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BPP-13-1316Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-193380 Permit Number: BPP -6-13-1316 Scheduled Inspection Date: November 10, 2014 Inspector: Rodriguez, Jorge Owner: JULIANA MIRANDA, PAUL ADAN Job Address: 500 NE 97 Street Miami Shores, FL 33138 - Project: <NONE> Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132060171540 Contractor: FOREVER POOLS Phone: (305)448-1517 umiamg uepanment comments SWIMMING POOL INSPECTOR COMMENTS False November 07, 2014 For Inspections please call: (305)762-4949 Page 5 of 35 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 07, 2014 For Inspections please call: (305)762-4949 Page 5 of 35 or Miami Shores Village �(rOP Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 l INS P C P ; ER: (305) 762.4949 ` OCT R ' V,Yfl ----- Q -- ._ APPLICA I JL%JI4 Master Permit No. Permit Type: BUILDING FBC 20 ROOFING JOB ADDRESS: C 7�� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //— 3.:),Q6--eV7_1V Is the Building Historically Designated: Yes NO v Flood Zone: OWNER: Name (Fee Address: 560 City: 5p7 S State: V l01 n Z/4� Teran'Jl essoe Name: Phone#: Email: s CONTRACTOR: Company Name: '�4f Phone#: �� ✓�� ,address: 02 - -5 le :ty: 'r' cil"Q Sta F1 Zip: X3/3 Qualifier Name: _�'G�%i�� ' Phone#: 7 3,W State Certification or -Registration #: Lao�T%0��7�� _Certificate of Competency #: �d 4LiI Contact Phone#: 20pa('410—%%2 Email Address: _,7r Cpsi� DESIGNER: A*chitect/Engineer: ' 4 %*41 2e,V 9 `. Value of Work for this Permit: $ a i Z -c=' Square/Linear Footage of Work: ( F-7 Tyl)e of Wc: rk: ®Addition OAlteration ONew ORepair/Replace ODemolition De-scription of Work: —a Color thru tile: Submittal Fee $ Permit Fee $ - v CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ r Botiding Company's Name (if applicable) Bonding Company's Address City 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 first inspection which curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b approv and a reinspection ee will be charged 7 Signature Signature Owner or Agent Contractor The fore oing instrument was ackn wledgs/e'fore e s 1 day of { , 2Q , by Y�%/7 , wis personally known to me or who has produced yr. s�i a-- As identification and who did take an oath. INOTARY Iyme11�1�Lir�/�I APPROVED BY --72�kr The foreg . gg instrument was acknowledged before me 's—��— day 20a, by w is personally known to me or who has produced_ r ' //,r— as identification and who did take an oath. NOTARY Mi IC: Sign: Print: W MISSION # EE 197797 EXPIRES: May 13, 2016 r4gd Ttuu Nagy Pu* UnbV t .m MASA E�INOSA-RAMOs My 11 Plans Examiner Structural Review (Revised3/12/2012)(Revised 07/10107)(Revised 06/10/2609)(Revised 3/15/09) -llMM A ESPN A-RAMOS My COMMISS M # EE 191797 Tlau EXPIRES: Nfty � 20Uedermh Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 UILDING PERMIT APPLICATION Permit Type: PLUMBING +� S JOB ADDRESS: _57) 0_'�v FBC 20 Permit No 9 I � 1 BY- -----o --------- City: Miami Shores County: Miami Dade Zip: 3 :�! 1-3P Folio/Parcel#: /f 2--"06 — 61/1, � /U� Is the Building Historically Designated: Yes NO v Flood Zone: �S/d OWNER: Name (Fee Simple q City: State: V;�' I. er,anfJLe&,c;,e Blame: Phone#: Email: 3 _?j, CONTRACTOR: Company Name: Forever Pools,LLC Phone#: 305-448-1517 Address: 2655 Le Jeune Road suite # 905 Coral Cables FI Qualifier Name: Femando Morales Pone#: State Certification or Registration #: CPC#1457459 Certificate of Competency #: _ Contact Phone#: 305-448-1517 Email Address: info@foreverpools.eom DESIGNER- Architect/Engineer: Femando Morales Phone#: Value of Work for this Permit: $. eta o.J Square/Linear Footage of Work: T>Zv- of Work: UAddress OAlteration Description of Work: ONew ORepair/Replace np: 33134 786-380-9739 786-380-9739 ODemolition k uVmittal re.s $ Perni t Fee $ �� CCF $ CO/CC $ &conning Fee $ �OtOU Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee: $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ t 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 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 vvho; e property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be/approve4lfiind a reinspection fee will be charged. Signature Signature � 92'Owneror Agent Contractor The fore 011111.strument was acknowledged before me s day of M , 20 /3, by JGt C/�r/G�� z , w v is personally known tome or who has produced -611V, '6� . As identification and who did take an oath. Ella-Mm The foregomi instrument was acknowledged before/me thisa� day of , 4 ,- , 20 i3 ,by wh is personally known tome or who has produced All e'r a� r9- ° as identification and who did take an oath. NOTARY Sign. o ' Sign: Print: Print: My Co scion ExpiresLZA IN COMMISSION #EE 197797 My C EXPIRES: May 13, 2016 BaWed TWO Notary POC UiWwr m APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09) IMARIEtA E&MNOSMVMOS VTV0;11-- WCMffSSION#EE197797 Bonded Thm EXPIRES:y 13, 2016 Zoning Clerk a THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES WITH N.E.C. 680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS. SCALE: 1 /8n = 1' LEGEND 0 FLOOR DRAIN \""/ LIGHT EQUIP. & PAD ® SKIMMER T VACUUM UNE —w- WALL INLET PROPERTY LINE 27'-1" EXISTING 5' HIGH WALL, EXISTING PATIO II ' I I Lf — I 7 II ?zDC. —o e II RESIDENCE NN. A. 410R ' o N 51441 TATE OF FL / / moi. F� �' ....••''�G�� / Femando Morales, P.E. 5201 S.W.1e2Place Miami, Florida 33185 786-380-9739 — —/// Lk;ense #51441 SPECIFICATIONS POOL SIZE: 19'-8' x 30' POOL DEPTH: Tx 5' PERIMETER: 80' VOLUME (GALLONS): 10,800 �I TURNOVER RATE: 6 HRS SURFACE AREA SQ. FT.: 480 POOL EQUIPMENT POOL PUMP #1 TYPE: I PENTAIR 2 SPDj SKIMMER: 1 POOL PUMP #1 SIZE: 1-1/2 HP POOL FILTER #1 TYPE: 150 SQ.FT. POOL HEATER #1 TYPE: NATURAL POOL HEATER #1 SIZE: 400000 WALL INLETS: 3 LED POOL LIGHT: SALT GENERATOR: C SUCTION LINE WNAC LOCK: FINISH ITEMS COPING: BN DECK TYPE: PAVE TILE: 6' DECK SQ. FT. 320E DIAMOND BRITE: YES BENCH: C SPECIAL NOTES REVISION: 1) REMOVED EXISTING FOUNTAIN WALL 2) MODIFIED POOL SHAPE & PLUMBING DATE: 03/28/13 1 SHEET 1: POOL PLAN & SPECIFICATIONS LEGAL: LOTS 9 AMENDED PLAT SECTION NO. 4 ADAN RESIDENCE 500 N.E. 97 STREET MIAMI SHORES & 10, BLOCK 99 OF MIAMI SHORES JOB NO. 35040 EQUIP. & PAD OCT EXISTING PATIO II ' I I Lf — I 7 II ?zDC. —o e II RESIDENCE NN. A. 410R ' o N 51441 TATE OF FL / / moi. F� �' ....