The URL can be used to link to this page

BPP-13-1939Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-208878 Scheduled Inspection Date: March 20, 2014 Inspector: Rodriguez, Jorge Owner: MELTZ, JONATHAN Job Address: 157 NE 104 Street MIAMI SHORES, FL 33138-2028 Project: <NONE> Permit Number: BPP -8-13-1939 Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1121360130750 Contractor: STAR -LITE POOL BUILDERS Phone: (954)747-3377 suiming uepanment comments NEW Swimming POOL INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-208636. CREATED AS REINSPECTION FOR INSP-197979. Must pass electric and house alarms Missing plumbing Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until reinspection fee is paid. March 19, 2014 For Inspections please call: (305)7624949 Page 20 of 28 Miami Shores''Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 8OYIGtprLTa'f7'crl TC /L3/-/,0/7. PERMIT APPLICATION Permit Tyw: BUILDING JOB ADDRESS: 157 NE 104 Street ? V3/13 ani J-3 �L) LJ �a eQk,, FBC 20 Permit No. Master Permit No. ROOFING City: Miami Shores County: Miami Dade gip: 33138 Folio/Parcel# Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Jonathan Meltz phot 786-269-5630 Address: 157 NE 104 STREET City: MIAMI SHORES State: FL Zip. 33138 Tenant/I.essee Name: N/A Phone#. Email: CONTRACTOR: Company Name. STAR -LITE POOL BUILDERS phot; 954747-3377 Address: 10875 NW 52 STREET SUITE 8 City: SUNRISE State. FL Zip: 33351 Qualifier. Name: RONALD M BIXLER phot 954747-3377 State Certification or Registration #: CPC056418 Certificate of Competency #: Contact Phone#: 954-747-3377 Email Address: staditepoolbldrs@hotmail.com DESIGNER: Architect/Engineer: DAVID FAERMAN phone#: 561445-1787 Value of Work for-tbis Permit: 00 C Square/Linear Footage of Work: t �� Type of Work: OAddifion OAlteration ONew ORepair/Replace ODemolition Description of Work: CONSTRUCT A NEW SWIMMING POOL AND DECK Color thru tile: Submittal Fee IS l� 9' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ _ - Radon Fee $ 12.15— �.--- DBPR $ f �2. Z Bond $ 0 Notary $ cation Fee $ Technology Fee $ A C9 Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ " Bonding Company's Name (if applicable) NA Bonding Company's Address City State Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent Contractor The foregoing instrument was acknowledged before ire this '�D The foregoing instrument was acknowledged before me this-0— day hisday of JULY 20 by �'ea �� _ day of JULY .20 — by RONALD M BIXLER who is personally known to me or who has produced, who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 4Print: Print: DA E A MASKER My Commission x DALE p� MASKER Commission # EE 099428 Q Expires June 6, 2015 APPROVED BY ��e3 Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) My Co s ""piiE A MASKER Commission # EE t28,0,9ExpiresJune 6, 20��7i;dem�ar- Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 5, 2013 Permit No: BPP13-1939 Planning Critique 1. pool equipment can not be located within 10 feet of side plot line David Daquisto 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 5, 2013 Permit No: RF13-1939 Building Critiaue Review 1. EQUIPMENT LOCATION SHOULD COMPLY WITH ZONING REQUIREMENTS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. 01 ED • Convenient Single Button Pass/Reset Operation • 1 -Second Delay Allows for Adult Pass -Through 120 dB Alarm Siren - Minimum 95 A at,.10 Feet t • Auto low Battery Chirp • All Hardware Included for Gate, Door or Window Mount Listed by ETL to UL 2017 • Water -Resistant • Always On Device as Required by Barrier Codes • Can be Manually Reset or will Automatically Reset in 3 Minutes to Continue Siren • Alarm Goes Off Immediately When Triggered as Required by Barrier Codes • Operates on One - 9 Volt Battery (not ind.) • Bilingual Installation/Operation Manual (English/French) • Bilingual 4 -Color Box (English/French) MASTER CARTON WEIGHT 4 Ihs (6/Master) UNIT BOX SIZE: 9.5° x 6° x 2° UNITS/PALLET 960 MINIMUM ORDER: 1 Case (6 Units) Contact Set Included e 1111 282081611111 503 11 1.3 Pass Button Included 4 IMPORTANT Keep the distance between the two pieces magnet sensor contacts to a maximum of 3/4" - Test the unit by opening the door. The alarm should go off Immediately. Otherwise contact SmartPool Inc. at 877-799-7665. Do not rely on the alarm until the test results are satisfactory. LISTING REPORT INTERTEK TESTING ZERYICES NA I ' 1950 EVERGREEN BLVD, SUITE 1-00 DULUTH,.- Job No. 3020963-122 Issuedli REPORT NO.30209;63A INSPECTION, TESTS AND EVALUATION OF POOL ALARM QVQr=U RENDERED TO' SMARTPOOL, INC. LAKEWOOD, NJ GENERAL:* This Report gives the results of thq Inspection, tests ajR of a Pool Alarm System for compliance with applicable requirep Standard for Safety for General -Purpose Signaling Devices and Syst, 1" Ed., with revisions to 02/14/02). This Investigation was authorizect-I dated 02127/02. The Investigation was begun on 63/07J02 and comply 03/08102. A production -line sample, in good condition, was provided I Applicant on 02/28/02 and tested at ITSs Orlandq, FL, Facility. c - GENERAL -PURPOSE SIGNALING DEVICI�S AND SYSTEMS - . Applicant SmartPool, Inc. 575Prospect Shet, Suite 20 Lakewood, NJ 08701 Contact Mr.Richard Holstein, 7321730-9880 phone, 73217304 Manufacturer. Electronics Co.,Ltd. Block 9 Zhu Yuan Industry Area Guan Lan