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BPP-18-1231Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permitwo.: BPP-5-18-1231 D Permit Type: Pools/Whlrlpools/Hot Tubs i Work Classification: New Permit Status: Approved issue Date:O1/07/201.9 1 Expiration: 07/08/2019 Location Address Parcel Number 10540 NE 2 PL, Miami Shores, FL 33138 1122310130540 Contacts CHRISTIAN TUPPER Owner CHRISTIAN TUPPER Applicant CUSTOM POOLS Contractor DAGOBERTO CABRAL 13250 SW 131 ST 100, MIAMI, FL 33186 Business: 3052255315 Other:3052555315 Description: SWIMMING POOL AND DECK Valuation: $ 30,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 515.00 Fees Amount CCF 18.00 CO/CC Fee 15.00 DBPR Fee 13.50 DCA Fee 9.00 Education Surcharge 6.00 P&Z Review Fee 35.00 P&Z Review Fee 35.00 Permit Fee 900.00 Scanning Fee 9.00 Structural Review ($45) 45.00 Structural Review ($45) 45.00 Technology Fee 24.00 Total: 1,154.50 Building Department Copy Payments Date Paid Amt Paid Total Fees 1,154.50 Credit Card 01/07/2019 $954.50 Check # 28090 05/08/2018 $200.00 Amount Due: 0.00 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sigifa wner / --Applicant / Contractor / Agent January 07, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING [-1 ELECTRIC ROOFING ry ,, . Y 0 0018 E BY- FBC 20 F Master Permit No. 'B-ffl ' 1231 Sub Permit No. REVISION EXTENSION [:]RENEWAL PLUMBING MECHANICAL []PUBLIC WORKS 0 CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS q G rr rr j1©5 "lD t LJOBADDRESS: IV City: Miami Shores County: Miami Dade Zip: 3313'9 Folio/Parcel#: 41- 22 31- 013 - 0,5gc) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ogis lRk Ft4MC & 1 r`t"te ro j 2A Phone#: 305 - 206 - qq Z6 Address: 10940 NE 2, ? City: I"kAsM j:'j, 56'GS State: 176rij, Zip: 33138 Tenant/Lessee Name: ry Phone#: Email: t-aiaYzD rcv G l%gwt+ • O°1 CONTRACTOR: Company Name: V c - C x Phone#: 16S L)5-5 ,5" M - Address: r ? City: _ l /_ Stta`te: %,V I J; / Zip: c 3 4 -0 Qualifier Name: 1"`' O19r Iy 1 a !CL' wi _Phone#: State Certification or Registration #: 1' l -7 J WP f d I Certificate of Competency #: DESIGNER:( Architect/Engineer: an iz (D P> \-0 Phone#: 3oS S-r. Address: ILx 0-1 S- City: LIA- J2 r State: it- Zip: Q' Value of Work for this Permit: $ jo / Square/Linear Footage of Work: y7 Type of Work: Addition El Alteration KNew Repair/Replace /i El Demolition j) DescriptionofWork: U 1() Yy1 r n -7 F% & l Yl z Specify color of color thru tile: //. (y [ w SubmittalFee $ Permit Fee $ L9 W- "CCF $ W CO/CC $ I S - Scanning Fee $ !I, DO Radon Fee $ // DBPR $ 13 Notary $ Technology Fee $ c24 Training/Education Fee $ (o Double Fee $ Structural Reviews $L15• ovo- J W Bond $ G(' - TOTAL FEE NOW DUE $ -I Revised02/ 24/2014) ij . Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not bg approved and a reinspection fee will be charged. AGENT ng instrument was acknowledged before this day of 20 ( OV by who i personally known me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: Seal: d;::w+, _ r— fn k W- BAt1STACommis M elan M GO 36857Commission APPROVED BY as Signature CO CTOR Th`e fgMoing instrument was acknowledged before me this 1 7 f 1 day of G 20 1J by ho is =ersonally-knowno me who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: r asMGSeal: MARIA W. BATISTA Commission N GO 36867 My Commission Expires October 06, 2020 Plans Examiner Al% Structural Review Revised02/24/2014) I "' Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2231-013-0540 Property Address: 10540 NE 2 PL Miami Shores, FL 33138-2005 Owner CHRISTIAN TUPPER IRENE MERCEDES FAJARDO Mailing Address 10540 NE 2 PL MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/1 Floors 1 Living Units 1 Actual Area 1,988 Sq.Ft Living Area 1,916 Sq.Ft Adjusted Area 1,940 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016E 2015 Land Value 215,711 180,349 144,279 Building Value 155,278 135,024 135,024 XF Value 3,480 3,504 2,448 Market Value 374,469 318,877 281,751 Assessed Value 374,469 318,877 120,430 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction 161,321 Homestead Exemption 25,000 25,000 Second Homestead Exemption 25,000 25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description FIRST ADD TO PASADENA PARK PB 6-82 LOT 4 & S1/2 LOT 5 BLK 14 LOT SIZE 75.000 X 115 OR 14523-128-14465-642 0490 4 Generated On : 5/8/2018 Taxable Value Information 2017 2016i 2015 County Exemption Value 50,000 0 50,000 Taxable Value 324,469 318,877 70,430 School Board Exemption Value 25,000 0 25,000 Taxable Value 349,469 318,877 95,430 City Exemption Value 50,000 0 50,000 Taxable Value 324,469 318,877 70,430 Regional Exemption Value 50,000 0 50,000 Taxable Value 324,469 318,877 70,430 Sales Information Previous OR Book - Sale Price Pa a9 Qualification Description 30123- 06/17/2016 560,000 Qua] by exam of deed 1852 29462- Financial inst or "In Lieu of Forclosure" 01/08/2015 265,300 2645 stated 00000- Sales which are disqualified as a result 04/01/1990 