••''�G�� / Femando Morales, P.E. 5201 S.W.1e2Place Miami, Florida 33185 786-380-9739 — —/// Lk;ense #51441 SPECIFICATIONS POOL SIZE: 19'-8' x 30' POOL DEPTH: Tx 5' PERIMETER: 80' VOLUME (GALLONS): 10,800 �I TURNOVER RATE: 6 HRS SURFACE AREA SQ. FT.: 480 POOL EQUIPMENT POOL PUMP #1 TYPE: I PENTAIR 2 SPDj SKIMMER: 1 POOL PUMP #1 SIZE: 1-1/2 HP POOL FILTER #1 TYPE: 150 SQ.FT. POOL HEATER #1 TYPE: NATURAL POOL HEATER #1 SIZE: 400000 WALL INLETS: 3 LED POOL LIGHT: SALT GENERATOR: C SUCTION LINE WNAC LOCK: FINISH ITEMS COPING: BN DECK TYPE: PAVE TILE: 6' DECK SQ. FT. 320E DIAMOND BRITE: YES BENCH: C SPECIAL NOTES REVISION: 1) REMOVED EXISTING FOUNTAIN WALL 2) MODIFIED POOL SHAPE & PLUMBING DATE: 03/28/13 1 SHEET 1: POOL PLAN & SPECIFICATIONS LEGAL: LOTS 9 AMENDED PLAT SECTION NO. 4 ADAN RESIDENCE 500 N.E. 97 STREET MIAMI SHORES & 10, BLOCK 99 OF MIAMI SHORES JOB NO. 35040 z 0 :0i Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible position(s) at least 6 inches and not greater than 12 inches below the SCALE: minimum operating water level or as an attachment to the skimmer(s). 1/8" = 1 ° PER FBC 403.9.4 RESIDENTIAL POOL PUMPS AND PUMP MOTORS 1. POOL FILTER PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED -POLE, OR CAPACITOR START -INDUCTION RUN TYPES. 2. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HP >_1 hp SHALL HAVE THE CAPABILITY OF OPERATION AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 1/2 OF THE MOTOR'S MAXIMUM ROTATION RATE. 5' 3' EQUIP. � r--------------- & PAD I I II II II II II II II II II II II 1/2" DRAINS I 1/2" INLETS VAC LINE I SKIMMER I I ANTI -VORTEX MAIN DRAIN COVER TESTED TO ASME Al 12.19.8M 2007 BY UL 8172 LISTED WITH ANTI -ENTRAPMENT COVER (TYPICAL OF 2) T-3' MIN—T HYDROSTATIC v a I I RELIEF VALVE U BRANCH PIPING TYPICAL 38 gpnn DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO FBC-RESIDENTIAL 2010 CHAPTER 41 PIPE SIZE INCHES MAX. FLOW 6.0 ftlsec 8.0 fUsec 1-1/2" 38 gpnn 51 gpm 2" 63 gpm 84 gpm 2-1/2" 90 gpm 119 gpm 3" 138 gpm 184 gpm 4" 1 238 gionn 1 317 qpm ALL PIPING CALCULATED TO BE A MAXIMUM OF 6fps ON THE SUCTIONS AND 8fps ON THE RETURN LINES. POOL INLETS M.D.s 1-1/2" TYP. P�0ORq EXISTING PATIO e44'1 ° TE OF R1 TA k/ FLOR,DIP'."`l!��~ Femando Morales, P.E. 5201 S.W. 182 Place Miami, Florida 33185 788-380-9739 License #51441 it 2-1/2" I I VACUUM SKIMMERSALT GENERATOR I 2" 2" 500k GAS HEATER I 2 WAY VALVE I 3 WAY I VALVETMP " GAS HEATER INSTALLATION I I TYP UNDER A SEPARATE PERMIT HAIR 8 LINT AIR RELIEF I I STRAINER FILTER PRESSURE GAUGE II II JJ BALL VALVE PENTAIR PUMP TO WASTE i 1.5 HP - 2 SPEED RESIDENCE GFCI PROCT PLUMBING SCHEMATIC .. ALL PIPING SHALL CONFORM TO FBC-RESIDENTIAL R4101.6 P�0ORq EXISTING PATIO e44'1 ° TE OF R1 TA k/ FLOR,DIP'."`l!��~ Femando Morales, P.E. 5201 S.W. 182 Place Miami, Florida 33185 788-380-9739 License #51441 • I RECORDED IN PLAT BOOK 15, PAGE 14 OF z COUNTY, FLORIDA O �q PRO—PEW—LINE �>�ANDO4. ffi 5' TALL SHEET 5: SITE PLAN CBS WALL i TYPICAL ADAN RESIDENCE PROPERTY LINE 500 N.E. 97 STREET FetnaIVIl e,R 5' Mleml,,FFlodda33185 LEGAL: LOTS 9 & 10, BLOCK 99 = POOL 0 SEPTIC TANK EQUIP. 04 & PAD 48" CHILD FENCE M 200 A PANEL (98' PERIMETER) LOCATED MIN. 20" FROM WATER'S EDGE W/PERMANENTANCHORED POST i PER F.B.C. SECTION 424.2.17.1.2 TWO STORY RESIDENCE 5' TALL CBS WALL TYPICAL 17'-10" POOL - 22'-7" DECK PAVERS EXISTING PAVERS I) DRIVEWAY �LEGAL DESCRIPTION: 5' TALL / LOTS 9 & 10, BLOCK 99 OF THE AMENDED CBS WALL / PLAT OF MIAMI SHORES SECTION NO. 4, TYPICAL ACCORDING TO THE PLAT THEROF AS I RECORDED IN PLAT BOOK 15, PAGE 14 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA �q PRO—PEW—LINE �>�ANDO4. ffi SHEET 5: SITE PLAN i OR �� ADAN RESIDENCE S�O/G��.� 500 N.E. 97 STREET FetnaIVIl e,R MIAMI SHORES Mleml,,FFlodda33185 LEGAL: LOTS 9 & 10, BLOCK 99 786 -NO -9739 AMENDED PLAT OF MIAMI SHORES JOB NO. 35040 License #51441 SECTION NO. 4 BUILDING PERMIT Permit Type: JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 APPLICATION UILDING JUN 1 1 2013 Let— FBC 201 0 Permit No. Master Permit N ) I ROOFING City: Miami Shores County: Miami Dade Zip: 3 3/3 Folio/Parcel#: hl -3 ®(-i - t l 7 ' /':j�; Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 'A/e,,11 w�Z��^� ��pG r City: 'eA Xy7�'C State: Tenant/Lessee Name: Email CONTRACTOR: Company Name: r 'CPE A Address: , 6--t�-62 City: �� _� State, FI Qualifier Name: State Certification or Registration #: ��r1'��L� Certificate of Competency #: Contact Phone#: 2 6, '- - Email Address: . DESIGNER: Architect/Engineer: � �� y� Phone; � �� Value of Work for this Permit: $ 524:CZW6, 00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration 44W ❑Repair/Replace Description of Work: rdj Color thru tile: .305--33-3-1* Zip: lz? -� i Inio eo'--9 Submittal Fee Permit Fee $ ° CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ❑Demolition .7 . . • V 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv and a reinspection fee will be charged. Signature Signature Owner or Agent u- % Contractor The fo+egoiinstrume?twasyacpwledg e me thisday of, 20b®1®who isnowme or who hasproduced As identification and who did take an oath. NOTARY P Sign: Print: My Commision Exp' r �* W N # EE 197797 MES: May 13, 2016 Bonded Thtu NOMy Pubk UmMwhm APPROVED : ' The foregoing ' strument was acknowledged before me thi day of , 20/3, by 6-71l,�dlk � :� who is person y known to me or who has produced . 4e • as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Sign: Print: f: My Commissio xpir ?C *r' CONi4MSSl0N # EE 197797 EXPIRES: May 13, 2016 Bmded ihru Notary Publk Undetwritere das�sk9k�k akikak�kNa sksksNsksksk�kskak �� 3 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. COPY OF LOCAL BUSINESS TAX RECEIPT C. 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 ADD MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION W STATE ZIP CODE 3,913!5� BUSINESS PHONE:( l7� ) �� FAX NUMBER C!;EAL)-� CELL PHONE (U) 3kV'-- % QUALIFIER'S NAME: 9�ale 46/9 -/al QUALIFIER'S LIC NUMBER: 9 E-MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3126109 MLDV ''� CERTIFICATE OF LIABILITY INSURANCE DAT 0&07(13 ERTIFICATE HOLDER THIS THIS CERTIFICATE I5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE C CER11FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THISICERTIFICATE 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(ies) must he 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), COM CT PRODUCER Arr Lezoano Jr. oNP (305}233-6638 Na (305}233-9969 Statewide insurance Consutt2nis 11354 Gtua� Roost Drive -0 ILS, statein1@belsouth.rtet 1NSUR S AFFORDING COVERAGE NAIC# Miami, FL 33157 AilanUc Casualty Phone 305 233-6638 :Fax(305) 233-9969 INSURER A INSURED INSURER B : FOREVER POOLS, LLC INAVRCR V . 