Town, Bao An Area ShenZherl City; China Contact Mr.Slu Ping Wong, 86-755-798555 phone, 86-755-7 An Independent organization testing for safety per ormance, and certIRC84 All services undertaken are sublaotta the following general policy* eports are submIttedf* clients to whom they are addressed. Their significance ls:subject id the adequacy and reprw.' of the samples and to the comprehensiveness of the tests, examinations or surveys made..) not be reproducactexcept In Its entirety withoutwritten permlssion1frorn ITS. I o4l Rick Scott �; Governor To pfotect, promote & improve the health of all people In Florida through Integrated John H. Armstrong, MD, FACS state, county & community efforts. HEALTH State Surgeon General & Secretary Vision: To be the Healthiest State in the Nation August 15, 2013 Brian Ruff 10875 NW 52 Street Miami, FL 33151 RE: Contingency Letter Application Document No: API 116224 Centrax Permit Number: 13 -SC -1488013 OSTDS Number. 157 NE 104 St Miami, FL 33138 Lot:22 23 Block: 121 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 08/05/2013 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 your existing system is adequate for the proposed use. This permit is granted for the construction of a' new swimming pool. There will be no increase in sewage flow or characteristics and no impact on the unobstructed area. *********************APPROVED***************«.**** If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, Astrid Edwards, Engineer Supervisor III Betsy Lange, Engineering Specialist II Enclosures cc: Florida Departmental Health www.FlaridesHenith.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locks, FL 33056 %.'r yr l M 100. 41'4nh rRAWN W. 7TH STREET, SUITE 202 �Ov a Surveyors, Inc. FL 33126 SURVEY NO 13-000077-1 HONE: (305) 2642660 FAX 011) 2840228 44. LAND BY: LAND SURVEYORS SHEET NO 1 of 2 VEY OF LOT 22823, BLOCK 121, OF MIAMI SHORES SECTION FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 157 NE 104 ST, MIAMI SHORES, FL 33138 FOR: JONATHAN MELTZ LOCATION SKETCH Scale 1" = NT. S. •rte � , ' SJT So M 19�I1rcul, s 1 a• .. .. .. �.. ,.. ., sd ss 3Y sZ tit 7 g S T 3 2 t L.M.E. = LAKE MAINTENANCE EASEMENT NV RNV- RIGHT-OF-WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R. = BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 n M/H = MANHOLE SWK - SIDEWALK B.O.B. = BASIS OF BEARINGS NAP. = NOT APART OF T - TANGENT C -CALCULATED NGVD - NATIONAL GEODETIC VERTICAL TWP = TOWNSHIP C.B. = CATCH BASIN I(0 . f 5 3 %4- .. .. .. . A/C = AIR CONDITIONER PAD .. so N re} a3 sZ tit to g S T (a ABBREVIATION AND MEANING A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL A/C = AIR CONDITIONER PAD PROGRAM RGE. - RANGE AE. =ANCHOR EASEMENT IN.&EG. = INGRESS AND EGRESS R.P. - RADIUS POINT A/R =ALUMINIUM ROOF EASEMENT R.O.E. = ROOF OVERHANG A/S = ALUMINIUM SHED L.F.E. = LOWEST FLOOR ELEVATION EASEMENT ASPH. = ASPHALT L.M.E. = LAKE MAINTENANCE EASEMENT NV RNV- RIGHT-OF-WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R. = BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 B.M. = BENCH MARK M/H = MANHOLE SWK - SIDEWALK B.O.B. = BASIS OF BEARINGS NAP. = NOT APART OF T - TANGENT C -CALCULATED NGVD - NATIONAL GEODETIC VERTICAL TWP = TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. = NOT TO SCALE U.P. = UTILITY POLE CH = CHORD O.H.L. - OVERHEAD UTILITY LINES W.M. = WATER METER CH.B. = CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. = WOOD ROOF CL = CLEAR O/S = OFFSET W.S. = WOOD SHED C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG C.M.E. = CANAL MAINTENANCE P.B. = PLAT BOOK eTX = ANGLE EASEMENTS P.C. = POINT OF CURVE A -CENTRAL ANGLE CONC. = CONCRETE P.C.C. = POINT OF. COMPOUND CURVE C.P. = CONCRETE PORCH PL. = PLANTER g =CENTER LINE C.S. = CONCRETE SLAB P.L.S. = PROFESSIONAL LAND 41 =MONUMENT LINE D.E. = DRAINAGE EASEMENT SURVEYOR D.M.E. - DRAINAGE MAINTENANCE P.O.B.. - POINT OF BEGINNING EASEMENTS P.O.C.. - POINT OF COMMENCEMENT DRIVE = DRIVEWAY P.P. - POWER POLE ENCR =ENCROACHMENT P.P.S.. - POOL PUMP SLAB E.T.P. = ELECTRIC TRANSFORMER PAD P.R.C. = POINT OF REVERSE CURVE F.F.E. = FINISHED FLOOR ELEVATION PRM - PERMANENT REFERENCE F.H. - FIRE HYDRANT MONUMENT F.I.P. = FOUND IRON PIPE PT. = POINT OF TANGENCY F.I.R. = FOUND IRON ROD PVMT. = PAVEMENT F.N. = FOUND NAIL PWY - PARKWAY F.N.D. = FOUND NAIL & DISK R = RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH F SURVEY P•gI Ievaw, - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THFIR APPROVAL FOR AUTHORIZATION TC AUTHORITiE b IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120880 0302 L DATE OF FIRM: 09/1112009 BASE FLOOD ELEVATION: WA CERTIFIED TO: JONATHAN MELTZ LEGEND TYPICAL -ON- OVERHEAD UTILITY LINES 2=zz C.B.S. -WALL (CBWI C.L.F. -CHAIN LINK FENCE "tea I.F. - IRON FENCE W.F. = WOOD FENCE ■ OAO = EXISTING ELEVATIONS SURVEYOR'S NOTES W W LJ 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMFDADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI-DADE BENCH MARK #N -W7 LOCATOR#3100 ELEVATION 10.54 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATIO 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY'. PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: NO. 6437 STATEN SURVEYOR'S SEAL 1,AZDEPARTb1ENTOFHOMELAND SEg1RITY ELEVATION CERTIFICATE FEDERAL ElIE mmy MANAeEMENT AOIENCY OMB No. 