0 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/8/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. Bases* owns BUSINESS NAME: obi BUSINESS ADDRESS: S I (y ISM CITY 1 (Am STATE ZIP - BUSINESS PHONE: ( ) d t FAX NUMBER ( ) CELL PHONE ( QUALIFIER'S NAME: C. d I %4"t C Ot h(Cd QUALIFIER' S LIC NUMBER: ( -( S 6 l STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 r 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CABRAL,DAGOBERTO CUSTOM POOLS 13250 SW 131TH ST #100 MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please to onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the 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. Thank you for doing business in Florida, and congratulations on your new license! STATE OF FLORIDA J DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CPC1456489, ISSUED: 02/20/2018 CERT COMMERCIAL POOUSPA CONTR CABRAL,DAGOBERTO CUSTOM POOLS IS CERTIFIED under the provisions of Ch.489 FS. E.pr~ M.. AUG 31, 2018 L1e02200001259 DETACH HERE RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CPC1456489 I The COMMERCIAL POOLISPA CONTRACTOR Nanned,below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 CABRAL,DAGOBERTO CUSTOM POOLS 13250 SW 131TH ST#100 ` r MIAMI ` FL 33186; `" ? ISSUED: 02/20/2018 DISPLAY AS REQUIRED BY LAW _ SEa If L1802200001259 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Florida pr STATE OF FLORIDA DEPARTMENT OF BUSINESS.,ANDzPROFESSIONAL REGULATION CONSTRUCTIO:;N INDUSTR_Y EI'CE-ENSING BOARD THE COMMERCIAL P%jOOyI:-%SPCA:CONTRAY`CTOR=HEREIN IS`CERTIFIED UNDER THE PROVISIONJjSjOF,CHAPTER48_9 FL0_RIDA STATUTES BRADAM 0B E R CUSTOM PO(JLS`. _ 71 70,;SV1/ 47TH:ST`.= MIAMI '"`FLr33155, EXPIRATIONrD` AT.E:`' AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. i i I This is your license. It is unlawful for anyone other than the licensee to use this document. r Local Busi ness Tax Pecei pt Miami -Dade County, State of Florida THIS IS NOT A BILL - 00 NOT PAY 2962844 BUSINESS NAM E/LOCATION CUSTOM POOLS 7170 SW 47 ST MIAMI, FL 33155 OWNER WORLDWIDE POOLS OF FL, CORP C/O DAGOBERTO CABRAL Worker(s) Vo RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2018 3097649 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYM ENT RECEIVED 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 90.00 02/22/2018 CPC1456489 0223-18-004300 This Local Business Tax Paceipt only con"mis payment of the Local Business Tax. The Receipt is not a license, permit, or a certi"cation of the holder's qual i "cations, to do business. Holder nest comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECBPT NO. above mist be di spl eyed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAMF For more information, visit www.miarnid9deaz6Uxcdlector Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 2962844 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES CUSTOM POOLS RENEWAL SEPTEMBER 30, 2019 7170 SW 47 ST 3097649 Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS WORLDWIDE POOLS OF FL, CORP 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O DAGOBERTO CABRAL CPC1456489 BY TAX COLLECTOR S75.00 09/05/2018 Worker(s) 1 CREDITCARD-18-065965 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.mi®fflidpde.9ov'taxrz(pr ACOR 1 0 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 11/2/201e 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. THIS 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 poiicy(les) must have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER CONTACT NAME: Marcos Alvarez PHONE (305) 226-3900 FAAic No): (305) 226-3997ExcellenceInsurance, LLC MAIL aizqueirdo excellencei nsurance. net3801SW107thAve INSURERIS) AFFORDING COVERAGE NAIC 0 INSURERA: CONVINGTON SPECIALTY INS.CO. MiamiFL33165INSURED INSURER B INSURER C : WorldwidePoolsofFLCorpDBA Custom Pools 7170 SW 47th ST INSURER D : Miami, FL 33155 INSURER E : INSURER F : 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITSA X COMMERCIAL GENERAL LIABILITY CLAIMS - MADE X OCCUR VBA621908 00 05/14/2018 05/14/2019 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES a o rrence 100,000 MED EXP (Any oneperson) 5,000 PERSONAL & ADV INJURY 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY E PRO- JECT7 LOC OTHER: GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 2,000,000 AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMITdnll BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE Per acc dent UMBRELLA LIAS EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE AGGREGATE DIED I I RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A I PER OTH- STATUTE ER E. L. EACH ACCIDENT E. L. DISEASE - EA EMPLOYE E. L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Swimming Pool Contractor CPC1456489 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE 01988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD A, CERTIFICATE OF LIABILITY INSURANCE 111/02201188 rrY) 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. THIS 