Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BPP-13-1759
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 209410 Scheduled Inspection Date: April 03, 2014 Inspector: Rodriguez, Jorge Owner: CARMEN RODRIGUEZ ALTIERI, DANIEL ococ'7 Job Address: 510 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: BPP -8 -13 -1759 Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132060140830 Contractor: STAR -LITE POOL BUILDERS Phone: (954)747 -3377 comments NEW SWIMMING POOL AND DECK INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 209320. CREATED AS REINSPECTION FOR INSP- 196562. NO RESULTSII Doors missing alarms Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 02, 2014 For Inspections please call: (305)762 -4949 Page 15 of 32 3 Buunmw 9" Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 130nd Hoag ql'� PERMIT APPLICATION Permit Type: CB UILDING JOB ADDRESS: 510 ONE 95th Street 0 y AJJG05H FBC 20 Permit No. Master Permit No P i ROOFING City: Miami Shores County. Miami Dade Zip: Folio/Parcelk Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Daniel Perez 4n A� -Q�4,Y 1 Phone#: 305 - 788 -6419 Address: 510 NE 95th Street City: Miami Shores State. FL . 33 TenantlLessee Name: Phone#. Email: CONTRACTOR: Company Name: Star -Lite Pool Builders phone#: 954 -747 -3377 Address: 10875 NW 52 Street, Suite 8 City: Sunrise I FL Zip: 33351 Qualifier Name: Ronald M. Bixler Phone#: 954-747 -3377 State Certification or Registration #: CPCO56418 Certificate of Competency #: Contact Phone#: 954 -747 -3377 Email Address: stadkepoolbldrs @hotmail.com DESIGNER: ArchitcetAm&ew David Faerman phi 561 -445 -1787 Value of WorkforttFerit: $ �00 uare/Linesr Footage of Workc j L® �> Type of Work: OAddition OAlteration New ORepair/Replace ODemolition Description of Work: Construct a new swimming pool and deck Color thra tile: Submittal Fee $ 00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ 17.6 Q DBPR $12. h Bond $ Notary $ Training/Education Fee $ ,�] Technology Fee $ 2 2, . qQ. Double Fee $ Structural Review $ TOTAL FEE NOW DUE $_4 Bonding Company's Name (if applicable) Bonding Company's Address Cily State Mortgage Lender's Name (if applicable) 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 farst 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 Signature U Owner or Agent The foregoing instrument was acknowledged before me this day of 20 , f�, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY LIC: Si print Dale A Masker My Commissi E ,I DALE A. MASKER Commission # EE 099A28 • g Expires June 6, 2015 ''�, ... �'� BondedTluuT %�fakil�a�xe8�385�T019 Signature Contractor The foregoing instrument was acknowledged before me this day of 220 0 by Ronald M Bbder who is uersonally known to me or who has produced as identification and who did take an oath. APPROVED BY !a�/ S Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 11007)(Revised 06/10/2009XRevised 3/15/09) NOTARY P LIC: Si �NAWle_c_ pmt e A Masker My qomo 'KtK Commission # EE MA28 Expires June 6, 2015 .n °:•` 8aaedTFcuTro}!F�nl��rT019 IZJ6 0 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. _COPY OF QUALIFIER'S STATE LIC CARD B. - K COPY OF LOCAL BUSINESS TAX RECEIPT C. _P` T COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: BUSINESS NAME: BUSINESS ADDRESS: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION STATE V-L, ZIP CODE -��35 S 1 BUSINESS PHONE: 61%-) ) -7 -i 7 FAX NUMBER -7 LV7 I L[qL' CELL PHONE 93L - 1472 QUALIFIER'S NAME: YVA ' QUALIFIER'S LIC NUMBER: ���a0141,8 E -MAIL ADDRESS (IF APPLICABLE): Cry on 3H90 BY M WV I RV MAN MV f >. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 BIXLER, RONALD MARION STAR -LITE POOLS 10875 NW 52ND STREET #8 SUNRISE FL 33351 (850) 487 -1395 sTn aF Fror:roA ACS` . 6:4 9 7 3$ 8 Congratulationsl With this license you become one of the nearly one million .' A,� � tF BUSIN'ESS AND Floridians licensed by the Department of Business and Professional Regulation. i PROFESSION iI, REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. i PC05g418 0;'/11/12 120022629 Every day we work to improve the way we do business In order to serve you better] For information about our services, please log onto www.myflorldallconse.com. CERT _Ci<JN�lE ICAt, PQ 14 /9)? I< CONTR . There you can find more information about our divisions and the regulations that B XL]f;R, ilis impact you, subscribe to department newsletters and learn more about the SAR `LIT Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. ' =g.. CERTIFi D trades .t.Tie.'provisions`of chA89 F8 Thank you for doing business in Florida, and congratulations on your new license! ,8>iy .4im date. ".AXTG 3T,.:20�4 $1�Dti11'01653 DETACH HERE ■i BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Receipt #:18 8 - 62 5 Business Name: STAR. LITE POOLS POOL /MARINE CONTRACTOR (C1 Business Type:COMMERCIAL POOL /SPA) Owner Name: RONALD M BIXLER Business Opened:lo /03/1994 Business Location: 10875 NW 52 ST 8 State /County /CertfReg:CPC056418 SUNRISE Exemption Code: Business Phone: 954-747-3377 Rooms Seats Employees M hl ac nes Professionals 3 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: RONALD M BIXLER 10875 NW 52 STREET #8 SUNRISE, FL 33351 2012 -2013 Receipt #13B -11- 00008067 Paid 07/26/2012 27.00 1 I' El BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 i VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 188 -625 ! DBA:STAR LITE POOLS Receipt #:188-625 CONTRACTOR Business Name. Business Type:COMMERCIAL POOL /SPA) Owner Name: RONALD M 92XLER Business Opened: lo /o3 /1994 Business Location: 10875 NW 52 ST 8 State /County /Cert/Reg:C PC 056418 SUNRISE Exemption Code: Business Phone: 954 - 747 -3377 Rooms seats Employees Machines Professionals 3 For Vending Business Only Number of Machines: Vendino Tvoe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations Mailing Address: RONALD M BIXLER 108 ?5 -NW 52 STREET #8 SUNRISE, FL 33351 2013 - 2014 Receipt #01$ -12- 00001885 Paid 07 /11/2 013 27.00 STARL -1 OP ID: TF '44C4C>APjDr CERTIFICATE OF LIABILITY INSURANCE °"o ° 3'' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PHIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s), PRODUCER Phone: 321. 397 -3870 Insurance By Ken Brown, Inc. PO BOX 948117 FeX: 321,397 -3888 Mditd R,G fiths -8117 NCOAaEAcT (M. PHONE N F No . eeaL ADDRESS: AFFORDING COVERAGE NAK:O GL20M230101 INSURER A:B d Cas Ins Co. 10335 EACH OCCURRENCE INSURED Star -Lice Pools Star-Lite Pool Builders Inc. 10875 N.W. 52nd Stmt Unit #8 INSURERB:Amertsure Ins Company 19488 DISuRERc :Amerrisure Mutual ins. Co 23398 INSURER D: $ 1,000, Sunrise, FL 33351 INSURER E : GENERAL AGGREGATE $ 4000, INSU F . PRODUCTS - COMP /OP AGG $ 2Aos COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building POLICY NUMBER Department H POLICY LETS B GENERAL LIABILITY X COMMERCIAL GENERAL uAwuTY CLAIMS -MADE Fx-1 OCCUR GL20M230101 0911302012 091131=3 EACH OCCURRENCE $ 11000, PREMISES orate $ 100, MED EXP (Any orre person) $ % PERSONAL & ADV INJURY $ 1,000, GENERAL AGGREGATE $ 4000, GEITL AGGREGATE LIMIT APPLIES PER X POLICY PRO F1 Loc PRODUCTS - COMP /OP AGG $ 2Aos $ B AUTOMOBILE LIABILITY ANY AUTO �� ED SCHEDULED AUTOS HIRED AUTOS X NON -OVVNED AUTOS CA20569870401 09113/ 2012 09113!2013 COMBINED SIN LE LIMIT 11000, X BODILY INJURY (Per person) $ BODILY INJURY (Per aunt) $ X PROPERTY DA AGE $ C X UMBRELLA LIAB EXCESSLIAS X BUR I CLAIMS41ADE CU20032UI102 0911312012 09113020/3 EACH OCCURRENCE $ 3,01XIAN AGGREGATE $ 3.0. DED I X I RETENTION $ 0 $ A WORKERS COMPENSATION AND EMPLOYED' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN OFFRCERIMEMBER EXCLUDED? E-1 (Mandatory in NH) It yyeses describe under DESCRIPTION OF OPERATIONS below NIA 19601875 M2612013 06/26/2014 X UVC ST TH- Y U& E.L. EACH ACCIDENT $ 100, E.L DISEASE - EA EMPLOYEE $ 1001 E.L. DISEASE - POLICY LIMIT $ 500, DESCKPI OF OPERATIONS I LOCATIONS I VEHICLES (Atlach ACORD 101. Addiffond Itenua w Schedule, B rnum spaca Is n CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building ACCORDDAI CE�WI THE PROVISIONS. WILL BE DELIVERED IN Department H POLICY 10050 N.E. 2nd Avenue A�HO�D REPRESENTATwE Miami Shores, FL 33138 ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Page 1 of 3 not valid withad all three pages U.S. DEPARTMENT OF HOMELAND SECURTI,Y ' ELEVATION CERTIFICATE 4 FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Immwa PWF- IMPORTANT: Follow the instructions on pages 1 -9. Al. Street OMB No. 1660 -OOM Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION 1 R)1+* 11SURAi�iC COAt1PANY 1ISE_ l or LOT 1a AM 77 SOCK 55, WW SHOWS sEGM -N MOM AQOQR Q W THE KAT M*Re F AS RECbRDED IN PLAT WOK W PAW 37 OF TW PUBLIC r OF ADAM CCUtQfy, FLOR & A4. Building Use (e g., Residential, No"esidential, Addition, Accessory, etc.) RESIDENCE, A5. Latitude /Longitude: Lat. tL25 5145.65 Long, W 8011 12.93 Horizontal Datum; [] NAD 1827 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 AB. For a building with a aawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crowispace or enclosure(s) 1678 sq ft a) Square footage of attached garage NIA sq ft b) Number of permanent flood openings in the crowispace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 2 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 288 sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes (id No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLED INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP Community Name & Community Number I B2. County Name I B3. State B5. 12086C - 0306 9/11/2009 I Revised Data A0, use base flood B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: 611.Indicate elevation datum used for WE in Item 69: to NGVD 1929 ❑ NAVD 1986 ❑ Other /Source: B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 10 No Designadon Date: / / ❑ CBRS ❑ OPA SECTION C - WILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. 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 A1430, AE, AH, A (with BFE), VE, V1 V30, V (With BFE), AR, AR/A, AR/AE, AR/A1 -130, AR /AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. in Puerto Rico only, enter meters. Benchmark Utilized: SEAL TIME NETWORK t -NET (GPBJ - TBM ; 7.10 Vertical Datum: NAVD198B Indicate elevation datum used for the elevations In items a) through h) below. ® NGVD 1929 ❑ NAVD 1911 ❑ Other /Source: Datum used for building elevations must be the saran as that used for the BFE. a) Top of bottom floor (Including basenwd, c rawispaoe, or enclosure floor) b) Top of the next higher floor Q 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 Check the measurement used. -9 _ .44 ® feet ❑ meters _ -10_ .09 . _ p feet ❑ meters NIA ® feet ❑ meters NIA ® feet ❑ meters 9 .67 ® feet ❑ meters 9 .15 ® feet ❑ meters 9_ .37 ® feet ❑ meters WA ® 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 Taw to certify elevation Information. l certify that the inthrmatlon on this Certificate represents my best efforts to interpret the data available. to or r�R� 1 understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Cott, Section 1001 v cq ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a QP T�NF ❑ Check here if attachments. licensed land surveyor? ❑ Yes @ No FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REV.0 812112013) Page 2 of ,not valid without alt three pages ELEVATION CERTIFICATE, pate 2 FL12M.0400EC Comments THIS ELEVATION CERTIFICATE AND THE INFORMATION HEREON IS FOR FLOOD INSURANCE PURPOSES ONLY. IT IS ONLY VALID OUTSIDE OF THE HOUSE. THE GARAGE IS DETACHED, FLOOR ELEVATION 8.50 Signature 10ell""Pz— Date 812112013 CENTERLINE Reran ELEVATION: 9.04 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E:1-0. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A. Band C. For Items E1-E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is NIA ® feet ❑ meters ❑ above or ❑ blow the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A ® feet ❑ raters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see (ages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is NIA ® feet ❑ meters ❑ above or ❑ blow the HAG. E3. Attached garage (top of slab) Is NIA 10 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is NIA. ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or ownees authorized representative who completes Sections A, B, and E for Zone A (without a FEMAdssued or commuri ty-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address city State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officcial.who is authorized by law or ordinance to administer the communitys fkmdplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used to Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from otter documentation that has been signed and seated by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a f-EMA Issued or community - issued BFE) or Zone A0. G3. ❑ The following Information (items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issue! for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -buiR lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. WE or On Zone AO) depth of flooding at the buikfing site: ❑ feet ❑ meters Datum G10. Communitys design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments. FEMA Form 08633 (Revised 7/12) Replaces all previous editions. liou 26 2Q.0 1.0:14AM Mil4ennium Pool Products 561- 649 -6363 p.1 Pte. wlanwiaawmg sacs e ra1_>aav amuN tar. F'0 000 pane Baao>w, A mast (954) 97W 14n ("Af 919-=40 FWA AAWk" Ofte 27 (r7212WWN Fax t'ap«wwwwww"anxte r+ :✓mall: paeplaMmLam MESH SAFWT Vwwm C 6?f 13 - .175q. &V,I Pool fences COnSbUtUd I11Y11U (4) 00 On (l) Ant hmWft �,y �i AUG 0 5 LU i3 PrOt at-Ap ft Pad ! , gyp, Md �Y ti0i01 m oii d' Yl�t D�1 •i1aN of Mash � f► isnMMN �� R4'101.1.7T. f!i o� � �` � 1,�' Buis Code to* 111A 01 FkWAL This IrOttlr S WO TM T70 DOW fit en ftbeft used In ft ^87MP wlilti 1 D DSM7.ft Md G6341Ys Thls nm h hft Imn d tl1O above d F10dde 6tandtd by V► am of end Iny. If Yco hail ®ny gtwdk ml or raW add:Men , plum Coltla+id us. Pmftd4k4wm. pt;hf ftnm go". bw�. BNI L 6� 53 *npaJd jaod W"Tuu6T T TH WHQS S I I LODZ aY "N 8 T •� sSBa- u�G -ikSe Mow 26 t A.: :y, i r•• 2010 10 :14AM Millennium Pool Products 561- 649 -6363 p.2 .� • . • .. ..: ..: • ..•: - ✓,. :,�.. :.' t +� : ::w ..� ^r :(m:via; ik.M ..,�; iii u� .. :; •.:�. ManutectudrV 0MG* 1791807 MUM Rd. Pompano beach. FL 33089 (954) 97410$9 (954) 979 -5240 Fax i-.radDelln0 Mae ;: 72) 288•eo20 - MO-902-2206 (772) M-5028 Fax http:pw+ww.Prateclachnd -CWn Effudi: pacprsc0soL om i PRODUCT AND 1110TAU ATION OUIDELINEB FOR FLORIDA PIOOvCI-A-Mild ra01 X0900 8 yalbaw Im vani ies dot II$ Weditat fW0CL3 do ilefialtion and requbwavents 6f& march i wW bawvlav as Adiand in 4181. #7.1.15 of the 2004 VW RaddevaW Building Coda. Sawadc 13P *boom M ea4 &wwsrisgillrt am anon Moah s0 Mvpertpasts eit amob WA UV Wildellitaaaasbftd bt dw2MFBC 24181.17.[.13 Wide and we atua� u� ,� no am aapwL Fa ao b is 4 a a� t+etaw Scars and Aae�r.= 6anewsasldagtbe s� e m eBs P� ace acsaNiaO a jtnidethtes•at 1nkyrMdspmftal'i ! aseuaM islsaaslam sllc(d) hmias apart an lira past. Patin dads abeves: Whesss b Bled In • sound deelk =whin (easmew bick. ota.) decal sleeves am -ate nancanductive KA60 altptasib) taildovioedins aadwaramatagattlralawnabove s Bwfler lewd. Wheat boo ells & dw hollm ef1t =w6 bw lav Is low than one (1" 1 above do deck sxxxffsx. WSTAULAT1O7N ALL FJWCING 19 REQUMElD'I10 BB SPACW A WONT iUM OF 20r FROM THE EWE OF THE POOL. WATEL LATC141+R# DEVIM- Bach section awe be affixed to the adw as the tap or&* hm& at least 4r abMa VNIL Ow (1) of** MWft tiaview; eeft"M aOCtIaS WAM 110e tie JM 89 teftownd against dta tag& % ft limb ant It wgph ea tonic an Imm. TBis mom do n quimax nt aetba each spoelf ft ila a 4gimb tt<secoorvo ow post of do hnm IW SOUND WRFAC13B SjtMAS CONCUrM F THINK MT CICING BRlctt:, . AND B1kKK MMTARBD 70 BTBs Blebs ate eLdiletl In tho deck sw0w to a depth neaessawy to meavowdese to Sam posts. '1 him Bales, am doomed with plecatia domes. 