1660-0008 National FToad lkwmwe Program Important: Read the Instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name JONATHAN MELTZ w e A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 157 NE 104 ST' ' 9� City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22&23, BLOCK 121, MIAMI SHORES SEC 5, BOOK 10, PG 47, MIAMI-DADE, FL A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lad. 25'52'15.09'N Long. 80'11'39.98"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building 9 the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a c. awlspace or enclosum(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1210. sq it a) Square footage of attached garage WA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade Z within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b 1210, sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120650 1 MIAMI-DADE I FL B4. Map/panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C0302 L 09/11/2009 I Effective/Revised Date Zone(s) 1 AO, use base flood depth) 12.91. ® feet ❑ meters 09/11/2009 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 19 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building Dated 16'a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date:Ij` IA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction `A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified In Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 1,+567 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (Including basement, cxawispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) t) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 11.15. ® feet ❑ meters 13.25. ® feet ❑ meters 121A. ® feet ❑ meters 10.82. ® feet ❑ meters 12.91. ® feet ❑ meters 10.5. ® feet ❑ meters 10.70. ® feet ❑ meters 10.50. ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the Information on this Ceidlicate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifiers Name GEORGE MARRA License Number 2534 Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. Address 5W54w 7T" ST, SUITE $02 City MIAMI State FL ZIP Code 33126 Date 07/03/2013 Telephone (305) 2642660 7/3{►3 J FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or Installed at 157 NE 104 STREET Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346.91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non -dwelling walls and fences (screen enclosure, gild fence, masonry fence walls, chain link or wood fence, etc.) will protect t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 JA - Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Spec cations). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54° above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S . This form m st be signed by er/agent and the prime contractor. CONTRACTOR'S SIGNATURE AND DATE M BIXLER DALE A. MASKER Commission # EE 099428 Expires June 6, 2015 BMWW Ties Tmy FWn Ins aanm 800 365.7019 LIZ ler-'4 OWNER'S SIGNATURE AND DATE JONATHAN MELTZ OWN E ' M INT) DALE A MASKER :•z Commission # EE 099428 o= Expires June 6, 2015 Bm" Ttau Tmy Fain h=rm8w.365.7019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date g 1".LP.-5jo Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as 157 NE 104 STREET . located at In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the Legal Note: This certification is to be submitted with a swimrr .4 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersig JONATHAN MELTZ Were the fee simple owner(s) of the followring described property situated and being in Miami Shores VtUage, Florida Address: 157 NE 104 STREET Whereas, the undersigned owners) JONATHAN MELTZ desire to utilize said Lots) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miamb Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to Issue a permit for a pool where the required enclosure is not on the subject property where the pool is locate/. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, Uwe, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said properly, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any rase. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the sumer in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is Intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. n ® „ OWNER SIGN & PRINT I Hereb C�e! �' ►that on this day �rsenafiy appeared before me jYXA� �ftolid has produced ID # '(t .1U L as identification and he/she acimowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of 40TARY PUBLIC ATE OF FLORIDA (Revised 05/2209 NOTE: POOL TYPE "�° 1HAS EDNBEMUITNPLPIPING BENESIGED ASD ON THE MAXIMUM OW CAPACITY OF THE NEW SWMMINGOOLPUMP. NON DIVING ALL DOORS AND WINDOWS PROVIDING ACCESS TO POOL SHALL HAVE DOOR & WINDOW ALARMS PER F.B.C. 2010 (NOTE: SEE PG -2 FOR POOL SPECIFICATIONS) F.F.E. 11.15' RESIDENCE POOL PLAN SCALE: VW a 1•-0• NMTH 0 EXISTING FENCE r ------- 16' f - I 10.65' I I I 16' 21' S' TANNING STEP —/ W/ UMBRELLA HOLDER Lu I 3 I ;n Q I 1� 21'-6" LONG MD b- 1 Z CJi og� *-' - OR PADS SIZE N.T.S. 7'-10" - 7'-6" MIN. —2„ FROM PL DECK JET /2.5' DECK ..fes ENGINEERS NOTE: ENGINEER REQUIRES CONTRACTOR BUILDS FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY WITH THIS RECOMMENDATION. LANDSCAPE SCREEN AS PER CODE 10'-10" WELL POINT SEE DETAIL / EXISTING FENCE L CLEANING LINE W/ VAC -LOCK INSTALLED BETWEEN 6" AND 