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HomeMy WebLinkAboutSewagepI,oII2 'STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM ��C�ER3 CONSTRUCTION PERMIT FOR: APPLICANT: Simel Jefferson Jto 1. � 1a11 OSTDS Existing Modification®r Sttt�uc1e County PROPERTY ADDRESS: 4501 Avenue Q Fort Pierce, FL 34947 LOT: BLOCK: SUBDIVISION: PROPERTY ID #:. 2406-131-0001-020-8 PERMIT #:56-SF-2290025 APPLICATION #: AP1661952 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT # : PRI695236 [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 [ 1,200 ] GALLONS / GPD Septic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 375 ] GALLONS DOSING TANK CAPACITY [77.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 575 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: orange spot, CL of driveway, center of sidewalk I ELEVATION OF PROPOSED SYSTEM SITE [ 5.00 ][ INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R ILL REQUIRED: [ L.UU] INCHES EXCAVATION REQUIRED: [ bb.UU] INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow of 460 gpd. Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. DOSING TANK NOT REQUIRED IF GRAVITY FLOW TO DRAINFIELD CAN BE ACHEIVED. SPECIFICATIONS BY: Brian J In TITLE: n � Environmental Specialist III APPROVED BY:TITLE: Environmental Specialist III St. Lucie CHD Brian J Ing DATE ISSUED: 07/08/2021 EXPIRATION DATE: 01/08/2023 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 AP1661952 SE1551516 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. HEALTH . St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #: 56-SF-2290025 BILL ooc #:56-BID-5301717 CONSTRUCTION APPLICATION #: AP1661952 RECEIVED FROM: Simel Jefferson AMOUNT PAID: $ 130.00 PAYMENT FORM: CASH PAYMENT DATE: 05/07/2021 MAIL TO: Simel Jefferson FACILITY NAME: PROPERTY LOCATION: 4501 Avenue Q Fort Pierce, FL 34947 Lot: Block: Property ID: 2406-131-0001-020-8 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - Surcharge (All) 1 $ 45.00 131 - OSTDS Construction Application & Existing System E 1 $ 50.00 139 - OSTDS Application Approval Existing, No Insp 1 $ 35.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4976809 HEALTH. St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: #: 56-SF-2290025 BILL DOC #:56-BID-5327542 CONSTRUCTION APPLICATION #: AP1661952 RECEIVED FROM: Simel Jefferson AMOUNT PAID: $ 250.00 PAYMENT FORM: CASH PAYMENT DATE: 05/28/2021 MAIL TO: Simel Jefferson FACILITY NAME: PROPERTY LOCATION: 4501 Avenue Q Fort Pierce, FL 34947 Lot: Block: Property ID: 2406-131-0001-020-8 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 124 - OSTDS Construction Repair or Mod Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-5004557 Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Simel Jefferson 2001 N 49th Street Fort Pierce, FL 34947 qq ,� HEALTH Vlslon : To be the Healthiest State in the Nation RE: Contingency Letter Application Document No: AP1661952 Centrax Permit Number: 56-SF-2290025 OSTDS Number: 4501 Avenue Q Fort Pierce, FL 34947 Lot: Block: Dear Applicant: June 09, 2021 Subdivision: Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General This will acknowledge receipt of an application dated 