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 pollcy(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 endorsements . PRODUCER CONTACT Paychex Insurance Agency Inc PAYCHEX INSURANCE AGENCY, INC. 150 SAWGRASS DRIVE PHONE 877-266-6850 FAX No): 585-389-7426 E-MAIL Certs@paychex.comROCHESTER, NY 14620 INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: Technology Insurance Company 42376 INSURER B: WORLDWIDE POOLS OF FL CORP DBA Custom Pools INSURER C: 7170 SW 47TH ST MIAMI, FL 33155 INSURER D: INSURER E: INSURER F: 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. INSR LTR TYPE OF INSURANCEI ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF MWD POLICY EXP MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY CLAIMS-MADE[:::IOCCUR DAMAGE TO RENTED MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE EN'L AGGREGATE LIMIT APPLIES PER: POLICY = PROJECr= LOc PRODUCTS • COMP/OP AGG AUTOMOBILE LIABILITY ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AUTOS 'NED COMBINED SINGLE LIMIT Ee accident BODILY INJURY Per person) BODILY INJURY ( Per Per accident) PROPERTY DAMAGE Per accident) UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAWSNADE AGGREGATE DED I I RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TWC3732633 09/01/2018 09/01/2019 X WC STATU• OTH- E.L. EACH ACCIDENT 1,000,000.00 ANY PROPRIETORIPARTNEWEXECUTNE OFFICERMIEMSER EXCLUDED? E.L. DISEASE . EA EMPLOYEE 1,000,000.00 E.L. DISEASE . POLICY LIMIT s 1,000,000.00MandatoryInNH) N/A It yes, descdbe under DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Swimming Pool Contractor CPC1456489 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY Miami Shores, FL 33138 PROVISIONS, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 ari lic K ("n "tr t' c ,rJg is/are the fee simple owner(s) of the following described prope situated and being in Miami Shores Village, Florida: Address: A0540 PSIE Z TL_ 5(-wfen FL 3313X Whereas, the undersigned owner(s) C r_AiO n 1A n0LIr k Jsev L i_-jm_rJo desire to utilize said Lot(s) as a single building site, and thlblundersigned 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 installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, 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 title 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 shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. 7NER Cyr; 5<<i,T'P OWNER SI & PRINT I Hereby Certify that on this day personally appeared before me l— _m C and has produced ID # as identification and he/she acknowle ge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this _day of _ ARIA W. BATISTA Commission A GG 36857 1..1* My Commission Expires Revised 05/2209 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 Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as 1' 5 Ho Q F 2 Pi_ , located at a j S tn PS Poc icL 33 i 3% In accordance with Section 33-12 ft Code of Metropolitan Dade County, I certify that I 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 spection and use of the pool. / / b 119 Legal Owne Note: This certification is to be submitted with a swimming pool permit application np(' atrf; e. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at A 540 QC 2 Pl- f 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 complies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the 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, punisha le as jgovided in Section 775.082 or Section 775.083 F.S . This form must be signed by the own ge t a e prime contractor. ; CONT S SIGNATURE AND DATE NER'S S NATU AND DATE if Cyr, CON RA OR'S NAME (PLEASE PRINT) OWN MARIA W. BATISTA Commission N GO 36857 r ,fission ExpiresNLICMARIAW. BATISTA PU1gia^ ' Commission N GO 36857 3 „„a` tobef 06, 2020 NN°`r October 06 2020 Expires ewlva 0.0 N.E. 2nd PLACE 40•, RIGHT-OF-WAY) 18' ASPHALT PAVEMENT BLOCKCORNER OUND 21 I P •. ..:. PP F]RON PIPE if C 13O.DD' FENCE OVERHEAD .FOUND 1/2- 0.1' N. • UTIUN UN IRON ROOXW.(TYP•) i0/0 0.21'(N) 0. 61'(E) FOUND 1/2-.af0.3'' a IRON ROD CONC ui SET 1/2' IRON 0/ 9 0.18•(S) '.N WALK / OD CM 0. 15'(W) Q a p 49 i 0 GS 16. 45' 10.14' 75' S 0 jj n • I /Y N W 1. 11! 36. 65' ONE STORY C.B.S. RESIDENCE i10540 O O g to Lo MARLA BI£ 43.85' 89i. LOT 3 oSTEPS.,A; 14 1Z12' BLOCK A f Ca16.•..4'. ff I N. 1/2 z 3Aa LOT 5 BLOCK 14LD) 1/2 LOT 4 4' cnaN NK FENCE NOT INCLUDT 5 a BLOCK 14 CK140FENCEFENCE O. r S.1.0' S.orFEN S0.2' E0.2' E_ oI 0.1' E. L25. 00'(C).00'(C) 50.00'(P) FOUND 1/2' SET 1/2' IRON OO k CAP 3 75.00 (C) ET t/2- IRON oo CAP IRON PIPE 734 I 4& 1`! /5734 Io/a 0.89•(S) c LOT 14 I LOT 15 BLOCK 14 BLOCK 14 SCALE: I" a 20' SKETCH NO.: 16-1292 DRAWN BY: SP SIDE 2 OF 2 ON- PIN.X.FLL SURVEY, INC. 5306 W. I6LLSDOR0 BtyD., SUITE 215-A COCONUT CREEK, FLORIDA 33073 HONE(9S4)41449Q FAX(954)4184941 EMAIL: order@sflsnd-nd CERTIFICATE NO.: LB6857 SURVEY "DjtESS: , . • • • • •CERTIFY TO: 10540 N.E. &ND PLACIP • • • • • I. CHRISTIAN TUPPER 4MIAMISHOE , FZ *D433L38 i • • • • 4t. Kim & LOWMAN LLP S. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NO.: 120652-0302-L DATE OF FIRM INDEX 09/11/09 POTENTIAL ENCROACHMENTS: 1. 4 FOOT CHAIN LINK FENCE CROSSES OVER THE NORTHERLY AND SOUTHERLY PROPERTY LINES. LEGAL DESCRIPTION: LOT 4 AND SOUTH 1 /2 OF LOT 5, IN BLOCK 14, OF -PASADENA PARK FIRST ADDITION', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, AT PAGE 82, OF THE PUBLIC RECORDS OF NIL'LW-DADS COUN Y, FLORIDA. LEGEND & ABBREVIATIONS: ARC D.E. DRAINAGE EASEMENT P.C. POINT of CURVATURE A/C AIR CONDITIONER ELEV. ELEVATION P.E. P.I. POOL EQUIPMENT POINT OF INTERSECTION A.E. ANCHOR EASEMENT E.S. F.P. & L. ELECTRIC SERVICE FLORIDA POWER & LIGHT P.RC. POINT OF REVERSE CURVE B.M. B.C.R. BENCHMARK BROWARD COUNTY RECORDS L.B. LICENSED BUSINESS P.O.B. P.O.C. POINT OF BEGINNING POINT OF COMMENCEMENT C.B.S. CONCRETE BLOCK STRUCTURE L.P. LIGHT POLE P.P. POWER POLE CHATT. CHATTAHOOCHEE M.H. MANHOLE R RADIUS OUT HAVD AfEASURED NORTH AMERICANVERTICAL DATUM R/W RIGHT-OF-WAY CONC. C. L.F. CONCRETE CHAIN LINK FENCE NGVD NATIONAL GEODETIC VERTICAL DATUM T 1TA GEN C. L.P. CONCRETE LIGHT POLE NO. NUMBER U. E. ICAL UTILITY EASEMENT C) CALCULATED O.H. O. RB. OVERHANG OFFICIAL RECORDS BOOK W.F. WOOD FENCE C. B. CHORD BEARING O/ S OFFSET W.M. WATER METER C. R. CABLE RISER p DELTA OR CENTRAL ANGLE D) DEED P) P. B.C.R PLAT PALM BEACH COUNTY RECORDS CENTERLINE aD.B. - DEED BOOK M- D.C.R- MIAMI-DADS COUNTY RECORDS P B PLAT BOOK ELEVATION LGENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL A VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS' 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE RELATIVE TO NOVO 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC. 9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UN.IXSS OTHERWISE NOTED). 10, THIS SURVEY IS FOR MORTGAGE AND TITLE PURPOSES ONLY. CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER JASON H. PINNELL PROFESSIONAL SURVEYOR & MAPPER SKETCH NO.: lb-IZYL DATE OF SURVEY: 07/07/16 CHECKED BY: S.A. FIELD BOOK/PAGE: 533/75 REVISIONS DATE CHK'D BY SIDE 1 OF 2 1) 2) 4) 5) ELEVATION CERTIFICATE Owners Name: CHRISTIAN TUPPER & IRENE MERCEDES FAJARDO Property Address: 10540 NE 2 PL MIAMI SHORES, FL 33138 LEGAL DESCRIPTION: FOLIO M 11-2231-01 S-OU0 ; •, •, Lot 4 & S1/2 LOT 5, Block 14 of "FIRST ADD TO PASADENA PARK" Amr:ding to itl1; plat -- thereof as recorded in Plat Book 6 at Page 82 of the Public Records of Dade.Gounty, Fjorid. SURVEYOR'S NOTES: ••••••00 Not valid without the signature and the original raised seal of a Florida jicenE1ed S urvdyor and Mapper. ...... .. Additions or deletions to this certificate by other than the signing party orpartlies are•prghibited. without written consent of the signing party or parties. •*beg* This certificate elevation is for the purpose of septic and drains repair and/or construction. This certificate elevation must not be use for the purpose of acquiring flood insurance Elevations are based on the National Geodetic Vertical Datum of 1929. TOP OF BOTTOM FLOOR: TOP OF NEXT HIGHER FLOOR: ATTACHED GARAGE (at the door): GRADE @ DRAINFIELD AREA CROWN OF THE ROAD: Field Date: 07/11 /2018 10.7' 12.6' N/A 10.8' 10.5' Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 i C3,Nr.=MC31wr MWLAND SURVEYORS, I N C. 6175 NW 153rd STREET, SUITE 321, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 '" Fax: 305-827-9669 00 18'-6' EXISTING DRAINFIELD NO OBJECTIC Florida Health Miami -Dade O.S.T.D.S. & W(OoPro 4 Application No.: Z Date: I 2 20 Y Signature 75.00' PROPERTY LINE ihm 0 32'-0" 12-0" 6-0" 4 M IPOOLDECK 4o m LEGAL DESCRIPTION: LOT 4 AND SOUTH 1/2 OF LOT 5, IN BLOCK 14, OF PASADENA PARK FIRST ADDITION", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, AT PAGE 82, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FLOOD ZONE X w Z cr IL w _ ONE STORY C.B.S. POOL SPECIFICATIONS: RESIDENCE #10540 r COOL SHAPE: RECTANGLE 150AMP, METER t y: MAXIMUM LENGTH: 32'-0" MAXIMUM WIDTH: 13'-0" I DEEP END: 5'-0" POOL AREA: 515 SQ.FT gT gnVEMEAD POOL PERIMETER: 93 LF COVERED 4 ` fLECT'ttk POWER SERVICE POOL VOLUME: 10,113 GALS X ENTRY 17 3 INTERIOR FINISH: DIAMOND BRITE PATIO FINISH: PAVER ON SAND Fl iMi vi ^y DECK SURFACE: 687 SQ.FT CONCRETE OVERFLOW SPA SPECIFICATIONS: 1 ' WALK i SPA SHAPE: RECTANGLE APP-RIO ED I3Y . I MAXIMUM LENGTH: T=0" a MAXIMUM WIDTH: 6-0" I i DEEP END: 3'-0" ZCNIP G. 1 SPA AREA: 42 SQ.FT SPA PERIMETER: 33 LF LINE R - POOL VOLUME: 942 GALS INTERIOR FINISH: DIAMOND BRITE 5' TR!,'C LiRALLim N. E 2ND PLACE i ! 5CTR!C ,L s, Ak O iZ4LL 51TE PLAN SCALE: I" = 20' 2,24 P y SP- 1 THIS SVSIMMIN6 POVI_ M14S•BE N DEIGNED TO ALL APPLICABLE GENERAL NOTES 8 CONDITIONS: REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017,6tH EDITION CHAPTER THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. '`----"-_ 45 ANSI/APSP/ICC-5 2011 IN GROUND POOLS ANSII SP/ICC-3 2014 6.2 SPA 1. ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. GATES SHALL OPEN OUTWARD AWAY FROM POOL. -_-- 000 • • • • • 00 ••• • SITE PREPVA:[Ch- • i • • • • • 1. EXCAVA410M S HAL: REM(ZIEILL:3PISS. WE@•DS , RgPTS, AND ANY DEBRIS. 2. ALL REINFORCING STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1/2" WITHIN 18" OF THE RELEASE m MECHANISM. 1 m 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 20. THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDINGREPLACEDWITHSTRUCTURALFILL. 000 • • 000 3. SAND AND LMtd RO:K. DI4CAL Bl ST-OCKL`D PILEt.AND USED AS BACKFILL. 4. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING, OR OTHER METHODS AS REQUIRED. THE CODE - 6TH EDITION (2014) CHAPTER 45 - PRIVATE SWIMMING POOLS w 21. THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE ASCE 7-10 STANDARDS w DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 4. ONCE THE Of (;A IIIIER HAS BL•EMRE6lECME DEMUCKED SURFACE SHALL BE COMPACTED. 5. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR 22. ALL MAIN DRAIN GRATE COVERS, SKIMMERS, VACUUM FITTINGS AND ALL OTHER SUCTION OUTLET cn REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND SHALL COMPLY WITH ASTM 112-19-8- 7 AND ANSI-7 REQUIREMENTS (VGBA COMPLIMENT) 12 5. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND 23. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS HAS BEEN DESIGNED PER ANSI/APSP-7 2010 AND 3 THICKNESS. ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ASME Al12.19.8-2010 1 1 t N ALL DIMENSIONS PRIOR TO CONSTRUCTION. 06. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION PUMP MOTOR ENERGY EFFICIENCY REQUIREMENTS P.••• EQUIPMENT. 6. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY t(j G FILL AGENCY. IN GENERAL, HOLD A DISTANCE 24. PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. v; w 7. SHALL CONSIST OF CLEAN SAND, LIME STONE OR GRAVEL. FILL MATERIAL OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. Q 1 *ZO SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3" AND NO MORE THAN 10% PASSING THE No. 200 SIEVE. 7. ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 & FLORIDA BUILDING 25. CONTROLS NEED TO BE CAPABLE OF OPERATING AT A MINIMUM OF TWO DIFFERENT SPEEDS. 1 SOIL STATEMENT: CODE - 6TH EDITION (2017) CHAPTER 45 -PRIVATE SWIMMING POOLS SECTIONS R4501.17.1. 1 THROUGH R4501.17.1.14. 26. DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED. THE HIGHER -SPEED OVEIgRID z : LW Q IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. 7 ' S'( FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD -BEARING CAPACITY 8. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. 27. SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS (• C3 OF 2000 PSF. THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED WITH SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY USABLE GAIN. > 1, ssCONTAINTHE P n AFTER THE GROUND HAS BEEN BROKEN A LETTER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT REGISTERED SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS; REQUIRED BY THE PROPERTY 28. SIZE THE PUMP BASED ON: POOL GALLONS/360 MINUTES AND SELECTING A PUMP FROM EITHER THE a N1111W A PROFESSIONAL ENGINEER OR OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA-WALL TIEBACKS SHALL APSP CEC DATABASE WITH CURVE A OR C LISTED FLOW RATE EQUAL TO OR LESS THAN ARCHITECT HAS OBSERVED THE SITE AND THE SOIL CONDITIONS ARE SIMILAR TO NOT BE CUT. WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR LCALCULATED FILTRATION FLOW RATE. z = J w z w a a a THOSE UPON WHICH THE DESIGN WAS BASED. FURTHER INSTRUCTIONS. a a 1.STRUCTURAL NOTES: 9. THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED, 29. A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER Y Z ( 3 G` 00 o BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC PUBLIC HEALTH STANDARDS. N CONCRETE: IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY m m TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 30. FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW RATE. w N z ALL CONCRETE INCLUDING SHOTCRETE AND GUNITE TO ATTAIN A MINIMUM 1) POOL GAL/360=FLOW RATE (IN GPM) 2) DIVIDE GPM BY A NUMBER SHOWN b Q a oULTIMATECOMPRESIVESTRENGTHOF3000P.S.I. IN 28 DAYS. 10. WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION TO FIND THE FILTERS MINIMUM SO FEET CARTRIDGE=.375 SAND=15 DE=2 c' o AGGREGATES TO BE CLEAN WELL GRADED, MAXIMUM SIZE 1/2". DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. J CONCRETE SLUMP= 3" MIN. TO 5" MAX. 31. MINIMUM DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN O wMAXIMUMWATER/CEMENT RATIO = 0. 5 11. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. PIPE, WHICHEVER IS GREATER. O z VERTICAL CONCRETE DROP NOT TO EXCEED 9'-0". 