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BPP-10-1077Scheduled Inspection Date: November 18, 2010 Inspector: Rodriguez, Jorge Owner: CORBO, RAUL & MADELINE Job Address: 1098 NE 98 Street Miami Shores, FL 33138 -2506 Project: <NONE> Building Department Comments November 17, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153499 Permit Number: BPP -6 -10 -1077 Contractor: GRAY DOLPHIN POOLS AD CONSTRUCTION INC. NEW POOL AND PAVER DECK Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050180350 Phone: 305 - 207 -0606 Page 24 of 25 NEW POOL AND PAVER DECK P ,► (( ( Passed /A Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number. INSP - 153181 Permit Number: BPP -6 -10 -1077 Inspection Date: November 09, 2010 Inspector: Dacquisto, David Owner: CORBO, RAUL & MADELINE Job Address: 1098 NE 98 Street Project: <NONE> Miami Shores, FL 33138 -2506 Contractor: GRAY DOLPHIN POOLS AD CONSTRUCTION INC. Building Department Comments November 09, 2010 For Inspections please call: (305)762 -4949 Permit Type: Pools/Whirlpools /Hot Tubs Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050180350 Phone: 305 - 207 -0606 Page 1 of 1 D'AVILA & ASSOC. SERVICES, INC. 1800 W. 49th ST. SUITE 200 HIALEAH , FL.33012 PHONE:(305) 512 -3710 L8 #7538 BOUNDARY SURVEY PAGE 1 OF 2 NOT VALID WITHOUT PAGE 2 OF 2 4 JOB No. 10- 1013883 Drawn 6y: e S' D Z Q = LOT 13 I Q N UJ Z LOT 14 LOT 15 NE 98TH STREET LOT 16 15' ALLEY LOT 17 /LOT 18/ JOB No. 10- 1013883 CLIENT: RAUL CORBO &W MADELINE C PROPERTY ADDRESS 1098 NE 98TH STREET, MIAMI SHORES FL 33138 LEGAL DESCRIPTION: (FURNISHED BY CLIENT) LOT 18, BLOCK 180 SUBDIVISION REVISED PLAT OF MIAMI SHORES SECTION 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SUBJECT TO ALL RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHT -OF -WAY OF RECORD, UNDERGROUND ENCROACHMENTS IF ANY, NOT LOCATED. LEGAL NOTES THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CLIENT NO SEARCH OR PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACYNGVD DATUM 1929 OR OMISSIONS. SUBJECT TO OPINION TITLE. I HEREBY CERTIFY: THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED PLATTED UNDER MY DIRECTION; ALSO THAT THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN, AND THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET BY THE FLORIDA BOARD OF LAND SURVEYORS AS SET FORTH IN 472.027 (F.S) AND CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE. ELEVATIONS REFER TO: B.M. USED 8 -62 ELEVATIONS 8.62' FEET B.M. LOCATED NE 96 ST ELEVATION A4FOf MTION BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 0 f 0 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE NE 10 AVE AE BASE FLOOD ELEVATION 8 COMMUNITY 120652 PANEL NUMBER 0306 SUFFIX ___L___ SU THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. CaTeep TOI RAUL CORBO &W MADELINE C SNOLLV1fU311 ONV Wing AIM= ONV 3LV.LS '11Rl3a33 TIV HUM 33NIOUVOXI 0.1.1O3f uns 8511 IIU► 6 wo4S iwe,w (Lu1-Q1 AT PAGE _69 EFR EZ 1 CERTIFICATE No.L.S. -2300 STATE OF FLORIDA LOT 19 NOT VALID WITHOUT THE SIGNATURE. DATE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER.° D'AVILA & ASSOC. SERVICES, INC. Land Surveyors and Engineers c ERTFICATE No. Lai m. , P i, TE OF FLORIDA 0 W. 4981a S1(D I ''FL ° 330x° oaf � „ D'AVILA & ASSOC. SERVICES, INC. PAGE 2 OF 2 1800 W. 49th ST. SUITE 201 NOT VAUD WITHOUT PAGE 1 OF 2 HIALEAH , FL.33012 10 - 1013883 PHONE:LBB#75382 -3710 BOUNDARY SURVEY JOB No. Drawn by: S' SCALE• 1" = 20' NOV 0 X9'1010 v ,,,,. , ° eaaaa ae a eaae :C. • R� 7� s :... ................................. ............................... ......... ....... .. ..... ................................ ............................... .V.. ........ ..... NE 98 STREET : 21.5 ASPH:: P VMT. . ........ .... ... ................. ............................... .......... ......... ..................•'••• *. ...... • 75.0 TOTAL R/W BY PLAT n in 400 �•` – 25.0' .GONG... •;'' : "•.' :. • +:.... • 7.5' S.0' in n • . 26.5' PARKWAY Pr) 75.00' (R� p ``gyp 0 --- 4 BLOCK CORNER W D W - --•CL Q I ~ X 6.85' „1£.£9.69 •' 11.3• •'' ' ii „CONC.', • . . • :. ' ' .: ' . +:.. • :... • 2 STEPS 1' EAC 28:4' • • :R st N „6Z,90006 Rb /rn 1F.I.P 10.1' PL . 15.00' ti 9.g o.3'CL PL ;c 1 2 x I x 10.2' °f tV < 0 . LOT 19 to BLOCK 180 to i r x N-- 4' 9. . .1 y 1.3� . 13.55' " 40 F ,. N N GARAGE • i 1 V"' 2 W od I z � , LOT 17 �? I BLOCK 180 N 9.7'= I X x x c c 6 ,9'4Z '"” x— x— x — - x - 17.10' ` ` PL M 9.50' Lti MO ELEV. 8.89 17.10' • ONE STORY m RES # 1098 co LOT 18 BLOCK 180 F.F. ELEV. 11.68 16.10' o 13.85' o 4' CLF 6' W.F x 3.0 o c , i 25.15 L C � v.. POOL �. 5.5 PUMP 22.5' .9'61 in . N • ♦ • • • • • 2.9 • : • , • • ,9'0i, .5'61 • • • ♦ ♦ cc! POOL 23.70' ON R • • .' • TA " • •.TILE . ••' d ♦ a. a . In o � CLF 0.4'CL, 0.4'CL x x 29.5' 4' CLF FN. FN. x x x - . --tM1— CI U. I. 09 1O ' 9 0 ASPHT. PVMT. ^ o ALLEY ' . ••••••••••••••••••••••• .... �:::..s,b. . 44 . 44 r.e1.14.r. - =.rte 4.._.,.......,_.,„.. r.... a, 4411. �'Y?1,ai� 11Vi tin D lefrIk , ',321i 1. 4t.?a'I,.�' II )r Ca. .?:('1 1 Y " -J,"4� LLI I ' '' T i - I& . LEGEND AND A ppRw A11ON8 �� ;. t T= enure 0. & Y E. = ..y.` DRAINAGE & LC = MEM FENCE ^� C. & G. . CURB & CUTTER P.L IF �._ I. �"° = ELEVATION S.I.R. . SET IRON ROD P.R.0 P POINT OF r ORWY. = DRIVEWAY P.O.C. = POINT OF COMMEN— CEMENT P.C. U.P. = UTIUY POLE F.N. . FOUND NAIL F.N D r,: I ' B.O.B. . BASIS OF BEARINGS P.T. . POINT OF TANGENCY P.C.C. "lrOii'N "t1 WC = AIR CONDITIONING PAD E.N.C. • ENCROACHMENT it .411,i _, A //— ® URVE WC = CENTRAL ANGLE = WOOD FENCE (6' HIGH) �0 L4 HIGH) =C.B S WALL =BLOCK CORNER I .a. A = ARC DISTANCE F.H. = FIRE HYDRANT N C V 0 Y = _ BLDG. • BUILDING F.I.P. . FOUND IRON PIPE 0.E. . �o ` � C.B. = CATCH BASUI F.I.R. . FOUND REBAR P.B. ; _...eux--BOOK- TICAL OA RAD Jtl'� RES. = RE i N 4 .,„. ...,,,1/1 I HT� WAY C.B.S. • CONCRETE BLOCK STRUCTURE I.F.E. • LOWEST FLOOR ELEVATION P.C.P. ` ''?' NT CONTROL�p POINT SEC SECTION CH. . CHORD DISTANCE I.P. = UGHT POLE P.C. 0. -A6E e 42 T —�N_-g CL. = CLEAR (M) = MEASURED P.O.B. = POINT OF BEGINNING STY . STORY G. • CENTER LINE (R) - RECORD PA • PROPERTY LINE SWK = SIDEWALK CONC. • CONCRETE (R & M) . RECORD & MEASURED N.T.S. . NOT TO SCALE UE. • MAY EASEMENT • l 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.6 WI CO ® ( PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING � n 3 � gI � _ 0 V � OWNER: Name (Fee Simple Titleholder): in 14d C 0 PL C keno#? 