05/07/2021 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing tank does not meet current size requirements and your existing drainfield is too small. Replace or supplement tank and increase the size of the drainfield to meet current rule requirements. If you have any questions on this matter, please call our office at (772) 873-4905. Sincerely, Brian Ingram, Environmental Specialist III Enclosures cc: Florida Department of Health www.FloridaHealth.gov in ST. LUCIE COUNTY TWITTER:HealthyFLA 5150 NW Milner Dr, Port Saint Lucie, FL 34983 FACEBOOK:FLDepartmentofHealth PHONE: (772) 873-4931 FAX: (772) 8734893 1 YOUTUBE: fldoh STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION F ° t APPLICANT:1� CONTRACTOR / AGENT: LOT: BLOCK: SUBDIV: PERMIT # ID#: TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE., SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EX�IpSTING TANK INFORMATION [ C� ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: I /1 ' BAFFLED.[Y / [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ ] --------------------------------------------------------------------- I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON 6ey- , HAVE THE VOLUMES SPECIFIED AS DETERMINED BY [ DIMENSIONS / IL IN LEGEND ], ARE FREE.OF OBSERVABLE I , AND HAVE A [ SOLIDS DEFLECTION DEVICE LET FILT I T LED. �$ SIGNAAME OF LICENSED CONTRACTOR BUSINESS NAME ATE' EXISTING DRAINFIELD INFORMATION [® ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X I ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [�] BED [ ] DESIGN: [ ] HEADER [b,�] D-BOX [V j GRAVITY SYSTEM [ ] DOSED SYSTEM ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION TO EXISTING GRADE_ INCHES [ ABOVE / EL W] SYSTEM FAILURE AND REPAIR INFORMATION [ 1414- ] SYSTEM INSTALLATION DATE TYPE OF WASTE Vk] DOMESTIC [ ] COMMERCIAL [ -jj06 ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER [a,[] TABLE 1, 64E-6, FAC SITE [ ] DRAINAGE STRUCTURES ( ] POOL [ ] PATIO / DECK [ ] PARKING CONDITIONS: [ ] SLOPING PROPERTY [ ] NATURE OF [ ] HYDRAULIC OVERLOAD [ ] SOILS MAINTENANCE [ ] SYSTEM DAMAGE FAILURE: [ ] DRAINAGE / RUN OFF [ ] ROOTS [ 7 WATER TABLE [ ) FAILURE [ ] SEWAGE ON GROUND SYMPTOM: [ ] PLUMBING BACKUP REMARKS/ADDITIONAL CRITERIA [ ] TANK [ j D BOX/HEADER [] DRAINFIELD SUBMITTED BY: TITLE/LICENSE C®lv4hv DH 4015, 08/09 lObsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC DATE: Page 4 of 4 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser --All rights reserved. Property Identification Site Address: 4501 Avenue Q Parcel ID.: 2406-13 1 -000 1 - Account #: 150176 Sec/Town/Range: 06/35S/40E 020-8 Map ID: 24/06N Zoning: RS-4 Count Use Type: 0100 Jurisdiction: Saint Lucie County Ownership Legal Description Simel Jefferson 6 35 40 THAT PART OF SEC MPDAF: FROM NE COR OF SW 2001 N 49th ST 1/4 OF NE 1/4 RUN S 100 FT, TH N 89 49 10 W 136.69 FT TO Fort Pierce, FL 34947 POB, TH CONT N 89 49 10 W 92.40 FT, TH N 00 00 00 E 90 FT TO S RD R/W LI OF AV Q, TH S 89 49 10 E ALG AS R/W LI 176.72 FT TO WLY R/W LI OF N EMERGENCY RELIEF CANAL, TH S 43.13 05 W ALG WLY R/W LI 123.13 FT TO POB (0.28 AC) Current Values Historical Values 3-year Just/Market: $112,000 Assessed: $112,000 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $112,000 2020 $112,000 $112,000 $0 $112,000 2019 $109,200 $109,200 $0 $109,200 2018 $93,100 $74,669 $0 $74,669 `Date -09-18-2020 03-22-2018 03-04-2003 View: Year Built: 1978 Primary Wall: CB Stucco Bedrooms: 2 Full Baths: 2 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor 4483 / 2412 0111 QC CPS Family LLC 4111 / 1260 0111 QC Salter Lawrence C 1670 / 0750 XX00 WD Jacobson Auction Co Inc Primary Building Information Finished Area of this building: 2,196 SF Gross Sketched Area: 2,336 SF Roof Cover: Dim Shingle Frame: Story Height: 1 Story A/C %: 100% Heated %: 100% Sprinkled %: 0% Exterior Data Roof Structure: Gable Grade: C No. Units: 1 Interior Data Electric: MAXIMUM Heat Type: FrcdHotAir Heat Fuel: ELEC Total Areas Price $100 $25,000 $74,800 Building Type: HC Effective Year: 1978 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Carpet Finished/UnderAir 2,196 (SF): Gross Sketched Area 2,336 (SF): - Land Size (acres): 0.59 Land Size (SF): 25,660 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt Driv-Concret 1 720 1978 All information is believed to be convect at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. Ingram, Brian J From: SEAN BACCHUS <sean.bacchus@mail.com> Sent: Thursday, February 4, 2021 12:43 PM To: Ingram, Brian J Subject: 4501 avenue Q Mr Brian Ingram, In regards to 4501 avenue q we are replacing the sceptic tank at almost the same place the existing one is at There should be no encroachments on any wells or other sceptic tanks around the other properties Thank You r Sean Bacchus AB Survey Cell# 772-267-0596 Sent from Mail for Windows 10 1 LEGEND ROW - RIGHT--OF-WAY LR - IRON ROD WPP - WOOD POWER POLE PP - POWER POLE LB - LICENSED BUSINESS FIR - FOUND IRON ROD CL - CENTERLINE FND - FOUND U WM - WATER METER D - DEED PG- PAGES M - MEASURED MANHOLE PB- PLATBOOK � FIR- FOUND IRON ROD &CAP F.F. - FINISH FLOOR ID. -ION PI CATION IP -IRON PIPE Q T 30 15 NAw - NORTH AMERICAN CL - ELEVATION �� VERTICAL DATUM D/W - DRIIVVE'WAY DUE - DRAINAGE UTILITY EASEMENT ' 17.50 i LEGAL DESCRIPTION." 4503 AVENUE Q OCCUPIED 6 35 40 THAT PART OF SEC MPDAF: FROM NE COR OF SW 1/4 OF NE 1/4 RUNS 100 FT, TH N 89 491O W 136.69 FT TO POB, TH CONT N 89 49 10 W 92.40 FT, TH N 00 00 00 E 90 FT TO S RD R/W U OF AV 17.40 Q, TH S 89 4910 E ALG AS R/W U 176.72 FT TO WILY R/W U OF N EMERGENCY RELIEF CANAL, TH 5 43.13 05 W ALG WLY R/W U 123.13 FT TO POB (0.28 AC) AS RECORDED IN PUBLIC RECORDS SAINT WCIE COUNTY CLERK OF COURTS, FLORI DA SECTION 06 TOWNSHIP 35 SOUTH RANGE 40 EAST 4501 AVENUE Q, FORT PIERCE, FLORIDA -sE PARCEL CONTROL NUMBER 2406-131-0001-020-8 1. LANDS F�RA�E N RE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EAgNEN1S OF RECORD NO SEAM OF PUBLIC RECOROS AS BEEN DOFF BY THIS OFFICE , 2. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS. 3. ELEVATIONS SHOWN ARE NAw 00. SA NT LUCE COUNTY IF SHOWN +. LEGAL DEDE saIPnaK SRPPUfD BY aLENT. S. No STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE DEEM LOCATED OTHER THAN WHAT S SHOYRL HETEON. EL BEARINGS SHOWN HEREON ARE CONFORMED 70 PLAT UNLESS 01HERWIS: NOTED;BEARING BASS EAST QUATER SECTION LINE AND BEARS SOUTH 100' FEET 7. 