SF Gro s Sketched Area: 0 SF I Exterior Data View: Roof Cover: Roofs Structure: Building Type: Year Built: N/A Frame: Grae: Effective Year: N/A Primary Wall: Story Height: No. 'Units: 0 Secondary Wall: Interior Daia Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat4Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% HeatlFuel: Primary Floors: , a,�v1a� Of _.,k td'i ulnavaifa7 fo, C'1151'3i Special Type All information is believed to be convect at 0 Copyright 2020 Saint Total Areas y Finished/Under Air 0 j (SF): i Gross Sketched Area 0 (SF): , Land Size (acres): 0.91 Land Size (SF): 39,600 Total Building Count: 1 i Tres and Yard 'items a i nits Year Blt a but is subject to change and is provided without an _ ,g P y warranty. mty Proper, ty Appraiser. All rights reserved. , i SHEET 1 OF 2 SURVEY SKETCH) . . SURVEYNOT COMPLETE WITHOUT ALL SHEETS MAP OF BOUNDARY SURVEY PREPARED'FOR OLIANNE REYES SITE BENCHMARK #2 ELEVATION = r6 r69 16.87 (NAVD '88) 99 6' SITE BENCHMARK #1 EAST MIDWAY ROAD j�— _ ELEVATION = ._..—,..—.._..—..—..—.. (100 R/W) NE CORNER OF 16.79 (NAVD '88) r� x 6A � x BLOCK 2 b I ' c:) 32' SPHALT ROADWAY o ° rg s's °E ottio�o N58°11'00 Orp 296,00' ::_,--.,•.;N58°1l'00°E 132.00"..... '� IR 5/8) 7.5- �`n W(OIND0 2o �Q (NO ID) I a Mwrow _ 0. ,.gym I o BEARING `O 18.6 BASIS f 18. PROP 18.9 DRIVEWA?`I 9.0 18.9 3 „o® 17.9 v1W 17..9 ' ROP S i �' �Q RESIDtNC W P P05 940 p O �O a Z (� W 18.7 u � PROP ED 1 .9 W r PORIH o 4�1 30,0' ,IQI'D 9.0' 0 18.9 18.9 6 o £ �A217.9 I o I 17.9 r,i�ti LOT 4 LOT 7 I �� BLOCK 218 BLOCK 218 I OCCUPIED FFE = 19.4 CD T6 LOT 0 o BLOCK 218 I BL CK 218 0 ,6 I ,D Datef A roved: Floridc Depa of ealth i eechob _ Coun By: RECEIVED FEB 17 1011 FIR 5/B" 19.4 (NO ID) I �!3� 19.4 FIR 5DBw Permitting Department N ( ) St. Lucie County t~ S58 '00"W 132.00' tip• NOTES. ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND MEASURED, UNLESS OTHERWISE SHOWN. ELEVATION NOTES. ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). NORTHARROW & GRAPHIC SCALE P.U. &D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE PER HEALTH DEPARTMENT. 0• 40' 1 40 ' SOUTHEASTERLY RIGHT OF WAY LINE OF EAST MIDWAY ROAD. PERMIT NUMBER AND CONTACT N/A EX MwGELEVA7TON= 0pPROPOSED ELEVATION-\0_0 DRAINAGE ARROW=--.�- JOB #'- 2010-109 REVISION - KNO W IT NO W, INC. PROFESSIONAL SURVEYING AND MAPPING. 5220 US HIGHWAY 1, # 104 • VERO BEACH, FL 32967 PHONE - (888) 396-7770 - WWW KINSURVEYORS. COM . FIELD DATE - 11/04/2020 REv7S1ON- REVISION -ADD SEPTIC/WATER LOVE 11.19.20 REVISION- REVISION -MOVE SEPTIC 11.23.20 REVISION- REVISION- REVISION- REVISION- REVISION- FLORIDA BUSINESS CERTIFICATE OFAUTHORIZATION NUMBER LB 6912 SHEET 2 OF 2 SURVEYDETAILS - SURVEYNOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: JOB NUMBER: 2010-109 LOTS 5 AND 6, BLOCK 2, INDL4N RIVER ESTATES, UNIT ONE, ACCORDING TO THE MAP OR PLAT THEREOF, AS FIELD WORK DATE: 1110412020 RECORDED IN PLAT BOOK 10, PAGE(S) 43, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY ADDRESS: 401 EAST MIDWAY ROAD, FORT PIERCE, FL 34982 