2655 LEJUNE ROAD SUITE 905 INSURER D CORAL GABLES, FL 33134 (305) 448-1517 INSURER E: INSURER F: CERTIFICATE NUMBER: REVISION NUMBER: COVERAGES BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD THIS IS TO CERTIFY THATTHE POUCIES OF INSURANCE LISTED !39l- W KAVE OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY POLICIES. LIMIT'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXCLUSIONS AND CONDITIONS OF SUCH AODLSUBR POLICY EFf POLICY EXP LIMITS MM DIYYYY ILT R TYPE OF INSURANCE POLICY NUMBER 199990= EACH OCCURRENCE $ 1,000,000.{ GENERAL LIABILITY DAMAGETORENTE 500,000,00 $ © COMMERCIAL GENERAL LIABILITY PRE �iSES ox rrence MED OCP (Any one person $ 5,000,00 [] CLAIMS -MADE ® OCCUR L144000242-4 07(23/2012 07123f2013 PERSONAL & ADV INJURY $ 110001000.( A ❑ GENERAL AGGREGATE $ 2,000,000.( ❑ PRODUCTS- COMP/OP AGG S 1,000+000.1 GEN'L AGGREGATE LIMIT APPLIES PER: $ ❑ POLICY ❑ PRQ ❑ LOC a�Nin* SINGLE LIMIT $ AUTOMOBILE LIABILITY iBODILY INJURY (Per parson) $ ❑ANY AUTO —r BRRODILY INJURY (Per accident) S ALL OWNED SCHEDULED ❑ AUTOS [:3A OWNED PPeO dent AMAGE g ❑ HIRED AUTOS ❑ AUTOS $ UMBRELLA LIAB ❑ OCCUR ❑ OCCURRENCE $ I� EXCESS UAB ❑ CLAIMS -MADE_ AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ___YIN NIA DESCRIPTION OF OPERATIONS T LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If mors apace Is required) POOL REMODELING AND CONSTRUCTION CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1 D050 NE 2 AVE MIAMI SHORES, FL 33138 ACORD 26 (2010105) QF CANCELLATION . JHOULD ANY OF HE EXPIRATION DATE THE NOTICE WILL BE OELIVERED IN ABOVE DESCRIBED POLICIES 13E BEFORE ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 88-2010 ACORD CORPORATION. All rights reserved. ACORD name and logo are registered marks of ACORD DETACH HERE AC . 6 2 4 0 7 " .ST OFLa► Baa iae��i►R .: _, AOPIL► , L �ULATION UNT R 8 SE001# .2080102s2o muwjmvl�LlCZXSX NBR. e$ of Boa 120Q3�926 CPC3.4 45`� ,'• :. « The .•pop c At, PdWslui coca c ,. � : • ' Named below ISI CE-WIFUD Under the pr©visiona of Expiration date: AUG 31, 2014 FO'Mj"�OOLSUC' l t 2 656 L JEUM ROAD 005- CORAL 05 ' « CORALS GASLR3 , FL 33134 RICX SCOT'2, � w �t i t ItEN r.AwSaiv .GOVERIN©R a ORCRETAttY DISPLAY AS REQUIRED BY LAIN ' MIAMI-DADE COUNTY 2011 LOCAL BUSINESS TAX RECEIPT 2012 FIRST-CLASS TAX COLLECTOR MIAMFDADE COUNTY - STATE OF FLORIDA U.S. POSTAGE 140 W. FLAGLER ST. EXPIRES SEPT. 30,2("2 PAID 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 THIS IS NOTA VLL - DO P:'.: T r-;%" 69FF667�70S-6LL oo� AA ops ��NEW 'f OREVNER A%t? LLC STATE CP N57459 724550-4 2655 SW 42 AVE 905 33134 CORAL GABLES 0 FEVER POOLS LLC WORKER/S ' TWIP&MITY PLUMBING CONTRACTOR 3 TM IS ONLY A LOCAL RUS09M TAX RECEIPT. R DOES NOT PERMT THE HOLDER TO VIOLATE ANY MSTUIO REM"TORY OR ZOt3i M LAWS OF THE DO NOT FORWARD WUNW OR CITIE& NOR DOES can" Tw HOLLMFRO OTMM FOREVER POOLS LLC RE� EDB LAW IS JOSE MARQUINA MGR NOT A CEFITIWCAMON 2655 LEJEtlNE RD 905 THE HOLDER$ OUALIFICA- Tlem. CORAL GABLES FL 33134 PA*ffMW FXCE EO MAMI-OADE COMM TAX cotmeT 03/30/2012 02240053001 iy ff ll ((ii ii jj j iy ai $ a �ip 000045.001ti��1tt�7ii1l�1lt��lllfil4lilt�i111if11�i11411i10i1�p8611�11 SEE OTHER SIDE STRUCTURAL REVIEWER: Mehdi Ashraf, PE AU6 2 7 25 13 PERMIT: BPP13-1316 sY.- �• 1. PROVIDE THE SOURCE OF THE CHART/GRAPH USED TO DETERMINE THE DEPTH OF THE POOL SLAB. This is a Miami Dade detail that is accepted by most incorporated cities for the hydrostatic lift. I included an approved plan from Miami Dade. P&Z REVIEWER: DAVID DACQUISTO PERMIT: BPP13-1316 1. PLEASE IDENTIFY LOCATION OF DECK TO BE INSTALLED AND WHAT THE MATERIAL IS. The page 1, Pool Plans and Specification showed the paver deck limits A fusmf= LXGQU LBB e a M sum w AMEMM RL rOF WAS SHORES SE4 M W. 4 Fern ndo Morales, PE o A fusmf= LXGQU LBB e a M sum w AMEMM RL rOF WAS SHORES SE4 M W. 4 Fern ndo Morales, PE I Z O THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES WITH N.E.C. 680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS. 000, I I, ,I -3 l:a 1! Iyl --1, 2 S > TI- 1-91-` 2!1)FLOOR 7.75' DRAI '_ -r" JET Date Twfle Stwit r r! 4*Y SM KI MER 'tl:+(I -' OkI&W LIQ 7` t 15~Al-A �- WALL INLET MIN. 240 SQ.IN. SURFACE AREA TOP STEP 4' PAVER DECK 22' — PROPERTY LINE — — \%�-(2) DECK JETS - 3'-6" PAVER I 4' ® 5' 12' BENCH W!3 JETS PAVER DECK r------------, I II I I I EQUIP. I 1&PAD r— ----..-.._.. ---------- .tl Jr I RESIDENCE ! !� Dep ent d Vo=gulatory -.md E•cIY'Ir1orm'c Resources - Job 4-'orw r• X101 1 .29:i it ..y. FINISHED FLOOR ELEVATION I PDF 7.75' I I 5.17 I I Date Twfle Stwit Disp. Trade Stamp Name 1/24/21)11-33- 7` t 15~Al-A urI. !1 %L srppr oi_} I I 1 1/2412 _I 13- ::I 1 1 [�I:v�:�'�� .r''.�;� 'II I� -. � A �'�L•L:�II:.� �_;�Arf:_f ,� el�� I I II II SOIL NT PER V'S,, -D.1. N, • I : I !J X. ,5 . I I.. m RFVI A: fi r;!.N 1.1 ,)!.' ':r ALLUN'AH,I 15f11"GC.J'al IV 8"v17fc AT TIM]'„: I x: ,:•: I11 "1 1 t� SU6911""0I" :Y :I '9+' `If•' r!'1 THAI tW: T --I I..•r: THE SLIt. v: v:.c YE1 '.f•. 81AULJ,iI �,:• +. -•l: I�w �. ya +�'� —: i:r �•� >N IS NOTE #Fr � (FOOL THICKNESS) PNEUMATICALLY "9.A^cD t ONC WALL THICKNESS 6 FLOOR THICKNESS 6” SOIL BEARING CAPACITY 2000 PSF FLOTATION ANALYSIS FINISHED FLOOR ELEVATION 3.34' DECK LEVEL ELEVA-'ON 7.75' POOL DEPT14 5.17 LOW POINT PCOL LEVEL 2.75' FLOOD CRITERIA 7.04' F.C. DEPTH LEVEL' 4,26 LESS HYDROVERTICAL '' HYDROSTATIC UPLIFT 2.25' CHAR: -;L,)7, Pr:,Ot Bi?'.^^? SLAS WITH I .YC%R.:'E 1, DC: J- ..{ ... ? 4 Of gay N '441 ATE OF M 0 •�'�`1`s'1ONAl, E-o�oao .....esa6/1��! Fernando Morales, P.E. 5201 S.W. 162 Place Miamt, Florido 3.31,85 786-380-9739 License #51441 SPECIFICATIONS FOOLSIZE r POOLOEPTH: I 3IX5, Y�:.'r,IMCI i.R ® VOL LIME (GA1GNS): 5280 T..IRNOVER IRA FE 6 WRS ::fJF'FA'.E AREA Std. F'.: I 284 POOL EQUIPMENT PO-' _ a1.11.9P 4' ",174:.: PENTAIR VVAL_ IhLETS:�' 1-1,2HP 2SPD ° L`:D P0,X _134T 1 PO(.,;. F 1.1):R #' 'i F`Gi: 150 5C:.FT. I :.;ALI. C EPIERAT17R: YES 1-� I-WIIA:,LOCK: YES FINISH ITEMS DECK TYPE: PAVER Il.f.