The URL can be used to link to this page

Home My WebLink AboutPROJECT INFORMATIONP&P -MIT 190l `0115 SCANNED BY St. Lucie County ---- _�.. �U1Qi�hto �1v-Son tr c Phone #: 17 - 0 _ Lf I11(1 Fax#. — Fmject: bc) 0 umodel Location: 1(LIII lr rlrf(1 Existing Service Feeder Size: Existing Panel Size: Mein Breaker size: IZS Number ofBreakers: 3�Sq. Ft. x3wattspersq.ft............................ 3g3O watts _Appliance air. @1500 watts each .................... watts _Laundry cir. @ 1500 watts each ...................... 11500 watts —L__Ranga@8kw................................................. �3d watts Dishwasher and disposal @ 1500 watts each...... 15 CV watts —llrcrowave@2000watts .............................--24(s watts Waterheater @ 4.5 kw ................................ watts J_Tanklesswaterheater.................................. 1 Xf�� watts Dryer@5kw........................................... 5M0 watts l Refrigerator @ 1500 watts ........................ 15O-o watts _LBathroom 1 @ 1500 watts .......................... (,S CFO watts SpricklerPump...................................... wMW .............. watts Other_ ................. Watts Other ................. New Load% watts Snb toW _ 5ff3Q Watts Pool pump ............................................... watts Poollight ............................................... watts Heatpump ................................................ watts Chlorine generator ......................................_ watts Airblower ................................................ watts BoatU&................................................... watts Other .......... _ watts Other ................. watts Other .......... _ watts First 10 kw @ 100%................................... A/C heat @ Totalwatts Prepared by: I O1 Mv Total — Watts watts Divided by 240 volts = t 9 s;- Amps Date: _ (0' (0 f M 19 ADA Accessibility Disclosure Statement -This document maybe reproduced upon request In an altemative format by contacting the County ADA Coordinator (772) 320.3131, the County Adminiatreffon Office (772) 2883400, Florida Relay 711. or by completing our accessibility feedback form at www.martin.fl.uslaeeessibility feedback. Rev. 01-19 + ' I 7 RECEIVED PWr991fTDANISAjeC4fT 671 P.A. AUG 19 2019 Florida llrense MR0016908 1045 S.E. Riverside Drive ST. Lucie County, Permitting Stuart, Florida 34996 (772) 781-6695 August 5, 2019 TO: St. Lucie County Building Department Plan Review RE: DOSTOU RESIDENCE. 10410 South Ocean Drive Unit #707 Jensen Beach, Florida APPLICATION NO:1906-0115 To whom it may concern, The report completed by GPRS for subsurface scanning dated 7/27/19 meets with my approval for ceiling penetrations for the residence listed above. No scanning was done for floor slab as contractor will use heavy duty construction adhesive for wall bottom plates and not have any penetrations in floor. Please contact me with any questions. Sincerely, Dwight Davis AIA �4 ;� ..�, _•sec.,. RECEIVED AUG 19 2019 SU B S U R FAQ Eucie County, Permitting SCANNING SOLUTIONS G PR Investigation of Concrete Slab Prepared For: Chris Stevenson Building Contractor Inc. Prepared By: Christian Reavis Project Manager -Miami, FL 7/27/2019 SUBSURFACE SCANNING SBLUTIONS July 27, 2019 Christ Stevenson Building Contractor Inc. Attn: Chris Stevenson Site: 10410 S. Ocean Dr. Unit 707, Jensen Beach, FL We appreciate the opportunity to provide this report for our work completed on 7/25/2019 at 10410 S. Ocean Dr. Unit 707, Jensen Beach, FL. PURPOSE The purpose of the project was to locate post tensioned cables and rebar within 3" of the ceiling in Unit 707. The scope consisted of the unit ceiling, approximately 1,000SF in size. The client marked out the desired locations prior to our scanning and our markings were then placed onto the concrete using red paint and blue tape. EQUIPMENT 1600 MHz GPR Antenna. The antenna is approximately 5"x9" and rolls over the surface. The antenna needs a reasonably smooth, unobstructed surface for scanning so we would not