18" BELOW POOL WATER LINE PER F.B.C. 2010 JET NOTE: EXISTING FENCE MUST BE MIN. 48" HIGH W/ GATES MIN. 48" HIGH W/ SELF CLOSING, SELF LATCHING DEVICE AT MIN. 54" NOTE: TOP OF POOL ELEVATION IS MIN. 6" LOWER THAN F.F.E. OF HOUSE 18" SWIMOUT W/ CONTRASTING EDGE SEE DETAIL SEP 12 2013 HYDRAULIC UPLIFT COMPUTATIONS a0 LA•d'ATION OF LLASHM e FLOOD CREST ELV. FOR AREA - FLOOD ZONE " X " ~ B'�� .,,E� "°.TMS °AAN°"°'"E°"mea TOP OF POOL ELV. = 10.65' m 1) THE ENGINEER DOES NOT REVMW 11-M DRAVOWS FOR COMMANCE wnTH W CONTRACrORS BOTTOM OF POOL ELV. = 5.65' RBQIM MMM ORHOMMONEWRO"EMENTSRELATED mn+EPC%MD/ORSPA. HYDRAULIC HEAD = N/A a)T"EwnnaACTMM "ARznYCW4PL CEWrTHSEISAW ALLOWANCE HYDROSTATIC VALVE = -2.0` 3) MNG NEER IS NOT RESPONSIBLE FOR AND HAS NO UfABIUiY FOR OMMUCIION NET HYDRAULIC HEAD = N/A roNw smwm ON im PLANS.sPEc�IC REQun ts. OR HOMr�vaN� REQ>nREMEUTs 4) THE ENSINE?R REVIEWS THE PIANS FOA COOS COMPLIANCE TO THE BEST OF USE MIN. 6" THICK CONCRETE FLOOR SLAB HSKNOWLEOM 5) REGARDLESS OF THE CAUSE, THE ENGINEERS LIABILITY IN REATWN TO THESE (NOTE: PROPERTY IS LOCATED IN FLOOgS4y io ��s oPLMISLIMMTO'ME LESSOR OF»ORMPEE awaG®FMnlEKAM. FA s DATE DESCRIPTION BY ee `,. . • ° ° • ° • ' ° . `•, j CITY CORRECTION REL00k M EQUIPMENT NAME: MELTZ LOT:POOL Ns157 N.E. 104th STREETA 9/9/13 MSW BLOC K. B ' e.,';; .* � ,zr : e �0 CITY/STATE: MIAMI SHORES, FL, BOOK .`;•"," . A 6 STAR -LTTE POOLS BUILDERS 33138 C _ 10875 N.W. 52nd STREET SUITE #8 JOB*: 13-3905-18 PAGE: D DAVID FAERMAN (P.E. 47646) e e SUNRISE, FL 33351 SUBDIVISION: ° /, , o (954) 747-3377 E 22171 WATERSIDE DRIVE o (�® ° SOCA RATON, FL. 33428 ��,ggr�T e® F PHONE: 561-445-1787 s�,i�osY�'�NSE� \�ee DATE:07/10/13 MIAMI -DADS FSHEET: 1 OF 5 ` fialso®®8®° SEP 182013 BYE F SPECIFICATIONS POOL SIZE: I 15'X 0' POOL DEPTH: I T TO 5' POOL PERIMETER: 90 LF POOL AREA SQ. FT.: 437S VOLUME: (GALLONS) ® TURNOVER RATE 3.46 HRS POOL EQUIPMENT AUXILLIARY POOL EQUIPMENT POOL PUMP: I 1 HP -PEE AUX. POOL PERIMETER: N/A POOL FILTER: 1 90 SF CART. AUXILLIARY PUMP: I N/A POOL INLETS: 1 4 1 AUX. POOL JETS: IN A SKIMMER: r 1 — I AUX. POOL LIGHT: IN A POOL LIGHT: 2 -COLOR LED AUX. HEATER TYPE: N/A POOL HEATER: AUX. HEATER SIZE: q POOL HEATER SIZE:—N//1 �I RAISED: N/A CLEANING LINE: VAC STEP(S): N/A CLEANING SYSTEM: N/A BLOWER: N/A7771 CHLORINATOR: IN-LINE SALT TURNOVER RATE: I N/A POOL FINISH ITEMS COPING: TUMBLED MARBLE HANDHOLDS: TILE: 6-7-7-1 INTE SWIMOUT: D -CK S.F.: 1069 SF 1 LADDER: A A CAPPING ' HANDRAIL: N A DECK TYPE: TUMBLED MARBLE WATER FEATURES AUX. POOL SPILLWAY SIZE: N/A FOUNTAIN FEATURE: LIONS HEAD: N/A SHEER DESCENT: N/A SPRITZER/SPRAY HEAD: 2 -DECK JETS FEATURE PUMP: N/A THERAPYJETS: N A OTHER: r TANNING STEP LIGHT FEATURES FIBER OPTIC SPOT(S): N A REMOTE : N A COLOR WHEEL: N/A PERIMETER LIGHTS: N A GHT SWITCH: YES # OF COLORS: N/A ADDITIONAL FEATURES POOL ENCLOSURE: FENCE ALARMS GLASS BLOCK TYPE: N/A FOOTERS L.F.: N/A GLASS ROWS HT: N/A DECO -O -DRAIN: N/A GLASS ROWS WDTH. N/A PILING POOL: N/A # OF GLASS BLOCKS. N/A CONSTRUCTION NOTES 1. POOL ENCLOSURE (FENCE/ALARMS) SHALL MEET REQUIREMENTS OF GENERAL NOTE 29. 2. TRIM TILE ON STEPS AND BENCH. e°e`�p �•• FAEi4 �• ve e• DATE DESCRIPTION BY L I !•. POOL �tAa ��Q •' \ s�e°•�/j♦® i o NAME• MELTZ LOT: A 9/9/13 MSW•�6s�,•.g' ;.;�fi' ^*' : i� +=' .�,+'+�: ••° PLANS " `"` ' ` �'�f` : . 47646 • ' ° " * . e � . STAR -LITE POOLS BUILDERS 157 N.E. 104th STREET CITY/STATE: MIAMI SHORES FL 33138 ' BLOCK: BOOK: B C s ' ' • 10875 N.W. 52nd STREET SUITE #8 suNRlse, FL 33351 JOB#: 13-3905-18 PAGE: D DAVID FAERMAN (P.E. 47646) 22171 WATERSIDE DRIVE �� ° Q �� ♦i � ;•+•' ° �� (954) 747-3377 1 SUBDIVISION: SUBDIVISION:O E BOCA RATON, FL. 33428 PHONE: 561-445-1787 * mmtt��\e°° o° DATE: 07/10/13 COUNTY: MIAMI-DADE SHEET:20F 5 F -LEGEND ❑ 2 WAY VALVE 0 CHECK VALVE 3 WAY VALVE PLUG OR HYDROSTATIC VALVE 1-1/2" IN-LINE NOTE: IN ACCORDANCE WITH ANSVAPSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP. 1 SKIMMER TO HAVE VENT HOLES IN LID (2) HAYWARD WG-104SE MAX. 125 GPM PER DRAIN 3' " ASME/ANSI A 112.19.8 MIN, APPROVED MAIN DRAIN COVERS (OR EQUAL) MINIMUM T APART. INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN OR ON SEPARATE a AFJPQ ASME/ANSI APPROVED COVER TO BE FASTENED WITH SCREWS WELL POINT�� '-ROCK BED WELL POINT DETAIL N.T.S. It I PRESSURE GAUGE AND AIR RELIEF VALVE FILTER 9TV 0.01 PIPING SCHEMATIC POOL PLANS DAVID FAERMAN (P.E. 47646) 22171 WATERSIDE DRIVE BOCA RATON, FL, 33428 PHONE: 561-445-1787 VELOCITY CHART PER ANSI/APSP-7 SECTION 4.4 PIPE FLOW RATE FLOW VELOCITY 2" INLETS 63 GPM 6.00 FEET PER SECOND 2" DECK JETS 63 GPM 6.00 FEET PER SECOND 2" SKIMMER 63 GPM 6.00 FEET PER SECOND 2" CLEANER 63 GPM 6.00 FEET PER SECOND 2" MAIN DRAIN 63 GPM 6.00 FEET PER SECOND 2" M.D. BRANCH 63 GPM 6.00 FEET PER SECOND EVALUATION FOR COMPLIANCE WITH APSP-15 - ENERGY EFFICIENCY VOLUME OF POOL d 13,075 GALLONS PUMP DESIGN FLOW RATE AT LOW SPEED: 25 GPM TURNOVER RATE AT LOW SPEED: 8.71 HOURS THUS, PUMP SPECIFIED COMPLIES WITH APSP-15 1 HP HAYWARD SUPER (SP2607X102S) PUMP W[ WHIR&INT STRAINER 3 GPM i4rX. POW RATE %%% AER eo ®s Q ;.•••rte tiI,9 ®io e J ° • E N S� °.