1 Address: lo R r /1d' g 4 ) 91-n e r City: PI Glerni g `S 11 n e> State: ) L Zip: 3 3 13� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / /i E 9 SS shleer City: Miami Shores County: Miami Dade Zip: 3 b3$ Folio/Parcel #: \ 0 Is the Building Historically Designated: Yes NO� Flood Zone: CONTRACTOR: Company Name: GIVIV ' 06 POLLS t C,43/1/4 Phone#3' 27 -060 Address: t.6 22-S 51,° 117 Aix City: ! kwvllf tr State: Zip: 331 77 Qualifier Name: S Wi)12 Phone#: 3 Zay -66 06 State Certification or Registration #: C j C L' ''1 S S) 7 Certificate of Competency #: Contact Phone#: DIJ itt - - .33 2 - 0 Email Address: (call( Do L t f rA) Poo \S ej So OW Ner Phone #: 3 - '`az- ® ✓ poeL a2. Value of Work for this Permit: $ t; "' Zd, 0 O cZ Square/Linear Footage of Work: 2g g Z7 DESIGNER Architect/Engineer: Miami Shores Village Building Department Ls� Type of Work: Address ❑Alteration tANew ❑Repair/Replace ❑Demolition Description of Work: N&.) )D L d pAiJ e c�G COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * **x ** F ees * * * * * * * * * ** * ** *** * * * * * * * * * * * * * * * * * * * * * ***** Submittal Fee $ Permit Fee $ (9 CCF $ ) 2:00 CO /CC $ 1ZO Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ 400 Technology Fee $ 11/4).00 Double Fee $ Structural Review $ 6 d. o 0 JUN i4 20 10 TOTAL FEE NOW DUE $ 16 • CO PERMIT # t r 1 L CONTRACTOR: 1 SUBMITTAL DATE: aiNE. 1 4 NCO ADDRESS: toDIF ^ 9 NAME: RESUBMITAL DATES: PROJECT TYPE 5l S/ (d ZONING 69Ao STRUCTURAL PLUMBING MECHANICAL ELECTRICAL7J Xe(- B® nff4— fo FIRE IMPACT FEES HRS /DERM NOC BLD &20.1-/3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 hi, commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin 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 a I applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 01' 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 mu r promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the perso whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sir for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice. th inspection 'll not be approves reinspection fee will be charged. Signature Signs Owner or Agent The foregoing instrument was acknowledged before me this I day of3yy\� , 20 VO , by 1'l 0142 /Pm e (o ri. , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ��..��.,,, RICHARD P. SUMMER `"Y P � e ��- Notar y Public - State of Florida :rA�w`►b ' Commission # 00 837998 PT :-4' Bonded Through Nadona 0 —vier ¢ ontractor ■ The foregoing instrument was acknowledged before me this 1 6 day of _SAM , 20 IO , by 3 ()se ul J who is perso 4 nally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm ANL 4 ��,.�Y p,,,, RICHARD P. SUMMER f 4 V6 �1 AP. +`�° Notary Public - State of Florida 4\' . = My Comm. Expires Nov 12, 2012 � Qr Commission # DD 837998 on� �'' ° "` 5: "' s . Bonded Through National Notary Assn. �_- * ** * * * * ** * * * * * * * * * * * * * * * * **** *********************************************** * * * * * * * **** * ** * * * * * * *** * * * ** * ** 6022.16 Plans Examiner � � K k ° APPROVED BY )11. 2 ,1/25-bo Structural Review (Revised 07 /10 /07)(Revised 06 /102009)(Revised 3/15/09)(rev6/4/10) Zoning Clerk FROM :GRAYDOLPHIN ACORD, CERTIFICATE OF LIABILITY INSURANCE PRODUCER BUTLER, BUCKLEY, DEETS INC. 6161. BLUE LAGOON DR., STE 420 MIAMI FL 33126 Phone:305 -262 -0086 INSURED CoVERAGIES THE POLICIES OF INSURANCE LISTED BELOW HAV BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PCRIOO ANY REOUIREMFNT, TERM OR CONDITION OF ANY NTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS Cann MAY PERTAIN, THE INSURANCE AFFORDED BY T POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIO POUCIES. AGGRFY;ATE LIMITS SHOWN MAY HAVE BEEN REDUCED IW PAID CLAIMS. NCR AD_DII LTR /NSRO TYPE OF INSURANCE F POLICY NUMBER D TE &DD P DA7E CT L plyj GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY NN011360 06/03/10 06/0 /11 CLAIMS MADE 1 ° 1 OCCUR Gray D011;4:0.12 Pools & Construata,on Inc 4 J & M Pools 1¢225 SW 117 Ave #D14 Miami FL 33177 ACORD 25 (2001/08) GENL AGGREGATE LIMIT APPLIES PER: X POLICY I I J El LOC AUTOMOBILE LABILITY X x X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESSONTBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPMETOR/PARTNFR/EXECUTNE OFFICER/MEMBER EXCLUDED? It yes, dc.cribn SPECIAL PROVISIONS below OTHER CERTIFICATE HOLDER 01A000027202 MIAMI SHORES VI 7,yp,GE 10050 N E 2 AVE. MIAMI SHORES VILLAG3 FL 33138 FAX NO. :3052341822 MIASHVI OP ID DG DATE (MMIDDNYYY) GRAYD -1 06/04/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOw. INSURERS AFFORDING COVERAGE INSURER A: NAUTILTLS INSIIR2 NCE COMPANY INSURERB: National Group Ins Co INSURER C: INSURER D: INSUI IeR E: 06/02/10 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEMICLES 1 EXCLUSIONS ADDED By ammRsE E.NT/ SPECAL PROVISIONS *TEN (10) DAYS NOTICE OF CANCELLATION FOR NON - PAYMENT OF PREMI cANCELLAnON SHOULD ANY OP THE ABOVE DATE THEREOF. THE ISEUINO ROME TO THE CERTIRCATE IMPOSE NO OBUGATION OR REPRESENTATIVES. 06/02/11 NDICATFD. NOTWITHSTANDING KATE MAY BE ISSUED OR I S AND COMMONS OF SUCH Jun. 14 2010 01:25PM P 1 EACH OCCURRENCE 71 MAGE V KCN tU PREMISES (Ea acawenca) MED EXP (My Otte pcccn) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMPIOP AGG (CA accident) ED S1NGLe LIMIT BODILY INJURY (Par person) BODILY INJURY (Pc acdaent) PROPERTY DAMAGE met ar ddent) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY EACH OCCURRENCE AGGREGATE LGITTS AGG ITORYUMflS I I E.L, EACH ACCIDENT EL DISEASE - EA EMPLOYEE F.I -. DISEASE - POLICY LIMIT NAIC # 12216 $1,000,000 $50,000 $5,000 $1,000,000 $2,000,000 $2,000,000 s300,000 ESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN OLDER NAMED TO THE LEFT. EUT FAILURE TO DO SO SHALL LITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ® ACORD CORPORATION 1985 APPLICATION FOR: [ ] New System [ ] Repair APPLICANT: Raul Curbo AGENT: Rick Summer MAILING ADDRESS: 16225 SW 117 Ave Miami, FL 33177 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S REPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM /DD /YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. LOT: 18 SUBDIVISION: Miami Shores PROPERTY ID #: 11- 3205 - 018 -0350 PROPERTY SIZE: 0.20 DIRECTIONS TO PROPERTY: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT [R] Existing System [ ] Abandonment IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y /) N PROPERTY ADDRESS: 1098 NE 98 St Miami, FL 33138 [ ] Holding Tank [ ] Temporary BLOCK: 180 PLATTED: 01/01/1949 ZONING: ACRES WATER SUPPLY: [ ]PRIVATE 95 to Nw 81 St East to A 1 A N to Nw 96 St West to 12 Ave N to 98 St BUILDING INFORMATION: Type of No. of Establishment Bedrooms [ ] Floor /Equipment Drains SIGNATURE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E- 6.001, FAC v 1.0.0 [X] RESIDENTIAL [ ] COMMERCIAL [ ] Other (Specify) 2 Building Area Ft 1883 AP968561 2101147515 APP DOC #AP968561 PERMIT #: 13-SC- 1147515 DATE PAID 06/10/2010 FEE PAID 70.00 RECEIPT #1 3-P I D- 127453 [ ] Innovative [ ] TELEPHONE: 1(305)322-4155 I/M OR EQUIVALENT: [ Y DISTANCE TO SEWER: [R] < =2000GPD [ ] >2000GPD # Persqns Total Design Flow Served For This Unit 4 DATE: 06/10/2010 Page 1 of 4 FT 300 Additional Notes and Comments: County Notes Fields: County Process #: County Permit #: Storage Box #: Zone: Permit Type: County Status: General Comments: This perm' Pedro Ospina Engineer II STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM anted for the addition o ol only. Does not have any impact on the existing OSTDS. v 1.0.0 PERMIT a DATE: AP968561 E1D1147515 APP DOC #: PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: AP968561 13 -SC- 1147515 06/10/2010 70.00 13- PID- 1274534 CONTRACTOR'S NA LEASE PRINT) Wit Pe4BLIC RICHARD P. SUMMER ,� Notary Public - State of Florida A • • e My Comm. Expires Nov 12, 2012 Commission # OD 837998 • `taf * Bonded Through National Notary Assn. Miami Shores Village Building Department 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 tog N q $ S`�rte�1 Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346 -91. (Submit Manufacturer's Specifications). A continuous, one -piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non - dwelling walls and fences (screen enclosure, 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). )A 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 degr : shable as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by a ow ;��j t and the prime contra 1 CO OWNER'S NAME (PLEASE PRINT) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 LQ))4) - - - - ANL - . �1�0,, �,, �rICHARO P. SUMMER ,- `i , Notary Public - State of Florida _ ! .1 My Comm. Expires Nov 12, 2012 cc Commission # 00 837998 ,° , Bonded Through National Notary Assn. M iami Shores Village Building Department SWIMMING POOL OWNER'S CERTIFICATION Date Miami Shores Village Building & Zoning Department Attention: Building Official 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 certify that I am the legal owner of the property described as COn , v , located at 10 9 s' IU e 98 shrof Y ou Alpfk es r 33 13$ In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to f al inspection and use of the pool. Legal Owner • h ! . Note: This certification is to be submitted with a swimming pool permit application in duplicate. RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned ill r ll 0 -L t islare the fee simple owner(s) of the following descried property situated and being in Miami Shores Village, Florida: Address: lb 9 LIE 9 3 Sizk4 to Ga s / fide Whereas, the undersigned owner(s) YvA *e(,°n. CO 60 desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our /my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, Uwe, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said 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 th - - rsigned, his/her successors and assigns and may only be released by Miami Shores Village, or its succes` accord = ce of said Village then in effect 0 ER SI ,Y & PRINT (Revised 05/2209 M iami Shores Village Building Department OWNER SING & PRINT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I Hereby Certify that on this day personally appeared before me N ikke (mot R 4 c) and has produced ID 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 VI day of .T L. , 20 10 NOTARY PUBLIC STATE OF FLORIDA 4 es'strkk, RICHARD P. SUMMER ,t.° .1 ` �: Notary Public - State of Florida !� My Comm. Expires Nov 12, 2012 , Commission # DD 837998 t '' °h o t•`' Sonded Through National Notary Assn. 0 B4. Map/Panel Number B5. Suffix . B8. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective/Revised Date Zone(s) AO, use base flood depth) 09 -11-09 09 -11-09 AE 8.00 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name RAUL CORBO &W MADEUNE C 10- 01-C -A City MIAMI SHORES State FL ZIP Code 33138 Important Read the instructions on pages 1 -9. SECTION A PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1098 NE 98 STREET A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 18 BU( 180 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL., A5. Latitude/Longitude: Lat. N25°51'56" Long. W80°10'32" Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1836' sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 16 c) Total net area of flood openings in A8.b 2046' sq in d) Engineered flood openings? ❑ Yes >• No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION A9. For a building with an attached garage: a) Square footage of attached garage 200' sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 1 c) Total net area of flood openings in A9.b 98' sq in d) Engineered flood openings? ❑ Yes e No 61. NFIP Community Name & Community Number CITY OF MIAMI SHORES 120652 B2. County Name MIAMI DADE B3. State FL BI0. Indic ate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Reso'rces System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date WA ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►'_ Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1.A30, AE, AH, A (with BFE), VE, V9 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized DCVerti al Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) g) h) Title P.L.S. Address Signet SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Top of bottom floor (including basement, crawispace, or enclosure floor) 9.05 Top of the next higher floor 11.37 Bottom of the lowest horizontal structural member (V Zones only) N/A Attached garage (top of slab) 8.57 Lowest elevation of machinery or equipment servicing the building 9.00 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 8.54 Highest adjacent (finished) grade next to building (HAG) 8.70 Lowest adjacent grade at lowest elevation of deck or stairs, including N/A structural support Certifier's Name EFRAIN C. LOPEZ FEMA Form 81 -31, Mar 09 Check the measurement used. feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) 0 feet r meters (Puerta Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section r 01. Check here if comments are provided on back of form. Were latitude and longitude in Section A p licensed land surveyor? ® Yes License Number 2300 & LB 7538 pany Name D'AVILA & ASSOCIATES SERVICES, INC. See reverse side for continuation. State FL ZIP Code 33012 01 -12 -10 Telephone 305 -512 -3710 m rile Nivt •A4umf t OMB No. 1660 -0008 Expires March 31, 2012 Replaces all previous editions B4. Map/Panel Number B5. Suffix 136. FIRM Index B7. FIRM Panel . Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 , L Date Effective/Revised Date ones) AO, use base flood depth) 09 -11-09 09-11-09 AE 8.00 U.S. DEPARTMENT OF HOMELAND SECUqITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name RAUL CORBC &W MADEUNE C 10- 01-C -A A2. Building Street Address (including Apt.,IUnit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1098 NE 98 STREET City MIAMI SHORES State FL ZIIF Code 33138 A3. Property Description (Lot and Block Nu(nbars, Tax Parcel Number, Legal Description, etc.) REV PL MIAMI SHORES SEC 8 PB 43-69 OT 18 BLK 180 A4. Building Use (e.g., Residential, Non -R idential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25°51'58" L ng. W80°10'32" A6. Attach at least 2 photographs of the bu !ding if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or en ure(s): a) Square footage of crawispace or e sure(s) 1836' sq It b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above jacent grade 16 2046' sq in c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes Ej No ELEVATION CERTIFICATE Important Read the instructions on pages 1 -19. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION an attached garage: ge of attached garage 200' sq It anent flood openings in the attached garage above adjacent grade 1 c) Total net area of flood openings in A9.b 98' sq in A9. For a building a) Square fo b) No. of pe within 1.0 d) Engineered flood openings? ❑ Yes ® No B1. NFIP Community Name & Community CITY OF MIAMI SHORES umber 120652 B2. County Name MIAMI DADE B3. State FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building bated in a Coastal Barrier Resdlirces System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date WA ❑ CBRS ❑ OPA a) b) c) d) e) f) 9) h) Certifier's Name EFRAIN C. LOPEZ Title P.L.S. Add ress City A s ib"° Sie SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: j ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A BFE), VE, V7 V30, V (with BFE), AR, AR/A, ARIAS, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE Benchmark Utilized DCVertical Datum INGVD 1929 Conversion/Comments N/A Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.05 Top of the next higher floor 11.37 Bottom of the lowest horizontal stnectural member (V Zones only) N!A Attached garage (top of slab) 8.57 Lowest elevation of machinery or equipment servicing the building 9.00 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest ati)acent grade ad breast elevation of deck or stabs, including structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 8.54 8.70 N/A feet feet ® feet ® feet ® feet feet feet feet pany Name D'AVILA & ASSOCIATES SERVICES, INC. FEMA Form 81 -31, Mar 09 See reverse side for continuation. Horiz ntal Datum: ❑ NAD 1927 NAD 1983 Check tyre measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ Meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ rjieters (Puerto Rico only) ❑ Meters (Puerto Rico only) ❑ meters (Puerto Rico only) The certification is to be signed and sealed by a land engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available ! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Se 001 ® Check here if comments are provided on back of form. Were latitude and longitude in Section A licensed land surveyor? is Yes Ucense Number 2300 & IB 7538 State FL ZIP ( ode 33012 01 -12 -10 Telephone 305 - 512 -371P OMB No. 1660 -0008 Expires March 31, 2012 ! do npany Use:. atiVoi • �3 '* No Replaces all previous editions NOTICE OF COMMENCEMENT 011111111111111111 111111111111111111111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST. INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FL THE UNDERSIGNED hereby gives notice that improvements will be made to bilitafti property, and in accordance with Chapter 713, Florida Statutes, the following fr ion th is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: WITNESS my h HARVEY RUVI BY : Spam b' /O 9 l' iv59S md14YN0 c14v4e s 33 lea pool 3. Owner(s) name and address: v` / /E. I3 e( e C o ri e v Interest in property: ?O 9' t Ai , q Q 5� e r Name and address of fee simple titleholder c1r/mu- 514 G -2 e-c >� 1 0 9 - 3.13&' 4. Contractor's name, address and phone number 6-,7 h'y' ,)O C f/ Cyi floo 1G.ry f "i 162. 1` :. r Fag 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to .receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the exphatlon date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE•NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. J# u ,rJ lg v Signature(s) o • w • er(s)' Authorized Officer/Director/Partner/Manager Prepared By «4i z t Prepared By Print Name a_ �� h► �. Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Wt il\ QA ,v. ec) rt 2 ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that facts stated in It are true, to the best of my knowledge and belief. Sign By 123.01 -52 PAGE 3 3/10 2 - 3 day of Z Owner(s)'s Authotized Officer /Director/Partner/Manager who signed abo By GFN 2010R0426226 OR Bk 27331 Ps 08061 (fps) RECORDED 06/24/2010 11:24:09 HARVEY RUM, CLERIC OF COURT MIAMI -DADS COUNTY. FLORIDA LAST PAGE RICA, COUNTY OF OAbI IFY that this ii2t opy of the day or /fie A D 2(1 lc7 Seal. Ciro end Courts 1041 ;7 reserved for use of recording office 12Et k. S : >-vr tee, 16226 S 3317) • 0 o Notary Public • State of Rorida my Gomm. Expires Nov 12, 2012 Commission # 00 837998 Bonded Through National Notary Assn. 9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 146139 Permit Number: PL -6 -10 -1087 Scheduled Inspection Date: October 29, 2010 Permit Type: Plumbing - Residential Inspection Type: Final Owner: CORBO, RAUL & MADELINE Work Classification: Pool - Private Job Address: 1098 NE 98 Street Miami Shores, FL 33138 -2506 Inspector: Hernandez, Rafael Project <NONE> Contractor: GRAY DOLPHIN POOLS AD CONSTRUCTION INC. Building Department Comments October 28, 2010 For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1132050180350 Phone: 305 - 207 -0606 NEW PLUMBING FOR POOL CONSTRUCTION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 1 of 6 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): C t c d 2 3 Address: 1 0 Oj a- 9 cf S'+vl eel City: M 11V1-01 lei g k re r! e.1 State: 01- Zip: 3313 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 10 9 g n0 P 9' •' ✓ z n e F T City: Folio/Parcel #: Miami Shores County: I 1 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: 6-- wL Ptftva S �/ � � 117 Y v 1; l B — State: ( F :- / Qualifier Name: .S OS e_ RO 0 0. v e State Certification or Registration #: CP c ` vs Contact Phone #: hear 3 -2I 332C) Email Address: DESIGNER: Architect/Engineer: eL /-VPn,S Address: City: Value of Work for this Permit: $ Type of Work: ❑Address DAlteration Description of Work: i ll to) 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 Miami Dade ONe Permit No.9 Master Permit No. POO \ s t' 6'11 St. . Phone #: 3c)--C" Z 7- 0606 Certificate of Competency #: Cr it O)k-p14-70 deal s Gat 50 Olt - NeT Phone #: 3- Z3- 'az 03 r Footage if Work ORepair/Replace 1 � EGN�BN/g1�1 JUN 1 5 2010 ) BY:.. 3 _x) a YJ 1 zip: 3 tag Flood Zone: zip: 33 t 77 Phone #: 3 —2 a 7 -0666. TOTAL FEE NOW DUE $ 229. ODemolition * * * *** * * *********** ******************* F ees ******** **************u ********+x*****x *** *** Submittal Fee $ Permit Fee $ .22s-- CCF $ 0• Scanning Fee $ 1 5 CO Radon Fee $ DBPR $ Notary $ Training/Education Fee $ n' � ' Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 ha, 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 a 1 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 mu t promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the perso whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sir for the first i s ection which occurs seven (7) days after the building permit 's issued. In the absence of such posted notice. th inspection will s t be approved and einspection fee will be charged. Signature Owne or Agent The foregoing instrument was acknowledged before me this ) day of , 20 Da, Cc)rt who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C RICHARD P. SUMMER r Notary Public - State of Florida A= Commission # DD 837998 ''''Q'i''`'' Bonded Throng 'a to ********** * **** ** * * ** **** **+ ru, *****+ a+ a***+ x*x a+ s+ x*****************+ a+ x**************** ***** * *******:x *****:n: *** APPROVED BY (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Plans Examiner Structural Review Signature Sign: Print: My Co Contractor The foregoing instrument was acknowledged before me this