0 12. WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE 32. SWEEP ELBOWS ARE RECOMMENDED. N a w N w CONCRETE COVER: MINIMUM CLEAR COVER IN CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE og w ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE 33. RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE RETURN LINE AND 6 FPS Z O 3 2A. BOTTOM SIDE OF POOL SLAB CAST AGAINST EARTH 3 STRUCTURAL INTEGRITY OF THE POOL. IN THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS. B. UPPER SIDE OF POOL SLAB 2 C. WALLS EXPOSED TO EARTH OR WEATHER 2 13. THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE FILTRATION AND PLUMBING Q Q CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. ALL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A 34. DESIGN FLOW RATE MUST NOT TURN OVER POOL WATER VOLUME IN LESS THAN SIX HOURS OR 36 w LLiMINIMUMCOVEREQUALTO3". 14. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - 6TH EDITION GPM, WHICHEVER IS GREATER, LLi L/) U Z U 2017) CHAPTER 45 - PRIVATE SWIMMING POOLS, AND ARTICLE 680 N.E.C., 2011 EDITION. ALL BOND WIRES Lu Q w Q REINFORCING STEEL: SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL 35. WATER FLOW VELOCITY AT A MAXIMUM FLOW RATE MUST NOT EXCEED 8 FT/SEC IN THE RETURN LINE Z d L IL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE AND 6FT/SEC IN THE SUCTION LINE. LLJ p °u TO BE DEFORMED BARS COMFORMING TO ASTM A615, GRADE 60. WELDED BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS 0: Z Z Z WIRE FABRIC SHALL CONFORM TO ASTM A185. PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, 36. SOLAR ACCESS STUBS MUST BE SEPARATED BY A MINIMUM 16" (HORIZONTAL OR VERTICAL) OF N Qoffw N w SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE STRAIGHT PIPE. Z - Z Z ALL TOP REINFORCEMENT SHALL TERMINATE WITH STANDARD HOOKS AT POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. vNi O = DISCONTINUOUS END. 37. BACKWASH OR MULTI -PORT VALVES MUST BE A MINIMUM OF 2" OR THE DIAMETER OF THE RETURN Q Uw n 15. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER PIPE, WHICHEVER IS GREATER. o o 0U o REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, N < r- 0 WITH "MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING DECK REINFORCING, AND PUMP MOTOR CASING. 38. DIRECTIONAL INLET FITTINGS ARE REQUIRED. w w wSTRUCTURES", AND THE ACI BUILDING CODE 318 LATEST LiCONCRETE o = o z Z EDITION. 16. FILTER BACKWASH SHALL COMPLY WITH THE FLORIDA BUILDING CODE - 6TH EDITION (2017) 39. FOR POOL FILTRATION PUMPS, A LENGTH OF STRAIGHT PIPE THAT IS AT LEAST 4 PIPE DIAMETERS w U a -10:- SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 36 BAR SHALL BE INSTALLED BEFORE THE PUMP. DIAMETERS AND REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL 17. POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - 6TH EDITION (2017) CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED PUMP CONTROLS AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL 18. ALL TREADS SHALL HAVE SLIP- RESISTING SURFACES PER ANSI/NSPI-5-2010.6. 1.5 STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING 40. ALL RESIDENTIAL FILTRATION PUMP CONTROLS FOR USE WITH A MULTI -SPEED PUMP MUST HAVE THE SP-2REINFORCINGSTEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM 19, ACCESS GATE REQUIREMENTS PER FLORIDA BUILDING CODE - 6TH EDITION (2017) CHAPTER 45 - PRIVATE CAPABILITY OF OPERATING A MINIMUM OF TWO SPEEDS WITH A DEFAULT TO THE LOWER/FILTRATIONEACHCORNERORCHANGEINDIRECTIONSWIMMINGPOOLSSECTIONSR4501.17.1. 1 THROUGH R4501.17.1.14. SPEED AFTER ONE NORMAL FILTRATION CYCLE OR 24 HOURS, WHICHEVER IS LESS. (IF EXISTING GATES SHALL BE EQUIPPED WITH A SELF -LATCHING & LOCKING DEVICE, 54" ABOVE FINISH GRADE CONTROLS ARE REPLACED, THE NEW CONTROLS MUST MEET REQUIREMENT.) ELEVATION. PROJECT POOL DECK: ALL DECK SURFACES SHALL HAVE A SMOOTH 71SLIPRESISTANTFINISH. DECKS SHALL BE SLOPED TO 0 • • • • EFFECTIVELY DRAIN TOWARD THE PERIMETER AREAS AWAY FROM THE POOL AND SPA) OR DECK DRAINS 1/8" PER LINEAR FOOT 0 x ll 18'-4" 13-10' k EXISTING C.L.F 4' 1I FIRST STEP (TREAD) SHALL BE A MINIMUM UNOBSTRUCTED HORIZONTAL DEPTH 10" AND A MINIMUM UNOBSTRUCTED SURFACE AREA OF— I 240 SQ IN. PER ANSI/NSPI 503 6.2.1. 23-6" SPA SPILLWAY 38'-8" O C 6 0" 8" 12' 0' 37-0' 18'-0" T-O" 3'-0" - co 4 V-6" 4'-6' F 27-0" N iQn b b cq b M 3,-6' 23'-6" 4 V m SPA D N DEPTH b DEPTH 4 q5FT SLOPE 1:12 3 7-C" FIRST STEP (TREAD) SHALL BE V POOL STEPS A MINIMUM UNOBSTRUCTED HORIZONTAL DEPTH 10" AND A o o MINIMUM UNOBSTRUCTED q SURFACE AREA OF 240 SQ IN. SWIMOUT < PER ANSIMSPI 5'03 6.2.1. o 16'"9" 16' 9" 1 ol, 26-0^ 1 P" 12" 5-0' 4 P6-6" v CHILD SAFETY FENCE MIN 20" FROM WATER EDGE(BY OWNER) CHILD SAFETY FENCE BARRIER. PERMANENT ANCHORED POST AS PER SECTION R4501.17.1.2 FBC. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. THE OPENINGS OF ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4' DIAMETER SPHERE. TOP OF THE CHILD BARRIER SHALL BE 48' ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL - FBC R4501.17.1. .THE MAXIMUM N VERTICAL DISTANCE BETWEEN GRADE AND THE BOTTOM OF POOL BARRIER SHALL BE 2" MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL - FBC R4501.17.1.1 FBC17 R4501.17.1.15 THE MESH UTILIZED IN THE BARRIER SHALL HAVE A MINIMUM TENSILE STRENGTH ACCORDING TO ASTM D5034 OF 100 POUNDS PER FOOT, AND A MINIMUM BALL BURST STRENGTH ACCORDING TO ASTM D3787 OF 150 POUNDS PER FOOT. THE MESH SHALL NOT BE CAPABLE OF DEFORMATION SUCH THAT A 1/4-INCH ROUND OBJECT COULD PASS THROUGH THE MESH. THE MESH SHALL RECEIVE A DESCRIPTIVE PERFORMANCE RATING OF NO LESS THAN "TRACE DISCOLOATION-OR SLIGHT DISCOLORATION -WHEN TESTED ACCORDING TO ASTM G53 POOL (WEATHERABILITY, 1,200 HOURS). THE BOTTOM OF THE CHILD MESH SAFETY BARRIER SHALL NOT BE EQUIPMENT PAD MORE THAN 1 INCH ABOVE THE DECK OR INSTALLED SUFACE GRADE). LAYOUT PLAN SCALE: 3/16" = P GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 6 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. -•{'{ Ili) ONE STORY C.B.S' RESIDENCE #10540 D x x U- a w 3 z wn' LL L) O In 0 N O V < a Q O to p p O w O 00 V) ' N W W C °' w 0 Z 0 CZ =o L V) Q Q 3 W LLi c U Z U W Q W Q Z c LLJ 0 06 0: Z Z Z XX N Q N CV LLI W Z Z - zt,j Q Ln N O W N o Lr) K O w w LLJ , r O = O z. zW a U a o 0 A-1 PROJECT # CHILD SAFETY FENCE MIN 20" FROM WATER EDGE(BY OWNER) CHILD SAFETY FENCE BARRIER. PERMANENT ANCHORED POST AS PER SECTION R4501.17.1.2 FBC. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. THE OPENINGS OF ANY BARRIER SHALL NOT ALLOW PASSAGE OF A 4' DIAMETER SPHERE. TOP OF THE CHILD BARRIER SHALL BE 48' ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL - FBC R4501.17.1. .THE MAXIMUM N VERTICAL DISTANCE BETWEEN GRADE AND THE BOTTOM OF POOL BARRIER SHALL BE 2" MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL - FBC R4501.17.1.1 FBC17 R4501.17.1.15 THE MESH UTILIZED IN THE BARRIER SHALL HAVE A MINIMUM TENSILE STRENGTH ACCORDING TO ASTM D5034 OF 100 POUNDS PER FOOT, AND A MINIMUM BALL BURST STRENGTH ACCORDING TO ASTM D3787 OF 150 POUNDS PER FOOT. THE MESH SHALL NOT BE CAPABLE OF DEFORMATION SUCH THAT A 1/4-INCH ROUND OBJECT COULD PASS THROUGH THE MESH. THE MESH SHALL RECEIVE A DESCRIPTIVE PERFORMANCE RATING OF NO LESS THAN "TRACE DISCOLOATION-OR SLIGHT DISCOLORATION -WHEN TESTED ACCORDING TO ASTM G53 POOL (WEATHERABILITY, 1,200 HOURS). THE BOTTOM OF THE CHILD MESH SAFETY BARRIER SHALL NOT BE EQUIPMENT PAD MORE THAN 1 INCH ABOVE THE DECK OR INSTALLED SUFACE GRADE). LAYOUT PLAN SCALE: 3/16" = P GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 6 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. -•{'{ Ili) ONE STORY C.B.S' RESIDENCE #10540 D x x U- a w 3 z wn' LL L) O In 0 N O V < a Q O to p p O w O 00 V) ' N W W C °' w 0 Z 0 CZ =o L V) Q Q 3 W LLi c U Z U W Q W Q Z c LLJ 0 06 0: Z Z Z XX N Q N CV LLI W Z Z - zt,j Q Ln N O W N o Lr) K O w w LLJ , r O = O z. zW a U a o 0 A-1 PROJECT # O w O 00 V) ' N W W C °' w 0 Z 0 CZ =o L V) Q Q 3 W LLi c U Z U W Q W Q Z c LLJ 0 06 0: Z Z Z XX N Q N CV LLI W Z Z - zt,j Q Ln N O W N o Lr) K O w w LLJ , r O = O z. zW a U a o 0 A-1 PROJECT # A-1 PROJECT # VERTI I 6" cor 3@9 5-0" DIAMOND BRITE FINISH ON WALL AND FLOOR SURFACE GLAZED CERAMIC TILE COLOR TO BE SELECTED BY OWNER 6" SHOTCRETE WALL REINFobNI9" EACOH WAY, CENTER STEEL IN WALL U.O.N. d d ° ° 6" SHOTCRETE SLAB REINFORCED WITH #3 @ 9" EACH 1191 I I II I I _ 1 1— WAY, 3" CLEAR BOTTOM — SWIMMIN* POOL ENTRANCE SECTION DETAIL s' NO SCALE TO PUMP 2 SPA TYPICAL SECTION DETAIL s-1 NO SCALE V-6" 6" SHOTCRETE WALL REINFORCED WITH #3 @ 9" EACH WAY, CENTER STEEL IN WALL U.O.N. °VI I 6" SHOTCRETE SLAB REINFORCED WITH #3 @ 9" EACH WAY, 3" CLEAR BOTTOM DA (E; Z APPROVED......_.:_...._-.- zo 6" SHOTCRETE SLAB REINFORCED WITH #3 @ 9" EACH 1WAY, 3" CLEAR BOTTOM = ° d \ Li 4LI I II E- LI I Ll I 3 POOL SWIMOUT SECTION S-1 NO SCALE Z z w Z C Z M G w O Q aZ D c U moo S a aa v p m C noa w O U O Q U U U w C) aa<kd N Y Z N 3 oOCN m °} V) m o w 0 U < O V) p p WALL J ANALYSIS Q' Z ELEV. 12.00 T. u a U' 5.00 T. 6.17 T. V Z 4 Z ; 30 6.00 T. FLOTATION TOP OF POOL POOL DEPTH LOW POINT LEVEL FLOOD CRITERIA POOL UPLIFT F LESS HYDROVE RESULTING UP VERTI( F 6" CON 3@9' DIATvQJNSD'ATE FINISH ON WALL IND LOOR SURFACE GLAZED CERAMIC TILE COLOR TO BE SELECTED BY OWNER 1'-0" ,. 1'-0" . 5-0" q 6" SHOTCRETE WALL REINFORCED WITH #3 @ 9" EACH WAY, CENTER STEEL IN WALL U.O.N. 6" ETE SLAB REINFORCED WITH #3 @ 9" EACH 6" SHOTCRETE SLAB I— I I I WAY, 3" CLEAR BOTTOM REINFORCED WITH #3 @ 9" EACH — WAY, 3" CLEAR BOTTOM - I = I I STRUCTURAL REVIEW APPROVED — APPROVED DATE LL SWIMMING POOL ENTRANCE SECTION DETAIL NO SCALE a„ 2 SPA TYPICAL SECTION DETAIL S 1 NO SCALE i1/Iil_/ QF10 F No I6" SHOTCRETE WALL 1 REINFORCED WITH #3 @ 9" EACH F WAY, CENTER STEEL IN WALL 1 •( U.O.N. FL0P.