2 • d 6560- 0L6 -bS6 s- 4onpoid joea,d •atnjUuej 1 l:W Wd09 a 11 GOOZ ZI ^oN Nov 26 2010 10:14AM Mi'l,lennium Pool Products 561 -649 -6363 P.3 J Il l "UNBOM Y SURFACES SUCH AS I`14 SW" BRWiK PAS MWes Alm dAlled $1to d'Ib pa�ams iD � � Ili � alba'�11 ,ea'sballs�r' a�dtabla msral a111�r1i11 Or l"' or I 'A P VC plpo 4lr bWok tg odad b M dW p"W W SMMW 91VIM mmemon pill 'I Emu es i�ad bod bttl8mr bi .Typiratly & Is ir4r opom rmmad P'drid[6rloitpaaverpadaa 9nss�d'bedhaa bum ibonumbly► eked spd lA.ar aw pMas 1 sdI ►IFcaeteree� . GRASS AND t 1 I4gP mob as I" ar rt %sy` PYC Pqm S t to CFMMd, batasr 60 WMW W we in a dqO aedsasary dgpgWv dHe al•WNtasd a�sd aa�t be dn: Rdd, Typiady ehf t b l 8"-24 ds UPOU PpAUg Md MMrlal mad. 1' PVC Pipe regUkn pa ift conanne aMOa9td II t+o wppm tt: WOOD DECK& Wand dub wtag ZX tm dw am be dolled mnu tls► amt tltmft HmWW In ** ner mad nomw mumbe do imW la to doed an gtm Any wood ht Imss darn good shape, Owe Br Be an ' or met kmbl sd aaWy wW n quka as bumlidoa shnnw to do Bond appHoadem 4" dwwe ssdng uMg la mm Wd job a gaud Smika blow olhmww set die wood dmM be rdmbmod usimume wAth in ssdW and bkmk orwaood a moved w nWed 6o fiatap samlbm 0 a • E''d 6960- 046 -*Sa szonpusd Toad mnTuuwlllW Wti09ITT LOOZ ZT ^oN t1 f • , .'Nov 26 2010 10:14AM Mi .11enhium Pool Products 561 -649 -6363 p.4 •_,,.- .;.,.;.. yr. eci.:. :i :n"_y �.r,.a C••pw i}:-0•.rt .. .. .. ,;• . •.. �' • ��f$�f� i� � .. .. .. � . ... s r 'mot' .. �. rn" _a +..:�'l�'i4'Qw,i -' x.i�e,._ .x .Mr� .. ♦ •3I � ' f a fWAW%MIkW% R 04MA O" Dwim! NO M94)WM4D hVVNWDM +"00"am VA"s a•-Am�.a.a�aoa�. t, • d ��1!? -O4rt79 man Bawd Proted -XChRd Pool Pena Deer Mat The prepw M@MM at butdft P�s�+A�ClMtd Pohl Few In 1!n grpsnd ib b.. { P 8'!t 14' . pro • t� � Of ed"ft•4• PVC pip wM In prate tD to . * �@wftnos Owj! jhO ►ef*m Pipe atmaM big 4.600 on ft eA qe�r a* to Near amm POW d �► p 1P 1iN ihelfpM.. w1 0rt sea up, the pod v1 be�p�pabAttlpiilloe►poe1. Since". [Ian CGP*N$" ViCS l�rosfdgtt ProieCIA -MM Pool Fence 8"Mm, 610• a 4 6900- OLB - ;S8 *%pnpoid Y ood w n Fuca t T F W WdOS $ T T LOOZ Z i ADH Nov 26 2010 10:14AM MiATennium Pool Products 561- 649 -6363 �f! 'f Ift me 9`�! i'F #RP1ld�' i�91t0i9 i INSTALLATION PROCESS FOR SAND SPET PAVER INSTALLA71ONI When installing fence Into send set patios such as pavers, flagstone. or marble slabs where the solid surface Is 2" or less and th surface Is not cemented to a concrete slab. it may be necessary to use a longer plastic sleeve as much as. 10', This allows si,;aport in the substrate below the deck to help stabilize the fence when only the top of the sleeve Is in a solid surfgpe and that surface alone Is not thick enough to provide sufficient support to the fence. Solution: Use 1° Sch 40 PVC as the sleeve and cut to length necessary to give good purchase in the substrate below the deck. Method: The PVC will need to- be modified to work by cuffing a groove lengthwise In the pipe so the pipe will constrldt to fit into the ? %4 hole. Materials: 1" SCH 40 PVC OD of PVC pipe prior to moditica lion: About 13180 Technique: Slice aria wall of the PVC lengthwise to cut out at least a 5/320 — Y4' wide groove lengthwise In the p1m. This could aw best be done on a table s or radial ann saw where you can cut a long length but can also be accomplished using a circular saw. Depending upon how many sleeves you need you may wish to cut the groove in a full 10' length of pipe and -then cut your Indivldual sleeves t6 length. Most saw blades only cut a 3132" or less thickness so you may have to run it through twice to create a thick enough gap in the plpe so that it can constrict sufficiently to fit into the hole. Don't worry if you cut the groove a INS too wide as the pipe will only compress and constrict enough to fit Inside die hole. The pipe itself provides outward pressure against the walls of the hole. The resuhing ID will be correct regardless. With -the groove cut, you can compress the pipe with pliers and start it into the hole so it can be hammered in place. The constriction of the pipe to the 1 YV OD wilt reduce the ID to fit:our fence posts correctly. Ph. (772) 288 -5020 Fax (772) 288 5029 3201 GE Slater St. Stuart FL 34997 www.prcftctachUd.com .5 a .j r 71 / I Prepared By sec.4 i E =ACTH Land Surveyors, Inc. www.exactaland.com I Toll Free 866 -735 -1916 • F 866 -744 -2882 I i PROPERTY ADDRESS: 510 NE 95th STREET MIAMI SHORES, Florida 33138 SURVEY NUMBER: FL1203.0400 FIELD WORK DATE: 6/122012 REVISION DATE(S):(rer.3 6/13/2012) (re,r.3 6/13/2012) (,-.2 4/19/2012) (-1 3/8/2012) FL 1203.001 I BOUNDARYSURWY MIAMf-0ADECOUNTY b p 112" FIR 5 89° IF 100271 (m) NO ID ® B.C. - 1{2 flR . *• . iG1C)ii3Q �(D]•s. s ' .t.. :.5/2' FIR 'S' Ct3HG: `5/W 5 89 °3 1 1 Iff .86'(M) 50' (P) 5a (P) (P) ; 1 I N 1 I I i I 39.9' 1.0' ON 42. V 1 W METAL FENCE 1 � I 1.7 N 0.3' ON 2' 3 . I � 18 3.3' II 1.4'q: tu loJ UJ :'t�:• N 00 ` I Z G I o � Q 0` �I I NC7TE: FENCE OWNER5HIF NOT DETERMINED u I.1' ON I i NC N I- 5N. _ 4' C.LF. N tt '. wu�✓T ousE NC ttt 0.2' OFF .g 0.7'ON t 'C4 :. 112• RR gg A. IOyA, lu - 1/2" R 'tea t (shah so propsrtyhas maw ✓may b gle best otmy k --edge Risakwwd mlownWonofa N 89142'07" W 100.27 (M) -WyIIW mhftm . set b-Mbyhe - Ftorlda Paaallar>p `'_ - asde&7bedinGlapfer 30 o is ao .t70/Me A&rAosiftbe Codir 3/4 AJ, FLORIDA s2ustmvlY GRAPHIC SCALE (In Feet) N Ma1kA.Jdnxxl I inch = 30' ft. SYb d Ilmda Pmletaktld strrieyoraM Meppw Ua W. W2 Use ofThis Survey for Purposes ottw than Intended, Without Written Verification, will be at the User's Sde Risk and Withwt Liabdity to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. 1l FLOOD INFORMATION: By pe forming a search with the local governing municipality or www. fema.go9/, the property appears to be located in zone X. This Property POINTS OF INTEREST NONE VISIBLE k was found in THE VILLAGE OF MIAMI SHORES, community number 120652, dated 09 /11/09. °- iT^u"tif ' ' • , T � AFFILIATE MEMBERS CLIENT NUMBER: ALTIERI PUR 12 � DATE: 6/13/2012 DANIELEPEREZAND BUYER: CARMENR ODRIGUEZ- ALTIERI, HUSBAND AND WIFE s I �, SELLER: JONATHAN BONITA & MELLY BONITA CERTIFIED TO: DANIEL E. PEREZ AND CARMEN RODRIGUEZ- ALTIERI, HUSBAND AND WIFE; LOUIS STINSON, JR., P.A.,, OLD � __ACT A ' REPUBLIC NATIONAL TITLE INSURANCE COMPANY www.exactaland.com Land Surveyors, Inc. P (305)668 -6169• F(3o5)668.6325 r— This is page 1 of 2 and is not valid without all pages. LBR 7337 12220 Towne Lake Drive, Suite 55 • Ft. Myers, FL 33913 ,a v rwiWrUlR..Vm 5r-L Slaaara�aam S�mLamaeaoaoc M. O sm SEW. GAR. GARAGE am SEr UIaU."m TLE ToctUOtammunurym - GM GASMEM 5W. S90CTAW UL Ulmaynt flaw 77 7 77 ELECTRONIC SIGNATURE- PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: ind,mMmyWana,hPMs -:, 1. VA& VWWhV the =Veym Adobe Reeder, mfecttho rALTIEI,EH. USBQDANDWMENRODRIGUQ- ' ALTIERI, USBAND pND WIFE bySTARS ,you must usea hash cdadaOOCAfree •Pdnt°bummiwdsrtle °FWtsb. onitne hash cdcAnorisavallablea at z selects wth r — — — — — — — — — — — ToW� . 3. U,u- PritRm,ge °•d�k�le<t,he -tee. IE = A C T A I t'�'�P°P 6. � pmt ' i POOL-FENCE -ADDITION, toolat" zu�dleotd111emoia tobrowmforftsawednWoalyourcomputec S. w,dertt. Pogo Sc.&O'sWecton &opcf ate. oelact°Noner I i 1, a.SeIEctdmHmhMedmdas%W 6. Uncbedcthe AutoRctateadCer @ er ° dmdtb= (� YoaoPDFIsdacbordcysWiedifandthe 7. Checkth9 -aw ePMwdze by PDF°dredd>ox /0 Oa (UP TO$5001 dwaamsin the %Wtmdes> by SUM & aickOKto P� I ANY FUTURE I Ina Wmthecadewhichts moduced bydmhash T0PMWN6LA K +VAWE I SURVEYING SERVICES I ®Ia BtheynmchaoctlyycurPDFIs 1" u, tl, emah ,Prirneczeen,d,00�°Propertlea °• I ON THIS PROPERTY deamnkdydWmd Ifthemfsdo notmewh z atoose -Quality- from the options. I Qfie vosd o sy for me twyer as twee on +,yauPDF 3. Charge from -Auto Color' or 'Full Coke to Itzt Page of the siAVev. Totol dscounl not to -Gray scale°. s Exacta Land Surveyors, Irx 10 - F (3 5WL6m • F s LBS7a97 P (e. E = Suite - 17170 Towne Lake Drive. Suite Ss • Ft. Myers, FL 99913 yens, FL 3 9 Rick Scott iYOsNo: Governor tTo protect, promote & improve the health of all people in Florida through integrated John H. Armstrong, MD, FAGS state, county & community efforts. HEALTH L TH State Surgeon General & Secretary Vision: To be the Healthiest State in the Nation July 31, 2013 Brian Ruff 10875 NW 52 Street Miami, FL 33175 RE: Contingency Letter Application Document No: AP 1114493 Centrax Permit Number: 13 -SC- 1484983 OSTDS Number: 510 NE 95 St Miami, FL 33138 Lot:10 11 Block:55 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 07/18/2013 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 that your existing systems are adequate for the proposed use (Pool construction in the East side of property). The 2 existing septic systems are located in the West side of property. If you have any questions on this matter, please call our office at (305) 623 -3500. Sincerely, Enclosures cc: ''Engineer Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623 -3500. FAX: (305) 623 -3645 YOUTUBE: fldoh Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDEWIAL 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 510 NE 95TH 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). X A combination of non - dwelling walls and fences (screen enclosure, child 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 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 Specifications). 