L® day of 7. \ , 20 `b , by 3 ce P-o.t F b' 4 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �• ;Pa RICHARD P. SUMMER , r o dk %,-N Notary Public - State of Florida ia)a • gi Commission # DD 837998 ''''OFf''� ,N� Bonded Through a Iona Vp Zoning Clerk f r Inspection Number: INSP - 146137 Scheduled Inspection Date: October 26, 2010 Inspector: Devaney, Michael Owner: CORBO, RAUL & MADELINE Job Address: 1098 NE 98 Street Miami Shores, FL 33138 -2506 Project: <NONE> Contractor: Building Department Comments ELECTRICAL WORK FOR POOL CONSTRUCTION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 7 October 25, 2010 ELECTRICAL MASTERS INC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: EL -6 -10 -1086 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Pool - Private Phone Number Parcel Number 1132050180350 Phone: 305 - 265 -7996 Page 1 of 24 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): °LM t /t e. b Address: /O9 q A E L ,5t /z e r City: )146Y11/ S 14.0'4c c State: �( Tenant/Lessee Name: Email: JOB ADDRESS: j43 98 City: Miami Shores County: Miami Dade Folio/Parcel #: it 3 z .. (3 7 ct 0 3 5 () Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: Address: Contact Phone #: ?V 461 / DESIGNER: Architect/Engineer: /11' L dd Miami Shores Village Building Department 10050 N. .2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECT ON'S PHONE NUMBER: (305) 762.4949 e L State: City: " Qualifier Name: State Certification or Registration #: �e d/e Value of Work for this Permit: $ 0 Type of Work: ❑Address Description of Work: DAlteration tt 1720 f/ L e Iec``171 Permit No.Et 6O- 106s Master Permit No. l 1 Phone #: ''hone #: zip: 33 t 3 �s Zip: �3J 5v Phone #: ? ��- `� ere �3 �' / 3 .S 7 Certificate of Competency #: q 2 /' ,9 e o'3 Email Address: 3 S 6 Phone #: 3` F 20'k �— C5 <b ❑Repair/Replace 3-St 2 —o 9 ;31.&R ❑Demolition * * * * * * * ** Fees ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4' /z 'e.. - i� CCF $ C)-(P CO/CC $ DBPR $ Bond $ Submittal Fee $ 99 ° --� Permit Fee Scanning Fee $ l0 Radon Fee Notary $ Training/Education Fee $ • Technology Fee $ 0. Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (Y)4400 '1 • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha < commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the forfegoing information is accurate and that all work will be done in compliance with a 1 applicable laws regulating construction and zoning. "WARNING TO OWNER: COMMENCEMENT MAY l IMPROVEMENTS TO YOUR FINANCING, CONSULT WIT RECORDING YOUR NOTICE 0 Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mu promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the perso r whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sii • for the firs in : 'ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. th . inspection w not , approved ar • • einspection fee will be charged. Signature Sign: Print: My Commissio APPROVED BY (Revised 07 /10 /07XRevised 06/10 /2009XRevised 3/15/09) 0 er or Agent The foregoing instrument was acknowledged before me this 1 day of ke ,20 ,by 04 Q( .0Se, , who is personally known to or who has produced As identification and who did take an oath. NOTARY PUBLIC: • T y omm. mission # DD 837998 .�. RICHARD P. SUMMER 1P P VB �4 a =y f Notary Public - State of Florida 7111 lic '" t - As' s Bonded Through National Notary Assn. Structural Review Sign: Print: My Comm Zip Zip OUR FAILURE TO RECORD A NOTICE OF SULT IN YOUR PAYING TWICE FOR PROPERTY. IF YOU INTEND TO OBTAIN YOUR LENDER OR AN ATTORNEY BEFORE COMMENCEMENT." Signatu Contractor The foregoing instrument was acknowledged before me this 10 day of ire ,20_,by 05a A(�� who is personallv known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: iofi `i1`es: Bonded Through National Notary Assn. *********************** *** * ****** ** *** * ***** *****e:*** Plans Examiner Zoning Clerk UWf14 /2010 12 :4B 3052255633 ACS PRODUCER R & K Insurance SEMces 4101 SW 112th Court Miami. FL 33165 Fruit* (3O5)2234378 masum D Eleetdow Mester% its. B400 SW 14th St Warn), FL 33144 I (T66) 344 -1262 A GOVERAc s ANY PORGIES OF DICE LIS ED HAVE SEEN ISSUED TO THE A NY REQUI NL TERM OR CONDITION OFA1NY CONTRACT OR 0 MA PERTAIN. THE R LICIES RANGE AFFORDED BY THE PO POLICIES, AGGRE:OATE Liurre SHOWN I<fAY HAVE 81004 REDUCED rn'R 0 IFFURANCE �POUGY liR imird WIRRAL LIARHAY 2 commER0ALGENERAL LIABILITY 00 CLAMS/1ADE q oQJR D . OWL ATE LIMIT PER !n POLICY neRtatc 1 i WO / UToMq iLE IIABErrY • ❑ ANY AVCC ❑ ALL OWNW AUTOS 0 0 acNEDULED AUTOS o HIRED AVM ❑ NUN OWNED AUTOS 0 GARAGE uas . i E ❑ ANY AUTO ExC / UM EREU A UAB1UTY L.! OCCUR 0 C1Asis sr = ❑ DEDUO11BLE Rui w.noll S CE RI1FICATE HO1,0$R MIAMI SHORES VILLAGE (WILDING DEPARTMENT 10059 NE2 AVE MIAMI SHORES, FL 3338 AtC 2 5 (4009/01) QP Fax (3055)225.5 EWxDV-Z RSK INSURANCE 10313 P.001/091 F OA,77-EMIDDItYY) 06/14110 1- THIS CE RTIFICATE IS ISSUED As A MATT OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE GERT1RcATE kenno tERS .AFFHOLDER. MIS CERTWH DOES NOTAMEND, EXTEND OR J>�,' IE APE AFFORpED BY THE PgLic, BEL Ow .AFFORD COVERAGE NAIL # F A. wIESTERP1 WORLD INSURANCE 0913'1 13166 I Is: - uR C� CERTIFICATE OF LtABI IW INSURANCE I NSURER ck . 1046UNER POUCY ERieTivE 11310912006 Paii exPIRAVOR AUFICREEED REPR ENrAT1VE ROMAN JOA ED NAMED ABOVE FOR 7HE POLICY PERIOD 14DICATElk N flWrrHSTANDIN3 DOCuk rrr MTh RE5P!"O'rTO WHICH THIS CERTIFICATE NAY RE ISSitJEDOR D HEREIN IS SiJBJECTTOAU.Tt18 Tom, EJ(CLUSIONSAND COMMONS OF SUCH PAR) CLAM. EACH OCCURRENCE AGGREW TE wi RKENS CONPERISKRON AND etemonsm ' LIABILITY WM ANY PROPRIETOR/ PARTNER / EXEGUTIV oFPICER /MEABER EXCLUDED? �yyam�,, Ip SrT ClAL �S sta.. �OT}mi DE:$CRIPrION OF OPERATIONS1 LOCA11O11S I VEHICLE! l F»USSON6 ADDED BY ENDORSEMENT' S} ' ALPROVISIONS ELEriRICAL WORK OOMINNEDSER E Mal BODILY INJURY BODILY INJURY (Per acclaim') PROpERTYQABBAGE AVM ONLY- I:A ACC If OTHER yu S . - AUTO ONLY: - Lii B tj • L= - 01(31 ACCIDENT H.H.. DISEASE -EA EIAPLOYES EL. DISEASE- POLICY MAT Hamra EACH OCCURRENCE $1 000.0OO MiED tsai (Any caw FOOZ 6 PERSONAL ADVADV& INJURY GENERAL AGGREGATE PRODEf1;'1S - COAIPAOP $1 CAllt`IrT.LATIQAI SHOULD ANY or TREASONS DESORDP*UQ1n BE calcaLszo ESFORE1HE ExPIRATION DATE DiEREOFI THE G moot WILL. IBIDEAVDR Wm DAYS MITTEN NOME TO 111E OERTIFICANI HOLDER KARMIC THEtY. SIr MELINE 10 DO SO SHALL EspoSEINO OBLIGATION ORLIABILW( OP ANY MB UPON THE INSURER, ITS AGE TS OR IIEPRESENTAIIVES. 