SURVEYOR'S LEGEND A/C = AIR CONDITIONING BB - BEARING BASIS BFP = BACKFLOW PREVENTER BLDG = BUILDING BLK = BLOCK BM = BENCHMARK C = CURVE CATV = CABLE T. V. RISER CB = CATCH BASIN CL = CENTERLINE CLF = CHAIN LINK FENCE CLP = CONCRETE LIGHT POLE CONC = CONCRETE CP = CONTROL POINT CPP = CONCRETE POWER POLE D = DEED DF = DRAINFIELD ELEV = ELEVATION EM = ELECTRIC METER BOW = EDGE OF WATER EP = EDGE OF PAVEMENT F = FIELD FCM = FOUND CONCRETE MONUMENT FFE = FINSHED FLOOR ELEVATION RIP = FOUND IRON PIPE FIPC = FOUND LRON PIPE AND CAP FIR = FOUND IRON ROD FIRC = FOUND IRON ROD AND CAP FN = FOUND NAIL FN&D = FOUND NAIL AND DISC FND = FOUND FPK = FOUND PK NAIL FPKD = FOUND PK NAIL AND DISC FRRSPK = FOUND RAILROAD SPIKE GAR = GARAGE HYD = FIRE HYDRANT ID = IDENTIFICATION L = LENGTH LB # = LICENSED BUSINESS LS # = LICENSED SURVEYOR M = MEARSURED MB = MAP BOOK MES = MITERED END SECTION MH = MANHOLE AMP - METAL LIGHT POLE OHW = OVERHEAD WIRES P = PLAT PB = PLAT BOOK FLOOD INFORMATION.• PANEL NUMBER: 12111 CO189K FIRM DATE: FEBRUARY 19, 2020 FLOOD ZONE. X BASE FLOOD ELEVATION: NA COMMUNITY NAME: ST. LUCIE COUNTY COMMUNITY NUMBER: 120285 AERIAL PHOTOGRAPH PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTOL POINT POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PP = POOL PUMP PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS RNG = RANGE R/W = RIGHT OF WAY S = SEPTIC SEC = SECTION - D AND CAP LINETYPES = BOUNDARY LINE = STRUCTURE LINE — — = CENTERLINE - — — — - = EASEMENT LINE -o--o—� = FENCE LINE -------------- = OLD LOT LINE SYMBOLS SIR -SET Il20N RO SPKD = SET PK NAIL AND DISC = I= HYDRANT S V - SEWER VALVE IBM = TEMPORARY BENCHMARK ® = WATER METER TOB = TOP OF BANK POWER POLE TWP = TOWNSHIP TR - TELEPHONE RISER ®= GAS SERVICE TYP = TYPICAL WIT - WITNESS = LIGHT POLE WLP = WOOD LIGHT POLE WM = WATER METER ®= WELL WPP = WOOD POWER POLE WV = WATER VALVE = BENCHMARK ® =.CATCH BASIN 0 =SANITARY MANHOLE ® = CABLE T. V. SERVICE 0 = ELECTRIC SERVICE ® = TELEPHONE SERVICE ® =DRAINAGE MANHOLE n4 -SANITARY SERVICE SURVEYOR'S NOTES 1. UNDERGROUND UTIL=E,,',BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT;THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAV NOT BE COMPLETE.. 2. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 3. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 4. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ELECTRONIC OR ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. FENCES SHOWN ON SURVEYARE FOR ILLUSTRATIVE PURPOSES ONLY. FENCE TIES SHOWNARE RELATIVE TO THE CENTER OF SAID FENCE. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL AND/OR CHANGES TO ANY FENCES UNLESS THE SURVEY WAS PROVIDED SPECIFICALLY FOR FENCE LOCATION PURPOSES. 6. PROPERTY LINES AND OR IMPROVEMENTS SHOWN WERE PHYSICALLY LOCATED BY FIELD SURVEY. 7. MONUMENTS FOUND OR SET ARE SHOWN, CALCULATED LINES AND INFORMATION IS NOTED BY (C). 8. COMPUTATIONS OF LINES AND OR DATA NOT FOUND ARE SHOWN AS (C). 9. ACCURACIES OBTAINED IN THIS SURVEY IS GREATER THAN (RURAL) l' IN 5000, (SUBURBAN) PIN 7500', (COMMERCIAL) 1' IN 10, 000'. 