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 F. This form must be signed by .fi9b ownedagent and the prime contractor. NTRACTOR'S SIGNATURE AND DATE OWNER'S SIG RE AN DATE RONALD BIXLER PRINT) &&E A. MASKER Commission lune 6E 28 2015 BMW gpp 38fr7078 DAN I L PEREZ bMt 'AAA OWNE ' r M PRIN1� ,,ti•Ps, MASKER '•: ;:z Commission # EE 099428 '-= Expires June 6, 2015 T)" Troy Fain h=RrW 800.3857019 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 undersigned DANIEL PEREZ i %_ P'X1Ytinf P, Ij+� ert is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: 510 NE 95TH STREET, MIAMI SHORES Whereas, the undersigned owner(s) DANIEL PEREZ , C,0 (4V eA-, C,. A-1 (-I ev^ i desire to utilize said Lot(s) as a single building sibs, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami 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 located. 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, IMra, 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 property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. 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 titre to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shag 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 — 11-. _ OWNER SIGN & PRINT 0 R SANG & P Y- M n U t�t I o ciez- G4 (' f �1211.t I Hereby Certify that on this day personalty appeared before me DANIEL PEREZ1 e�'&hapod SID # as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of �11 k2013 N &ZM RYPUB'LIC STATE OF FLORIDA (Revised 0512209 per:' DALE A. MASKER commission # EE 099428 =;# Expires Jtme 6, 2015 R� .. ftdo mw Tmy Fan M== 800 W,7019 far Bill of Sale This Bill of Sale, made on March 15 2012, between Jonathan Bonita and Melly C. Bonita, husband and wife ( "Seller "), and Daniel E. Perez and Carmen Rodriguez- Altieri, husband and wife ( "Buyer "). Witnesseth, that Seller, in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable consideration paid to Seller by Buyer, receipt and sufficiency of which is hereby acknowledged, delivers, grants, bargains, sells and transfers forever to Buyer the following goods and chattels, to wit: all improvements and attached items, including fixtures, built-in furnishings, built-in appliances, ceiling fans, light fixtures, attached wall- to-wall carpeting, rods, draperies and other window coverings. The only other items included in the purchase are: all of the personal property as stated in the AS IS Residential Sale and Purchase Contract. Said property being located at: Lots 10 and 11, Block 55, Miami Shores Section No. 2, according to the Plat thereof, as recorded in Plat Book 10, Page 37, of the Public Records of Miami -Dade County, Florida. Also known as 510 N.E. 95 Street, Miami Shores, FL 33138 Seller covenants to Buyer that Seller is the lawful owner of the said goods and chattels; that they are free from all encumbrances; that Seller has good right to sell that property, and that Seller will warrant and defend the sale of said property, goods and chattels unto the Buyer against the lawful claims and demands of all persons whomsoever. "Seller" and "Buyer" shall be used for singular or plural, natural or artificial, which terms shall include the heirs, legal representatives, successors and assigns of Seller and Buyer when "Ac c nte�.# so requires or admits. V VLL*777� oath Bo ' Melly C. B ita State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this _)q 1" day of March, 2012 by Jonathan Bonita and Melly C. Bonita, who U are personally known or [X] have produced a driver's license as identifi ions.. [Notary Seal] Notary Public Printed Name: Alj }rt jela%A My Commission Expires: NOM FELDUNI tt1f00008"0EE149789 EXpWMDecandm6,2016 DoubleTimes 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 07/ 1 bl 13 Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as 510 NE 95TH STREET located at SAME 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 Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. POOL TYPE "0" NOTE: ' IN ACCORDANCE WITH ANSIIAPSP -7 2008 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING NON alVING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP. 11fi-I IF NEIGHBI NOTE: ALL, OW TOP OF POOL ELEVATION IS MIN. 6" WITH LOWER THAN F.F.E. OF HOUSE TO PL NTS HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = FLOOD ZONE " X " TOP OF POOL ELV. - 8.94' BOTTOM OF POOL ELV. - 3.94' HYDRAULIC HEAD = N/A ALLOWANCE HYDROSTATIC VALVE --2.0' NET HYDRAULIC HEAD = N/A USE MIN. 6" THICK CONCRETE FLOOR SLAB (NOTE: PROPERTY IS LOCATED IN FLOOD ZONE "X ") LTMITATION OF LIAR3LIIY: BY ACCEPTANCE OP THESE MANE FOR PERMITTING, THE OMTRACTOR AND HOMEOWNER ACKNOWLEDGE AND ACCEPT THE FOUDWIItK3: 1) THE ENGINEER DOES NOT REYIEW THE DRAWINGS FOR COMPLIANCE WRH THE CONIRAC ffiWME?lMVFB OR HOMEOWtaW REQUIREMENTS RELATED TO THE POOL ANW/OR SPA. 2) THE FACTOR MUST VERIFY OMMANCE WITH SETBACKS. 3) ENGINEER IS NOT MPW60U FOR AND HAS NO LTASIIM FOR CO<VST WCTLON IN SETSAW COMACTOR SPED= REQUMEMENTSr OR HOMEOWNER ROQUV NOT SHOWN ON THE MANS. 4) THE ENGINEER RME WS THE RAW FOR CODE COMM MMM TO THE REST OF HIS marau m S) REGVtMMS OF THE CAFE, THE EI 'S UAMLITY IN RELATION TO THESE RAW IS LIMITED TO THE LESSOR OP IL= OR THE FEE CHARGED FOR THE PLAN& DATE DESCRIPTION A 8/21/13 CM CORREMON B C D EQUIREMENTS: BABY BARRIER MIN. 20" FROM JG/ SELF- LOCKYWRS EDGE SEE GEN. NOTE 29 > REQUIRED 4' HIGH (MIN.) )N- CLIMBABLE IS REMOVE FENCE / :R MUST REPLACE 4' FENCE ON ••% nonQFRTY ni , ��jj .i i1L 5' TANNING STEP --�� CLEANING LINE W/ VAC -LOCK INSTALLED BETWEEN 10' 6" AND 18" BELOW POOL ZD WATER LINE PER F.B.C. 2010 NOTE: EXISTING FENCE MUST BE MIN. 48" HIGH W/ GATES MIN. 48" HIGH W/ SELF EXISTING CLOSING, SELF LATCHING DEVICE FENCE AT MIN. 54" rh 18" X 48" SWIMOUT W/ CONTRASTING EDGE SEE DETAIL 37' (NOTE: SEE PG -2 FOR POOL SPECIFICATIONS) E R �44V' POOL SCALE: 1/6' = 1'-B^ BY POOL �� :�.� •t; ,, .) a $:e ".7,:`'la.t e• • E N S� PLANS ,,� Y ° • No DAVID FAERMAN (P.E. 47646) m ~ 22171 WATERSIDE DRIVE ♦ -O STATE 08/2 BOCA RATON, FL. 33428 . David I®Fae V e PHONE: 561- 445-1787 ® ®.'c e ®0 4 0 FT1 , N yGa�lu98G ®d ®����- L A.L PADS N.T.S. SCREEN AS PER CODE WELL POINT SEE DETAIL 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. • - EXISTING FENCE I SELF -CCLLO§ SELF-LO SKING t 13 ao FENCE: 4' HIGH (MIN. I AND NON - CLIMBABL IF NEIGHBORS REMOVE F NCE WALL, OWNER MUST REP ACE I WITH A 4' FENCE ON OWNER'S PROPERTY v n 4 GUEST HOUSE N 4' -` `- AUG 6 2 EXISTING COVERED PATIO NAME: PEREZ LOT: 10 - 11 510- N.E. 95th STREET BLOCK: 55 CITY/STATE: MIAMI SHORES, FL, BOOK: STAR -LITE POOLS BUILDERS 33138 10875 N.W. 52nd STREET SUITE #8 JOB *: 13- 3905 -16 PAGE: SUNRISE, FL 33351 (954) 747 -3377 SUBDIVISION: VILLAGE OF MIAMI SHORES DATE:06/29/13 COUP: MIAMI -DADE sHEET:1 of 5 w D 3 N MD 24' LONG i I I 5' � III I 11 I III N I III LANDSCAPE -I -lII AREA III fV (NOTE: SEE PG -2 FOR POOL SPECIFICATIONS) E R �44V' POOL SCALE: 1/6' = 1'-B^ BY POOL �� :�.� •t; ,, .) a $:e ".7,:`'la.t e• • E N S� PLANS ,,� Y ° • No DAVID FAERMAN (P.E. 47646) m ~ 22171 WATERSIDE DRIVE ♦ -O STATE 08/2 BOCA RATON, FL. 33428 . David I®Fae V e PHONE: 561- 445-1787 ® ®.'c e ®0 4 0 FT1 , N yGa�lu98G ®d ®����- L A.L PADS N.T.S. SCREEN AS PER CODE WELL POINT SEE DETAIL 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. • - EXISTING FENCE I SELF -CCLLO§ SELF-LO SKING t 13 ao FENCE: 4' HIGH (MIN. I AND NON - CLIMBABL IF NEIGHBORS REMOVE F NCE WALL, OWNER MUST REP ACE I WITH A 4' FENCE ON OWNER'S PROPERTY v n 4 GUEST HOUSE N 4' -` `- AUG 6 2 EXISTING COVERED PATIO NAME: PEREZ LOT: 10 - 11 510- N.E. 95th STREET BLOCK: 55 CITY/STATE: MIAMI SHORES, FL, BOOK: STAR -LITE POOLS BUILDERS 33138 10875 N.W. 52nd STREET SUITE #8 JOB *: 13- 3905 -16 PAGE: SUNRISE, FL 33351 (954) 747 -3377 SUBDIVISION: VILLAGE OF MIAMI SHORES DATE:06/29/13 COUP: MIAMI -DADE sHEET:1 of 5 --- 'SPECIFICATIONS .