be able to scan within 3" of obstructions such as walls and metal tracks unless they are removed prior to our work. The data is displayed on a screen during the scanning and marked on the surface in real time. GPR works by sending pulses of energy into a material and recording the strength and the time required for the return of the reflected signal. Reflections are produced when the energy pulses enter into a material with different electrical properties from the material it left. The strength of the reflection is determined by the contrast in signal speed between the two materials. The total depth achieved can be as much as 18" or more with this antenna but can vary widely depending on the conductivity of the materials and other factors such as the spacing of the reinforcing. No harmful radiation is emitted and the work can be performed at any time with people Inclose proximity. For more information, please visit: Link PROCESS Our process begins by using GPR to collect initial scans throughout the area. These scans are used to calibrate the equipment and determine the type of slab, reinforcing patterns, maximum depth penetration, and any other potential limitations. Each location is then scanned in a grid pattern in 4 directions and then rescanned with the antenna cross polarized. The GPR data is interpreted in real time and anomalies in the data were located and marked on the surface. LIMITATIONS Please keep in mind that there are limitations to any subsurface investigation. The equipment may not achieve maximum effectiveness due to conditions in the concrete or soil such as moisture content, age of the concrete, reinforcing size and spacing, and a variety of other factors. No subsurface investigation or equipment can provide a complete image of what lies below. Our results should always be used in conjunction with as many methods as possible such as consulting existing plans and drawings, visual inspection of above ground features, drilling or cutting as far as possible from all of our markings, etc. At this site, our depths were limited by closely spaced reinforcing in some areas. FINDINGS We found that the slab was approximately 8" thick in most areas and was reinforced with rebar/PT cables at an average of 12" on center in most areas. In addition to reinforcing, we also found conduits at several of the Page 1 of 6 locations. Please avoid drilling near any of our markings or carefully expose any line to confirm its identity prior to coring. Our findings are summarized in the table below: Location # Approx. Size of Area Scanned Appro .Thickness of Concrete Avg. Rebar Spacing 1 8'x10' 7.5"-8" 12" on center 2 15'x20' 7.5"-8" 12" on center 3 10'x15' 7.5"-8" 12" on center 4 6'x20' 7.5"-8"" 12" on center 5 6'x15' 7.5"-8" 12" on center 6 12'x15' 7.5"-8" 12" on center 7 10'x15' 7.5"-8" 12" on center Notes for the above table: 1. The concrete thickness varied for each area so the maximum and minimum depths found within each area are provided above. 2. The average rebar spacing was determined by dividing the width of the area by the number of spaces between bars. The following pages will provide photos and further explanation of our findings. Page 2 of 6 Photo of front corner room ceiling. Photo of living room ceiling. GPR data screenshot from front corner room. GPR data screenshot from living room. GPR Data Screenshots and Photos I 10410 S. Ocean Dr. Unit 707, Jensen Beach, FL Page 3 of 6 [1 Photo of front room ceiling. Photo of hallway ceiling. Photo of corner room ceiling. Photo of bedroom ceiling. Site Photos 10410 S. Ocean Dr. Unit 707, Jensen Beach, Page 4 of 6 CLOSING GPRS, Inc. has been in business since 2001, specializing in underground storage tank location, concrete scanning, utility locating, and shallow void detection for projects throughout the United States. I encourage you to visit our website (www.gprsinc.com) and contact any of the numerous references listed. Our findings of rebar, PT cables, and possible conduits within 3" of the