� o0 ° � e � e o � e s • No. o -10 ® STavid t. Feern(,a s • ®� ,c FL, UCAS °®Bsasasc�' STAR -LITE POOLS BUILDERS 10875 N.W. 52nd STREET SUITE 48 SUNRISE, FL 33351 (954)747.3377 NAME: MELTZ 157 N.E. 104th STREET CITY/STATE: MIAMI SHORES, FL, 33138 JOB#: 13-3905-18 DATE:07/10/13 PUMP FRAME FILTER TANK MOUNT ANO HEATER IF SPECIFIED 13/40 x 3/16' TAP CON. REINFORCED CONC. SIRE MINIMAL 4• THICK �I►na � PUMP AKPO,OVL FILTER AANND�TMEEk ANCHOR HEATER POINOTES: ANCHOR BOLTS THROUGH BASE (13/4" x 3/16") FOR POOL PUMP & F HEATER AP COSHOWN AS OPTIONAL ILII R L 1 1/2" ANGLE BRACKETS rMf HEATER) ) 21/2" ANGLE BRACKETS TPUMP)ITH ({4) 13/40 x 3/16" TAP AND (4) 1/20 SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING V& NOTE: SKIMMER TO NAVE VENT HOLES IN UO SKIMMER DETAIL N.T.S. LOT: BLOCK: BOOK: PAGE: COUNTY: MIAMI-DADE , SHEET:3 OF 5 2 12" (SEE TYPICAL WALL SECTION) POOL STEP DETAIL N.T.s. WP MANUAL STARTER SWITCH (TYP) PANEL WP GFI & TO 20' FROM WATEF ?-, 46" MIN. Mr7.. z g r POOL � LI DECK LOXES-12VTRANS. 3 412 IN 1/2- I" NON -CORROSIVE W/ 1 HP 2 -SPEED (2) LED COLOR POOL LIGHT W/ LOW WATER CUT OFF DEVICE ELECTRICAL DIAGRAM NOTE: 1. BOND ALL BOXES,RAILS,UGHTS,STEEL ET. W/ 48 WIRE IN POOL AREA. 2. POOL LOCATION MUST COMPLY WITH NEC 2008 CODE, ESPECIALLY NEC 680. DATE DESCRIPTION BY POOL PLANS ff rrWl` DAVID FAERMAN (P.E. 47646) 22171 WATERSIDE DRIVE SOCA RATON, FL. 33428 PHONE: 561-445-1787 APPROVED CONNECTORS CLAMPS OR WELDING AT ALL JOINTS. DECK, \ INSIDE WAIL SLOP r e► It AWG WIRE PERIMETER OF POOL TOP VIEW BONDING DETAIL M.T.S. (PER N.E.C. 2008 680.26 EQUIPOTENTIAL BONDING) � 18° CONTRASTING EDGE SWIMOUT DETAIL N.T.S. ,eT®aaaaoeasB°,° s o 6 0 646 °• 10 8/22/13 �r o o ®I rha e, P. ®® ®%- , -gip * $ ®®® 1.43 CONT. TUMBLED MARBLE COPING PATIO SET IN SAND ON COMPACTED FILL TILE TER LINE ... SLOPE — 5" TO 6" MINV RTICAL 2' -3" SHALLOW END T-0' DEEP END 2" COVER (CENTER) APPROVED 'P 5" TOP & 6' BOTTOM FINISH W/ 43 AT 12" O.C. / EACH WAY. STEEI.TEX FORM, �– KRAFTBOARD OR EQUIV. 43 AT 12' O.C. 6° N. E.W. BOTI. CENTERED TYPICAL WALL SECTION DECK BONDING NOTE (1) ATTACH TO THE POOL REINFORCING STEEL (SINGLE 88 A%VG WIRE) (2) BURIED TO A MIN. DEPTH OF 4• TO 6• BELOW GRADE. (3) MIN. OF 4 POINTS UNIFORMLY SPACED AROUND PERIMETER OF POOL AND SPA. FOR NONCONDUCTIVE POOL SHELLS (FIBERGLASS, ECT.) BONDING AT FOUR POINTS SHALT. NOT BE REQUIRED. (4) CONNECTED W/ SINGLE k8 AWG WIRE WITH A SOLID COPPER BARE CONDUCTOR NOT SMALLER THAN i8 AWG. (S) CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER, OR COPPER ALLOY. (6) THE *8 AWG WIRE SHALL EXTEND UNDER PAVED AND UNPAVED WALKING SURFACES BETWEEN 18• TO 24' HORIZONTALLY BEYOND THE INSIDE WALL OF POOL OR SPA. (PER N.E.C. 2008 680.26 EQUIPOTENTIAL BONDING) STAR -LITE POOLS BUILDERS 10875 N.W. 52nd STREET SUITE 48 SUNRISE, FL 333SI (954) 747.3377 IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN V-0' DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 30' 7' 15'-6• a 6' WATER 1:7 MAXIMUM SLOPE lie SLOPE LONGITUDINAL POOL SECTION (TYP.) MAA N.T.S. NAME: MELTZ 157 N.E. 104th STREET CITY/STATE: MIAMI SHORES, FL, 33138 30B#: 13.3905-18 DATE:07/10/13 LOT: BLOCK: BOOK: PAGE: MIAMI-DADE SHEET40F 5 1. (:ODE REQUIREMENTS- Private swimming pool and spas must comply with chapter 424 & 84101 Florida Building Code, 2010. 2. Mechanical Reaubeale6ta All piping, equipment and materials used In the plumbing system of swimming pools (Spas) that are built In place shall conform to the Florida Building Code, Plumbing. All piping materials shall be Installed In strict accordance with the manufacturer's Installation standards. 3. Compliance- AN materials, piping, values, equipment or appliances entering Into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. 4. gnalneerIng Design- Design, Construction and workmanship shall be In conformity with ANSI / NSPI 3,4,5,6 & 7 2006 • published by the International Aquatics Foundation, or other accepted engineering practices. S. ENTRAPMENT Testing and CertificattonAll pool and spa suction Inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANSI/ASME A112.19.8, "Suction Fittings for Use In Swimming Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. 6. Safety Note: Do not use or operate pool or spa if the suction Inlet fitting Is missing, broken, or loose. 7. Suction, Inlet Per Pumpper FSC R4101.6.6 A minimum of two suction Inlets shall be provided for each pump In the suction Inlet system, separated by a minimum of 3 feet or located on two different planes. i.e., one on the bottom and one on the vertical wall, or one on each of two separate vertical wails. These suction Inlets shall be plumbed such that water Is drawn through them simultaneously through a common line to the pump. 8. CleaQgr F ttlanper FBC R4101.6.6 Where provided, the vacuum or pressure cleaner fitting(s) shall be located In an accessible position at least 6 Inches and not greater than 18 Inches below the minimum operating watedevel or as an attachment to the skimmer(s). All cleaner suction Inlets shall be protected by an approved, permanently Installed, self-closing self latching flapper assembly compliant w / WPMO SPS 4. 9.yalveVelves shall be made of materials that are approved In the Florida Building Code 2010, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 Inches, fitted with a suitable cover. 10. WAste Water Djsoosal- Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. 11. Water Service Backflow prevention device is required on all potable water service. 