--- POOL SIZE: 12' X ' POOL DEPTH: I 3 TO ! ; ----i POOL PERIMETER: 72 L f POOL AREA SQ. FT.: 288 SF VOLUME: (GALLONS) 8.617 TURNOVER RATE (� 2.28 HRS -I POOL EQUIPMENT AUXILLIARY POOL EQUIPMENT POOL PUMP: SPE -� AUX. POOL PERIMETER: cWA'� POOL FILTER: [^ 90 SF CART. - AUXILLIARY PUMP: N/A POOL INLETS: (� - -- 4 �I AUX. POOL JETS: SKIMMER- [r 1 AUX. POOL LIGHT: POOL LIGHT: COLOR LED AUX. HEATER TYPE: POOL HEATER: AUX. HEATER SIZE: N/A,-' —� POOL HEATER SIZE: WA RAISED: [� R CLEANING LINE: VAC �� STEP(S): NIA �I CLEANING SYSTEM: f N/A BLOWER- f g A CHLORINATOR: I IN -LINE SALT TURNOVER RATE: A POOL FINISH ITEMS COPING: r TUM81 ED h1ARBLE -i HANDHOLDS: C� NIA^I TILE: 6- INTERIOR FINISH: I EX -AGG SWIMOUT: r 1,8 -X48- DECK S.F.: 1 1009 SF LADDER: N /1� I CAPPING S.F.: r N /A�rI HANDRAIL: WA DECK TYPE: I MMBLED MARBLE WATER FEATURES AUX. POOL. SPILLWAY SIZE: N' ,A FOUNTAIN FEATURE: N A N A LIONS HEAD: L_ .:Y^..J SHEER DESCENT: SPRITZER/SPRAY HEAD: NJA FEATURE PUMP: N A THERAPY JETS: ® OTHER: r TANNIN, STEP Ura FIBER OPTIC SPOT(S): rN-/A-1 REMOTE : N/A COLOR WHEEL: N A PERIMETER LIGHT'S: N A GHT SWITCH: YES # OF COLORS: N A ADDITIONAL FEATURES POOL ENCLOSURE: } FENCEJBABY BARRIER�I GLASS BLOCK TYPE: I N/A FOOTERS L.F.: I N/A --1 GLASS ROWS HT: I N/A ^) DECO-O- DRAIN: I N/A "I GLASS ROWS WDTH. I N/A —`-`1 PILING POOL: I NIA ~-{ # OF GLASS BLOCKS. I N/A CONSTRUCTION NOTES 1. POOL ENCLOSURE (FENCE/BABY BARRIER) SHALL MEET REQUIREMENTS OF GENERAL NOTE 29. 2. TRIM TILE ON STEPS AND BENCH. ,��1! /eeeeeO4, 4 on DATE DESCRIPTION BY POLL ��• Q` S�.`••�fi ®o NAME: PEREZ LOT: 10 - 11 10 ' ►'�' b �' 510- N.E. 95th STREET A �` rb'' 4764 `;,(,.,.,. a BLOCK: 55 Mpg, ac} `� ., CITY /STATE: MIAMI SHORES, FL, B PLANS �=�4; = e -- - STAR —LITE POOLS BUILDERS 3313 BOOK: C ' _ Q ' 10675 N.W. 52nd STREET SUITE #a �OB#i 13- 3905 -i6 PAGE: DAVID FAERMAN (P.E. 47646) '� �� ® SUNRISE, FL 33351 SUBDIVISION: �. h (954)747 -3377 D 22171 WATERSIDE DRIVE ��.(� °. C at . �VILLAGE OF MIAMI SHORES E BOCA RATON FL. 33428 G � •p it: e. COUNTY: PHONE: 561 -445 -1787 �`m °ASS /¢`it a,,4� CiATE:�fi %29/13 MIAMI -DADE SHEET:2OF LEG1cND 0 2 WAY VALVE 0 CHECK VALVE 3 WAY VALVE IN -LINE NOTE: IN ACCORDANCE WITH ANSUAPSP -7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP. ;t SKIMMER TO HAVE VENT HOLES IN LID (2) HAYWARD WG -1048E MAX. 125 GPM PER DRAIN ASMEIANSI A 112.19.8 APPROVED MAIN DRAIN COVERS (OR EQUAL) MINIMUM Y APART. INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN OR ON SEPARATE PLANES PRESSURE GAUGE AND AIR RELIEF VALVE FILTER Ogg It Gv, N PIPING SCHEMATIC VELOCITY CHART PER ANSI/APSP -7 SECTION 4.4 PIPE FLOW RATE FLOW VELOCITY 2" INLETS 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 VALVE 1 -1/2" WITH SCREWS EVALUATION FOR COMPLIANCE WITH APSP -15 - ENERGY EFFICIENCY VOLUME OF POOL - 8,617 GALLONS PUMP DESIGN FLOW RATE AT LOW SPEED: 13 GPM TURNOVER RATE AT LOW SPEED: 11.04 HOURS THUS, PUMP SPECIFIED COMPLIES WITH APSP -15 1 HP HAY /WARD SUPER (SP2607X102S) �-- HAIR & LINT STRAINER F'65 GPM MAX. FM Uff PUMP FRAME FILTER TANK MOUNT AND HEATER IF SPECIFIED 13/40 X 3/16' TAP CON. ` REINFORCED CONC. SLAB MINIMAL 4- THICK �ICifR PUMP POOL PUMP FILTER PODIN MW) ANCHOR HEATER NOTES: ANCHOR BOLTS THROUGH BASE (13/4" x 3/16 -) (TAP CON) FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL 4 11/2- ANGLE BRACKETS GAS HEATER) M Z 112" ANGLE BRACKETS HEAT PUMP) WITH (4) 13/4* x 3/161 TAP CON AND (4)1/2- SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING N.T NOTE: SKIMMER TO HAVE VENT HOLES IN LID PLUG OR ASME/ANSI APPROVED COVER o HYDROSTATIC TO BE FASTENED �--� -- o VALVE 1 -1/2" WITH SCREWS o c �e •ii� o 0 0 0 0 i WELL POINT •. ROCK BED 0.0sloLLCe ° °QA•e 0 SKIMMER DETAIL , WELL POINT DETAIL .,`�- \� FAEF&- ** N.T.S. N.T.S. • ee •, ENS • �/ °° G e . DATE DESCRIPTION BY POOL o ° 646 NAME: PEREZ 510- N.E. 95th STREET LOT: 10 -11 A '��; ( °•• • BLOCK: SS B PLANS °=h �� �f• /y s cue -O . STAR -CITE POOLS BUILDERS CITY /STATE: MIAMI SHORES. FL, 33136 C 10875 N.W. 52nd STREET SUM a8 JOB #: 13- 3905 -16 PAGE: DAVID FAERMAN (P.E. 47646) 22171 WATERSIDE DRIVE ° °�O• _• L e• ®e) ®e cs o 4`7- 337751 SUBDIVISION: VILLAGE OF MIAMI SHORES _ 445 87 ,' NEB a 476x6 E. DATE :06/29/13 06/29/13 N Y: MIAMI•DADE SHEET:3 OF 5 c PHONE 561- 1 . I , 2 d I Ua .r POOL STEP DETAIL N.T.s. 1 HP 2 -SPEED IN -LINE SALT WP MANUAL STARTER SWITCH CHLORINATOR W/ (TYP) --� rTC APPROVED CONNECTORS, CLAMPS OR WELDING AT ALL JOINTS. INSIDE DECK WALL SLOPE D °a APPROVED CONNECTOP IOR WELDING AT ALL 3LE #8 AWG WIRE PERIMETER OF POOL ' TOP ' VIEW BONDING DETAIL N.T.S. (PER N.E.C. 2008 680.26 EQUIPOTENTIAL BONDING) 18° 2- #3 CONT. TUMBLED MARBLE COPING PATIO SET IN SAND ON COMPACTED FILI TILE WATER LINE SLOPE _ \1 I 5° TO 6' MIN VERTICAL 2' -3- SHALLOW END Y -0' DEEP END , 2- COVER (CENTER) ,p 5- TOP & 6' BOTTOM APPROVED FI W/ 03 AT 12" O.C. EACH WAY. STEELTEX FORM, -'— KRAFTBOARD OR EQUIV. #3 AT 126 O.C. 6- IN. E.W. BOTr. CENTERED TYPICAL WALL SECTION DECK BONDUdG NOTE (1) ATTACH TO THE POOL REINFORCING STEEL (SINGLE #8 AWG WIRE) (2) BURIED TO A MIN. DEPTH OF 4' TO W 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 SHALL NOT BE REQUIRED. (4) COOT SMALLER /THAN #8 AWG. G WIRE WITH A SOLID COPPER BARE CONWCFOR (5) 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 98 AWG WIRE SHALL EXTEND UNDER PAVED AND UNPAVED WALKING SURFACES BETWEEN IW TO 24' HORIZONTALLY BEYOND THE INSIDE WALL OF POOL OR SPA. (PER N.E.C. 2008 680.26 EQUIPOTENTIAL BONDING) VARCL 15A BREAKER REQ. WP GFI & TO sPSwIT LL L 20' FROM WATER a IMPORTANT NOTE: M MIN. NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0' DEEP AND SPECIFICALLY DESIGNED FOR ppt� 8" JUNCT. DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. MIN. BOXES 12V TRANS. 4' POOL C EONTi�TING 7'-6° 14' DECK 3 #12 IN 1J2" CONO. ( 1" NON- CORROSTYE (1) LED COLOR POOL LIGHT `cvNa. I WATER LINSJ MAIN CUT OFF WATER GRAIN � a g ELECTRICAL DIAGRAM (SEE TYPICAL WALL SECTION) —.,.., SWIMOUT /BENCH DETAIL N.T.S. 1:7 MAXIMUM SLOPE 1. BOND ALL BOXES.RAILS,LIGHTS,STEEL Er. fit, o i l r e a p,# 11" SLOPE Wf #8 WIRE IN POOL AREA. ,09 FAER °�,, LONGITUDINAL POOL SECTION (IYP.) MAX, 2. POOL LOCATION MUST COMPLY WITH NEC �� ° • • ° A. se N.T.S. 2008 CODE, ESPECIALLY NEC 680. ev ��Q� ° ° ° • .°Y %9 ,e EN • DATE DESCRIPTION BY �'• Q ° 7 6 ° ° NAME: PEREZ LOT: 10 -11 P�QI, '�, g 4�;„:; �j O , 46 . 510- N.E. 95th STREET BLOCK: 55 A titi�°; ®* • ° . BOOK: B PLANS �` cmrtsraTE: MIAMI SHORES, FL, ''` ''t ° ° STAR -LITE POOLS BUILDERS 133138 C °, S e JOB #: 13- 3905 -16 PAGE: Q e 10075 N.W. stna STREET SUITE #B D DAVID FAERMAN (M. 47646) ®� SUNRISE, 54) 74 FL 33351 SUBDIVISION: 22171 WATERSIDE DRIVE ,00� AC`S ° • - ® ®,, {954) 747 -3377 VILLAGE OF MIAMI SHORES IE E BOCA RATON, FL. 33428 ® S6 DATE. ®6/9/13 C NTY: SHEET:.OF 5 PHONE: 561 -445 -1787 a MIAMI -DADS �] r 1. CODE REQUIREMENTS- Private swimming pool and spas must comply with chapter 424 & R4101 Florida Building Code, 2010. 2. Mechanical Reaulrements 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. Compiance- All materials, piping, values, equipment or appliances entering into the constnction 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. Engineering 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 editatlonAll 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. W Note: Do not use or operate pool or spa if the suction Inlet fitting Is missing, broken, or loose. 7. Suction Inlet Per Pumpper FBC 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 walls. These suction Inlets shall be plumbed such that water Is drawn through them simultaneously through a common fine to the pump. S. Cleaner Fittings per 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 IS inches below the minimum operating waterievel 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 / IAPMO SPS 4. 