-:: DECK 50. FT. 4001 CAV -1N) t3 RITE: YES BENCf• 413 JETS: YES SPECIAL NOTES F!i N:'i 5 ::lf :,' NO 1 rUOL 9 NC:LGSJKE:� ALA RM EXTRA FEATURES NECK 1:."S: �7 ANUG 20 Y- 00 oae DATE: 12/17/12 SHEET 1: POOL PLAN & SPECIFICATIONS LEGAL: LOT 2, BLOCK 5 CHRISTOPHER GARDENS VALDES RESIDENCE 28414 SW 133 PATH MIAMI I, • s JOB N0.35037 I: r DETACH HERE A#. 4 0 G 7 2 ., STATE f FLORIDA bzlp R 'b�'•°,H.Q f1�iE Aft pRo 'LOgz �C1LATxoN . •,. T�QNSTRU.OT1ON Il�TMSTR L• KENS 1„ S� EW 12080102$20 :... r LICENSE M5R . V 03 d1 2012 3.2003026 CPC3.4iJ-4SV The .•CONIIKERCZAL Fd0h/sPA .CQNTw- : '•`'. Named bei0v 18 CRRTYFISID rider the provi siou*g o •'Chap�Lr,.,. l:B Expiration date: AUG 31. 2014 "t.*,l:,l^ XORAS.'• FERMA 0 A,: R POOLS LC „ 2635 LE JEUNE ROAD '905' , CORAL GAR1,ES FL 33134 RT CK .564 It; T IGEN LANSON :OOVTRNOR• SECRETARY DISPLAY AS REQUIRED BYLAW' iami Shores Village Wilding 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 NOT TUB SAFETY ACT I (Vile) acknowledge that a new swimming pool, spa or hot tub will be constructed or Installed at 3oy NE f7r* ST 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). Ph 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, punt able as provided in Section 775.082 or Section 77 83 F.S . This form must be signed by th wn !agent and the prime contractor. Zj' r e 3 CT R'S SIGNA UR AND DATE N • SIGNATURE AND DATE �F7e"(C'^�_) M 0-VS PAVt AbAN CONTRACTOSME (PI P,ASE PRINT) OWNER'S E (PLEASE PRINT) 'i 12 dA- A�R1EtA EFMiM�ISR RM�o8 NOTARY PUB MARIELAESPWSA-RAMOS ARY PUBLIC .? _ Rav r,;t�vassiCaN EE 197797 E�i'H't..5: AAay 13, 2016 r. MY C0MMISSi01W # EE 197797 I hri i ut.8y Public UndeiwrUets EXPIRES: May 13, 2016 •. BMW nw Nosy Pubec Underwriters 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 is/are the fee simple owner(s) of the following described property situated an I being in Miami Shores Village, Florida: Address: ®� q714 �� ®�/J7/ �� 0'33/.4 Whereas, the undersigned owner(s) 7 desire to utilize said Lot(s) as a single building site, 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. 111. 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, 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 and rsigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in acgef4ance of said Village then in effect. N & PRINT OWNER SING & PRINT Hereby Cert that on this day personally appeared before me and has produced ID #A3 ''!1— 50—)2 3IZ�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 /f day of 20 (Revised 05/2209 NOTARY PUBLIC SIWTE (OF FLORIDA EgpWW,RAMOS MY COMMISSION # EE 197797 EXPIRES; May 13, 2016 Bm*d Thru NdM pubk Undenwbm jL 611J _ Lit, ov • 77.7 4 I ank 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 Pd4c) & 6 , located at �o®1/e- 97M �51-d'el In accordance with Section 33-12(f), 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. 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. L r 4 FLOOD DATA: r' COMMUNITY # 120652 PANEL & SUFFIX:'0306 L FICA FLOOD NAIL N90'000"001"W 6,047". DATE F FI11 0 _ ID FFL E GARAGE ®9.05 FOUP IiClo .F TH PU `� T "' C IT AND1OR CONSTRUCTION fel 18-6 < �� .�.� "?4- ;Olge4 P E 30.4 i Tll� coniracrlar (rs� cle ree) s remulifed ,® ff"rrorm a E°�Y lt� o.Ur lr§ I,�r�E �_:: rid-4ii7ci i?l i ".1 �6�E,d i:.8 s- 5�u aCf,rt c )V•3i, f WH e * t . i ` � _ t r. C IfS'` t r t If 111 �5 1C 1, bJ ,• 1 (.[`.1";I�?ur8 ti'l? �� ^' C rf I i�rx� irili: e' a pp i cur is not ft�f,.fUt FC '111 i, c3�..r,> I. u I1rzcL Y1 Ji._1,u�Yr ,;Ia.tyCt�? .,c 71 PIS A APPROV M"ADE COUNT1f N{E:IUi PAR7AI�N'F ' ` t�J WIT% BLOCK 99 DATE: -711 SEPTIC TANK "! ��t3AL. (MIN) ' ,SHORES. X11 •� 15, P' DIN 5 SO. FT. (MIN) ,, TLJ$TE T ya„ AGE 14 HIGHESTg L J. 15 6 MOVEABLE1, OOR INST ____� ,,dF SLIGHTLY LIMITED SOIL # %! ROCK UNDER BOTTOM O�D�FI JLG� , t' L ► TI,';�N: - 9.94 INVERT ELE"TION `" � x POND :"BOTTOM OF DRAttNFIELD ELEVATED i L � PERIMETER .OF EXCAVATION AREA SfJALL �p EL TI(.:a : + AT LEAST' ? °FEET WDER AND LONGER.�HAN FROPM0 AW045 M.ON BED OR DRJAIN''J i J , WALL q Ct Q, y C V" SPI' 32. UTILI POLE , � _ r - �., : UTILITY SLE _ t tJ 1 �, *4 WA"*MBTRR TNMUAT8RLM8 PAVEMENT A*JA=W MOPE 1,10 oR E . E. eflPs TM"CT"11 MAT AIfT TNR q@V d.'` '� I RCD I. n l� SEPTIC TAMC CALCULATIONS TR8xit Oa dgOtUCAT ON Dm w3ooec va ea rT "mt+t q.� MAN TR9Ne{@8 AM e'-0' =8 TOTAL 40WM M1T �A0V8:D %0'.®' 8I 1 moi. 1—MPWIr SPAL@ BH7a@L@I l RB ' F%" TOR Lm4" (R888RVH79'-8' eueu "D'.rva CALCN.A10115 BAWD Q1 A/O 00 FT 6�A'�e TpAN 4960 eOFT I LR89 4f>a0 BfJ FT m I KEY PLAN �F 6A P.E. �PA. 831d1(�ISilt18 FLORIDA 16701 SW I17AVE;WANW PK* 305-3781991 SEAT. R E VISIONS DAT 8EMTANlt 8313 PROJECT NAME: ADDMONAREA REPAIRS INTERIOR WROVEMENTS ADAN RESIDENCE SIM I'm In ST MAN SiWF6 FLORIDA Project No: 2012.154 Stale: AS NOTED Date: 107-2012 Drawn: J.V. Chedoe& FL EG. CADD File: PIANS mod changes 3-5-2073. Drawing title: Sheet NO: p- 1 4 ft ABBREVIATIONS: r A/C =AIR CONDITIONING UNIT ADJ = ADJACENT ASPH = ASPHALT BCR = BROWARD COUNTY RECORDS BOW = BACK OF WALK BM =BENCHMARK CALL = CALCULATED CA = CENTRAL ANGLE CIL = CENTERUNE CB - CATCH BASIN CBS = CONCRETE BLOCK WALL CE - CANAL EASEMENT CHATT =CHATTAHOOCHEE CONC =CONCRETE CM = CONCRETE MONUMENT COL -COLUMN DE = DRAINAGE EASEMENT D = DEED EASE 3 W PAGE 14 EDP :EASEMENT = EDGE OF PAVEMENT ELEV. = ELEVATION EOW = EDGE OF WATER EOP = EDGE OF PAVEMENT FF = FINISHED FLOOR FD =FOUND ID = IDENTIFICATION INV =INVERT IP =IRON PIPE IR = IRON ROD L =LENGTH LAE = LIMITED ACCESS EASEMENT LF = LOWEST FLOOR LME = LAKE MAINTENANCE EASEMENT M = MEASURED ME = MAINTENANCE EASEMENT MF = METAL FENCE NGD = NATIONAL GEODETIC DATUM N/D = NAIL AND DISC NIG = NATURAL GROUND NR = NON RADIAL NTS = NOT TO SCALE NTT = NAIL AND TIN TAB OHC =OVERHEAD CABLES( ORB = OFFICIAL RECORD BOOK P = PLAT PB = PLAT BOOK PBCR = PALM BEACH COUNTY RECORDS PC - POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PG =PAGE PI = POINT OF INTERSECTION POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT / PR = POINT OF TANGENCY PIL = PROPERTY UNE R = RADIUS PROPERTY ADDRESS: 500 NE 97 STREET, MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOTS 9 & 10, BLOCK 99 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFICATIONS: PAULADAN FLOOD DATA: COMMUNITY# 120652 PANEL & SUFFIX: 0306 L FLOOD ZONE: X DATE OF FIRM: 9/11/09 / FFL ELEV = 9.06 GARAGE = 9.05 RGE - RANGE Y� ROE = ROOF OVERHANG EASEMENT RP = RADIUS POINT