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Home My WebLink AboutProject Information I no-replyna,dep.state.fl.us Florida Department of Environmental Protection Bob I Iartinez Center 2600 Blair Stone Road Tallahassee,Florida 32399-2400 Rick Scott Governor Carlos Lopez- Cantera Lt..Governor Jonathan P. Steverson Secretary Receipt for Submission SELF CERTIFICATION FOR A PROJECT AT A PRIVATE, SINGLE-FAMILY RESIDENCE 01/04/2017 Self Certification File No.: 0350172001 EE File Name: 211 Marina Dlr Fort Pierce, FL 34949 - Self-Certification Modify With Boat Lift(General)Dear Bruce Jerner: On, 01/04/2017,you used the Florida De r. To UJ jemer(@,bellsouth.net CC ;; ROBERT B BARRON(aD,USACE.ARMY.MIL ERP.SELFCERTS(cr�,dep.state.fl.us NMFS SER PROGRAMMATICREVIEW(i�NOAA.GOV FDEP-SP(&USACE.ARMY.MIL Today at 1:11 PM Florida Department of Rick Scott Governor Environmental Protection Carlos Lopez-Cantera SETBACK FUM. Bob Martinez Center Lt. Governor FRONTT 2600 Blair Stone Road Tallahassee, Florida 32399-_2400 S7- [F Jonathan P. Steverson Secretary��1 C 1 Receipt for Submission j I SELF CERTIFICATION FOR A PROJECT AT A PRIVATE, SINGLE-FAMILY RESIDENCE 01/04/2017 I Self Certification File No.: 0350172001EE File Name: 211 Marina Dr Fort Pierce,FL 34949 -Self-Certification Modify With Boat Lift(General) i I Dear Bruce Jerner: On, 01/04/2017,you used the Florida Department of Environmental Protection's electronic Self Certification Process to certify compliance with the terms and conditions of the Federal State Programmatic General Permit(SPGP) Self Certification Process for a project at private, single-family residence located at: Dear Bruce Jerner: On, 01/04/2017, you used the Florida Department of Environmental Protection's electronic Self Certification Process to certify compliance with the terms and conditions of the Federal State Programmatic General Permit(SPEP) Self Certification Process for a project at private, single-family residence located at: LAT-Degrees: 27 Minutes: 29 Seconds: 16.8359 LONG-Degrees: -80 Minutes: 18 Seconds: 3.8832 SITE ADDRESS: 211 Marina Dr Fort Pierce, FL 34949 COUNTY: St.Lucie For: CHARLES SCHILTZ 211 MARINA DRIVE Fort Pierce, FL 34949 You have certified that the project you propose to construct at the above location meets all the conditions of the Self-Certification Process. A project that is built in conformance to those conditions (attached for reference)will: 1. Qualify for a regulatory exemption under Section 403.813(1)(b) of the Florida Statutes (F.S.) and Chapter 62-330,Florida Administrative Code(F.A.C.). As such, it is exempt from the need to obtain a DEP Environmental Resource Permit.; 2. Qualify for Consent by Rule or Letter of Consent(as applicable)under Chapter 253, F.S. and Chapter 18-21, F.A.C. (and Chapter 258, F.S. and Chapter 18-20, F.A.C., if applicable),when the project is located on submerged lands owned by the State of Florida.; Your Self-Certification is based solely on the information you provided under this process, and applies only to the statutes and rules in effect when your certification was completed. The certification is effective only for the specific project proposed, and only if the project is constructed, operated, and maintained in conformance with all the terms, conditions, and limitations stated in the Self-Certification Process. In addition, any substantial modifications in your plans should be submitted to the Department for review, as changes may result in a permit being required. You have acknowledged that this Self Certification will automatically expire if: 1. Construction of the project is not completed within one year from the self-certification