9. YAOValves 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 PJs221 & Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. 11. watu 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 §gWgMent 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. Gal E101 - Gas piping shall comply with the Florida Building Code 2010, Fuel Gas Sec. 35. 1- Pool location and Electrical wiring and equipment shall comply with latest edition of the National Electrical Code, section 16. Ladders and Steos- 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 shad be ladders, stairs or underwater benches / swimouts in the deep end. 17. Bj= - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or less. 18. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific appUcatlonPurple primer required on PVC piping. 19. inners- Skimmers shall be installed on the basis of one per 800 SF of surface area or fraction thereof. 20. Hydro5tatie�Relief Devil e- In areas of anticipated water table, an approved hydrostatic relief device shall be installed. Exception Is plastic liner pools. 21. Qi gALg f 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 304.21104 and ACI 506.2 -04, respectively. All other concrete shall be placed in accordance with ACI 30411-04. 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 oll, loose scale and loose rust. Reinforcing, deformed steel bars shall be bent, lapped, placed, supported and fastened according to the Manual 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 wnservative value(s) shall be used. 22. SallS_ . Sta - In accordance with FBC 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 550 psf and 2000 psi for related structures shown within these plans, excavation and compaction in accordance with current edition of FBC. Should any muck, marl, 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. f%fR S,tA"- This design engineer assumes no responsibility for pool constriction in easements or required setback areas. Plot 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. Ong_ natures 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 respgnsibfiity for the safety of existing structures. 25. Be - The contractor shall backfiii the pool shell with caution. The plumbing shall not be disturbed. Backkf ll shall be accomplished with dean, 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 D -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. 2WM- 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 & Siam _with h the pool and spa shall be provided with a cover or other means to reduce heat loss. 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 l /,& IIII1®96� ��� FAEi4A * °° DATE DESCRIPTION BY P ®dt n,£ +t° �NS'y e PLANS •�Y �st;�� r p ° • DAVID FAERMAN P.E. 47646 } • O . "60.. s ® ®° • Q:/ % �� ` ® � STAR -CITE POOLS BUILDERS 10875 N.W. 52nd STREET SUITE *8 SUNRISE, FL 33351 (954) 747 -3397 NAME: PEREZ 510- N.E. 95th STREET CITY /STATE: MIAMI SHORES, FL, 33138 JOBS: 13- 3905 -16 LOT: 10 - ix BLOCK: SS BOOK: PAGE: A C ® SUBDIVISION: 22171 WATERSIDE DRIVE ;o�� � �® ®� °s S's' � ae,g� VILLAGE OF MIAMI SHORES C N � E BOCA RATON, fl.. 33428 PRONE: 561 -445 -1787 ®° °° ®a.. _ _ _ _ .. - a ®ATE:O6t /i9 /�� MIAMI -DARE SHEET:COF 5 c MIAMI SHORC --- APPROVED D;' ZONING STRUCTURAL 4 t LECTRIC i - --------- BLDG. SUBJECT TO STATE AND C COMPLMCE livFP.) RULES AND RE C"!LATIQNS ,-11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 196561 Permit Number: BPP -8 -13 -1759 Scheduled Inspection Date: February 04, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez, Jorge Inspection Type: Pool Deck Owner: CARMEN RODRIGUEZ ALTIERI, DANIEL Work Classification: New NU Job Address: 510 NE 95 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060140830 Project: <NONE> Contractor: STAR -LITE POOL BUILDERS Phone: (954)747 -3377 eunamg Department comments NEW SWIMMING POOL AND DECK INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 04, 2014 For Inspections please call: (305)762 -4949 Page 6 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 196559 Permit Number: BPP -8 -13 -1759 Scheduled Inspection Date: February 04, 2014 Permit Type: Pools/Whirlpools /Hot Tubs Inspector: Rodriguez, Jorge Inspection Type: Fence Owner: CARMEN RODRIGUEZ ALTIERI, DANIEL Work Classification: New NMI Job Address: 510 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number Project: <NONE> 1132060140830 Contractor: STAR -LITE POOL BUILDERS Phone: (954)747 -3377 tiuuamg uepanment comments NEW SWIMMING POOL AND DECK INSPECTOR COMMENTS False Inspector Comments Passed El �. e- 56. 56� i Failed i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 196559 Permit Number: BPP -8 -13 -1759 Scheduled Inspection Date: February 04, 2014 Permit Type: Pools/Whirlpools /Hot Tubs Inspector: Rodriguez, Jorge Inspection Type: Fence Owner: CARMEN RODRIGUEZ ALTIERI, DANIEL Work Classification: New NMI Job Address: 510 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number Project: <NONE> 1132060140830 Contractor: STAR -LITE POOL BUILDERS Phone: (954)747 -3377 tiuuamg uepanment comments NEW SWIMMING POOL AND DECK INSPECTOR COMMENTS False February 04, 2014 For Inspections please call: (305)762 -4949 Page 4 of 26 Inspector Comments Passed El �. e- 56. 56� i Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 04, 2014 For Inspections please call: (305)762 -4949 Page 4 of 26 WWW aactolond,com Toll Fro@ 666 =719 =1916 • F 866 =744 =2682 1E tic 0111 s1 A. r 9 NE 11111W F'KUF'tK I Y ADUKt55: 510 NE 95TH STREET MIAMI SHORES, FLORIDA 33138 FIELDWORK DATE: 1/23/2014 REVISION DATE(S): (REV.0 1/24/2014) 1401.1696 BOUNDARYSURVEY MIAMI -DADE COUNTY b 1/2' FIR NO ID e B.C. 5 89038'1 1 " E 49.86' (M) 50.00'(P) LOT I 8LK 5` NOTE: FENCE OWNERSHIP NOT DETERMINED I.O'ON• LU c6 F4 w,6 O� or o O O z LION barofa 9 daids set forr9► by the Mappers as desalbed in Code. Mark A. Johnson Slab of Floft Proreesionsl sumyor and Mapper License No. 6572 SURVEY NUMBER: 1401.1696 50'(P) b 0 It 5/w � G$ZySE /hereby oe " at /s Ba P made una b oWedge a a5 surrey Heat doe minims Florida Boats fessl Chapter5J -17o 39.9' I.O'ON• LU c6 F4 w,6 O� or o O O z LION barofa 9 daids set forr9► by the Mappers as desalbed in Code. Mark A. Johnson Slab of Floft Proreesionsl sumyor and Mapper License No. 6572 SURVEY NUMBER: 1401.1696 50'(P) b 0 It 5/w 1/2' FIP N 89 042'07" W 100,27'(M) 30 0 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO B= LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. IN CLIENT NUMBER: o I LTf N ( I I RODRIGUEZ ALTIERI, AND BUYER: DANIEL E. PEREZ AND CARMEN - HUSBAND WIFE i I I 39.9' 42. 1' I 4' METAL FENCE I CERTIFIED TO: DANIEL E. PEREZ AND CARMEN RODRIGUEZ- ALTIERI, HUSBAND AND WIFE; LOUIS STINSON, JR., P.A., ui — 1 1.7 in 030N 18.2' 3.3' I I I 1.4' This is page 1 of 2 and is not valid without all pages. LB #7337 -2882 P.866 -735 -1916 • F.866 744 -2882 11940 Fairway Lakes Drive, Suite I- Ft. Myers, FL 33913 LOT /C ? STY. RE5 #51 o v 5UI 55 A/C " n - v N b 3' � _ w LOT 9 N 00 BLK 55 15.0' 1 O 0 J I tl7 V I I 11.5' I CI 29.7' . i OtC1 y✓.'• , a 9 GUE5T OUSE n 4' C.L.F. 0.2' OFF 1/2' FIP N 89 042'07" W 100,27'(M) 30 0 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO B= LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. IN CLIENT NUMBER: DATE: 1/24/2014 1 1 . . 1 AFFILIATE LTf MEMBERS RODRIGUEZ ALTIERI, AND BUYER: DANIEL E. PEREZ AND CARMEN - HUSBAND WIFE i SELLER: JONATHAN BONITA & MELLY BONITA i CERTIFIED TO: DANIEL E. PEREZ AND CARMEN RODRIGUEZ- ALTIERI, HUSBAND AND WIFE; LOUIS STINSON, JR., P.A., _ A Land Surveyors, Inc. www.exactalan This is page 1 of 2 and is not valid without all pages. LB #7337 -2882 P.866 -735 -1916 • F.866 744 -2882 11940 Fairway Lakes Drive, Suite I- Ft. Myers, FL 33913 REPORT OF SURVEY 1401.1696 I. I This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOTS 10 & 11, BLOCK 55 MIAMI SHORES SECTION NO.TWO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF NORTH 0 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED ON THE ASSUMED BEARING OF THE WESTERLY PROPERTY LINE OF LOT 11, BLOCK 55, LOCATED WITHIN MIAMI SHORES SECTION NO.TWO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is aseptic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in orderto determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a rh "diameter, l8" iron rebar with a cap stamped LB #7337. 