RNV = RIGHT OF WAY SEC = SECTION SMI = SIDEWALK TOB = TOP OF BANK TYP = TYPICAL UE = UTILITY EASEMENT WF = WOOD FENCE - WPP = WOOD POWER POLE (UTILITY POLE) /e OVERHEAD CABLES METAL FENCE —X —X —X —X — METAL FENCE WOOD FENCE PLASTIC FENCE EASEMENT LINES CENTERLINE (C/L) O.'Dmfta1DOMIMC11237412dwg,1)242013 9:38:45 AM 0 i. OF /75' RNV TOTAL PER PLAT �0 NE 97TH STREET �,�:�' FOUND NAIL NO IDI -f'.1 n.5T BRICK PAVER / SURVEY FOR THE PURPOSE TO OBTAIN HIGHEST FLOOR o PERMIT AND/OR CONSTRUCTION 1 IRON ROD THE NORTH MONUMENTED LOWEST FLOOR ELEVATION: 9.06' NO ID. UNE OF BLOCK 99 OF SAID RECORD PLAT ��. �eawo5 �Q�P • /30.8' / Q' O GARAGE ,> LOT 10 BLOCK 99 u'. ELEVATION AMENDED PLAT OF MIAMI SHORES �? X32.8' SECTION 4 S PLAT BOOK 15 PAGE 14 . /" if AIC MIAMI-DADE COUNTY RECORDS 139.33' RGE - RANGE Y� ROE = ROOF OVERHANG EASEMENT RP = RADIUS POINT RNV = RIGHT OF WAY SEC = SECTION SMI = SIDEWALK TOB = TOP OF BANK TYP = TYPICAL UE = UTILITY EASEMENT WF = WOOD FENCE - WPP = WOOD POWER POLE (UTILITY POLE) /e OVERHEAD CABLES METAL FENCE —X —X —X —X — METAL FENCE WOOD FENCE PLASTIC FENCE EASEMENT LINES CENTERLINE (C/L) O.'Dmfta1DOMIMC11237412dwg,1)242013 9:38:45 AM 0 i. OF /75' RNV TOTAL PER PLAT �0 NE 97TH STREET �,�:�' FOUND NAIL NO IDI -f'.1 n.5T BRICK PAVER WALL: SOUTH FACE ON PROPERTY LINE JUN 1 1 2013 �- STRUCTURE q� N90°00'00"W BEARINGS HIGHEST FLOOR o FOUND 112" ARE ASSUMED ALONG 1 IRON ROD THE NORTH MONUMENTED LOWEST FLOOR ELEVATION: 9.06' NO ID. UNE OF BLOCK 99 OF SAID RECORD PLAT aki ... `OG�� S u %meg °,QQQ /30.8' / Q' O GARAGE ,> LOT 10 BLOCK 99 u'. ELEVATION AMENDED PLAT OF MIAMI SHORES �? X32.8' SECTION 4 S PLAT BOOK 15 PAGE 14 . /" if AIC MIAMI-DADE COUNTY RECORDS 139.33' f` ' OUTILITY POLE S " EWM A92. FOUD 1 /2". N k. IRON ROD NO ID. �;'• {;; 5., Cb GW WALL: SOUTH FACE ON PROPERTY LINE JUN 1 1 2013 �- :°• 10.00' N90°00'00"W BEARINGS FIELD LggATION OF IMPROVEMENTS FOUND 112" ARE ASSUMED ALONG ' IRON ROD THE NORTH MONUMENTED I N NO ID. UNE OF BLOCK 99 OF SAID RECORD PLAT aki WALL: EAST FACE tta 18.5' 0.3' WEST OF PROPERTY /30.8' / LINE INDICATES EXISTING CR 7'% I: A/C ELEVATIONS . /" if AIC r 0 5� N P' 26.7./ o �0��'� 0 LOT 8 BLOCK 99 �;'• {;; 5., Cb GW AMENDED PLAT OF X�'10O1 ni MIAMI SHORES SECTION 4 MOVEABLE PLAT BOOK 15 ROCK 3 W PAGE 14 POND o MIAMI-DADE COUNTY RECORDS vco I� o mC-12 I LOT 9 BLOCK 99 Inj AMENDED PLAT OF —I MIAMI SHORES WALL CORNER Ir o SECTION 4 0.1 NORTH I m PLAT BOOK 15 0.4' WEST PAGE 14 I MIAMI-DADE COUNTY I RECORDS FOUND 112" IRON ROD 50.00' NO ID. UTILITY POLE I 'ALLEY TOTAL AMENDED PLAT ° oto^s'bGE '0F PAV5NIBi�t1' 4,, OFPMIAMI LAT BOOKSHORES PAGE 10N 4 x`h MIAMI -DADE COUNTY RECORDS -- GENERAL NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. 3. ELEVATION ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED FOR CLEARER ILLUSTRATION. MEASURED RELATIONSHIP, SHALL HAVE PRECEDENCE OVER SCALE POSITIONS. ' 5. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. G. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE FINANCING PURPOSES. IT IS NOT INTENDED FOR CONSTRUCTION USE, UNLESS OTHERWISE SPECIFIED. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. 7. WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.10 (FT) 8. NOTE: "I HEREBY CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR AND MAPPER BASED ON THE SURVEYOR AND MAPPERS KNOWLEDGE AND INFORMATION, AND IT IS NOT A GUARANTEE OR WARRANTY EXPRESSED OR IMPLIED. 9. "ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES." (CHAPTER 61 G17-6.003 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) INVOICE NO.: 12-37412 DATE: DESCRIPTION: 07/31/2012 FIELD LggATION OF IMPROVEMENTS 08/22/2012 01/09/2013 ADD ELEVATIONS IN ALLEY RE DRAFT MOVEABLE ROCK POND 7 RIDA STATUES. 44 S d a ALL COUWY-Svi Kim TR I SS O YORS PPEF ICENSE NO. ILE: (954) 777-4747 X: (954) 777-2707 5400 SOUTH UNIVERSITY DRIVE- -SUITE NO.: 216 DAVVIE, FLCIRIDA 33328 1 HEREBY. CERTIFY—TiATTHIS MAP OF BOUNDARY A 111=30' PART M(NI BY C' T P A UAB p: C'I., 6 HI'L9 SUKVtY MEETS THE I, aS FOR SURVEYS, AS SET FORTH , 1 1� 52 EYORS AND MAPPERS IN ADMINISTRATIVE CODE, TO TI ! 472. 7 RIDA STATUES. 44 S d 0 AND ORIGINAL RAISED SEAL OF RVEYOR AND MAPPER SHONW • - • -- -- -- PROPERTY LINE -- -- - -- -- -- -- -- SPECIFICATIONS E POOL SHALL BE LOCATED IN A EXISTING 5' POOL SIZE: 12'-6'x30' POOL DEPTH: 3' x V NOR THAT COMPLIES WITH N.E.C. 680.8 F[FOlk HIGH WALL EQUIP• PERIMETER: 76' VOLUME (GALLONS): 7500 OVERHEAD CONDUCTORS AND N.E.C. FOR ALL UNDERGROUND & PAD.10 TURNOVER RATE: 6 HRS SURFACE AREA SQ. FT.: 353 I CONDUCTORS. aM�,y� r`�, •�':•�3;�,r'µ�:,,�k°r y �----_ --_�__ ! �� _ _ POOL EQUIPMENT - _ #1 TYPE: PENTAIR 2 SPD SKIMMER: 1 Z � SCALE: { { MIAMI SHORES VI { LAGivom PU #1 SIZE: 1-1/2 HP WALL INLETS: 3 ._- t #1 TYPE: 150 SQ.FT. LED POOL LIGHT: 1 27'-1" I' ;APPROVED I PggA ATE #1 TYPE: NATURAL SALT GENERATOR: YES I 31'-1" I { I� POOL HEA R #1 SIZE: 4000Q0� SUCTION LINE WNAC LOCK: YES I ZONING FINISH ITEMS I(I`� COPING: BN DECK TYPE: I PAVER r{ TILE: 6" DECK SQ. FT. 13201 I { ! I t�UCTURAI t� I lit - ND BRITS: YES BENCH: YES c *7 SPECIAL NOTES I I "aCTRtCAL J �0epl ING POOL: NO POOL ENCLOSURE: WALL ELECTRIC: BY OTHERS �I PLUMBING I -�7 w� I t'.ECHANICAL a O a EXISTING ECK 3' t- i I BLDG. , . l X91 FOUNTAIN 30' I i t F { J;�BJECT TO COMPLIANCE WITH ALL FEDERAL 12'-6" 6'-71 SATE AND CO AND REGULATIONS 18'-7"`--- N, t 5' PAVER �� N. I 22,-7" DECK \ I BENCH 41 D0 AI Mp T EXISTING PATIO //�� N a CENSF'•.Q • N® �� e DATE: 03 POOL PLAN & SPECIFICATIONS //// LEGEND : O •°• ® FLOOR DRAIN s k �i,'�F'••ORIDAcrn //// //// �isS`/p, ••••r��'�� rrrr,.N�4L��ol., IRAW RESIDENCE LIGHT / / TADAN 500 N.E. 97 STREET ® SKIMMER /// Fernando Morales, P.E. _ MIAMI SHORES 'VACUUM LINE es'wida3ii Mm�3s LEGAL: LOTS 9 & 10, BLOCK 99 788-380-8739 AMENDED PLAT OF MIAMI SHORES JOB NO. 35040 —•— WALL INLET — /// License#51441 SECTION NO. 4 z O Where provided, the vacuum or pressure cleaner fiiting(s) shall be located in an accessible positions) at least 6 inches and not greater than 92 inches below the SCALE: minimum operating water levet or as an attachment to the skimmer(s). 1/8" = V PER FBC 403.9.4 RESIDENTIAL POOL PUMPS AND PUMP MOTORS 1. POOL FILTER PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED -POLE, OR CAPACITOR START -INDUCTION RUN TYPES. 2. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HP :0 hp SHALL HAVE THE CAPABILITY OF OPERATION AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 1/2 OF THE MOTOR'S MAXIMUM ROTATION RATE. 3' •-,�s: .EQUIP. i r-------------- & PAD I I II II I� II II II II II II II 1/2" DRAINS I I 1/2" INLETS I I VAC UNE I I SKIMMER I I II II II II II II II II II II II II I II II RESIDENCE EXISTING PATIO ANTI -VORTEX MAIN DRAIN COVER TESTED TO ASME Al 12.19.8M 2007 BY UL 8172 LISTED WITH ANTI -ENTRAPMENT COVER (TYPICAL OF 2) t-3' MIN --t HYDROSTATIC 52 I I R I RELIEF VALVE BRANCH PIPING TYPICAL DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO FBC-RESIDENTIAL 2010 CHAPTER 41 PIPE SIZE INCHES MAX, FLOW 6.0 fttsec 8.0 fttsec 1-1/2" 38 gpm 51 gpm 2" 63 gpm 84 gpm 2-1/2" 90 gpm 119 m 3" 138 gpm 184 gpm 4" 238gpm 317 gpm ALL PIPING CALCULATED TO BE A MAXIMUM OF 6fps ON THE SUCTIONS AND 8fps ON THE RETURN LINES. POOL INLETS INLETS M.D.s FOUNTAIN 1-1/2" TYP. 2- VACUUM SKIMMER I ISALT GENERATOR 2 WAY 500k GAS HEATER `3 WAY VALVE VA -VE TMP • GAS HEATER INSTALLATION TYP UNDER A SEPARATE PERMIT HAIR 8 LINT AIR RELIEF STRAINER FILTER PRESSURE GAUGE PENTAIR PUMP 1.5 HP - 2 SPEED Femando Morales, P.E. 5201 S.W. 182 Place Miami, Florida 33185 788-380.9739 License #51441 VALVE TO WASTE PLUMBING SCHEMATIC ALL PIPING SHALL CONFORM TO FBC-RESIDENTIAL R41G1.6 1 A FLOTATION ANALYSIS HOUSE FLOOR ELEVATION 9.44 FT. TOP OF POOL COPING 9.00 FT. POOL DEPTH 5.00 FT. BOTTON OF SLAB 3.17 FT. GROUND WATER ELEV.(-0-01 7.00 FT. POOL UPLIFT FORCE 4.75 FT. LESS HYDROVERTICAL -2.00 FT. HYDROSTATIC UPLIFT 2.75 Ft. CHART FOR POOL BOOT SLAB WITH HYDROSTATIC UPLIFT NOTE #1 (POOL THICKNESS) PNEUMATICALLY PLACED CONC. WALL THICKNESS 6" FLOOR THICKNESS 8" SOIL BEARING CAPACITY 2000 PSF A MINIMUM SLOPE FOR DECKING OF % INCH PER LINEAR FOOT SHALL BE PROVIDED EXCEPT FOR WOOD DECKING, PER ANSI/NSPI-5 2003 SECTION 7.2.2.1 PAVERDECK u 6" SOIL STATEMENT PER VISUAL INSPECTION SOIL AT THIS SITE REVEALS SAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF2WO PSF AT TIME OF EXCAVATION A LETTER WILL BE SUBMITTED BY THE ENGINEER ATTESTING THAT THE SITE HAS BEEN EXCAVATED AND THE SOIL CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE UPON WHICH THE DESIGN STEEL TEX FORM IS BASED (OR EQUIVALENT) DOWN TO SOIL LINE WATER LINE WITH I 3' TYPICAL SECTION FOR TYPE O POOL (DIVING EQUIPMENT PROHIBITED) N.T.S. PRECAST OR BRICK COPING TILE 3„ WATER LINE 2 -No. 3 BARS IN 5"x 8" (OR �— EQUIVALENT) BOND BEAM .-- PLASTER OVERHANG 1 8"t �c. 6" -I MIN. MIN: 6"POOL LINE WATERWALL TILE No. 3 BARS 10" O.C. EACH VWkY THROUGHOUT 1.5" THREADED PVC PLUG PERFORATED WELL POINT IN 3/4" ROCK BED SLIP RESISTING & GRASPABLE COPING COPING DETAIL N.T.S. ANTI -VORTEX MAIN DRAIN MIN. 8" SECURE WITH 2 STAINLESS STEEL SCREI ;4.1 .Viz.-- s' .-w 6" MIN. P.V.C. TO PUMP TYPICAL WALL SECTION AND WELL POINT N.T.S. MIN. 240 SQ.IN. SURFACE AREA ON TOP STEP --, J 12" MAX TYP. 12" 12" 4'-9" CENTERLINE OF STEPS PER ANSI/NSPI-2003 6.2.2; N.T.S. ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM HEIGHT OF 12", EXCEPT TH T4wQQR,POTTOM RISER, WHICH MAY VARY IN HEIGHT, rEX(;EED 12". �`� �Q� 'NSE ""• �e CF ED _= Fer1lan Aiorales, P.E. ;01 Place Placa rida 33185 (r17 0-9739 Lteense #51441 WATER _ LEVEL 1- 21" 18" i BENCH SECTION N.T.S. UNDERWATER BENCHES, SWIMOUTS AND SUNSHELVES TO BE VISUALLY SET APART FROM POOL FINISH WITH A TILE EDGE OF A CONTRASTING COLOR. EQUIPMENT PAD DETAILS ALL HEATER CONNECTIONS SHALL BE UNIONS 4" CONCRETE • ..; ; PER F.B.C. 11 TOP VIEW 000. FILTER BASE PUMP HEATER N.T.S. N.T.S. N.T.S. ALL ANCHOR BOLTS THROUGH BASE TO BE 3/8" LAG BOLTS OR TAP CONS FOR ALL EQUIPMENT. SEE MANUFACTURER'S SPECIFICATIONS FOR ANY ADDITIONAL DETAILS AND ANCHORING POINTS. DETAIL IS COMPLIANT WITH FBC 301.12 INSTALLATION OF EQUIPMENT WILL BE COMPLIANT WITH FBC 1620 PERTAINING TO WIND LOADS. COPING SEE WALL DETAIL FLOTATION ANALYSIS PRECAST OR HOUSE FLOOR ELEVATION 9.44 FT. TOP OF POOL COPING 9.00 FT. POOL DEPTH 5.00 FT. BOTTON OF SLAB 3,17 FT. GROUND WATER ELEV.0-01 7.00 FT. POOL UPLIFT FORCE 4.75 FT. LESS HYDROVERTICAL -2.00 FT, HYDROSTATIC UPLIFT 2.75 FT. CHART FOR POOL BOOT SLAB WITH HYDROSTATIC UPLIFT NOTE #1 (POOL THICKNESS) PNEUMATICALLY PLACED CONC. WALL THICKNESS 6" FLOOR THICKNESS 6" SOIL BEARING CAPACITY 2000 PSF A MINIMUM SLOPE FOR DECKING OF %8 INCH PER LINE4R FOOT SHALL BE PROVIDED EXCEPT FOR WOOD DECKING, PER ANSI/NSPI-0 2003 SECTION 7.2.2.9 SOIL STATEMENT PER VISUAL INSPECTION SOIL AT THIS SITE REVEALS SAND AND LMIEROCK Wr H AN ALLOWABLE BEARING CAPACITY OF 20M PSF AT TIME OF EXCAVATION A LETTER WILL BE SUBMITTED BY THE ENGINEER ATTESTING THAT THE SITE HAS BEEN EXCAVATED AND THE SOIL CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED WATER LINE WITH ONE ROW OF TILE SECTION THRU C L SLOPE 9.13' 5' 1' 11° MAX 5' " 30' PAVER DECK 6" 211f8°t 18" 6n OVERHANG MIN. MIN. WATER COPING LEVEL WATERLINE SLIP RESISTING & BEAM 6 POOL GRASPABLE COPING 21" WATERLINE WALL 16n TILE a SEE WALL DETAIL COPING DETAIL N.T.S. PRECAST OR BRICK COPING TILE 3� WATER LINE • •• 2 -No. 3 BARS IN 5"x 6' (OR MIN. S° SECURE WITH EQUIVALENT) BOND BEAM 2 STAINLESS STEEL SCREWS r PLASTER 211f8°t 18" 6n OVERHANG MIN. MIN. WATER COPING LEVEL WATERLINE SLIP RESISTING & BEAM 6 POOL GRASPABLE COPING 21" WATERLINE WALL 16n TILE a SEE WALL DETAIL COPING DETAIL N.T.S. 1.5° THREADED PVC PLUG P.V.C. TO PUMP PERFORATED WELL POINT IN 3/4" ROCK BED --' TYPICAL WALL SECTION AND WELL POINT N.T.S. MIN. 240 SQ.IN. SURFACE AREA ON J TOP STEP J 12" MAX TYP. 6" RADIUS 3' (MAX) 12" 12" 4'4" TYPICAL SECTION FOR TYPE O POOL (DIVING EQUIPMENT PROHIBITED) N.T.S. CENTERLINE OF STEPS PER ANSIINSPI-2003 6.2.2: N.T.S. 11° ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM MAx HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHICH MAY VARY IN HEIGHT, BUTo�h1AUE%bVe) EED 12". aa�� NpO A. /y0 �A�,, n o ' E m Mtuales, P.E. �' 5201 -VV�62 Place Mia FrAdde 33185 0� ° • ' LGLOR 197 P, - 0-9739 'e rte- }' • • .. r,kEce&e #51441 eaas0000`t BENCH SECTION c N.T.S. UNDERWATER BENCHES, SWIMOUTS AND SUNSHELVES TO BE VISUALLY SET APART FROM POOL FINISH WITH A TILE EDGE OF A CONTRASTING COLOR. EQUIPMENT PAD DETAILS ALL HEATER CONNECTIONS SHALL BE UNIONS 4" CONCRETE • • ,r PER F.B.C. 1 TOP VIEW 0 no0 FILTER BASE PUMP HEATER N.T.S. N.T.S. N.T.S. ALL ANCHOR BOLTS THROUGH BASE TO BE 3/8" LAG BOLTS OR TAP CONS FOR ALL EQUIPMENT. SEE MANUFACTURER'S SPECIFICATIONS FOR ANY ADDITIONAL DETAILS AND ANCHORING POINTS. DETAIL IS COMPLIANT WITH FBC 301.12 INSTALLATION OF EQUIPMENT WILL BE COMPLIANT WITH FBC 1620 PERTAINING TO WIND LOADS. I SHEET 3: SLOPE & SPALL SECTION ADAN RESIDENCE 500 N.E. 97 STREET MIAMI SHORES LEGAL: LOTS 9 & 10, BLOCK 99 AMENDED PLAT OF MIAMI SHORES JOB NO. 35040 SECTION NO. 4 I I I No. 3 BARS 10" O.C. EACIRVI AY THROUGHOUT •~ ANTI -VORTEX MAIN DRAIN -X MIN. S° SECURE WITH 2 STAINLESS STEEL SCREWS •:: ,. STEEL TEXFORM ��?'