12. Tests . All pool piping shall be Inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Per manufacturer's recommendations, no air test shall be approved for PVC pipe and fittings. 13. -Water Heating Eauloment Swimming pool water heating equipment shall conform to the design construction and installation requirements in accordance with accepted engineering practices, shall bear the label of a recognized testing agency and shall Include a consideration of combustion air, venting and gas supply requirements for water heaters. It must contain a thermostatic or high-pressure control switch so the pool water does not exceed 104 degrees F. water heating equipment shall be installed with flanges or union connections adjacent to the heater. All heaters must have an internal check valve. 14. Gas Pioina- Gas piping shall comply with the Florida Building Code 2010, Fuel Gas See. 15. Eleclsdo - Pool location and Electrical wiring and equipment shall comply with latest edition of the National Electrical Code, section 680. 16. Ladders and Stem - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 Inches. Where water depth exceeds 5 feet, there shall be ladders, stales or underwater benches / swimouts In the deep end. 17. Jfi= - The entire design of matched components shall have sulftclent capacity to provide a complete turnover of pool water in 12 hours or less. 18. Pool ,Flttinas - Pool fittings shall be of an approved type and design as to be appropriate for the specific applicatlonPurple primer required on PVC piping. 19. ,Ls. Skimmers shall be installed on the basis of one per 800 SF of surface area or fraction thereof. 20. Hydrostatic Retjef Device- In areas of anticipated water table, an approved hydrostatic relief device shall be installed. Exception is plastic liner pools. 21. Concrete /Steel - Concrete is to be a mix designed In accordance with ASTM C-94 by a recognized testing laboratory to achieve a strength of 3000 psi, at 28 days, (unless otherwise noted) with a plastic and workable mix. Pneumatically applied concrete and/or shotcrete shall be placed in accordance with ACI 304.2R-04 and ACI 506.2-04, respectively. All other concrete shall be placed in accordance with ACI 304R-04. A certificate of manufacturer's mix and strength Is to be provided. No water Is to be added after truck leaves plant without approval of the engineer. Plant control Is required. Maximum mix time at point of deposit is 90 minutes. Concrete work shall be as per requirements and recommendations of ACI 301-04. (REINFORCING, DEFORMED STEEL) bars shall be A615 Grade 60 (unless otherwise noted), free from oil, loose scale and loose rust. Reinforcing, deformed steel bars shall be bent, lapped, placed, supported and fastened according to the Manuel of Standard Practice for Detailing Concrete Structures (ACI 315-04) and the building code requirements for reinforced concrete (ACI -318-04). in case of conflict, the more conservative value(s) shall be used. 22. Sajl Statement- In accordance with FOC 2010 Section 1818, HVHZ Bearing Capacity of Soil: Based upon rational analysis, the In-place soil beneath the pool Is sand and Ilmestome and has an acceptable bearing capacity of $50 psf and 2000 psf for related structures shown within these pians, excavation and compaction In accordance with current edition of FBG. Should any muck, mart, or other organic soils be discovered on excavation, they should be removed In their entirety, All construction shall stop and the engineer of record shall be contacted to conduct an inspection. Structural elements are designed with a required bearing capacity as stated above, unless otherwise specified. Fiberglass and vinyl liner pools require 250 psf safe bearing capacity unless otherwise specified. 23. pool Staklna - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Piot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. and contact the Engineer if different than Indicated on plan. Min. clearance dimensions shall be held as required by the local regulatory agency. 24. Existing Structures- The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and/or shoring or other methods. The design engineer accepts no responsibility for the safety of existing structures. 25. ) ackfil - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backfill shall be accomplished with clean, construction grade fill, free of organic material and shall be placed in 12" thick lifts, each layer shall be compacted to 95 % maximum dry density per ASTM 0-1557, modified proctor method. 26. fig- To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced In eliminating uplift pressures. 27. fig- No diving board and no diving Is allowed on any pool less than 8'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. 28. pools & S22with heaters the pool and spa shall be provided with a cover or other means to reduce heat toss. 29. Pool Enclosure- Residential Pools shall be provided with a barrier compliant w/ F.B.C. 2010 424.2.17 through 424.2.17.1.16 DATE DESCRIPTION BY POOL a , ®°°°®� FAER-�®�� NAME: MELTZ LOT: A J��;�a�;`ir 4 J�Q ° • ° ° ° ° ° • ° ° sem 157 N.E. 104th STREET BLOCK: PLANS ° ° ° G •� s CITY/STATE: MIAMI SHORES, FL, B 4 4a O�° m STAR -LITE POOLS BUILDERS 33138 BOOK: C® 10875 N.W. 52nd STREET SUITE !tt 10B#:13.3905-18 PAGE: ® • N O • ° LE DAVID FAERMAN (P.E. 47646) - - SUNRISE, FL 33351 S BDIVISION! ®•3 22171 WATERSIDE DRIVE (954) 747.3377 SOCA RATON, FL. 33428 ®�0 • wd 1. Faerman,� OUN PHONE: S61-445-1787 'p ®•• ,� FL. uCEN I�4> ® DATE:07/10/13 MIAMI-DADE SHEET:5OF ®seeA S i � I�� t�9" '°'• a Bf&Bio�eS•'" POOL LOCATION OpLy I ROVED 'Ir -� DMX COUNTY K& -M bepMTM'ff f'Etmrr 15101 -0 � -a #W0101AIV WA BERM- 07 #0 MAW SHORES VILLAGE 0PROVED DATE ZONING ice: b :: FR4JCTURA TRUCTURAL rLECTRIICAL PLUMBING .'