10. If you are reading this survey in an electronic format, the information contained on this document is only valid if this document is electronically signed as specified in Chapter 51- 17.062 (3) of the Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (POI's) are selected above - ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey. There may be additional POI's which are not shown, not called -out as POI's, or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity. LEGEND: UNETYPES: Iuwasaneau tow BOUNDARY LINE 9TRUCNRE CENTERLINE CHAIN -UNK « WIRE FENCE EASEMENT_ EDGE OF WATER IRON PENCE OVERHEAD UNE5 - ol�nl -pa- SURVEY TIE LINE WALL OR PART' WALL WOOD FENCE Vi PENCE 5URFACE TYPE5: tuaeaameamerarm ASPHALT BRICK or TILE CONCRETE Q COVERED= ARIA WATER ® WOOD SYMBOLS: tuacsopmmneuorm, ® BENCH MARK 4 CENTERLINE t1 CENTRAL ANGLE «DELTA �I COMMON OWNERSHIP • CONTROL POINT ■ CONCRETE MONUMENT (C) CATCH BASIN C ELEVATION T7 FIRE HYDRANT C.B. FND OR SET MONUMENT CHIM. GUHMRE OR ANCHOR O MANHOLE C.O. TREY CONIC. unurn, OR LIGHT POLE © WELL ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF if authentic, is completely c`fcial and insurable. In order to validate the'Electronic Signature of PDF surveys sent via www.surveystars.com, you must use a hash calculator. A free hash calculator is available for download at: www.softpedia.com /QeVSystem/ File- Manaaement/Hash- Calculator- KirilL- html In order to validate the Electronic Signature of any survey PDF sent via ~.surveystarscom., 1. Download Hsvai at: www.softped la.cthe om ah Calculator' lable /Qe VSys[e m /File- MananemenVHa sh- Calculator -Ki rill,,htm I 2. Save the Survey PDF onto your computer from www.surveystarscom or from the email sent from www.surveystarscom. 3. Click the square Browse button in the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand corner of the Hash Calculator. 4. Compare the 40 digit string of characters in the SHA -1 line to the 40 digit SHA-1 characters for the surrey in thejob file in wwwsurveystars.com which is also printed on the invoice for that survey. 5. If the 40 digit string of SHA-1 characters are exactly the same on the invoice (or in the survey file at www.surveystars.com) as they are in the Hash Calculator, then this PDF is authentic. If the 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. SURVEYORS LEGEND A/C AIR CONDITIONING B.R. BEARING REPERMCE B.C. BLOCK CORNER B.P.P. BACKFLOW PREVENTOR BLK. BLOCK BLDG. BUILDING SM BENCHMARK BALL BUILDING RESTRICTION UNE 55MT. BA5EMENT W BAYIBOX WINDOW (C) CALCULATED C CURVE CATV CALVE TV. RISER C.B. CONCRETE BLOCK CHIM. CHIMNEY C.L.F. CHAIN LINK PENCE C.O. CLEAN OUT CONIC. CONCRETE COR. CORNER C501W CONCRETE 51DEWALK C.V.G. CONCRETE VALLEY GUTTER CAL CENTER UNE CIP COVERED PORCH 05 CONCRETE SLAB (D) D® D.F. DRAIN FIELD DM/ DRIVEWAY ELEV. ELEVATION ENCL ENCLOSURE ENT. ENTRANCE EM ELECTRIC METER E.O.P. EDGE OF PAVEMENT E.O.W. EDGE OF WATER EUB ELECTRIC UTILITY BOX (F) MELD FC M END. CONCRETE MONUMENT F/DH FOUND DRILL HOLE P.F. MNI5HLD FLOOR MP FOUND IRON FIFE MPC FOUND IRON PIPE 4 CAP MR FOUND IRON ROD MRC FOUND IRON ROD 4 CAP FN FOUND NAIL FN4D POUND NAIL 4 D15C END. FOUND FPKN FOUND PARKERKALON NAIL FPKN4D POUND PK NAIL 4 DI5K FRR5PK FOUND RAILROAD SPIKE GAR GARAGE GM GAS METER ID. IDENTIFICATION ILL. ILLEGIBLE INST. INSTRUMENT INT. INTERSECTION L LENGTH LBO LICENSE M - BUSINESS 150 UCENSE I - SURVEYOR (M) MEASURED M.B. MAP BOOK M.C.5. MITERED CND 5CCnON M.P. METAL FENCE NA NON RADIAL N.T.S. NOT TO SCALE O.C.S. ON CONCRETE SLAB O.G. ON GROUND OT OUTSIDE OF SUBJECT PARCEL OH. OVERHANG OHL OVERHEAD LINES ON IN51DE OF SUBJECT PARCEL O.R.B. OFFICIAL RECORD BOOK O.R.V. OFFICIAL RECORD VOLUME C/A OVERALL Cr. OFFSET IF) PLAT P.B. PLAT BOOK P.C. POINT OF CURVATURE P.C.C. POINT OF COMPOUND CURVATURE P.C.P. PERMANENT CONTROL POINT PIE POOL EQUIPMENT PG. PAGE P.I. POINT OP INTERSECTION FL5 PROFF55IONAL LAND SURVEYOR FLT PLANTER P.O.B. POI NT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P.P. PINCHED PIPE P. RC. POINTOF REVERSE CURVATURE P.RM. PERMANENT REFERENCE MONUMENT MIA PROPESSIONAL SURVEYOR AND MAPPER P.T. POINT OF TANGENCY R RADIUS or RADIAL IR RECORD RGE. RANGE RE5. RESIDENCE RN FIGHT OF WAY (5) SURVEY 5.5.L SETBACK LINE S.C.L. SURVEY CLOSURE UNE SCR SCREEN PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under "Print Range", click select the "AIL "toggle. 4. Under the "Page Handling" section, select the number of copes that you would like to print. 5. Under the "Page Scaling' selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. ClickOKtoprint. TO PRINT IN BLACK+ WHITE: 1. In the main print screen, choose "Properties" 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale ". -CA C T A i,In E@# SEC. SECTION 5EP. SEPTIC TANK SEW. SEINER %D SET GLUE D15C 51RC SET IRON ROD 4 CAP 51,1ID SET NAIL 4 D15C 50.Pr. SQUARE FEET STY. STORY 5.T.L. SURVEYTIE LINE 5V 5EWEK VALVE 5/w SIDEWALK S.W. SEAWALL TBM TEMPORARY BENCHMARK TEL TELEPHONE FACILITIES T.O.B. TOP OF BANK TWF. TOWNSHIP TX TRANSFORMER TYP. TYPICAL U. R. UTLTY RISER W/C Wri CORNER WIP WATER FILTER W.F. WOODEN FENCE AIM WATER METER/VALVE BOX WV WATER VALVE V.F. VINYL PENCE A.E. ACCE55 EASEMENT ANE. ANCHOR EASEMENT C.M.C. CANAL MAINTENANCE E5MT. C.U.E. COUNTY unuTY nw. D.E. DRAINAGE EASEMENT D.U.C. DRAINAGE AND UTILITY E5MT. 6MT. EASEMENT I.tJr.E. INGRL95:EGRFSS E5MT. IRRff. IRRIGATION EASEMENT L.A.E. UMTED AC055 E5MT. L.D.E. LANDSCAPE BUFFER E5MT. LE. LANDSCAPE E5MT. L.M.E. LAKE OR LANDSCAPE MAINTENANCE EASEMENT M.C. MAJNTENENCI EASEMENT P.U.E. PUBLIC UTILITY EASEMENT R.O.G. ROOF OVERHANG ESMT. S.W.E. 51DEWALK EASEMENT 5.W.M.E. STORM WATER MANAGEMENT ®MT. T.U.E. TECHNOLOGICAL UTILTY E5MT. U.E. UTILITY EA51%tew OFFER VALID ONLY FOR: DANIEL E. PEREZ AND CARMEN RODRIGUEZ- ALTIERI, HUSBAND AND WIFE r- - - - - - - - - - - -, I I I I I I 2.S% Off (UP TO$500) ANY FUTURE I SURVEYING SERVICES I ON THIS PROPERTY I 0 - le :fie .1, I I : first page of the survey. Total discount not to - - - - - - - - - - - J www: @amalaad: €af i rF. &30444110 11940 Fairway Lakes D00; §dIE@ j: ft My @F §, FL �JOJ FREPARED BY: II� w ACTA Land Surveyors, Inc. www,exactaland.com Toll Free 866.785.1916 - F 866.744.2882 AYE Bstn 51 FIE 9siN si 3 ;i riE 5 ?fc157 In PROPERTY ADDRESS: 510 NE 95TH STREET MIAMI SHORES, FLORIDA 33138 FIELD WORK DATE: 1 12 312 01 4 REVISION DATE(S): (REV.0 1/24/2014) 1401.1696 BOUNDARYSURVEY MIAMI -DADE COUNTY o�r--r) 5 S9 °38' 1 1 " E 49.86' (M) 50.00'(P) bon ofd a darts set forth by the Mappers as desaiW in Code. Mark A. Johnson stare of Florida Fomfeeaionel Sum" and Mapper ucense No. 6672 ir� NE "m SURVEY NUMBER: 1401.1696 N 89 042'07" W 100.27' (M) 30 0 15 30 GRAPHIC SCALE (In Feet) 1 inch = 30' ft. Use of This Survey for Purposes other than Intended, Without Written Verification, will beat the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. CLIENT NUMBER: DATE: 1/24/2014 1 1 . 1 AFFILIATE 1 1 MEMBERS BUYER, DANIEL E. PEREZAND CARMEN RODRIGUEZ - ALTIERI, HUSBAND AND WIFE �� SELLER: JONATHAN BONITA & MELLY BONITA CERTIFIED TO: DANIEL E. PEREZ AND CARMEN REZ- ALTIERI, HUSBAND AND WIFE; LOUIS STINSONSON, JR JR., P.A., L-,,_-ACTA Land Surveyors Inc. w16- F.8ctalan -2882 / P.666 -735 -1916 • F.866- 744 -2882 This is page 1 of 2 and is not valid without all pages. LBk7337 11940 Fairway Lakes Drive, Suite l - Ft. Myers, FL 33913 REPORT OF SURVEY 1401.1696 This is page 2 of 2 and is not valid without all pages.' LEGAL DESCRIPTION: LOTS 10 & 11, BLOCK 55 MIAMI SHORES SECTION NO.TWO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF NORTH 0 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED ON THE ASSUMED BEARING OF THE WESTERLY PROPERTY LINE OF LOT 11, BLOCK 55, LOCATED WITHIN MIAMI SHORES SECTION NO.TWO, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. If there is aseptic tank, or drain field shown on this survey, the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods, and visual above ground inspection only. No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent ofthe signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA Flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a'h"diameter, 18" iron rebar with a cap stamped LB #7337. 