0 188 -2909 ACORD CORPORATHON. Al rigiha fpo1Vv0. The ACORD Hunts and logo are registered mates of At RD 06/14/2010 12:30 3052255639 A [ R & K Insurance Services 4101 SW 112th Court Miami, FL 33165 Phone (305)2255378 Fax (305)225 -5639 INSURED Electrical Masters, Inc. s400 SW 14th St Miami, FL 33144 (786) 344 -1262 COVERAGES _ THE POLICIES OF INSURANCE LISTED 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 CONDmoNS OF SUCH INSURER B: I INSURER C: - I &SURER D: SURER E: POLICIES. AGGREGATE LIMITS SHOWN NAY HAVE BEEN REDUCED BY PAID CLAIMS L � TYPE OF INSUR POLICY NUMBER DATE mom -I GENERAL LIABILITY h/l COMMERCIAL GENERAL LIABILITY 00 CLAIMS MADE I OCCUR A RI ea'. AGGRE_G_ATE LIMIT APPLIES PER POLICY L I PROJECT D LOC L _1 AUTOMOBILE LIABILITY Lj ANY AUTO Au OWNED AUTOS l I IJ SCHEDULED AUTOS 1 0 HIRED AUTOS ; r] NON OWNED AUTOS GARAGE LIABILITY D IL ANY AUTO 11 1 J EXCESS! UMBRELLA LIABILITY I OCCUR EI CLAIMS MADE �I I I D DEDUCTIBLE �, I RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR t PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory in NH) It yea, describe under SPECIAL PROVISIONS below OTHER CERTIFICATE HOLDER ACORD 25 (2009/01) QF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10060NE2AVE MIAMI SHORES, FL 33138 EWXDV Z R &K INSURANCE #0814 P.001/001 UAIC lmnuuw“,r I CERTIFICATE OF LIABILITY INSURANCE I 06/14/10 _ I { CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR I ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. I{ INSURERS AFFORDING COVERAGE NAIC 6 INSURER A. WESTERN WORD INSURANCE - 03132 ; 131% t 10/092009 10/09/2010 POLICY E7(PIRATION 1 DATE (MMIDU/YDY} L EACH OCCURRENCE $1,000,000 DAMA�G TO RENTED $50,000 PREMISES (Ea occurrence) MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000.000 GENERAL AGGREGATE j $1,00 $2,000,009 PRODUCTS - COMP /OP AGG I 0,0001 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY _Tel' person) BODILY INJURY (Per accident) ~ PROPERTY DAMAGE (Per acciden AUTO ONLY - EA ACCIDENT I OTHER THAN ,EA ACC I ! I AUTO ONLY: AGG EACH OCCURRENCE l I AGGREGATE I_ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECWL PROVISIONS ELECTRICAL WORK LIMITS r ,t1 or i L. %- E EACH ACCIDENT I DISEAsE - EA EMPLOYEE { E.L. DISEASE - POLICY LIMIT l T CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL.. DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE [.EFT, BUT FAILURE TO DO 60 SHALL IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ROMAN JOA ® 1958 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PINNELL SURVEY INC. 4855 W. HILLSBORO BLVD., SUITE B-1 COCONUT CREEK, FLORIDA 33073 (954)418 -4940 FAX(954)418-4941 CERTIFICATE NO.: LB6857 1215 WEST 19TH STREET HOUSTON, TEXAS 77008 (713)880.0808 FAX(713)802 -1221 SURVEY ADDRESS: 1098 N.E. 98111 STREET MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X/ AE BASE FLOOD ELEVATION: 8' CONTROL PANEL NO.: 120652-00934 DATE OF FIRM INDEX: 07 /17/95 LOWEST FLOOR ELEVATION: 12.90' GARAGE FLOOR ELEVATION: 10.02' REFERENCE BENCHMARK: RES. # 1015 N.E. 97TH STREET, FINISH FLOOR ELEV. =11.61' LEGAL DESCRIPTION: LOT 18, BLOCK 180 OF "REVISED PLAT OF MIAMI SHORES SECTION St, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 69 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ( LEGEND & ABBREVIATIONS: A = ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT ASPH. = ASPHALT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHANT. = CHATTAHOOCHEE CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE CLP• = CONCRETE LIGHT POLE (C) = CALCULATED C .B. = CHORD BEARING C.R. = CABLE RISER (D) = DEED D.E. = DEED BOOK D.C.R. = DADE COUNTY RECORDS D.E. = DRAINAGE EASEMENT ENCH. ° ENCROACHING ESMT. = EASEMENT ELEV. = ELEVATION E.M. = ELECTRIC METER END. = FOUND F.P. & L. = FLORIDA POWER & LIGHT LP. = IRON PIPE LR. = IRON ROD L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. =MANHOLE (M) = MEASURED MAINT. = MAINTENANCE NO. =NUMBER N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P� = POINT OF INTERSECTION P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENCY P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE R = RADIUS RES. = RESIDENCE RIW = RIGHT -OF -WAY T = TANGENT (TYP.) = TYPICAL U.B. = UTILITY EASEMENT W.F. = WOOD FENCE W.M. = WATER METER A = DELTA OR CENTRAL ANGLE _ CENTERLINE = ELEVATION GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. THE PROPERTY SHOWN HEREON WAS NOT ABSTRAC;IR1) FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELI. SURVEY, INC. 3. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 4. TINS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. BEARINGS SHOWN HEREON (IF ANY), ARE REFERENCED TO THE BEARING SYSTEM USED ON THE SUBDIVISION AS REFERENCED IN THE ABOVE LEGAL DESCRIPTION. 8. FENCE OWNERSHIP IS NOT DETERMINED. N. REVISIONS DATE CHK'D BY CERTIFY TO: 1. RAUL AND MADELINE CORBO 2. JP MORGAN CHASE BANK, N.A., ITS SUCCESSORS AND /OR ASSIGNS 3. OLD FLORIDA TITLE COMPANY 4. ATTORNEYS' TITLE INSURANCE FUND, INC. POTENTIAL ENCROACHMENTS: 1. NONE VISIBLE. CERTIFICATION: THIS 1S 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 MINIMUM TECHNICAL STANDARDS UNDER RULE 61G17 -6, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. / 'IVO JASON $ P. " PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA ' SKETCH NO.: 07 -2577 DATE OF SURVEY: 10/13/07 CHECKED BY: S.A. FIELD BOOK/PAGE: 278/04 SIDE 1 OF 2 SCALE: 1" = 20' SKETCH NO.: 07 -2577 DRAWN BY:SP SIDE 2 OF 2 0 1-1-/ \BLOCK CORNER Z w 0 400.00' FOUND 1/2" IRON PIPE Vs 0.12'(S) 0.03'(E) P.P FOUND NAIL 0/9 0.79'(N 6' W.F. 0.7'(W) 4' C.I.F. 0.2'(E) 9.97' 9.61' W.F.0.13'(W) C.L.F.0.11E 0) L) ci 6' W.F. 1.5'(N) 0.80'(W)� - 1/ 9g "O' N.E. 98th. STREET 0 0. 4' WALL 4' CONC SLA a. a ' 11.4' 13.45' Io CONC. ' DRIVE O0 0 - 4 0 4' C.L.F. 1.5'(N) ./ 0.20'(E) 16.15' OVERHEAD UTILITY LINES (TYP.) N n 21.2' ASPHALT PAVEMENT (75' RIGHT -OF -WAY) e 17.2' 75 0 STEP PLANTER 9.52' vi 1 STORY C.B.S. RESIDENCE #1098 o a rn 25.15' TILED I I .4 4 CONC. . G a. • LOT 18 BLOCK 180 75.00' 10' ASPHALT ALLEY to N 14.95' 13.87' a i0 0 0 � 0 PLANTER /b. OO6 4' C.L.F. x-z-x-z-x-x-x-z-x-x-x- =1 -t - 1 - I - I - 1 - I - 1 - I - I W.M. 4'X0.7' C.B.S. WALL 10.00' 0) N N \OO� .27'(W) N r7 FOUND 3/4" IRON PIPE FOUND 1/2" IRON PIPE o/s 0.07'(E) � 1 4' C.L.F. 0.2'(N) 0.3'(E) POOL REQUIREMENTS: SELF - CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON - CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY /WA/. 4.."5 x51-13 W / I 1/2" AIR PIPE UP FOR VENTURY VALVE r r POOL EQUIPMENT J 3' -0" r y r 2" SKIMMER LINE 2" MAIN DRAIN LINE -I 1/2" VEN MAIN DRAIN LINE (SEE DETAIL) 2" VACUUM LINE I 1/2" POOL RETURN 2'-0" 20' -0" 30' -0" 24' -0" /Mr Ars I JET INLET SWIM OUT ÷ SEE DETAIL JET INLET ANTIVORTEX DOUBLE MAIN DRAIN SKIMMER DEPTH 0 O z POOL SURFACE= 258 S.F. POOL PERIMETER= 72' -0" VACUUM UGHT WITH SAFETY VAC LOCK COVER DEPTH 3' -0" STEPS SEE DETAIL SUNDECK C" DEEP INLET INLET O O O O GFI / WP I O'MIN/ 20'MAX FROM WATER EDGE (IF THERE ARE NOT ANY EXISTING) POOL PIPING PLAN. scale I /4 "= I ' 4' -0" 3' -0" ( L J O N O O N • • • • • •• • • • • •• • • •• ••• • • • • • •••• • • • •.