45M AVENUE Q AS MONUMENTED AND SHOWN ON DRAWING. B. ENCROACHMENTS OF UNDERGROUND FOUNDATIONS, IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED AS PART OF THIS SURVEY UNLESS SHOWN HEREON. 9. THIS MAP AND ALL SHEETS ATTACKED ARD REPRODUCTION THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FiDIBDA CQNSED SURVEYOR AND MAPPER. 10. FLOOD ZONE K MAP PANEL 12111CD178J EFFECRVE DATE 02,16/2012 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD FEET. 12. ADDRIONS AND OR DEUMONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WT87TEN CONSENT OF THE SIGNING PARTY OR PARTIES 1A SURVEY TRAVERSE EXCEEDS 1:1%000 14. EXPECTED USE OF T10S SPECIFIC PURPOSE SURVEY FOR PERMITTING OF SCEPTIC TANK AND DRA WFIELD. 12W AVENUE 0 D 176.72' N SB9 49'10'E C) 12' CONCRETE DRKWAY OVE EXISTING AND 04 N ENTRY 25' 4,140' m N F11-11. 1 STORY RESIDENCE o FOUND 1/Y R MC LB 65Di 1000 GALLON SCEPTIC T," WITH BBB SQ FT OF UNOBSTRUCTED 11.5000NCRETE OWSLAB O� 0� �G .15 �G{� BLINDING SETBACC NNW LIMAL 065CPoPTroN FD`M nit."EL'1 6"t. ounty Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for r QSTDS #. 'Dater Reviewer: LEGEND ' ROW - RIGHT-OF-WAY I.R. - IRON ROD WPP - WOOD POWER POLE PP - POWER POLE LB - LICENSED BUSINESS FIR - FOUND IRON ROD AVENUE Q CL - CENTERLINE FND - FOUND U2 WM - WATER METER D - DEED PG- PAGES M - MEASURED MH- MANHOLE PB- PLATBOOK SCALE FIRC - FOUND IRON ROD & CAP ID. - IDENTIFICATION F.F. - FINISH FLOOR IP - IRON PIPE 0 15 30 P - PLAT FOUND 1/2" IR NCO 1111) EL - ELEVATION NAVD - NORTH AMERICAN CLF - CHAINLINK FENCE D 176.72' M VERTICAL DATUM D/W - DRIVEWAY DUE - DRAINAGE UTILITY EASEMENT T IRC LB 6301 S89.49'10"E ET IRC LB 6301 12' CONCRETE DRIVEWAY O O EMOVE EXISTING AND RE ACE 1000 GALLON SCEPTIC T K WITH 880 SQ FT OF UNOBSTRUCTED DR N N RETE COVERED ENTRY 25' BUI TBACK 17.50 j 12.80 P� c� 43.40' rn GPI fe EXISTING 1 STORY RESIDENCE DESCRIPTION.' 4503 AVENUE Q OCCUPIED o ir _ "� OP SLAB tij'. , ��� o N LEGAL rn Z z M 71.50'CONCRETE �`�^� GA 6 35 40 THAT PART OF SEC MPDAF: FROM NE COR OF SW 1/4 OF NE o O��^� Q 1/4 RUN S 100 FT, TH N 89 4910 W 136.69 FT TO POB, TH CONT N °D 28.20' 4.00' 0 Q- 89 49 10 W 92.40 FT, TH N 00 00 00 E 90 FT TO S RD R/W LI OF AV 17.40 Q, TH S 89 49 10 E ALG AS R/W LI 176.72 FT TO WLY R/W LI OF N 0 o 0 EMERGENCY RELIEF CANAL, TH S 43.13 05 W ALG WLY R/W LI 00 24.00' 123.13 FT TO PO (0.28 AC) 5 A5 RECORDED IN PUBLIC RECORDS SAINT LUCIE COUNTY CLERK OF COURTS, FLORIDA 12'X4' N Oi 1 BUILDING SETBACK CONCRETE OPEN SLAB SECTION 06 TOWNSHIP 35 SOUTH RANGE 40 EAST D 92.40'(M) D 136.69' M 4501 AVENUE Q, FORT PIERCE, FLORIDA T IRC LB 6 0 Nss•4s'1o"YV ET IRC LB 6301 N8s•49'10"W POINT OF BEGINNING LEGAL DESCRIPTION ° O PARCEL CONTROL 1VZTMBER 2406-131-0001-020-8 0 r` SUR VEYNOTES. • 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD NO SEARCH OF PUBLIC RECORDSHAS BEEN DONE BY THIS OFFICE. 2. THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDIVIDUALS. 4801 ANGEVILLA DRIVE OCCUPIED 3. ELEVATIONS SHOWN ARE NAVD 88, SAINT LUCIE COUNTY IF SHOWN 4. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 5. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN WHAT IS SHOWN. HEREON. FDOH in St. Lucie County 6. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED;BEARING BASIS EAST QUATER SECTION LINE AND BEARS SOUTH 100' FEET DATE OF SURVEY 04 Environmental :Health Health 4501 AVENUE Q AS MONUMENTED AND SHOWN ON DRAWING. p� Site Plan A for SHEETS ATTACHED ARE N 8. ENCROACHMENTS OF UNDERGROUND FOUNDATIONS, IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED pp roved Construction WITHOUT THE SIGNATURE AS PART OF THIS SURVEY UNLESS SHOWN HEREON. Supersedes All Previous Site Plans for II 9 MAP AND ALL HEETS THEREOFNOT VALID WITHOUT THE SIGNATURE SURVEY RAANDFMAPPER AB SURVEY ENTERPRISEI AND ORIGINAL RAISEDTHIS SEAL OF ACHED FL RIDADLIICENSEDRODUCTION SURVEYOR AND MAPPER. OSTDS # p 7i?ig �bZS 8c well # 342 CARTER AVE, PSI, I 10. FLOOD ZONE X MAP PANEL 12111CO178J EFFECTIVE DATE 02/16/2012 _ — `Date. �0 , / __ PHONE 2 FAX 772-224- CELL 772-276-0596 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD FEET. �_ Reviewer: hereby certify that this ocument was performed 12. ADDITIONS AND OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED _. �"�'�— uperviaton and it compile WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. tondards of practice as 13. SURVEY TRAVERSE EXCEEDS 1:10,000 a Hors i board of curve apperto chapter 5J-1' 14. EXPECTED USE OF THIS SPECIFIC PURPOSE SURVEY FOR PERMITTING OF SCEPTIC TANK AND DRAINFIELD. lorldo —e. nurs a the section Me. eursuent to section SEE DOOR OPENING DETAIL ON PAGE A-9 (DETAIL G/A9) 771 I( Iw 3OX68 --WINDOW TO BE REMOVED --- 11,- ; - --- I t _ TO BE REMOVED EXISTING SLAB M SEE DETAIL ON SAME PAGE F A2 FOR WOOD BEAM ATTACHMENT F313X(32 ----- 28X68---.I =- ___ -__ ----- - ----� i v- 8'-10" V-40° 16-2 ° 11'-to° 9P AUNDR /UTILITY ROOM v KITCHEN BEDROOM 2 I ANKLE, S W.H MAST. BEDRM. I 20X68) 13'-10" 13'-41 N CL 2,- 2'-0- CL 4. DINING ROOM =�H N I 17'- I T+7 LIVING ♦ROOM NOTE: EXISTING WINDOW HAS BEEN REPLACED BY IMPACT WINDOW IDOW TO BE REMOVED BEDROOM 3 TH iaa Fol r T��28XI38 :2 0'-0' 4° 2'-5° BEDROOM 5 11--- BATH 3 28X68 i I IT ip 1 11 DO WINDOW TO BE REMOVED —I P MAST. BATH Lf'=Fl p 2 36X38 I, 36X62 10 CD SEE DETAIL (D-E/A2) ON SAME PAGE 16"X8" COLUMN TO BE ADDED SEE DETAIL (B/A2) ON SAME PAG�I_ ---------------- PROPOSED FLOOR PLAN SIMPSON STRO MSTAM 31 2X 3/8 P1 2XI 2X4 4X4 WOOI X WOOD BEAM ATTACHMENT SCALE:NOT TO SCALE SCALE: 1/4° = V-00 1/2° DIAMETER STAGGARED 18" D.0 APPROVED EPDXY OR ADHESIVE 2X LEDGER TRUSS HAP STF E TRUSS LEDGER ATTACHMENT e a A_2 SCALE:NOT TO SCALE D LEDGER DETAIL A-2 SCALE:NOT TO SCALE NDOW TO BE REMOVED TO BE REMOVED BEDROOM 4 ILII WINDOW TO BE REMOVED ANCHORS WITH WASHERS IPROVIDE TERMITE SPRAY TREATMENT BEFORE CONC. POUR CONIC. SLAB ON GRAD TRUSS HANGER (FLUSH W/ EXISTING) 18" LONG j4 DOWEL BARS SIMPSON STRONG -TIE H10ASS EXISTING 0 24" O.C. TYP. WITH MIN. BACKFILL WITH CONCRETE SLAB 6" EMBED do EPDXY 2X LEDGER BOARD CONCRETE BLOCK lj,pII—IIF C CON. SLAB REPAIR DETAIL A-2 SIGNE' NOT M SCALE AREA BREAKDOWNI LIVING AREA 2,196 SQ. FT. I{ COVERED PATIO = 140 SQ, TOTAL AREA = 2,336 SQ. ' PROVIDE 2'x4' WOOD STUDS AT JAMBs AND HEADER FASTENM W/ /14 SCREWS AT 1 ' Q.0 TYPICAL WILL STUD TRACKS w U Z JAMB wE VENTILATION OF ATTIC SPACE PER 2D17 FRG 2=12 