ceiling surface were all marked in red paint. We advise not drilling within 1"-2" inches of any of our markings. GPRS appreciates the opportunity to offer our services, and we look forward to continuing to work with you on future projects. Please feel free to contact us for additional information or with any questions you may have regarding this report. Signed, Christian Reavis Project Manager —South Florida sSUBSURFACE SCANNING SOLUTIONS Direct: 786-447-7862 christian.reavis@¢prsinc.com www.gprsinc.com Page 5 of 6 PwrGa+TPAVrs AX64f e-T, P.A. Florida license #AR0016908 1045 S.E. Riverside Drive Stuart, Florida 34996 (772)781-6695 June 10, 2019 TO: St. Lucie County Building Department Plan Review RECEIVED RE: DOSTOU RESIDENCE JUiN 19 %019 10410 South Ocean Drive Unit #707 sT. Lucie county, �2rmltting Jensen Beach, Florida APPLICATION NO: 1906-0115 ST. LUCIE COUNTY REVIEW COMMENTS WITH RESPONSE BY ARCHITECT: HOME OWNERS ASSOCIATION LETTER- 0 To be provide with this submission POST TENSIONED CONCRETE - • Drilling instructions for existing concrete provided on sheet A-1 noted clouded and dated 6/10/19 ON DEMAND WATER HEATER - Electric load calculations to be provided and submitted by licensed electrical contractor TENANT SEPARATION REPAIR • Repair instructions for repairs of existing tenant separation walls provided on sheet A-1 noted clouded and dated 6/10/19 Please contact me with any questions. 1of1 10410 South Ocean Drive Jensen Beach, Florida 34957 hutchislclub@aol.com June 13,2019 Millie Dostou 10410 S. Ocean Drive, #707 Jensen Beach, FL 34957 Dear Millie: Telephone: 772-229-9357 Fax: 772-229-7745 Thank you for submitting your condominium stipulations: RECEIVED JUN 19 2319 sT, wcio. ceuhty, Permitting enovation plans. Your reauest h: been approved with the following 1. Your installation calls for tapcons and/or concrete anchors to be installed. Because of this, you will need to have the surfaces x-rayed first to protect the tension cables. The x-ray must be done prior to any work being done and submitted to the office for review. 2. The tapcons and/or anchors may be no longer than %of an inch in length. 3. The tankless water heater is approved. However, no changes to the electrical service is allowed. The electrical service to the apartment cannot be changed. 4. If applicable: All screws are to be stainless steel. S. Any damage to the building caused by the work being done is the owners responsibility. Please sign below and have any contractors working on your unit sign as well that they will comply with these stipulations. Please return the signed letter and the x-ray to the Hutchinson Island Club office before you begin work so the Board has time to review. Thank you for your cooperation in this matter. Respectfully, XWi Q6= Kasi Gilson, LCAM For and On Behalf of the Board of Directors Hutchinson Island Club Condominium Association 1/we agree to comply with the above listed requirements and will be held rewonsiblefor any damage that may occur due to Condominium Renovation Project in Unit #707: Millie Dostou Owner Name (please print) Chis S evenson Chl-;6 -- eyeytso1,N_ Contractor Name (please print) Signature '_* Sign e T f D1.5' �CvcQw gj�4ched QO,1}rgCiO-S Gornt m e.4ts' lie ffer— d/r91ao11 6/19/2019 To: St. Lucie County Building Department. Application # 1906-0115 Job: Ms. Mildred Dostou 10410 Ocean Drive #707 From: Chris Stevenson Building Contractor Inc. RECEIVED 959 Skylark Dr. JUN 19 °019 Ft. Pierce, FI.34982 Lis. # CBC 035031 ST. WOO county, aermitt;na_ 772.285.7109 Contractor's Comments Regarding "HOA Letter" with Stipulations: Pertaining to the following line items: 1. No changes 2. "Tapcons or anchors may be no longer than % of an inch in length." Response: Architect calls for 1 %" long Tapcons. This is the shortest screw Tapcon produces and any screw shorter than 1 X" would fail. 3. This item pertains to the electrical contractor. I cannot respond to it. 4. No changes 5. No changes Respectfully, Chris Stevenson (Owner/Qualifier)