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HomeMy WebLinkAboutAPPLICATON FOR CONSTRUCTION PERMIT4 rSCANNED FBV FF i$ Rf Lud e COWY STATE OF FLORIDA PE T NO.(� °�Ql@ Glint Perlril PAID ' DEPARTMENT OF HEALTH _ ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: ~�0p� APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: Associated Homes / Garren AGENT:, Atlantic Land Designs of the TC TELEPHONE: 7721-398-4290 MAILING ADDRESS: PO Box 1421 Jensen Beach Florida 34958 ALD5543@Gamil.com ------------------------- 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: 24 BLOCK: 36 SUBDIVISION: Indian River Estates U4 PLATTED: 1956 PROPERTY ID #: 3402-605-0089-000-7 ZONING: RS-2 I/M OR EQUIVALENT: [ Y/N ] PROPERTY SIZE: 0.51 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [,(]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 4606 Buchanan Drive Fort Pierce Florida DIRECTIONS TO PROPERTY: East ofUSI on Midway Road to Buchanan Drive, North'on Buchanan toward Weatherby property on East side of road 375' South of Weatherby. BUILDING INFORMATION IV3 RESIDENTIAL [ ] COMMERCIAL Unit Type of No Establishment 1 Residential Home F 3 4 No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6., FAC 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE : Z, DH 4015, 08/0 (Obs letes pAv� ous editions which may nWYel iseld�� a o.rr " ""s ' Incorporated 64E- .001, FAC Page 1 of 4 40 STATE OF FLORIDA '-'PERMIT #. DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: S�Ot.I/ r.�'lYl/►-2. / .iy����^ AGENT: laJ;6 ze�rayio'/,5 d LOT:.7, BLOCK: j (a SUBDIVISION: PROPERTY ID #: ?jC�Z-(pbS-0�'�'� (����-] [Section/Township/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYNE,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: [�' YES [ ] NO NET USABLE AREA AVAILABLE: LACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE2] AUTHORIZED SEWAGE FLOW: .GALLONS PER DAY [1560 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: SOFT UNOBSTRUCTED AREA REQUIRED: SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 6"0 FT DITCHES/SWALES: ,{' FT NORMALLY WET? [ ] YES rW NO WELLS: PUBLIC: Z 6© FT LIMITED USE: 10() .FT PRIVATE:_��FT NON -POTABLE: ' O FT BUILDING FOUNDATIONS: FT PROPERTY LINES: FT POTABLE WATER LINES: /db FT SITE.SUBJECT TO FREQUENT FLOODING: ( ] YES [x] NO 10 YEAR FLOODING? [ ] YES f] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL -PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: SOIL 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: DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] REMARKS/ADDITIONAL CRITERIA: BED DEPTH OF EXCAVATION: INCHES [ ] OTHER (SPECIFY) SITE EVALUATED BY: DATE: DH 4015, 08109 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 rx�rreca: t► urz4b: 4DUD rsucnanan ur rort coerce, rL 14yOZ LOT: 24 BLOCK: 36 SUBDIVISION: Indian River Estates PROPERTY ID #: 3402-605-0089-000-7 [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 T [ 1,050 ] GALLONS / GPD SeDtic 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 [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Orange painted X CL of Rd center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 3.00 ][INCHES FT ][ABOVE BELOW]BENCHMARK/REFERENCE POINT L D 0 T H E R IL maul ED: L ZU.UU] INCHES EXCAVATION REQUIRED: [ 46.UU ] INCHES ie system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 10 gpd. ie licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with 64E-6.013(3)(f), FAC. SPECIFICATIONS BY:' Brian J Ing_y}m TITLE: Environmental Specialist II APPROVED BY: ITLE: Environmental Specialist II St. Lucie CHD Brian J Ingr DATE ISSUED: 02/22/2018 EXPIRATION DATE: 08/22/2019 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Pagel of 3 v 1.1.4 AP1328818 SE1065448 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. ,.•:<,.. St. Lucie County P Health Department HEALTH 5150 NW Milner Dr Port Saint Lucie, FL 34983 PAYING ON: PERMIT*56-SF-1823230 BILL DOC *56-BID-3672014 CONSTRUCTION APPLICATION ItAP1328818 • RECEIVED FROM: Atlantic Land Design' AMOUNT PAID: $ 515.00 PAYMENT FORM: CHECK 36388 PAYMENT DATE: 02/14/2018 MAIL TO: William Garren (Associated Homes) FACILITY NAME: PROPERTY LOCATION: 4606 Buchanan Dr Fort Pierce, FL 34982 24 Lot: 36 Block: Property ID: 3402-605-0089-000-7 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -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 RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-3482326 5h STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL '.� SYSTEM • APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: FEB 2 6 2018 __ as 1 DATE PAID: FEE PAID: RECEIPT #: [✓] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Associated Homes / Garren AGENT: Atlantic Land Designs of the TC TELEPHONE: 7721-398-4290 MAILING ADDRESS: PO Box 1421 Jensen Beach Florida 34958 ALD5543@Gamil.com noacaacavaaaaacacoaaaaaaaacacaaaaaaaaaaaaaccaaacaaaccaaaaccaaaaaaaaaaaaccaaaacaaaaaaaaccaa 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. c a a n vn a aaaavv c c aaca a a a ca c a c a a a v c ca a a a a a a aaa c c aaaaa c v c a a a c as c a as a s ca a a a aaaaaaaaa as �� as a s aaa PROPERTY INFORMATION LOT: 24 BLOCK: 36 SUBDIVISION: Indian River Estates U4 PLATTED:' 1956 PROPERTY ID #: 3402-605-0089-000-7 ZONING: RS-2 I/M OR EQUIVALENT: [ Y/N ] PROPERTY SIZE. 0.51 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC IV ]<a2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS3 [ -'/N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 4606 Buchanan Drive Fort Pierce Florida DIRECTIONS TO PROPERTY: East of US 1 on Midway Road to Buchanan Drive, North on Buchanan toward Weatherby property on East side of road 375' South of Weatherby. BUILDING INFORMATION Unit Type of No Establishment 1 Residential Home 2 3 4 Floor/Equipment Drains SIGNATURE: [✓l RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sgft, rTable 1, Chapter 64E-6, FAC 4 -2-A 10 -�Cy I-1 Other (Specify) DATE: 7, �J DH 4015, 08/09 so tes prevlou editions which may not be used) Incorporated 64E-6.001,•PAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: William Garren (Associated Homes)' CONTRACTOR / AGENT: Atlantic Land Design LOT: 24 BLOCK: 36 SUBDIVISION: Indian River Estates ID#: 3402-605-0089-000-7 APPLICATION # AP1328818 PERMIT # 56-SF-1823230 DOCUMENT # SE1065448 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: 0.51 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLE / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 1275.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orange painted X CL of Rd o ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] / 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: 25 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO/ 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD ROTT. PROFTT.F. TNFORMATTON STTF. 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Lawnwood sand Munsell #/Color Texture Depth 10YR 411 Fine Sand 0 To 7 10YR 5/1 Fine Sand 7 To 29 1 OYR 6/1 Fine Sand 21 To 29 10YR 2/1 Spodic Material 29 To 46 1OYR 6/3 Loamy Fine Sand 46 To 55 1 OYR 6/3 Sand 55 To 72 USDA SOIL SERIES:Lawnwood sand `Munsell #/Color Texture Depth 10YR 4/1 Sand 0 To 8 10YR 5/1 Fine Sand 8 To 30 10YR 6/1 Fine Sand 22 To 30 10YR 211 Spodic Material 30 To 45 1 OYR 6/3 Loamy Fine Sand 45 To 55 10YR 6/3 Sand 55 To 72 OBSERVED WATER TABLE: 57.00 INCHES [ ABOVE / FBELOWI EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES I ABOVE / BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: 46 INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED [ ] OTHER (SPECIFY) 7 REMARKS/ADDITIONAL CRITERIA WSWT determined using USDA WSS and soil borings. 10YR611 stripping In 10YR5/1 matrix >10% with diffuse boundaries starting at 22" in SB7. SB1 1" above SM. SB2 2" above SM. SITE EVALUATED BY: Ingram, Brian (Title: Errnmental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 Cobsoletes previous editions which may not be used) Incorporated: 64E-6.001, PAC DATE: 02/20/2018 Page 3 of 4 AP1328818 EID1823230 v 1.0.2 Cdl st, STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS INS 1" •PERMIT #. APPLICANT: 5�� 1/ I ✓� 14(JCZ:djj___.;AGENT: .�y� �G i( ^ re. LOT: Zq BLOCK: SIIBDIVISION: PROPERTY ID #: 7 40 Z- ('06 ••��l- [Section/Township/Parcel No. or Tax ID Number] -ru Ur: uumr.UNTED 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: W. YES [ ] NO NET USABLE AREA AVAILABLE:- e3,'ql_ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1560 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: SOFT ` UNOBSTRUCTED AREA REQUIRED:' SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: !10 FT DITCHES/SWALES: id:;— FT NORMALLY WET? [ ] YES W NO WELLS: PUBLIC: -7-60 FT LIMITED USE: 100 .FT PRIVATE:_I!E2 _FT NON -POTABLE: 5'0 FT BUILDING FOUNDATIONS: ^] FT PROPERTY LINES: _F.T POTABLE WATER LINES: iae FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES 00 NO 10 YEAR FLOODING? [ ] YES K] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD 1 MUNSELL #/COLOR TEXTURE USDA SOIL SERIES: TO TO TO TO TO TO TO TO TO bu" PKWILE 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:_ INCHES DRAINFIELD CONFIGURATION: L ] TRENCH I ] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DATE: DH 4015, 06/09 (Obsolete: Previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 - f3 5(o- SP- II Z3Z3o Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 4606 Parcel ID: 3402-605-0089- Account #: 134084 Sec/Town/Range: BUCHANAN DR 000-7 02/36SI40E Map ID: 34/02N Zoning: RS-2 Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Amber A Garren INDIAN RIVER ESTATES-UNIT-04- BLK 36 LOT 24 (MAP William C Garren Jr 34/02N) (OR 4057-2946) 1852 SW Inlander AVE Port St Lucie, FL 34953-4556 Current Values Historical Values 3-year Just/Market: $13,500 Assessed: $7,502 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $7,502 2017 $13,500 $7,502 $0 $7,502 2016 $11,700 $6,820 $0 $6,820 2015 $6,200 $6,200 $0 $6,200 Sale History Date Book/Page Sale Code Deed Grantor Price 10-19-2017 4057 / 2946 0001 WD Spillers Richard E $27,000 10-04-2002 1591 / 2809 XX00 WD J A Weir General Cont Inc, $15,500 01-01-1900 $0 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Type Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data Roof Cover: Roof Structure: Frame: Grade: Story Height: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Building Type: Effective Year: 2014 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas t Finished/Under Air 0 (SF): Gross Area (SF): 0 Land Size (acres): 0.51 Land Size (SF): 22,000 Total Building Count: 1 Special Features and Yard Items Qty Units Year Bit This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. ` J Planning & Development Services Department RECEIVED Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-155 FEB 2 201$ ST, Lucie CPwnty, Wrtlltting Certification for Design Load Compliance -- Project Name: IJXICrbA ^Llti Project Address: 4ko& P7"JIC410(1i Pr. Permit #: Occupancy Type: / Construction Type: v 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: New Residences (single or multi -family) o Residential Addition Any accessory structure requiring a building permit 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 ' o,� Code Fifth Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one):1 Enclosed (� _Partially Enclosed _Open 3. Risk Category: _I '4 II _III _ IV Exposure Category: *\ B _C _D 4. Design Wind Velocity I G 0 mph _ASD '1� LRFD End Zone Width: + ft 5. Mean Roof Height Roof Pitch: 10 :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on losgft @ 1 MRH, clearly label on all plan openings): Zone 1:-3D- 6 Zone 2r-53• Zone 3:-1 �l7 Zone 4:-- 3�3 Zone 5: — 44• G Garage: --34` 0 7. Design Loads: Floor: 'J/ A PSF Roof/Dead: 1-7 PSF Roof/Live: Z61 Balcony: NSA PSF Dock: 1J/A` PSF Deck: 's% PSF Stairs: ►Q /4 PSF Fence: — /4 PSF Railings: iJ-/F4 PSF 8. Were Shear Walls Considered For Structure? _ _)�_Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided?,Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2c-4-10 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify tha ,o he best of my knowledge and belief, the attached plans & specifications have been designed to co`�p[y\�wtith e appl"ica l structural portions of the building codes currently adopted and enforced by St. Lucie Coun,y I'also certify t4aVstructural elements depicted on these plans provide adequate resistance to the design \force ,s e, .& ` .O / 1 $'ignatuPe, Date, 'ea1Y Nam' " Revised 07/25% 20i4 �;rkctv� mct"*01 pC Print Name Cert # & Co. Cert Auth. n � S•�vtnNai �' iPGtcrn 1Pb1hlCS r GA yrzSSE Pr,41,4Lo(.,fldzD3 r Company Name & Address Flle copy Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name it MII.col I , ,111L. �(<<� �{�%1 Applicant: �© Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type WindowsLnv -r ��•S .; f`ii L.;;.wlo.u., i � �_ nio,,; .. +1•� .. � u 'L Ik - I, j`�I �. �K i't�i, ec u. ' .......... ... __--- -Mullions-__—__-_---..._- _--•---------.-.—.._ -------------- -- Fixed Glass I, :•T- i1,, Y / 1 wa i�Toti (3)XI�L j� dwit s .o-C. -13lock•Glass- .-- Skylights ---..-.--.-..---a 6b .� Sliding Glass Doors AJ ,ti:,7" t,"/ I-r C. Swing Type Doors •� h5.> '-r,._ �5 � Id,.l-Lm:fL�;.J� 4 Q ' y L;X j; :. f� � �d. ,, � it �. C. ••French -Doors_................_.._._.__.. Garage Doors ;,.r "fZ L� t) �?`�i G; 1�/ lu y I 'fi t4,;� 'au4�� �,[d�SCSa;vJ i:ull �V1. Hurricane Protection -+t- Z. Cr, ; `I'rt A t" + ^% ° tb/•/t/ .i ©w.an�t! WPAih=� act �g1� _ --Roof• d o Pi Ur Roofing Material _ y ,Z (;ttil�` (.fi�t7 F . r / 1 C1r�Lt1i �, �I ,.� . �1f �• J r�,:c1 L� `(C1.0 —l�l F-,r •,�al%�( o FL 11{asl l� Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this struct a products provide adequate.raistanci;jt�d,%e wind loads and forces specified by current code provisions. ���, OAS;-C 7/ Name: Signature:�'�, sea . Design Prof: Cert. No. �" �' �� �� Date: oL nA