date; 2. site conditions materially change; 3. the terms, conditions, and limitations of the Self Certification are not followed; or 4. the governing statutes or rules are amended before construction of the project. Completion of the Self Certification constitutes your authorization for Department or Corps personnel to enter the property for purposes of inspecting for compliance. I LE C, Receipt of this Self-Certification constitutes authorization to use sovereignty/state-owned submerged lands, as required by rule 18-21.005, F.A.C. The authorization must be visibly posted during all construction activities. In waters that are accessible to manatees, obtain information on your mandatory Manatee Protection sign by clicking here. FEDERAL STATE PROGRAMMATIC GENERAL PERMIT(SPGP) You have certified that the project you propose to construct at the above location meets all the conditions of the SPGP Self-Certification Process and will be built in conformance to those conditions (attached for reference).Your proposed activity as certified is in compliance with the SPGP program.U.S. Army Corps of Engineers(Corps) Specific conditions apply to your project, attached.No further permitting for this activity is required by the Corps. In the event of the transfer of ownership of the property by sale or by any other means,when the structures or work authorized by this SPGP Self-Certification are still in existence at the time the property is transferred,the terms and conditions of this SPGP Self-Certification will continue to be binding on the new owner(s)of the property. Although the construction period for works authorized by Department of the Army permits is finite,the permit itself,with its limitations, does not expire. To validate the transfer of this SPGP Self-Certification and the°associated responsibilities associated with compliance with its terms and conditions,the attached transfer of SPGP Self-Certification request must be completed and submitted to the Department at the time of transfer of ownership. The address is given below on the attached transfer form.This SPGP Self-Certification is based solely on the information you provided under this process, and applies only to the statutes and rules in effect when your certification was completed. You have recognized that your certification is effective only for the specific project proposed,and provided the project is constructed, operated, and maintained in conformance with all the terms, conditions, and limitations stated in the SPGP Self-Certification Process. This Self- Certification will not apply if any substantial modifications are made to the project. You agree to contact the Department for review of any plans to construct additional structures or to modify the project, as changes may result in a permit being required.You have acknowledged that this Self-Certification will automatically expire if. 1. construction of the project is not completed by midnight, July 25, 2021,unless construction commenced or a contract to construct was executed before July 25,2021,in which case the time limit for completing the work authorized by the SPGP ends at midnight,July 25,2022. However, in no case can construction continue for more than one year beyond the Self-Certification date; 2. site conditions materially change; 3.the terms, conditions, and limitations of the Self-Certification are not followed; or 4. the governing statutes or rules are amended before construction of the F I L E project. Completion of the Self-Certification constitutes your authorization for Department or Corps personnel to enter the property for purposes of inspecting for compliance. If you have any questions,please contact your local Department District Office. Contact information can be found at: http://www.dep.state.fl.us/water/wetlands/docs/sler_contacts.pdf. For further information, contact the Corps directly at: http://www.saj.usace.army.mil/Missions/Regulatory.aspx.When referring to your project, please use the SPGP Self-Certification file number listed above..Authority for review-an agreement with the U.S. Army Corps of Engineers entitled Coordination Agreement between the U. S.Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection State Programmatic General Permit, Section 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. ADDITIONAL INFORMATION This Self-Certification Process does not relieve you from the responsibility of obtaining other permits or authorizations from other agencies (federal, state,Water Management District, or local) that may be required for the project. Failure to obtain all applicable authorizations prior to construction of the project may result in enforcement. If you have any problems with the attached documents,please call the ERPCoordinator at (850)245-8495 or by e-mailing us at ERP eAnps(i�dep.state.fl.us. Sincerely,Florida Department of Environmental Protection St. Lucie County _—� PUBLIC WORKS DEPARTMENT s,, CODE COMPLIANCE DIVISION ® 2300 Virginia Avenue o Fort Pierce,FL 34982 " 772-462-1553 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi-family),residential addition,any accessory structure requiring a building pennit,and any nonresidential structure. This Certification shall not apply to interior renovations(provided that no exterior structural walls,columns or other components are being affected)and certain other minor building permits. For further assistance,please contact the Building Inspection Office at(772)462-2172. Project Name Schilz Residence Street Address 211 Marina Dr. Permit Number FORT PIERCE,FLORIDA Occupancy Type Construction Type Certification Statement: I certify that,to the best of my knowledge and belief,these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St.Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 2014 Edition with 2010 Supplements and ASCE 7-10 2. Building Design is: Enclosed: Partially Enclosed: Open Building: X 3. Mean Roof Height: N/A Roof Pitch:N/A Internal Pressure Coefficient:N/A 4. Width of End Zone:1 Wind Speed:165. (3 sec.gust) 5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1 6. Wind Exposure Classification:C Adjustment Factor for Exposure&Height:1.21 7. Components&Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A —PSF 8. Components&Cladding Wind Pressure on Wall Zone 4 60s1-64.15 70.1/-74.5 PSF 9. Components&Cladding wind Pressure on Overhead Garage Door N/A PSF 10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A PSF 11. Shear Walls Considered for Structure? Yes X No (if No,attach explanation) 12. Continuous Load Path provided? Yes X No (if No,attach explanation) 13. Are Component and Cladding Details Provided?Yes X No_(if No,attach explanation) 14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF As witnessed by my seal,I hereby certify that the information included with this certification is true and correct,to the best of my knowledge and belief. Name: BOWDOIN G. HUTCHINSON Cert#: PE#70878 "Oki1II�/1///// Design Firm: BENCHMARK ENGINEERING TC Date: 1/11/17 y. ,�'v ;0� No 70878 SLCCDV Form#020-00 Revised 5/18/09(CL) 'f R P � lel ,17 AIA fr ? A, CD "A t,,,t3WG-e,6kri nart 5�falecrc A —'61, IK IN 10? TU0461.1,mobile U OIR 'k xAUTC Vk s E 0 0 LU LU -AQ2 - Y., Ox SCHILTZ jcrncr&Associates,Inc. SHEET I Environmental Consulting Date: IVI:7j 211 MARINA DRIVE 2537SEAlfonsoAvc. Port St.Lucie,FL34952 Ph.