•• liii\111 6" SHOTCRETE SLAB REINFORCED WITH #3 @ 9" EACH '— WAY, 3" CLEAR BOTTOM — I El I I POOL SWIMOUT SECTION S-1 NO SCALE S-1 4 6 POOL SCHEDULE OF EQUIPMENT I.D. No. 6E6CHRPT ION • • • • • • • O:L \/ACl4UM FITANG0 • • • • • POOL SKIMMER UNIT 3 POOL MAIN DRAIN- FILTRATION SYSTEM • • POQLWALL•REZJRN FlWIN;S : , • , 5 DECKJSTS• • • • •• • SPA SCHEDULE OF EQUIPMENT I.D. No. DESCRIPTION SPA MAIN DRAIN- FILTRATION SYSTEM 7 SPA THERAPY JETS POOL PLUMBING INFO TURN OVER RATE: 2.3 HOUR POOL PUMP SIZE: 2 HP CARTRIDGE FILTER: 200 SQ.FT INLETS: 3 ANTI-VORTEX GRATE 6 SO. IN. MIN. OPEN AREA) TYPICAL OF 2- 3 _Q 6" (MIN) CONC. ALL AROUND DRAIN SUMP. 3AROUND DRAINS @ 9" O/C E.W. W/18" MIN LAP TO FLOOR REINFORCING HYDROSTATIC RELIEF VALVE ACCORDING FBC 424.2.21.2) 1-112" x 12" PIPE \ I --}, TO PUMP SKIMMER: 1 VACUUM: 1 UNDERWATER LIGHT: 1 SPA PLUMBING INFO TURN OVER RATE: 0.8 HOUR POOL PUMP SIZE: 2 HP 2" L\ I L CARTRIDGE FILTER: 200 SQ.FT THERAPYJETS: 4 UNDERWATER LIGHT: 1 FF7- TrPICAL POOL AND SPA DRAIN DETAIL WITH HYDR05TATIC RELIEF VALVE PER FBC 4242212 NO SCALE ADJUSTABLE COLLAR WEIR L—_ I c O PERFORATED BASKET 2" TREAD SKIMMER DETAIL NO 5CALE 2" I 21 /2" r--------- ---- ------- I I III I r----------- ---- III l i 2' 2 I j I I I I 2" SPA HYDROTERAPY JETS LINE I I I 2" AIR INTAKE LINE I I 27SPA MAIN DRAIN LINE I I III 1 112" DECK JETS LINE I I I I I I 1 112" DECK JETS LINE I I I I 2" SKIMMER LINE I I 21" POOL MAIN DRAIN LINE I I I III I I 2" POOL WALL RETURN LINE I I I I I I I I 2" VACUUM LINE I POOL EQUIP PAD NOTES: 1. ALL FACE PIPING SHALL BE PVC SCHEDULE 40 NSF-PW. ALL JOINTS SHALL BE NON -THREADED SOLVENT WELD TYPE. 2.ALL EXPOSED PVC PIPE SHALL BE TREATED AGAINST U. V. LIGHT. 3.A WALL INLET FITTING SHALL BE PROVIDED DIRECTLY ACROSS FROM SKIMMER. 1 1 /2" 3 I I r 2" 1 112' PLUMBING PLANS Approved Date Disapproved Dates 2}" 3'G 3 FEET MIN. SPACING SWIMMING POOL PIPING PLAN SCALE: 3/16'' = 1' .01tilit. I O F CARTRIDGE FILTER GPRESSUREGAUGE & 200 SQ FT P• •( •, PRESSURE RELIEF • / VALVE O Q ND F CJ o 4 P 1 \ TIMER I j o I,v SSIpN % 2 HP FILTER PUMP 3-WAY ( TWO SPEED) WITH VALVE HAIR & LINT STRAINER 60 TDH SELF PRIMING WITH COMPLY WITH FBC 403.9 POOL FILTRATION SYSTEM EQUIPMENT SCHEMATIC P_ 1NOSCALE ry,ry.,,,,,U ND WIRE SHALL BE 18" BOND TO REBAR CAGE AN INTENTIONAL BOND OF A MINIMUM F tOM WATER EDGE IN 4 PLACES CONDUCTIVE SURFACE AREA OF 9 SQUARE INCHES SHALL L INSTALLED IN CONTACT WITH THE POOL WATER AS PER e .. .. .............. • • • • r 1 NEC 680.26 C B)(7) EQUIPOTENTIAL BONDING G D TO CONTINUOUSM@1•AR411N TH T R • POOL EXTENDING F R 14II IDM # WALLS OF TF PPO T 4jTO O" BOLOW GRADE GRID Py7TE r*AL6BE&EOWRE WITHIN OR U & TH POOL DEMO MEENA.'ME 4 GRID SHALL BE CONSTRUCTED OF MINIMUM #8 AWG BARE OR SOLID COPPER CONDUCTORS. EQUIPOTENTIAL BONDING CONDUCTOR SHALL COMPLY W/ FBC 2017 ALTERNATIVE 8 EQUIVALENT METHOD TO NEC 2014 ART 680.26 J SUB PANEL SCHEDULE 1 wl j I BREAKER AMP 2 HP POOL PUMP 12 20 10.80 POOL LIGHTS 12 15 0.03 TOTAL 10.83 I I I I I I I POOL O I I I 1 r—#8 SOLID C.U. 16" MIN T024" MAX FROM CONTOUR OF POOL j 350 DEGREES WITH 4 EQUAL I BONDING POINTS CONNECTED I TO POOL STEEL REINFORCEMENT. I ` I L----------- rt-------------- J t BOND TO DECK REINFORCING IF APPLICABLE TO PUMP MOTOR CASING TYP, BONDING DETAIL 8 50LID C.U. 18' MIN TO 24' ALTERNATIVE DESIGN EQUAL TO THE EQUIPOTENCIAL BONDING GRID REQUIREMENT5 OF N.E.C. (68026C) EXISTING ELECTRICAL SERVICE 3 #8 THWN 1#10(1 G)TWHN I 2" CONDUIT EXIST I METER CAN O EXIST METER POOL SUBPANEL MP. 30 AMP. EXIST FPL POOL SERVICE PANEL BREAKER I 1 6 CU THWN 4 4 IN 12" CONDUIT 2'-5/ 8" X 10'-0" GROUND ROD 2#12THWN 1# 12 THWN GROUND IN 12 " CONDUIT. _ 15A GFI FO RECPT. 0 DIVING BOARDS DECK DRAINS JUCTION BOXES (G) FORMINGu 7SHELLS HAND RAIL POOL &DECK WATER CIRCULATION EQUIPMENT ELECTRICAL PANEL GROUND BAR FENCE METAL DOOR FRAMES, ETC c 5FT FROM WATER EDGE COVER MOTOR I I I FIXED METAL < 5FT V FROM WATER EDGE WATER HEATER(G) COMMON BODING GRID DETAIL NO SCALE APPROVE T 0 TIMER 20 A SW 0 FILTER PUMP MOTOR 2 # 12 THWN 1# 12 THWN GROUND IN 12"CONDUIT. 44 W 44 W POOL ELECRICAL SCHEMATIC POOL SPA LIGHT LIGHT A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC 2014. B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER EDGE UNLESS IT 18' OR HIGHER. C. PRIOR TO ELECTRICAL ROUGH, ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THIS DRAWING SHOWING EXISTING SERVICE WITH ADDITIONAL LOADS, CALCULATIONS AND EXPECTED AS BUILD CONFIGURATION IF DIFFERENT FROM THIS DRAWING. D. GROUND ALL BOXES, LIGTHS, MOTORS, LADDERS, ETC WITH #8 GROUND WIRE. E. IN ALL AREAS SPECIFIED IN 210.52, A II 125 VOLT, 15 AND 20 AMP RECECTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLESAS PER NEC 406.11 F. ALL SWIMMING POOL PUMPS REQUIRE GFCI BREAKES AS PER NEC 680.2213 G. RECEPTACLES IN WET LOCATION SHALL BE LISTED AS WEATHER RESISTANT TYPE NEC 406.8 (13)(1) NOTE: TO COMPLY WITH NEC (70) 680.22 NO LUMINARIES AND LIGHTING OUTLETS LOCATED LESS THAN 5ft MEASURED HORIZONTALLY FROM THE INSIDE WALL OF A POOL AND 1211 ABOVE THE SURFACE OF THE MAXIMUN WATER LEVEL TO COMPLY WITH FBC (E) 403.9 FOR POOL PUMP MOTOR.(ENERGY NOTE: POOL MOTOR COMPLY WITH NEC 430.32 AND GFI PROTECTED JUNCTION BOX. PRE -CAST COPING 5-0" MIN. ate line Z, 1" PVC ao •° TOP OF FIXTURE PVC LIGHT NICHE (12 VOLT) TO COMPLY WITH S.F.B.C. AND NEC 680 SEE PLAN FOR LOCATION) SECTION UNDER WATER LAMP NO SCALE E-1