10. If you are reading this survey in an electronic format, the information contained on this document is only valid ifthis document is electronically signed as specified in Chapter 51- 17.062 (3) ofthe Florida Administrative Code and Florida Statute 472.025. The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office ofthe performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination ofthe abstract of title was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center ofthe field location, and may not represent the actual shape or size of the feature. 13. Points of Interest (PCfs) are selected above - ground improvements which may be in conflict with boundary, building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown, not called -out as P01's, or which are otherwise unknown to the surveyor. These P01's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively, and is the sole responsibility, of Exacta Surveyors. Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S. 558.0035, an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning. Measurements should be verified prior to such activity. LEGEND: UNETYPE5: luw>x onaavexmmr BOUNDARY UNC 9TRUCTIRE CENTERUNE CHAIN -LINK or WIRE PENCE EASEMENT EDGE OF WATER IRON PENCE OVERHEAD LINES era- on[ -on[- 5URVEYTIE LINE WAIL OR PARTY WALL WOOD FENCE VINYL Fmcr SURFACE TYPES: I uaessamq xmm, ASPHALT BRICK or TILE CONCRETE COVERED= AREA WATER WOOD 5YMBOL5: I uxcs onbaox wrmi ® BENCH MARK ¢ CENTERLINE BM CENTRAL ANGLE or DELTA B.R.L COMMON OWNERSHIP * CONTROL POINT ■ CONCRETE MONUMENT (C) CATCH BASIN C ELEVATION V FIRE HYDRANT C.B. FIND OR SET MONUMENT CHIM. GUYWIRE OR ANCHOR O MANHOLE ® TREE CONIC. UTLfrY OR LIGHT FOLE © WELL ELECTRONIC SIGNATURE: In complete accordance with Florida Statute 472.025 and Pursuant to the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668, if this document was received electronically via PDF, then it has been lawfully Electronically Signed. Therefore, this survey PDF, if authentic, is completely official and insurable. In orderto validate the "Electronic Signature "of PDF surveys sent via www.surveystars.co you must use a hash calculator. A free hash calculator is available for download at vrvGSOt[oedia.mm /aeVSvs[em/ File- Managemen VHash- Calculator -Kira l i. In order to validate the Electronic Signature ofany survey PDF sent via wwwsuneystamcom: 1. Download the Hash Calcubmr available at: www.,oftpedia,com/get/System/F ile- Manageme n V Hash - Calculator -Ki rili,s htm I 2. Save the Survey PDF onto your computer from www.surveystars.com or from the email sent from www.surveystars.com. 1 Click the square Browse button in the upper right hand corner ofthe Hash Calculatorto find and select the saved Survey PDF document, and click the COMPUTE button in the lower right hand comer ofthe Hash Calculator. 4. Compare the 40 digit string of characters in the SHA-R line to the 40 digit SHA -1 characters forthe survey in thejob file In wwwsurveystars com which is also printed on the invoice for that survey. 5. If the 40 digit string of SHA -1 characters are exactly the same on the invoice (or in the survey file at www.surveystarscom) as they are In the Hash Calculator, then this PDF is authentic If the 40 digit string of characters does not match exactly, then this PDF has been tampered with and it is not authentic. SURVEYORS LEGEND A/C AIR CONDITIONING E.R. BEARING REFERENCE B.C. BLOCK CORNER B.F.P. BACIULOW PREVENTOR ELK. BLOCK BLDG. BUILDING BM BENCHMARK B.R.L BUILDING RESTRICTION UNE 55MT. BASEMENT 5w BAYIBOX WINDOW (C) CALCULATED C CURVE CAN CABLE TV. RISER C.B. CONCRETE BLOCK CHIM. CHIMNEY C.L.F. CHAIN UNK FENCE C.O. CLEAN OUT CONIC. CONCRETE COTE. CORNER CS/ W CONCRETE SIDEWALK C.V.G. CONCRETE VALLEY GUTTER CA CENTER LINE OF COVERED PORCH 05 CONCRETE SLAB (D) DEED D.F. DRAIN FIELD OW DRJVEWAY CLEV. ELEVATION ENCL ENCLOSURE ENT. ENTRANCE EM ELECTRIC METER E.O.P. EDGE OF PAVEMENT C.O.W. EDGE OF WATER EUB ELECTRIC UTILITY BOX () FIELD FCM FIND. CONCRETE MONUMENT F/DH FOUND DRILL HOLE F.F. FINISHED FLOOR MF FOUND IRON PIPE MPC FOUND IRON PIPE 4 CAP FIR FOUND IRON ROD FIRC FOUND IRON ROD 4 CAP PN FOUND NAIL FN4D FOUND NAIL 4 D15C FND. FOUND FPKN FOUND PARKER -KALON NAIL PPKNI FOUND FK NAIL 4 D15K FRRSFK FOUND RAILROAD SPIKE GAR GARAGE GM GAS METER ID. IDENTIFICATION ILL. ILLEGIBLE INST. INSTRUMENT INT. INTERSECTON L LENGTH LBO LICENSE 4 - BU51NE55 LB{ LICENSE # - 5UKvrrlDK (M) MEASURED M.B. MAP BOOK M.E.5. MRERED END SECTION M.F. METAL FENCE N. R. NON RADIAL N.T.5. NOT TO SCALE O.C.S. ON CONCRETE SLAB O.G. ON GROUND OFF OUTSIDE OF SUBJECT PARCEL OH. OVERHANG OHL OVERHEAD LINES ON INSIDE OF SUBJECT FARM O.RB. OFFICIAL RECORD BOOK O.RV. OFFICIAL RECORD VOLUME CIA OVERALL O/S OFFSET (F) FLAT P.B. PLAT BOOK P.C. POINT OF CURVATURE P.L.C. FONT OP COMPOUND CURVATURE P.C.P. PERMANENT CONTROL POINT P2 POOL EQUIPMENT PG. PAGE P.I. POINT OF INTERSECTION PIS PROPE55IONAL LAND SURVEYOR FLT PLANTER P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT P.P. PINCHED PIPE P.RC. POINT OF REVERSE CURVATURE P.RM. FERMANENT REFERENCE MONUMENT PSM PROPESSIONAL SURVEYOR AND MAPPER P.T. POINT Or TANGENCY R RADIUS at RADIAL (R) RECORD KGE. RANGE RES. RESIDENCE RAN RIGHT OF WAY (5) SURVEY 5.B.L SETBACK UNE 5.C.L SURVEY CLOSURE UNE SCR SCREEN PRINTING INSTRUCTIONS: 1. While viewing the survey in Adobe Reader, select the "Print" button under the "File" tab. 2. Select a printer with legal sized paper. 3. Under "Print Range", click select the "AIL "toggle. 4. Under the "Page Handling" section, select the number of copies that you would like to print. 5. Under the "Page Scaling" selection drop down menu, select "None." 6. Uncheck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print TO PRINT IN BLACK+ WHITE 1. In the main print screen, choose "Properties" 2. Choose "Quality" from the options. 3. Change from "Auto Color" or "Full Color" to "Gray Scale ". SEC. SECTION SEP. SEPnC TANK SEW. SEWER %D SET GLUE D15C 51RC SET IRON ROD 4 CAP 51440 SET NAIL 4 D15C 5Q.PT. SQUARE FEET STY. STORY 5.T.L SUKVEYTIE UNE SV SEWER VALVE 51W SIDEWALK S.W. SEAWALL TBM TEMPORARY BENCHMARK TEL TELEPHONE FACIUTIE5 T.O.B. TOP OF BANK TWP. TOWNSHIP TX TRANSFORMER TYP. TYPICAL I.I.R. UTILITY RISER wC WITNESS CORNER WiP WATER FILTER W.P. WOODEN FENCE WM WATER METER/VALVE BOX WV WATER VALVE V.P. VINYL FENCE A.E. ACCE55 EASEMENT AN.E. ANCHOR EASEMENT C.M.E. CANAL MAINTENANCE P.SMT. C.U.C. COUNTY UnUTY EMT. D.C. DRAINAGE EASEMENT D.U.C. DRAINAGE AND UTILITY C5MT. E5MT. EASEMENT LEJE.E. INGRH59GRE5515MT. IRK E. IRRIGATION EASEMENT L.A.E. LIMITED ACCESS E'SMT. LII LAN05CAFE SUPPER LSAT. LE. LANDSCAPE E5MT. LM.E. LAKE OR LANDSCAPE MAINTENANCE EASEMENT M.E. MAINTENENCE EASEMENT P.U.E. FUBUC UTILITY EASEMENT R.O.E. ROOF OVERHUNG E5MT. 5.W.E. SIDEWALK EASEMENT 5.W.M.C. STORM WATER MANAGEMENT E5MT. T.U.E. TECHNOLOGICAL UTILITY ESMT. U.C. UTILITY EASEMENT OFFER VALID ONLY FOR: DANIEL E. PEREZ AND CARMEN RODRIGUEZ- ALTIERI, HUSBAND AND WIFE T------ - - - - -� 125 1 I I (UP TO$500) % Off ANY FUTURE SURVEYING SERVICES I ON THIS PROPERTY I first • - page of h ill survey. � Total discount not to -• •� AC T A eft � ��� Lll`� WWW: @*AkfdI9hd:tBftl 11940 F@IPWr§y Ldk@§ 0001 §16101= f:E: My @f §, I'L 33913 G Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 206840 Permit Number: BPP -8 -13 -1759 Inspection Date: February 07, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Dacquisto, David Inspection Type: Survey Final Owner: CARMEN RODRIGUEZ ALTIERI, DANIEL Work Classification: New OWN Job Address: 510 NE 95 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060140830 Contractor: STAR -LITE POOL BUILDERS Phone: (954)747 -3377 B Comments NEW SWIMMING POOL AND DECK Passed Failed Correction Needed �aa t t Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments For Inspections please call: (305)762 -4949 February 07, 2014 Page 1 of 1