(772)283-2950 FT PIERCE JERNERNELLSOUTHNET 11 otli�- I 80'SHORELINE EXISTING 30'SEAWALL TO BE REPLACED 50'PREVIOUSLY REPAIRED SEAWALL jl ............ ....... ........... ...... '0 11 CANAL C jADF- �P�� ': Quo oP� M0jA ................. .... ... 12'6" ------------------- "Se w LL? SEAGRASS suRvEYPZRW6Pwkm tA A. hdcE JERNER ON AUGUST 17, 2015. NO SAV OBSERVED WITHIN 50'RADIUS OF PROJECT SITE SCHILTZ jcrncr&Associates,Inc. SHEET Environmental Consulting Date: 1141157 211 MARINA DRIVE 2537 SE Alfonso Ave. Port St.Lucie,FL 34952 Pk(772)283,2950 FT PIERCE JERNEMBELLSOUTH.NET Dock Section Thru F4 WJFALgo FAMMERS OR ATTACHUM Dock Plan View THESE PLANS AND A! PROPOSED 1AK ILL MITHROPNIMMOFTHE ARE SUBJECT TO ANY C0RRECT1G-.:.-1- N.EQUIRED BY FIELD INSP MRS T NECESSARY IN ORDER.-TO 10, WK WHALLAPP [CABLEC ODL-g, ............................................. All Bolts 518"H.D. ------------- Gaiv. Or S.S. .......... .... ....... 10, 2"x 6"SYP, .40 ACQ H Decking#1 Grade w H minimal plank spacing- Single 2"x 8"P.T SYP, .40 ACQ treated n stringers to be butt jointed, butt joints to be .................... ............................. ... ..............MH.W........... staggered. 2"x 8"P.T.............. ........................... SYP, .40ACQ MLW------------------ treatec� f bents Varies ------ ------- U. Stringers 24"0.C. Min. 8"Dia. 2.5 Center Stt��tXol)) PJi/eld' SS CCA treated piles R' V� GVa 94i, )V, StLtff' iJIL t G-11TIVISION %MPLlaivCE ca No LU New Pilings jetted to a minimum depth of 6'and as B.1 4 0: necessary to provide adequate bearing and stability D AT FC, % E V tu Pi1-kN§-A-,XD PEM11T MUST BE KEPT ON JOB 0 6-0-NO NI NSPECTION WILL BE 11% D E. 0 SCHILTZ Jerner&Associates,Inc. SHEET Environmental Consulting Date:.114117J 211 MARINA DRIVE 2537 SE Alfonso Ave, Port St.Lucie,FL34952 Pk(772)283-2950 FT PIERCE JERNER@BELLSOUTH.NET ENGINEERING REVIEW. BOAT LIFT TOP CARRIER BEAMS AND NOTE TO EXAMINER: MOUNTING BRACKETS COMPLY WITH WIND THIS CER77FIED ENGINEERED LOAD REQUIREMENTS OF THE 2014 FLORIDA DRAWING HAS BEEN PREPARED BUILDING CODE, PER ASCE 7, AND PER SPECIFICALLY FOR USE ONLY BY- DESIGN YDESIGN LOAD REQUIREMENTS OF THE 2010 ALUMINUM ASSOCIATIONS DESIGN MANUAL. BEAMS AND MOUNTING BRACKETS EXCEEDEULTIMATE DESIGN WIND SPEEDMLL OF o°°°°op0couo 000°p00O0000 170 MPH (EXPOSURE CATEGORY C OR D) E N BOATS ARE TO BE REMOVED FROM BOAT o O b LIFTS PRIOR TO A MAJOR WIND EVENT. o NO.43855 9 00 0 0 a o 0 oA RO ED h 104 1 * ' 0 m� o 'A STATE OF PILINGS ID 6?t4000 PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' ooOOo O N A%. INTO ROCK STRATA , °OpOponn00000app0°° SUB—SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH FBC 2014. ALL PILINGS TO BE ROGER BABER 8" MINIMUM DIAMETER P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING 2.5 C.C.A PRESSURE TREATED C.A. NO. 26967 WOOD, PRE—STRESSED CONCRETE 1014 NW PINELAKE DR. OR COMPARABLE EQUIVALENT. STUART, FL 34994 PILING MOUNTING TABS MINIMUM (2) 3/8" DIA. SS LAG BOL TS FOR WOOD PILING OR SS CONCRETE ANCHORS FOR ELECTRICAL REVIEW. CONCRETE PILINGS PER PILING 3/4 HP ELECTRIC MOTOR . --�---^ REQUIRED.MINIMUM (2) 318- 10.8 AMPS ® 115V EACH DIA. SS CARRIAGE BOLT FOR 5.4 AMPS ® 230V EACHlw ATTACHING MOUNTING TAB TO QUANTITY.- 2LIFT REQUIRED PER PILING. TOTAL WATTS.• 2484 MOUNTING TAB CONSTRUCTED _ FROM 1/4" X 2" ALUMINUM 6061 — T6 FLAT BAR . 12 PW G"PLIES I7 4 8 ALWAMM/BPAMKS w CABPEIID 2 ° Ir exW "�`y 2 12,000 LB. CODA GEAR BOATL/FTS AND MAR/NE PRODUCTS r B r Erm a Q �'°P�, .. ' W -� - 4050 SEL VITZ ROAD 4-4 I BOAT LIFT , ' "";� ; FORT PIERCE, FL 34981 i GEA'a"Paa�•�MwBOX s R. HYDE SCALE.• NTS DA7Z.• 9/1/16 REV- 1 1-800-544-0735 www.hi—t ) DEWAPMV