.rECHANICAL BLDG. ` UBJECT TO COMPLIAKI CE WiT., i "I'LL rr-n-FRAL 'TATE ANM CC UNTY RULES AND FE, q I . m 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-206525 Permit Number: BPP -8-13-1939 Inspection Date: January 31, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: MELTZ, JONATHAN Work Classification: Addition/Alteration Job Address: 157 NE 104 Street MIAMI SHORES, FL 33138-2028 Project: <NONE> Contractor: STAR -LITE POOL BUILDERS Ri ldinn nanartmanf Cnmmanta Phone Number Parcel Number 1121360130750 Phone: (954)747-3377 NEW Swimming POOL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 January 31, 2014 Page 1 of 1 SMWA FL 33126M N.W. 77H STREET, SUITE 202 �1(O'v a Surveyors Inc. 13-0000707-2 , TELEPHONE: (308) 2842880 , SURVEY NO 311 FAX: (308) 284-0228 DRAWN BY. LAND SURVEYORS SHEET NO 1 of 2 SURVEY OF LOT 22&23, BLOCK 121, OF MIAMI SHORES SECTION FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 157 NE 104 ST, MIAMI SHORES, FL 33138 FOR: JONATHAN MELTZ LOCATION SKETCH Scale 1" = NT.S. r4 , '• sJ so • F .R f Ll 6 ti� tI so 6170, a act 1 C' (0f .-4 0- 1 It -31 wmle LEGEND TYPICAL A = ARC FNIP. - FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL -OH- OVERHEAD UTILITY LINES AJC = AIR CONDITIONER PAD PROGRAM RGE. - RANGE A.E. =ANCHOR EASEMENT IN.&EG. - INGRESS AND EGRESS R.P. - RADIUS POINT 2= C.B.S. -WALL (CBMAJR Ff13 9 8 i b 5 •4 3 2 -e~.* W.F. = WOOD FENCE B.M. = BENCH MARK MIH = MANHOLE SWK = SIDEWALK B.O.B. = BASIS OF BEARINGS NAP. - NOT A PART OF T = TANGENT ■ 02 = EXISTING ELEVATIONS C =CALCULATED NGVD =NATIONAL GEODETIC VERTICAL TWP =TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. - NOT TO SCALE U.P. = UTILITY POLE SURVEYOR'S NOTES CH = CHORD O.H.L = OVERHEAD UTILITY LINES W.M. = WATER METER CH.B. CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. WOOD ROOF 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED CL - CL CLEAR O/S OFFSET W.S. =WOOD SHED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE C.L.F... - - = CHAIN LINK FENCE DVH. OVERHANG T 1 C' (0f .-4 0- 1 It -31 wmle o w 1.4 L ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC FNIP. - FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL -OH- OVERHEAD UTILITY LINES AJC = AIR CONDITIONER PAD PROGRAM RGE. - RANGE A.E. =ANCHOR EASEMENT IN.&EG. - INGRESS AND EGRESS R.P. - RADIUS POINT 2= C.B.S. -WALL (CBMAJR Ff13 Q. 1I to q ST B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION (6. o w 1.4 L ABBREVIATION AND MEANING LEGEND TYPICAL A = ARC FNIP. - FEDERAL NATIONAL INSURANCE RAD. = RADIUS OF RADIAL -OH- OVERHEAD UTILITY LINES AJC = AIR CONDITIONER PAD PROGRAM RGE. - RANGE A.E. =ANCHOR EASEMENT IN.&EG. - INGRESS AND EGRESS R.P. - RADIUS POINT 2= C.B.S. -WALL (CBMAJR = ALUMINIUM ROOF EASEMENT R.O.E. = ROOF OVERHANG AIS = ALUMINIUM SHED L.F.E. - LOWEST FLOOR ELEVATION EASEMENT C.L.F. =CHAIN LINK FENCE ASPH. = ASPHALT LM.E -LAKE MAINTENANCE EASEMENT RfW = RIGHT-OF-WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION -0--0- I.F. =IRON FENCL B.C.R. = BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 -e~.* W.F. = WOOD FENCE B.M. = BENCH MARK MIH = MANHOLE SWK = SIDEWALK B.O.B. = BASIS OF BEARINGS NAP. - NOT A PART OF T = TANGENT ■ 02 = EXISTING ELEVATIONS C =CALCULATED NGVD =NATIONAL GEODETIC VERTICAL TWP =TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. - NOT TO SCALE U.P. = UTILITY POLE SURVEYOR'S NOTES CH = CHORD O.H.L = OVERHEAD UTILITY LINES W.M. = WATER METER CH.B. CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. WOOD ROOF 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED CL - CL CLEAR O/S OFFSET W.S. =WOOD SHED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE C.L.F... - - = CHAIN LINK FENCE DVH. OVERHANG PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO = = ANGLE C.M.E.= CANAL MAINTENANCE P.B. - PLAT BOOK COUNTY, TOWNSHIP MAPS. EASEMENTS P.C. POINT OF CURVE =CENTRAL ANGLE 2) THIS IS A SPECIFIC PURPOSE SURVEY. - CONC. = CONCRETE P.C.C. POINT OF COMPOUND CURVE 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE C.P. CONCRETE PORCH PL -PLANTER =CENTER UNE 1:75W FT. .S. = CCONCRETE SLAB P.L.S. = PROFESSIONAL LAND 1� =MONUMENT LINE 4) IF SHOWN, ELEVATIONS ARE REFERRED TO D.E. =DRAINAGE EASEMENT SURVEYOR MIAM14MDE COUNTY. D.M.E. - DRAINAGE MAINTENANCE P.O.B.. = POINT OF BEGINNING EASEMENTS P.O.C.. - POINT OF COMMENCEMENT SW ELEV. FEET OF NAVA OF 1929. DRIVE = DRIVEWAY P.P. - POWER POLE ENCR. = ENCROACHMENT P.P.S.. - POOL PUMP SLAB E.T.P. = ELECTRIC TRANSFORMER PAD P.R C. - POINT OF REVERSE CURVE F.F.E. = FINISHED FLOOR ELEVATION PRM - PERMANENT REFERENCE F.H. - FIRE HYDRANT MONUMENT F.I.P. = FOUND IRON PIPE PT. = POINT OF TANGENCY F.I.R. = FOUND IRON ROD PVMT. = PAVEMENT SURVEYOR'S CERTIFICATION F.N. = FOUND NAIL PAY - PARKWAY I HEREBY CERTIFY. THAT THIS "BOUNDARY SURVEY" OF F.N.D. = FOUND NAIL & DISK R. = RECORD DISTANCE THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY 1"S! IRV=Y"1 COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. AS SET FORTH BY THE FLORIDA BOARD OF THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC A/ REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. — EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. BY. 0�-� Z - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR FOOTING AND/OR FOUNDATIONS. NO. 2534 FENCE OWNERSHIP NOT DETERMINED. STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. BEAR THE EMBOSSED; SEAL. OF THE ATTESTING LAND - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. SURVEYOR). - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120680 0302 L DATE OF FIRM: 081111=08 BASE FLOOD ELEVATION: WA REVISED ON: CERTIFIED TO: JONATHAN MELTZ N µ6�...184 �•'' ,'fIF/Q'' ,'• 0p #09'4 - q•9 ye r N0 2834 e STATE OF <,IMO Sli SURVEYOR'S SEAL I S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-206525 Permit Number: BPP -8-13-1939 Inspection Date: January 31, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: MELTZ, JONATHAN Work Classification: Addition/Alteration Job Address: 157 NE 104 Street MIAMI SHORES, FL 33138-2028 Phone Number Parcel Number 1121360130750 Project: <NONE> Contractor: STAR -LITE POOL BUILDERS Phone: (954)747-3377 Buildina Department Comments NEW Swimming POOL Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments f � � � ,-.� � ,� � { t d Failed //y Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. L/9y For Inspections please call: (305)762-4949 January 31, 2014 Page 1 of 1 7TH UU N.W. 331 ' SUITE 202 �l ova Surveyors Inc. 13-006076 . MIAMI, FL 33128 SURVEY NO - e TELEPHONE ( 2880 ,, FAX: 1308) 229 DRAWN BY: LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF LOT 22823, BLOCK 121, OF MIAMI SHORES SECTION FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 157 NE 104 ST, MIAMI SHORES, FL 33138 FOR: JONATHAN MELTZ LOCATION SKETCH Scale 1" = NT.S. _ .•� A 4 1W, —N a� SJ so Vol X15 16 %I $I t sd ABBREVIATIONAND MEANING A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. - RADIUS OF RADIAL A1C = AIR CONDITIONER PAD PROGRAM RGE. = RANGE A.E. = ANCHOR EASEMENT 9$ 13 7 r b 5 4: 3 2L 1 L.M.E. = LAKE MAINTENANCE EASEMENT RAW = RIGHT-OF-WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R.= BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 B.M. = BENCH MARK MAH - MANHOLE SWK = SIDEWALK 4k N.A.P. = NOT APART OF T = TANGENT C = CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP - TOWNSHIP C.B. = CATCH BASIN ABBREVIATIONAND MEANING A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. - RADIUS OF RADIAL A1C = AIR CONDITIONER PAD PROGRAM RGE. = RANGE A.E. = ANCHOR EASEMENT N 14 13 It it 10 i > T A- ABBREVIATIONAND MEANING A = ARC FNIP. = FEDERAL NATIONAL INSURANCE RAD. - RADIUS OF RADIAL A1C = AIR CONDITIONER PAD PROGRAM RGE. = RANGE A.E. = ANCHOR EASEMENT IN.BEG. = INGRESS AND EGRESS R.P. - RADIUS POINT AIR = ALUMINIUM ROOF EASEMENT R.O.E. - ROOF OVERHANG AIS - ALUMINIUM SHED L.F.E. - LOWEST FLOOR ELEVATION EASEMENT ASPH. = ASPHALT L.M.E. = LAKE MAINTENANCE EASEMENT RAW = RIGHT-OF-WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION B.C.R.= BROWARD COUNTY RECORDS M. = MEASURED DISTANCE S.I.P. = SET IRON PIPE L.B. #6044 B.M. = BENCH MARK MAH - MANHOLE SWK = SIDEWALK B.O.B. = BASIS OF BEARINGS N.A.P. = NOT APART OF T = TANGENT C = CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP - TOWNSHIP C.B. = CATCH BASIN DATUM U.E. = UTILITY EASEMENT C.B.W. = CONCRETE BLOCK WALL N.T.S. = NOT TO SCALE U.P. = UTILITY POLE CH = CHORD O.H.L. = OVERHEAD UTILITY LINES W.M. = WATER METER CH.B. = CHORD BEARING O.R.B. = OFFICIAL RECORD BOOK W.R. = WOOD ROOF CL= CLEAR O/S = OFFSET W.S. = WOOD SHED C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG C.M.E. = CANAL MAINTENANCE P.B. = PLAT BOOK c� a ANGLE EASEMENTS P.C. = POINT OF CURVE A =CENTRAL ANGLE CONC. = CONCRETE P.C.C. = POINT OF COMPOUND CURVE C.P. = CONCRETE PORCH PL. = PLANTER q a CENTER LINE C.S. = CONCRETE SLAB P.L.S. = PROFESSIONAL LAND -MONUMENT LINE D.E. = DRAINAGE EASEMENT SURVEYOR D.M.E. = DRAINAGE MAINTENANCE P.O.B.. = POINT OF BEGINNING EASEMENTS P.O.C.. = POINT OF COMMENCEMENT DRIVE = DRIVEWAY P.P. - POWER POLE ENCR =ENCROACHMENT P.P.S.. = POOL PUMP SLAB E.T.P. = ELECTRIC TRANSFORMER PAD P.R.C. = POINT OF REVERSE CURVE F.F.E. - FINISHED FLOOR ELEVATION PRM - PERMANENT REFERENCE F.H. = FIRE HYDRANT MONUMENT F.I.P. = FOUND IRON PIPE PT. = POINT OF TANGENCY F.1 R. = FOUND IRON ROD PVMT. = PAVEMENT F.N. = FOUND NAIL PWY = PARKWAY F.N.D. = FOUND NAIL & DISK LEGAL NOTES TO AC^OMPANr SKETCu nc R - RECORD DISTANCE ¢� �wvcv m¢i twt - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND i OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITYAPANEUSUFFDC 120880 0302 L DATE OF FIRM: 0911112009 BASE FLOOD ELEVATION: NIA. LEGEND TYPICAL --ON- OVERHEAD UTILITY LINES as C.B.S. -WALL (CBVA -x-x C.L.F. - CHAIN LINK FENCE -O-O- I.F. - IRON FENCE ri-rr W.F. a WOOD FENCE • am - EXISTING ELEVATIONS S RV 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DARE COUNTY. BW ELEV. FEET OF N.G.V.D. OF 1929. RVEYOR'S CERTIFICATION I HEREBY CERTIFY. THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER S1 G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: CERTIFIED TO: JONATHAN MELTZ N E.. Le.'aP IFIC,� :'P - a : NO. 2834 ; ; •'., STATE OF �'No 8UR40 SURVEYOR'S SEAL 3