10. PRIOR TO SURVEY INFORMATION OBTAINED WAS LEGAL DESCRIPTION FROM CLIENT OR FROM PUBLICLY PUBLISHED COUNTY TAX COLLECTOR SITE, RECORDED PLATS AND OR SECTION CORNER RECORDS IF APPLICABLE. 11. IF ONLY A DIGITAL SURVEY COPY IS REQUIRED A SURVEY REPORT WILL BE PLACED IN FILE. THE DIGITAL SURVEY IS NOT FULL AND COMPLETE WITHOUT THE SURVEY REPORT FILE. SURVEYOR'S SIGNATURE CERTIFIED TO: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA OLIANNE REYES LI LICENSED SURVEYOR BELOW. THE SURVEYOR HEREBY CERTIFIES THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES SET FORTH IN CHAPTER 5J-17.062 OF THE FLORIDA ADMINISTATNE CODE, PURSUANT TO SECTION 472.025, FLORIDA STATUTES. THE SURVEYOR HEREBY CERTIFIES THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE FOR SURVEYS, SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 AND SI-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. -� � 12• �• 2n BILL HYA DATE SURVEYOR AND MAPPER #4636 STATE OF FLORIDA FLORIDA BUSINESS CERTIFICATE OF AUTHORIZATION NUMBER LB 6912 NOW s R NO W INC. PROFG AND D MAPPING 5220 US HIGHWAY 1, # 140 VERO BEACH, FL 32967 PHONE - (888) 396-7770 WWW.KINSURVEYORS. COM w —A" L-11 — — — — — PRE -CAST LINTEL — — — — I 84"X63" EGRESS GLIDER IMPACT L-6 13'-1'jY4" a MASTER SUITE 0 - �RI 9'-4" CLG/CARPET 01) ff owc ■ 2000 2880 I I I a ■ I I - I c .I W.I.C. �39' REF. SPAC. rl m W x I o i! 5 DEEP SHAMPOO ■ CUBBY. COORE,. SIZE & LOCATION WITH OWNER o SLA' y DRAM I I M. BATH 2' 2" 9'-4" CLG/TILE Kid 4'-2%" DRYER 64�^368 1880BF 0BF ,D L-12 ---------- PRE -CAST LINTEL COVERED PATIO 9'-4" CLG/CONC. —A10 t4) PNL 'X8' SGD IM AFT L-5 LIVING ROOM 10'—B" CLG/TILE —d" "m I ry ins I 8'-4" .', KITCHEN 10'-8" CLG/TILE FLAT -TOP COUNTER — — -- — — — — — — — — d. — o CUSTOM KITCHEN DESIGN BY OTHERS © - - COLUMN RANGE W/VTR M 0 HOOD ABOVE ih WALL OVEN 6' OPNG. 2'-4 — — — STEEL — COLUMN N 1 II DINING ROOM *DESIGN FOR STORAG T— 22' X 51 ATTIC jpL/�LACDOWN I❑�° L STAIRS— _J 3"DIA.x48" STEEL (FIELD LOCATE) GUARD POST wN"xiO" SQUARE BASE w/W Y2"x2 X" WEDGE BOLTS 2—CAR GARAGE 9'-4" CLG/CONC. 0 PICTURE WINDOW L-b 1C ENTRY PORCH R —All J 13'-6"° 00 R KITH L-2 Lo lCL� a MIN IN _1 = BATH #312'-2,Y" 9'-4" CLG/TILE �+ HB p 288DPKT y4j -�- DEEP SHAMPOO CUBBY. COORD. PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDLh._E, MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL- LENGTH LINTEL TYPE SAFE GRAVITY LOAD APPLIED GRAVITY ` LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 7'-6- 8RF14=1B/1T 2459 200 1364 200 L--2 6'-6" 8F16-16/1T 3480 200 1868 200 L-3 4'-0" 8F16-1B/1T 6113 200 3060 200 L-4 4'-4" 8RF14-1B/1T 5206 900 2362 500 L-5 17'-4" 81`16-113/2T 950 900 506 500 L-6 9'-4" 8F16-1B/1T 1843 1800 1136 1100 L-7 5'-4" 8F16-1B/1T 5365- 200 2276 200 L-8 5-10" 8F16-1 B/1 T 4360 200 2080 200 L-9 21'-4" 81`24-16/1T 1114 200 480 200 L-10 13'-4" BF16-1B/1T 1075 200 607 200 L-11 15'-4" BF16-1B/2T 1250 500 616 600 L-12 22'-0" 81`16-1B/2T 550 200 358 200 SIZE & LOCATICNNOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN IF 60BOBF �; WITH OWNER r NOTE: PROVIDE "CASTCRETE" PRE —CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL. ■ 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. BEDROOM #3R 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION, L-z 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL 9'-4" CLG/CARPETY W MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND, REBAR THROUGH LINTEL @ EACH SIDE OF OPENING. �^ 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. ■ 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. ED 7. SEE TYPICAL LINTEL SECTION FOR CAST—CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL, STEEL PLACED IN BOTTOM OF ■ r PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM. I 12'-2" #5 REBAR I ALONG TOP OF WALLS •. `' i 1 1=1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED 8" BOND BEAM BLOCK BEDROOM # 2 Rw QUANTITY OF #5 REBAR AT � 603 ` (RINKER/CEMIX #T81 OR EQ.) O L-2 BOTTOM OF LINTEL CAVITY GROUT SOLID 9'-4" CLG/CARPET ;' (3QQD Psi) X� I p J w y F1 6-1 B/1T 5 REBAR AT BOTTOM �a t—QUANTITY OF JS io 3 4" CLEAR OFF" L REBAR AT TOP L `C CAVITY R NOMINAL HEIGHT L CITE NOMINAL. WIDTH I 7 5j8" 8 PRECAST LENTIL - _ M1 8" NOMINAL WIDTH, 22 X30'-1 4880BF_- t -I . �, - �."�..�s a•.«. ,i. ,_...--_-.,—,�..... L� -- '� TYPE DESIGNATION 8F1 60 ANITY w '¢ - Date:__- I roved. ®I' T H # 2 .� L_3 Florida Dep of I Okeechob County i '-4" CLG/TILE `. � 9y: mDEEP SHAMPOO 22, CUBBY. COORD. s ° SIZE & LOCATI WITH OWNER CORNER SEAT 51- 11 ■ 0 I I 11'-4" � � I DEN I HB R 9'-4" CLG/CARPET' L_t I 3t� L-2Ho LEGEND 63"Xb3 .GLIDER 9'-4"H x 8" CMU MASONRY WALL 6'-8" IMP T 6°-0" ■ ■ ■ 1 '-8 121-8"H x 8" CMU MASONRY WALL- B9X OUT SOFFITBEAM---------------- BOT. al — PRE -CAST LINTEL L-9 POINT OF BEARING HEIGHT CHANGE FROM 9'-4" TO 12'-8" 53'ILO" L m POINT OF BEARING HEIGHT 'o CHANGE FROM 9'-4" TO 12'-8" R-11 INSULATION INTERIOR 2x6 STUD BEARING PART111ON WALL INTERIOR 2x4 STUD NON —BEARING PARTITION WALL' R ¢ L-1 1 PRE —CAST CONCRETELINTEL DESIGNATION (SEE SHEET —Al) VTR SOIL PIPE VENT THROUGH ROOF lk 63"x63" GLIDER WINDOW MARK (ALL IMPACT) WINDOW AND DOOR NOTE: ** IT IS THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON —ABSORBENT MATERIALS AS PER FBC 2DI7 REG. ALL GLASS ALONG ATUB OR SHOWER, WITH A SILL LESS THAN 80" SHALL BE TEMPERED AS PER FBC 2017 REG. (63"W x 63"H OPENING) NOMINAL AREA T VN (SEE MANUFACTURER'S SPECS FOR DETAILS) _ LIVING: 2,455 SQ. FT. 2880 INTERIOR DOOR MARK (2°—B"W x 8'-0"H OPENING) GARAGE: 451 SQ. FT. COVERED PATIO: 551 SQ. FT.' 2°-0" 6'xB' GLAZED DBL DR EXTERIOR DOOR MARK (ALL IMPACT) ENTRY PORCH: 166 SQ. FT. (6'-0"W x 8'-0"H OPENING) NOMINAL (SEE MANUFACTURER'S SPECS FOR DETAILS) TOTAL: 3,623 SQ. FT. EO e DRAFTING SF'-RVICHS row>ume PHONE: (772) 237-7942 W W W.TRHA3URECOMMRAFrM COM o � c � z A A U , j �z . l/ O v J � V1 �;i m 0+ L� M n J ..g7 LZ cc JoW LN0 N.10 1;; �ory J N cd iLUl In M1 z V Lu Lti m 7/i Lu 0 Ln a N 0 M1 04 Date: SCALE: 1/4" = P-O" JOB No: 520-1071 RECEIVED FEB 1 71011. rmitting Department .. St. Lucie County