•�;: +:.; , .•: -�� (OR EQUIVALENT) r=, -= 6" MIN. DOWN TO SOIL LINE '• S' a• " ' _y 1.5° THREADED PVC PLUG P.V.C. TO PUMP PERFORATED WELL POINT IN 3/4" ROCK BED --' TYPICAL WALL SECTION AND WELL POINT N.T.S. MIN. 240 SQ.IN. SURFACE AREA ON J TOP STEP J 12" MAX TYP. 6" RADIUS 3' (MAX) 12" 12" 4'4" TYPICAL SECTION FOR TYPE O POOL (DIVING EQUIPMENT PROHIBITED) N.T.S. CENTERLINE OF STEPS PER ANSIINSPI-2003 6.2.2: N.T.S. 11° ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM MAx HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHICH MAY VARY IN HEIGHT, BUTo�h1AUE%bVe) EED 12". aa�� NpO A. /y0 �A�,, n o ' E m Mtuales, P.E. �' 5201 -VV�62 Place Mia FrAdde 33185 0� ° • ' LGLOR 197 P, - 0-9739 'e rte- }' • • .. r,kEce&e #51441 eaas0000`t BENCH SECTION c N.T.S. UNDERWATER BENCHES, SWIMOUTS AND SUNSHELVES TO BE VISUALLY SET APART FROM POOL FINISH WITH A TILE EDGE OF A CONTRASTING COLOR. EQUIPMENT PAD DETAILS ALL HEATER CONNECTIONS SHALL BE UNIONS 4" CONCRETE • • ,r PER F.B.C. 1 TOP VIEW 0 no0 FILTER BASE PUMP HEATER N.T.S. N.T.S. N.T.S. ALL ANCHOR BOLTS THROUGH BASE TO BE 3/8" LAG BOLTS OR TAP CONS FOR ALL EQUIPMENT. SEE MANUFACTURER'S SPECIFICATIONS FOR ANY ADDITIONAL DETAILS AND ANCHORING POINTS. DETAIL IS COMPLIANT WITH FBC 301.12 INSTALLATION OF EQUIPMENT WILL BE COMPLIANT WITH FBC 1620 PERTAINING TO WIND LOADS. I SHEET 3: SLOPE & SPALL SECTION ADAN RESIDENCE 500 N.E. 97 STREET MIAMI SHORES LEGAL: LOTS 9 & 10, BLOCK 99 AMENDED PLAT OF MIAMI SHORES JOB NO. 35040 SECTION NO. 4 I I I ADJUSTABLE f%nl I AR PERFOR BASKET 9" TRFA WAA SKIMMER DETAIL 2#12THHN 2P 20 AMP JUNCTION BOX 2 # 12 THHN 1 # 4 THNN CU. GRND. PRE -CAST W 1 P 15 AMP COPING z 1 # 12 THHN CV GROUND IN 2" C. 200 A MAIN EXIST 5'-0" MIN. W METER COMBO DISC. CAN water line I.- 300 W TRANSFORMER TIMER COMBINATION EXIST. EXIST 0 200 A O FPL 18" MIN , '' 1" PVC JUNCTION BOX & PANEL o d SERVICE PUMP SWITCH o 0 f. TOP OF FIXTURE o SW. 2" RGC FROM JB POWER COMPANY TRANSFER PAD 13" TO 14 1 /8" �:� STAINLESS STEEL LIGHT NICHE o # 4 CONDUCTOR TO 20 FOOT (12 VOLT) TO COMPLY WITH C 1 #4 TW CU IN /4" SECTION OF FOUNDATION STEEL S.F.B.C. AND NEC 680GFI RECEPTACLE TIMER TX COND. TO CWP. (SEE PLAN FOR LOCATION) FOUNDATION 6' MIN 20' MAX. FROM WATER LINE 100 W # 5 FOUNDATION SECTION UNDER WATER LAMP TRANSFORMER 101-0" DEEP GROUNDING REBAR MIN. 20 FT. N.T.S. c TYPICAL. ROD - 5/8" DIAMETER LONG JB HOUSE CONCRETE PER NEC 2008 680.22 (B) GFCI PROTECTION. OUTLETS SUPPLYING POOL PUMP MOTORS FROM BRANCH CIRCUITS WITH SHORT-CIRCUIT AND GROUND -FAULT PROTECTION RATED 15 OR 20 AMPERES, 125 VOLT OR 240 VOLT, SINGLE PHASE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE PROVIDED WITH GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL. CONSTRUCTION NOTES: 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBC-RESIDENTIAL 2010 CHAPTER 41. 2. UPON RATIONAL ANALYSIS, THE PREVAILING SOILS IN THE AREA SURROUNDING THIS SWIMMING POOL CONSTRUCTION WILL PROVIDE ADEQUATE SUPPORT NEEDED FOR THE POOL FOUNDATION. 3. SWIMMING POOL TO HAVE PNEUMATICALLY PLACED CONCRETE FLOOR, WALL AND BOND BEAM. CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 2,800 P.S.I. 4. ALL REINFORCED STEEL TO BE INTERIM GRADE DEFORMED BARS OF NEW BILLET STEEL: CONFORMING TO ASTM A-615. STEEL TO BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECS. 5. IN AREA OF SKIMMER, 243 BARS IN BOND BEAM MAY BE PLACED EITHER BELOW OR BEHIND SKIMMER. 6. ALL PIPING SHALL BE N.S.F. APPROVED AND SHALL BE SCHEDULE 40 PVC. 7. MAIN DRAIN TO HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. 8. WATER SUPPLY AND DISPOSAL TO BE ARRANGED SO THAT THERE IS NO CROSS -CONNECTION WITH A DOMESTIC WATER SUPPLY. 9.• IF REQUIRED, UNSCREENED POOLS SHALL HAVE A MINIMUM 4 FT. FENCE WITH SELF-CLOSING AND LATCHING GATE. 10. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND THE DECK REINFORCING SHALL BE BONDED - TO THE POOL REINFORCING STEEL WITH A NO. 8 AWG COPPER WIRE. THE POOL REINFORCING STEEL SHALL BE - BONDED TO THE POOL LIGHT NICHE WITH NO. 8 AWG COPPER WIRE. TWO NO. 8 AWG COPPER GROUND WIRES SHALL BE RUN WITH N.E.C. APPROVED CONDUIT, ONE INTERNALLY, FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF THE POOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. 11. POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR ROCK WITH A BEARING CAPACITY 2,000 P.S.F. 12. FBC-RESIDENTIAL 2010 CHAPTER 41 SECTION R4101.6.1 CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3, ANSI/NSPI 4, ANSI/NSPI 5, ANSI/NSPI 6 AND ANSI/NSPI 7. SALT GENERATOR 2 SPD PUMP 1.5 HP, 230V, GFCI PROCT. 60 W LED POOL LIGHT POOL ELECTRICAL DIAGRAM ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. ARTICLE #680 Fernando Morales, P.E. 5201 S.W. 182 Place Miami, Florida 33185 786as0-sem License #51441 EQUIPOTENTIAL BONDING GRID: PER F.B.C. AMENDMENTS SECTION 104.23 ALTERNATIVE MATERIALS AND METHODS FOR SWIMMING POOL AND SPAS WITH THE INSTALLATION OF 15 -VOLT OR LESS SWIMMING POOL LIGHTS OR NO LIGHT, PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID (SINGLE WIRE). PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) INCLUDES UNPAVED SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVING. BONDING FOR PERIMETER SURFACES SHALL BE INSTALLED AS FOLLOWS: 1. ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID (SINGLE WIRE) AND 2. BURIED TO A MINIMUM DEPTH OF (4) FOUR INCHES TO (6) SIX INCHES BELOW GRADE AND 3. MINIMUM OF (4) FOUR POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL (EXCEPT FOR NONCONDUCTIVE POOL SHELLS, BONDING AT FOUR POINTS SHALL NOT BE RQUIRED) AND 4. CONNECTED TO AN EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) WITHE A SOLID COPPER BARE CONDUCTOR NOT SMALLER THAN 98 AWG AND %1111111/11+11 ` � 5. CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE PNDO A. Mo o® ii, 'tea CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE 10 9 AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY AND aCENS�' o"•��`J, THE EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) SHALL EXTEND UNDER PAVED ��9�". WALKING SURFACES FOR MINIMUM 18 AND MAXIMUM 24 HORIZONTALLY BEYOND THE ? e441 aNSIDE WALLS OF THE POOL AS ALLOWED UNDER EXISTING CONDITIONS. o G �.