•. • • • . • • • •• • • •• •• • • • • • • • •••• • • • • 'GNOIGIA2 1 RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R41 O 1 .17. I THROUGH R410 1.2.17.3. F.B.C. • PROPOSED NEW POOL FOR I - GRAS' DOLPIIIN POOLS CONSTRUCTION DESCRIPTION - - - -. ABEL ALONSO. .E ° FL LICfl:64734 10825 SW. 112 Ave. Unit 208 MIAMI, EL 33176 TEL: (305) 283 -8203 ALL WINDOWS AND DOORS OgI - 510018 NMOI G GV :As NAnvaa 101 O3 - 90� uva • • •• • � • y • • • • • • • • • • opo5 • i • • • • • • • • • • • • • • :ioaroad • 9£ 1 W SnQj46 VAIN `133bi 6 3M•8601 • • • • • • • • :sssaaa• $£ 1 ss;14 401-I{ ier133b-1 e6:3N 96o 1 • • • • • • • • • • •s•aaaov a2NMO OWNER: RAUL CORBO 5 -2 2 OF 4 BARRIER SCHEDULE RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R41 O 1 .17. I THROUGH R410 1.2.17.3. F.B.C. BARRIER DESCRIPTION ALARM ALL WINDOWS AND DOORS * WOOD 6' HIGH AROUND PROPERTY 0) Lf) 1 EXISTING CHAIN LINK FENCE 2 2 SELF CLOSING GATE (COMPLYING WITH F.B.C. 2007 R4101 .17) O EXISTING 4' -0' C.5.S WALL NOTE: HOUSE WALL USED AS PORTION OF SAM I Y BARRIER NEED ALARM ON WINDOWS/DOORS WITH DIRECT ACCESS TO POOL 22'- 10" 25' -10" 25' -2" 20 I " ' f HH r j 4 % EXISTING TI -. / �' SEPTIC TANKL TOOL RO ON,FI OR i/ TO VERIFY ON I,FIELD. ®, ONE STORY 1089 RES IDENCE. # �� AEL _ - _ � PLAN ° 1 d A PLANTER .4 NC * UNLE55 THERE 15 AN EXI5TING FENCE (COMPLYING WITH F.B.C. 2007 R4101.17) 75.00' /j Z9 = co PAVERS DECK • SURFACE: I O J N 275 5.Q.F. • .�. 22' - 4 / c00c. 4 . DRIVE 75.00' N. 08th STIZE T. SITE PLAN. scale ► =20 DECK SHALL SLOPE AWAY FROM POOL MINIMUM REQUIRED SLOPE FOR DECKS 15 I/8° PER LINEAR FOOT AN5VNSPI -5 '03 7.2.2.1. L .' %L VLJL.IVT I IVIN• LOT 18 BLOCK 180 OF ° REVISED PLAT OF MIAMI SHORES SECTION 8° . ACCORDING TO THE PLAT THERE0F, AS RECORDED IN PLAT BOOK 43, AT PAGE G9 , OF THE PUBUC RECORD OF MIAMI -DADE COUNTY, FLORIDA. INFORMATION FOR SITE PLAN AND FLOOD CRITERIA WAS TAKEN FROM PINNELL SURVEY, INC. 4855 W. HILLSBORO BLVD, SUITE B- I COCONUT CREEK, FL 33073. RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.C. R4101.17. ) RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4101.17. I THROUGH R4I01.173. I - THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE 5 ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER 5 MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES. 2- OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 4 -INCH DIAMETER5PHERE. 3- SOUD BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. 4- WHERE THE BARRIER 5 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS 5 LESS THAN 45 INCHES, THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED I -3/4 INCHES IN WIDTH. 5- WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH. G- WHERE THE BARRIER 5 COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS 15 45 INCHES OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH. 7- MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 -1/4 INCH SQUARE UNLESS THE FENCE 5 PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE THAN 1 -3/4 INCHES. 8- WHERE THE BARRIER 5 COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN I -3/4 INCITES. 9- ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R4101.2.17. I . I THROUGH R4101.2.17.1.7 AND SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHAM OPEN OUTWARD AWAY FROM THE POOL AND SHALL BE SELF - CLOSING AND HAVE A SELF- LATCHING DEVICE. GATES OTHER THAN PEDESTRIAN ACCESS GATES SHALL HAVE A SELF- LATCHING DEVICE. WHERE THE RELEASE MECHANISM OF THE SELF - LATCHING DEVICE 5 LOCATED LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH WITHIN I 8 INCHES OF THE RELEASE MECHANISM. 10- WHERE A *VIDE A DWEWNG SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL APPLY: I . ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR 5 OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD DOO THE R. 2. OTHER MEANS OF PROTECTION, SUCH AS SELF - CLOSING DOORS WITH SELF- LATCHING DEVICES OR DOORS W1T1 POSMVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE THE .THRESHOLD WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, 5HALL Be ACCEPTED. WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS OF ACCESS 15 A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING BE SURROUND D BY A BARRIER REMOVED VJ PREVENT REQUIREMENTS OF OF R4 101.2.1 SHALL . II THROUGH R4 f 01.2.17.1.9. WHEN THE LADDER OR STEPS ARE SECURED LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIAMETER SPHERE. INDOOR SWMMINGPOOLS. ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY Wmi R4 10I.2.17.1.9. PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED 50 AS TO PROHIBIT PERMANENT STRUCTURES, EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CUMB THE BARRIERS. CONTRACTOR SHALL VERIFIED AIL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO RESPO LI Y OF S GH O CFI H AND ANY REQ ERED REVISION TO THE PLAN. -SITE PRE=PARATION. I- EXCAVATION SHALL REMOVE ALL GRASS. WEEDS, ROOTS, AND ANY DEBRIS. 2- IXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL 3- SAND AND LIME ROCK SOIL CAN BE STOCKEDPILED AND USED AS BACKFILL. 4- ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE COMPACTED. 5- FILL THEM IN LIFTS NOT EXEEDING 12INCHES IN LOOSE THICKNESS. 6- EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. 7- FILL SHALL CONSIST OF CLEAR SAND AND UME STONE OR GRAVEL FILL MATERIAL SHAD: HAVE A MAXIMUM PARTICLE SIZE OF 3° AND NO MORE THAN 10% PASSING THE No. 200 SIEVE. ruut. (.CNCKHL Nu I C 5. 1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2007 STANDARDS R4101 AND ANSI/14511-8, ANSVNSPI -5 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-6 I 5. GRADE 60. 3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL 5. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR DISCHARGE. G. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY 50 FHA THERE 5 NOT CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM. 7. GRATE AT MAIN DRAIN SHAM HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION UNE. 8. HAIR AND UNT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION UNE (4 °DIA. MIN.). 9. ALL FLOOR* WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 10. AU. REINF.STEEL TO CONFORM TO A.S.T.M. AG 1 5 GRADE 60. 1 I . ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE VATH SOLVENT WELD JOINTS. 12. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS A5 REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBIUTY POR THE SAFETY OF EXISTING STRUCTURES. 13. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE 50 INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. 1F NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 14. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDmONS. 15. TEMPERATURE OF SPA WATER SHALL BE SET 50 THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. ELECTRICAL NOTES. I . INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM . INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50 OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL UGHT CONNECTION TO COMPLY WITH NEC 660 -1575 ART. 680. 2. ALL METAWC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM, REINFORCING STEEL OF THE POOL SHELL, COPING STONES, DECK, FIXTURE HOUSING, LADDERS AND THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON GROUND G80.26(C) . BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A #8 COPPER WIRE. 3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (I) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 4. NO RECEPTACLES SHALL BE INSTALL WITHIN I 0 OF DISTANCE OF WATER EDGE. 5. ALI. DISCONNECTING MEANS (ARTICLE 404) AND SWITCHES MUST BE LOCATED AT LEAST 5 FT. HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOUD FENCE, WALL, OR OTHER BARRIER E680.22(C) ) FLOTATION ANALISIS TOP OF POOL WALL ELEVATION 8.55' POOL DEPTH 5.0' LOW POINT POOL LEVEL 2.447' COUNTY FLOOD CRITERIA 8.0' POOL UPLIFT FORCE 5.53' LESS HYDROVERTICAL RELIEF 2.0 RESULTANT UPLIFT FORCE 3.53' SLAB THICKNESS REQD= 9° WALL THICKNESS READ= 6° 4' -9° 4' -G° 4' -3° 4 3' -9° 3' -G° 3' -3° 3'-0° 2_9 POOL J SPA DATA POOLAREA SPA AREA POOL SPA AREA POOL PERIMETER SPA PERIMETER TOTAL PERIMETER POOL CAPACITY SPA CAPACITY TOTAL. CAPACITY (POOL SPA) 288:00 0.00 288.00 72.00 000 7 8818.00 0.00 8610.06 UNITS - - SF SF SF FT FT FT (GALLONS) (GALLONS) (GALLONS) POOL PUMP SIZE POOL PUMP. CAPACITY (HEADS() FT) SPA PUMP SIEE SPA PUMP CAPACITY (HEAD 80 -FT) CARTRIDGE FILTER FILTRATION RATE POOL TURNOVER SPA TURNOVER 9.0 38 NIA 'WA 100,00 3840 3.78 0.00 HP HP (GAUMIN) SF (OALRWINBPM) (HMS) (MRS) 10 I I° 12' �V • CHART FOR POOL BOOT SLAB WITH. • • • • HYDROSTATIC UPLIFT • SOIL STATEMENT: •••• • • • • • •• •• • • • • • • • • • • •• • FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD - BEARING CAPACITY OF 2000 PSF. THE SOIL COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED WITH SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN BROKEN A LtI 1 ER WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT HAS OBSERVED THE SITE AND THE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON ••• • •• ••• • ••• • •• • •• ••• • • • ••• • ••• • :GNOIGIAal PIROPOSED NEW POOL FOR GRAY DOLPHIN POOLS * CONSTRUCTION MAA C ONS 11(UL:IIUN,1 CA -29088 ABEL ALONE°, P.E. IX FL. LIC #: 64734 I \ OgI NMOI -1S se '3'0 ue nAvaD 0IOZ 31VG �vDS. 81 a. la s • •• • •••• • 1 • • • • • • o- 1 • 1 • ••� • •••• PROJECT ADDRESS: • • - - - - I 098 NE 98 STREET, MIAMI SHORES FL. 33 138 I I I I I I OWNER ADDRESS:: ??�� • • 1098 NE TA 5TEEb, 144.46 SWORE* FL. 631038• • • • • 092IdJ l}I� baruN0 S -3 3 OF 4 • CONC. ALL JND DRAIN SUMP. • JND DRAINS a 12 O/C 8" MIN LAP TO FLOOR REINFORCING 2" PIPE SUCTION LINE HYDROSTATIC RELIEF VALVE (ACCORDING F8C R4101 .21 .4) varies see TYPICAL L AND DECK SECTION nts. water line O Q \-C SEE DIMENSION 12° 1 2" AT PIPING PLAN TYPICAL STEPS DETAIL N.T.S ANTI - VORTEX GRATE (6 SQ. IN. MIN. OPEN AREA) ICAL OF 2- 3' -0" (MIN)) DOUBLE MAIN DRAIN (DETAIL) WITH HYDROSTATIC RELIEF VALVE PER MC R4 I 01 .21 .4 1 I/2" MAIN DRAIN VENT. TYPICAL POOL SECTION nts I /4 "= I ' THIS POOL IS NOT INTENDED FOR DIVING 7 - PRE -CAST COPING PAVERS ON SAND DECK Al l . � 1 I I i l I I,�I I I, �,.I I ,.I I I I,TJ STEEL TO RUN CONTINUOUS @ AREA OF STEPS. FOR SPACING SEE TYP WALL SECTION THIS SHEET. A) (1 2" MAX). RISER HEIGHT MUST BE UNIFORM. B ) -1+ 2" FROM THE UNIFORM RISER HT. C) CONTRASTING TILE AT EDGES. D) 240 SQ IN. MINIMUM AREA OF FIRST STEP. varies see PLAN water line PROVIDE SCREEN MAIN DRAIN SEE DETAIL P OF POOL OR SPA COPING, WICHEVER HIGHER VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN SECURE PLACE TO AVOID TRIP HAZARD. ADJUSTABLE COLLAR PERFORATED BASKET 2" TREAD water line 13 1/4" — COLOR CONTRAST TILE SWIMOUT DETAIL not to exceed 1 0% of pool perimeter SKIMMER DETAIL N.T.S. varies see TYPICAL WALL AND DECK SECTION nts. 18" to 24 "MAX 3' -0" RADIUS DEEP END — COPING AN water line FOR THICKNESS SEE TABLE 5-2 II�IL — �II +�,�, 11111 -' I TA4TI -1, I-1I #3 @6" EA. WAY (SLAB REINFORCEMENT) water line PRE- CAST — COPING FIXTURE POOL WALL I I= MIN. HGT. 8" ABOVE MAX. WATER LEVEL (BUT AT LEAST 4" ABOVE DECK). 4' -0" MIN. A TOP OF FIXTURE • L STAINLESS STEEL OR PVC LIGHT NICHE (12 VOLT) TO COMPLY WITH F.B.C. AND NEC 680 (SEE PLAN FOR LOCATION) SECTION UNDER WATER LAMP. I 4r r 8° MIN 6 PRE -CAST CONC. COPING OR ALTERNATE COPING INTERLOCKING PAVERS ON COMPACTED SAND L JUNCTION BOX TO SERVICE —I" PVC OR BRASS CONDUIT CONC. EDGE 1` =1 i r'I i i=Yt -'ti r=TI t=n 1°`1 i = 11=1 I =1 I — I — I 11 = 111 111 - El 11=1 rrl 1 4 = I I I I 1 1= _ r j I I I „ 1 1=111=71 f - ,, =III: 2' SAND FILL 1t- 7II -1IEIII- - ll' 11= —III: SIG IIE 1I I COMPACTED LIME ROCK FILL L WELL COMPATED FILL STEEL TEXT FORM, KRAFT BOARD OR ANY OTHER APROVED FORM #3 @9" EA. WAY (WALL REINFORCEMENT) TYPICAL WALL AND DECK SECTION nts. • • • • • • • • • •••• • • • • • •• •• • • • • • • • • • • • • • • • • • • I 2" HOOKS (TIPYCAL) , sNOIGI /g21 p POS D NEW POOL FOR GRAY DOLPHIN POOLS 1 1/4 ) i CONSTRUCTION MAA CON SIKUUIION 1 C; CA -29088 ABEL ALONSO, P.E. I FL. LICH: 64734 OBI :Y0Ol9 NMOUS sH I L :A9 NMy 0102 60 90 3va 81 uol P ROJECT: • • • • • • • RAUL CORSO $£ I a:144404 IV1 4N 8601 :ss3aaav JOaroaa OWNER ADDREIIE•• • • • ••• • • 1 098 NE 98 STREET, MIAMI SHORES FL. 33138 i 1 i • • • • • • • ?13NMO S -4 4 or 4 I .0 HP POOL WIT HAIR LINT STRAINER \ / j 0r - �` 4 PG V�% TIMER POOL FILTRATION SYSTEM EQUIPMENT SCHEMATIC #8 SOLID CU I8 "MIN. TO 24" MAX. FROM CONTOUR OF POOL 360 DEGREES WITH 4 EQUAL BONDING POINTS TO THE POOL STEEL 6" DEPTH MIN. PRESSURE GAUGE PRESSURE RELIEF VALVE 00\ •_ / / \ \\„ / 2 �� A SAME LEVEL $ TRENCH AS SUPLY * RETURN WATER PIPE TO PUMP CARTRIDGE FILTER 100 SQ.IT. OR EQUAL. AUPINATOR T O AUTOPILOT. EQUIPOTENTIAL BONDING GRID SCHEMATIC nts. COMPLYING WITH NEC 680.26 2005 EDITION .,r A V`ED F DII'i ZT'T T0]Ui. BURIAL --- SPLIT BOLD A A APPROVED CLAMP STEEL \_ POOL PUMP I HP, 230V GFI -W.P. RECEPTACLE 10' MIN 20' MAX. FROM WATER UNE 300 W 0_ POOL LIGHT O 2# 12, I # 12 GND. 2P 20A IN I/2° C. -2#12, I # 12 GND. IP20A IN I/2° C. APPROVED FOR WET LOCATIONS 2#12,1 # 12 GND IN 1/2° C. JB 0 SALT CHLORIDE SYSTEM 2#I2, 1 # 12 GND I P 20A IN 1/2" C. 2#12, 1 # 12 GND. IN I /2° C. -j TX TIMER 2#12,I # 12 GND. IN I/2° C. 300 W TRANSFS. POOL ELECTRICAL SCHEMATIC 2# 12, I # 12 GND. IN I /2° C. SW SW —A / EL/ / j SUB -PANEL /60 A 020A BK fl 20A BK 20A BK • %' r r 'AA r //VIII 141ii ='iii/ IIIlg' EXIST 150 AMP PANEL W/ DISC. i / / / EXIST.60A BREAKER /EXISTING GND / 'J E XISTING 10' x 5/8° /DIAMETER GROUNDING ROD ,., j EXISTING // EXIT / CANER/ CAN EXISTIN G GND TO FOUNDATION STEEL A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC. 5. NO OVERHEAD ELECTRICAL WRING SHALL BE LOCATED WITHIN I O' 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. DECK AROUND POOL REQUIRE (4) EQUAL SIDES BONDED WITHIN 3' OF THE RIM. F. GFCI PROTECTION 15 REQUIRED FOR ALL OUTLETS SERVING POOL PUMP MOTORS AS PER NEC 680.22(5). G. IN ALL AREAS SPECIFIED IN 2 1 0.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER - RESISTANT RECEPTACLES PER NEC ART.406. 1 I . H. RECEPTACLES IN WET LOCATIONS SHALL BE LISTED AS WEATHER - RESISTANT TYPE PER NEC ART.406.8(5)( I) . EXIST / FPL / / / SERVICE/ / 2° RGC / FROM POWER COMPANY / // TRA / N5FER / EXISTING MAIN WATER PIPE. MIN. 10 FT. LONG BU % % EXISTING FOUNDATION/ REBAR MIN. 20 FT. / LONG HOUSE CONCRETE/ FOUNDATION • • • • • •• • • •••• • • / • • •• ••• • • •• • • •••• • •• • • • •• •• •••• • • • • • • • • • • •• • • • • • •• • •• • .•. • • • ..• • • • •• .• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • •• • •• • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • •.• •• ••• •• • • • •• • • 00 • • • • ••• • • • • • •• ••• • • • • • .• APPROVED ROVVED ZONING SHORES VGLLAGE ELECTFKA,. PLUMBING MECF UAL BLDG. DATE 074 aliftho i v 4 1 l SUBJECT TO COMPLIANCE WITH AL FEDERAL STATE AND COUNTY RULES AND REGULATIONS