RATIO OF NET FREE VENTLAIION 70 CENRG = 1/ISO O O ATTIC SPACE 70 BE VENRLATED 2,370 SC FT. F NET AREA OF SCREEN ENRIATIN REWRED w 2 33e S.F. - 1557 SO. Fr. ADDITIONAL 0 150 ANCHORAGE AT JAMB Z SIZE AND SPACING OF SCREEN VENTS 7'Oi 0111 SF.) 0 W-O' D.C. MIL NUMBER OF REHIRED SCREEN VENTS 1&57 / 1A0 - 1S SCREEN VENTS O UNFAR Fr OF EAE (SOFFIT) AVAILABLE OV-0" IL FT. 0 Z NUMBER OF SOW VENTS PRONGED 265 / 0' - 33 SCREEN VENTS O Q SEE 'TYP. WALL SECRONi' ON SAME SHT. FOR BREEN VENT LOCATION U U c� Z ❑r0 J O C7 N W W (- GENERAL NOTES ¢ w U 0 CZwU 1, ALL OPENINGS SHALL BE PROTECTED WITH APPROVED HURRICANE SHUTTERS WITH THE 0 EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DOORS WHICH SHALL BE DESIGNED TO = 0 Z 8. WITHSTAND HURRICANE IMPACT LOAD (APPLICABLE ONLY IF IMPACT Cu55 IS NOT BEING USED) TOP TRACK OJ m Z a`, b ^ LL w 0 2 EXTERIOR DOORS ! FRAMES TO HAVE WEATHER STRIPPINGn 0 GL J .yp—„ w 3. UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE #2 YELLOW PINE, OR S.F.F. SOLID BLOCKING 0 O W m V m 4. WINDOWS INDICATED NTH (E) MUST BE MANUFACTURED TO CONFORM TO THE BUILDING WOE WITH MUM 121-0' HIGH N 0 0 } Z RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS- SE SPECFlCATON REGARDING MEAN OF EGRESS go Z 0 LU Z V c3 Aoi u'700° N m I 5. ALL ATDC OPENINGS SHALL BE FRAMED NTH 1' N 2' MOLE FRAMING. W LL C j as .. . i& PROVIDE WTLET AND SWITCHED LIGHT AT ALL ATTIC ACCESS 7. ALL INTERIOR DOOR SHALL DE HOLLOW CORE U LuLWL 0 ~ Cf7 p yo C.I � ) . m & ALL SHOWER ENCLOSURE GLASS TO BE SAFELY GLARNG M. ALL ENDOW FRAMES TO BE SET IN CAULK BEDS O TT) � 0 U n -_ 10. EXTERIOR DOORS Nk FRAMES 70 HAVE N'ATIHFA STRIPPING. 2X- l)OD STUDS WALLS SEC11N DETAIL Gn w m m' N o U_ 11. ALL LINEN CLOSET SHALL HAVE 5 SHELVES W J c . U Lu J N,31. 12 ALL INTERIOR NON BEARING WALL SHALL BE FETAL SKIDS NTH GAGE A INSTALLATION PROCAINE AS SPEC BY YANUC'ACNRIR ❑ �. F Lu o ;, 1A EXTERIOR SOFFITS A O.G. SHALL BE CAD WITH STUCCO OVER EXP. META LATH APPLIED PR FB 2G7 'J d Q CHAPTER 2% SECTION 25M CUT-OUT FOR ELECTRICAL OUTLETS Co n`1 14. GENERAL CONTRACTOR SHALL VERIFY ALL MASONRY OPENINGS NTH INANUFACINER'S LITERATURE W Z 24 ESA LW Z W LI Z U °el SPEGIMCA110NS REGARDING MEANS OF EGRESS STUDS BOTTOM RUNNER TRACK FOR 5LBS/SF Z 4 d a THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NOT REQUIRE THE USE OF A HJ700L �DESIGNm ATTACHED TO CONCRETE OF LATERAL LOAD. W >- T': SPECIAL KNOWLEDGE OR EFFORT, SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20 BASE -SEE TIP. INTERIOR PER FBC 2017 Ir24' IN HEIGHT, 5.7 SC FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN BASE TRACK WALL DETAILTHE coc0 r d: U FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED Fw'- Lu- LLJ or � THAN 54' ABOVE FINISHED FLOOR. 0 W Z LU Lu Zm0X W 1`a� Z�Uw ZW 00- 0 m! U) Sb, Lu J�0 Lu q W H- fn H- C7 Z Z g a =a DUSTING TIE BEAM Z2En — U Z w — Q W mol OR LINTEL ,Z)w O LU 'J M� o s: w U W r Z l CT) Z co (7 im 0 Lu Lu PENETUTCN. TOP III BACLFRIID NTH EPGAY AT EACH END K� R.1 YIk NIT CBS MASDNI rJ"� SNOW FINISH I FROSTING EWSIING IN IEXNflE WS. WALL 0 ::Etn, AND COLOR pp Q z N U 0) w Lu Jo" ETNSTINC I I L_ _ Q }. '.. . CON FOUNDATION O. 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