�• s SHEET 4: CONSTRUCTION NOTES & ELECTRIC _ S ATE O • �-. ,F '4'S- �� .IAtl AnAA1 0C*0Ir1C*A1nE* Fernando Morales, P.E. 5201 S.W. 182 Place Miami, Florida 33185 786as0-sem License #51441 z 0 ' 5' TALL CBS WALL TYPICAL PROPERTY LINE OE / POOL SEPTIC TANK EQUIP. / N & PAD 48" CHILD FENCE M 200 A PANEL / (98' PERIMETER) LOCATED MIN. / 20" FROM WATER'S EDGE WMERMANENT ANCHORED POST / PER F.B.C. SECTION 424.2.17.1.2 / TWO STORY / RESIDENCE Existing DRIVEWAY Fountain 17'-10" POOL / / 22'-7" v O DECK /��' LEGAL DESCRIPTION: m PAVERS EXISTING /1�' LOTS 9 & 10, BLOCK 99 OF THE AMENDED X PAVERS Q' PLAT OF MIAMI SHORES SECTION NO. 4, ' OQ ACCORDING TO THE PLAT THEROF AS •9� / Q� RECORDED IN PLAT BOOK 15, PAGE 14 OF - m •9 THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA 5' TALL CBS WALL TYPICAL �P P <0 5' TALL / v CBS WALL `,`Illllltlttlrrr��, r _ o 41 rF orIc _ 4 /ONAL f— TYPICAL / I / PROPF_RTI�CI ISE Fernando Morales, P.E. MIAMI SHORES 51 S.W. 162 Place r Mami,, Florida 33185 LEGAL: LOTS 9 & 10, BLOCK 99 786 -MO -9739 AMENDED PLAT OF MIAMI SHORES JOB NO. 35040 License #51441 SECTION NO. 4 v t APPROVED• MIAMI-DAD1E COUNTY HEALTH DEPARTMENT PERMIT't eb DATE: A, a IP' CERTIFICATE OF LIABILITY INSURANCE DATE(MRwDamYY) I DAW13 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 policAles) must be endorsed. If SUBROGATION IS WANED, 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 endorsemengsj PRODUCER Statewide Insurance Consultants 11354 Qua Roost Drive Miami, FL 33157 Phone (305)233-6638 Fax (305) 233-9969 CONTACT Arnado Lezoano Jr. PHONE , (305) 233 -WW No (305) 233-9968 -MAIL stateml(abellsouth.net INSURER AFFORDING COVERAGE NAICS INSURER A: Atlantic Castiafly INSURED FOREVER POOLS, LLC 2655 LEJUNE ROAD SUITE 905 CORAL GABLES, FL 33134 (305) 448-1517 INSURER B INSURER C: INSURER 0, INSURER E: INSURER F: WVCKAGES 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 INSURANCE ADD UB POLICY NUMBER POLICY EFF MIDDJYYYY 07/23/2013 POLICY EXP M[VI/D LIMITS +4 GENERAL LIABILITY ® COMMERCIAL GENERAL UABO ITYDAMAGE ❑ ❑ CL.AIMS•MADE ® OCCUR El, ❑ GEN% AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRa ❑LOC ,.• L144000242-4 #•;„{ EXTE • , f .:,1. r 07/23/2014 EACH OCCURRENCE $ 1,000,000.00 TO RENTED 500,000 00 PREMISES Eacowrrence $ MED ECP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE s 2,000,000.00 PRODUCTS-COMPIOPAGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AALL UTO0ISMNF.D SUTOS SULED ❑ AUTO El HIRED AUTOS El AUTOS WNED CO aBdd� SINGLE LIMIT BODILY INJURY For person) $ BODILY INJURY (Per accident $ P Oa��`f AMAGE $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS LIAR ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y t H ANY PROPRIETORIPARTNERIOCECUTIVE OFFICERiMEMSER EXCLUDED?N (Mandatory in NH) F-1 It yes, de= be under DESCRIPTION OF OPERATIONS below I A ❑ WCSTATU- E]OTH- TORYMir$ E.L. EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYE S E.L. DISEASE - POLICY LIMIT s DESCRIPTION OF OPERATIONS i LOCATIONS/ VE41CLES (Attach ACORD 1011, Additional Remarks Schedule, it more space Is required) POOL REMODELING AND CONSTRUCTION CERTIFICATE HOLDER CANCELLATION t----&J"7S 8- 10 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) QF The AC D name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE Au7HOR¢EDDREPRESENT MIAMI SHORES, FL 33136 t----&J"7S 8- 10 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) QF The AC D name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DAT/ 1r) CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 066/10/10/22013013 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 ALTERTHE COVERAGE AFFORDED BYTHE 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 policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 Ariskco, Inc. 90161 Philips Hwy. AIC No : Jacksonville, FL'32256 q1PNIR URER(S) AFFORDING COVERAGE NAIC # o Harbor Insurance Com any, Inc. 13012 INSURED URER B: Matrix Employer Services 9016 Philips Hwy INSURER C : Jacksonville, FL 32256 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:ETLXD7MG 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 MAYBE 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. 1�7R TYPE OF INSURANCE DSL AINR UBR WVD POLICY NUMBER MMOI/uDD EFFMOM/DD M LIMITS GENERAL LIABILITY EACH OCCURRENCE $ MERCIAL GENERAL LIABILITY GET R NTurrED PREMISES Ea occence $ MED EXP (Any one person) $ HCOM CLAIMS -MADE F1 OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG . $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS H UO)Per I y BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE accident $ $ UMBRELLA LIAB L] OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I NIA NHFL130285 01/01/2013 01/01/2014 X WCSTATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory In NH) If yeS, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Coverage is extended only to the insured's employees who are leased to the client company employer: Forever Pools, LLC 0202113 DISCLAIMER: Coverage is not extended to any employee of the client company employer who is not leased from the insured or to any leased employee for which the client company employer is not reporting payroll hours to the Insured. This certificate remains in effect provided the client company employer's account is in good standing with the insured. Please contact the insured at 866-453-2722 for verification of employees leased to the client company employer by the insured.. Current # of leased employees is 2 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 1-305-756-8972 -- ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE rE THEREOF, NOTICE WILL BE DELIVERED IN THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE z 4A-11, Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD I Miami Shores village Is Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PerrnitNP geP13,151J4, 64 Structural Critique Sheet Page 1 of 1 N e C.- -1AA C VIUKC- UIE�-3 � Irtt c 19L -A6 tj S irJ 4 e>f-- Ar). STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf