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PL-17-983 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 573 NE 102 Street Miami Shores, FL Information GABRIELA HERRERA MAXIMILIANO Permit NO. PL-4-17-993 ■ Permit Type: Plumbing - Residential Work Classification: Pool - Private Permit Status: APPROVED Issue Date: 4/28/2017 1 Expiration: 10/25/2017 Parcel Number 1132060171000 Block: Lot: Address 573 NE 102 Street MIAMI SHORES FL 33138-2454 Contractor(s) Phone Cell Phone MASTER DIAMOND POOL SERVICE C (786)419-1260 le of Work: NEW SWIMMING POOL ,e of Piping: iitional Info: id Return : ssification: Residential Scanning: 2 Fees Due Amount CCF $1.20 DBPR Fee $3.38 DCA Fee $3.38 Education Surcharge $0.40 Permit Fee $225.00 Scanning Fee $6.00 Technology Fee $1.60 Total: $240.96 Applicant GABRIELA HERRERA MAXIMILI, Phone Cell Valuation: $ 1,500.00 Total Sq Feet: 448 Pay Date Pay Type Amt Paid Amt Due Invoice # PL-4-17-63639 04/28/2017 Credit Card $ 190.96 $ 50.00 04/07/2017 Check #: 3444 $ 50.00 $ 0.00 Avaname Inspection Type: Main Drain Final moing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 28, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 213, 2017 1 SERBER & ASSOCIATES, P.A. Turnberry Plaza, Suite 801 2875 NE 191 Street Avenetura, Florida 33180 305-932-6262 573 N.E. 102 Street Miami Shores, Florida. Leaal Description Lot 22 and the West 1/2 of Lot 23, Block 93 of AMENDED PLAT OF MIAMI SHORES —SECTION 4, according to the plat thereof, as recorded in Plat Book 15, Page 14 of the Public Records of Miami —Dade County, Florida. Survey Date: 07/03/2012 Job Number: 12-6016 Revision: National Flood Insurance Certified to: Community Panel: 12086 C 0306 L Gaston Virkel & Juliet Teppo Flood Zone: X Foundation Mortgage Corporation ISAOA/ATIMA Base Flood Elevation: N/A Serber & associates, PA - Firm Date: 09/11 /2009 d " " '' Lot 4 found 1/2" iron rod No ID — Book 24123, Page 3598 (BCR) 0.44 SURVEYORS NOTES —This is a Boundary survey. —Legal description used for this survey was provided by others. —This Survey has been prepared for the exclusive use of the entities named hereon and do not extend to any unnamed parties. —Examinotion of The Abstract of Title will have to be made to determine recorded instruments, if any, affecting the property. —Bearings, if any, shown hereon are based an Plat Book 15, Page 14 of Miami —Dade County, Florida. found 1/2" iron rod —Atl dimensions and directions shown hereon are in substantial agreement with record values unless otherwise noted. No ID —Due to varying construction standards, house dimensions are approximate. —All ties to property line are perpendicular to it, unless otherwise noted. Lot 21 —In ali cases dimensions shall control location over scaled positions. —Elevations, if shown, are based of N.G.V.D. 1929. —$enchmark No. Elevation: feet, located at -- -This survey does not determine or imply ownership. —Underground improvements and utilities were not located. —Not valid without the signature & raised seal of a Florida licensed surveyor and mapper. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUES. `ttIII II II/l/ SE N�Me��! - a - -° Q- InN STATE OF S O FLORIDA SURVEYO"_P" 1 Richard J. Minguell Registered Land Surveyor & Mapper No. 6402, State of Florida R. Minguell, Inc. Land Surveyors & Planners L.B.7272 954-298-8935 Fax 954-392-6060 Minguell®bellsouth.net 2841 Montvideo Avenue Cooper City, Florida 33026 5' concrete T ., SURVEY MAP SCALE: 1" 20' Lot 3 Lot 2 Lot 1 t 10' asphalt found 1/2" iron rod 15' alley o No ID 75.00' e9. I .69' '1Oba I 25.05 o � I o a I I 15.50' 13.65 I � e - we GOr o Book 19267 Page 3976 (BCR) E_rcroachments N • None apparent o Single Story °; A R e s i cl e ri c e_-_-_-_- 573 N.E. 102 Street Miami Shores, Florida fD F- Iv 14.45' N O 11.00' N N 15.35' a eo« f.J wr C rote _ ! 6� iV W m found 1/2" iron rod Sam fig" No ID Coo^Lo �r;te 23 0.00' 75.00' _ 00 , ' 77.26 we PI,t%01NG PLC te= r``e Approved — ��. ved T3isapproved 75' Right_of-Bay 102 Street t22' asphalt Legend x—a—x—x— chain link fence wood fence —Pool metal fence pump ec Air Conditioner Property Line Center Line N.T.S Not to Scale BCR Broward County Records MDCR Miami —Dade County Records n05 Existing Elevation r WN 0 O o N WATER LINE 15'-5" WATER'5 LEGEND PM D© MMENTS 12.15.13 N 0 REVIEW n E � U I R E D HEALTH DEPT APPROVAL Florida Health Miami -Dade (-,ounty O.S.T. D.S. & WeII Program Application No,,, Date: Signature EXI5TIN6 4'-0" CHAIN LINK FENCE 124.50' L16HT O N m 5WIMOUT 14'-O" NTRY STEP5 x3 P.E POOL EQUIPMENT P.H POOL EQUIPMENT E.M ELECTRICAL METER E.P ELECTRICAL PANEL AC AIR CONDITIONER R EXISTING SEPTIC TANK A/G PERMANENT ANCHORED 0 2.27.13 P05T A5 PER SECTION ZONE DEPT COMMENTS 12.18.13 4242.11.1.2 FBG 2010 POOL EQUIP RELOCATED TO BEYOND IV SETBACK W-4" 3'-5 POOL EQUIPMENT LOCATION PP. ONE STORY -+ CB5 RE5IDENGE !.........._- 11!..,_._+ DECK TO BE SLOPED TO #573 14-0 DRAIN TOWARD THE PERIMETER AREA WiAY �..._.._ FROM POOL) ......... ..... ._;..... 655 5F 24" x 24' - i� PAVER DECKING_... 250 SF OF 24" x 24" PAVER DECKING OVER - EXISTING CONCRETE WALK tXI571N6 4'-O" CHAIN LINK FENCE 1 1&4.U-I LEGAL DESCRIPTION: LOT 22 AND WEST 112 OF LOT 23, BLOCK 93 OF AMENDED PLAT OF MIAMI 5HORE5- SECTION 4, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 15 PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. EXI5TIN6 SEPTIC DRAIWIELD N SITE PLAN ® SCALE: N.T.S. Ij Ij 0 LU z 4 4 w C 4r4wi; GeniePools' M i a M i F i o r i d a SWIMMING POOL NAME: 6ASTON VIRKEL ADDRESS: 5'13 NE 102 STREET CITY: MIAMI SHORES, FL 35138 LOT: BLOCK: 5UB. 93 MIAMI SHORES 5EG 4 OWNER PHONE: (404) 402-6872 DRAWN BY: DATE: M.GALIL 11-26-2013 REWORK No. DATE DESCRIPTION 10 2.27.13 ZONE DEFT COMMENTS 12/16M3 Q 2.27.13 RX DEPT COMMENTS 12/151`13 REVISIONS No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 ST MIAMI, FL 33156 786.239.1808 7f • • (0 U o) C) �• SITE PLAN PAGE 1 of 5 EXI5TIN6 4'-O" CHAIN LINK FENCE 124.50' x—x—x—x—x—x—x—x—x x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x Adh EXISTING SEPTIC �9 � DRAINFIELD WATER LINE v w � LL 'a'C'^"""""•""^ EXISTIN6NK 5EPTIC TA J Z O 1'-5' O A/C zI ri w i PERMANENT ANCHORED POST AS PER SECTION 424.2.11.1.2 FBG 2010 14'-O" LEGEND P.E POOL EQUIPMENT P.N POOL EQUIPMENT E.M ELECTRICAL METER E.P ELECTRICAL PANEL A/C AIRCONPITIONER t. 4 � MIAM SHORES VILL GE 0 L6 APPROVED BY DATE ZONING iRUCTURAIks) ELECTRICAL - PLUMBING 9L9 ECHAN'CAL OBJECT TO COMPLIANCE WIi'i l E.AR -L TATE AND COUNTY RULES AND RE JLAIIO :S EXI5TIN6 4'-0" CHAIN LINK FENCE 124.01pipp v 0 D LEGAL DESCRIPTION: LOT 22 AND WE5T 112 OF LOT 23, BLOCK 93 OF AMENDED PLAT OF MIAMI SHORES- SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. zi3Z N(DSITE PLAN SCALE: N.T.S. GeniePooK M I a m i F t c r i d a i REWORK No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 STREET MIAMI, FL 33156 PHONE: (786) 239-1808 .•O• s 0RIDss •• �`� SITE PLAN PAGE 1 of 5 EXI5TIN6 4'-0" CHAIN LINK FENCE 124.01pipp v 0 D LEGAL DESCRIPTION: LOT 22 AND WE5T 112 OF LOT 23, BLOCK 93 OF AMENDED PLAT OF MIAMI SHORES- SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. zi3Z N(DSITE PLAN SCALE: N.T.S. GeniePooK M I a m i F t c r i d a i REWORK No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 STREET MIAMI, FL 33156 PHONE: (786) 239-1808 .•O• s 0RIDss •• �`� SITE PLAN PAGE 1 of 5 SWIMMING POOL AND 5PA GENERAL 5PECIPICATION5 POOL MODEL: POOL SHAPE: GEOMETRIC POOL DEPTH: 3'-0" TO 5'-0" POOL DIMEMSIONS: 14'-0" x 32'-0" SWIMMING AREA: 445 S.F. POOL CAPACITY: 13,440 GALS SPA SIZE: N/A SPA HEIGHT: N/A SPA CAPACITY: N/A STEP TREAD DEPTH: I5t= 1'-4", 2nd= I'-0", 3rd= 1'-0" SPA DECK STEPS: N/A L.F. SWIM OUT: I'-8" x 14'-0" CONSTRUCTION MATERIAL5INFORMATION CONCRETE: _ Cy COPING: 108'-0" L.F. 11 TILE: 92'-0" L.F. 11 PAVER DECK: I G88 S.F. DECK -DRAIN : N/A POOL EQUIPMENT AND LIGHTING COMPONENTS SKIMMER: YES (x 1) NUMBER OF RETURN LINES: 1 3 MAIN DRAIN TYPE: 2 ANTI -VORTEX HANDRAIL: N/A PUMP SIZE AND MODEL NUMBER: I PENTAIR PUMP 1.5 HP POOL FILTER TYPE: 150 SO FT CLEAN t- CLEAR CARTRIDGE FILTER POOL LIGHT: 300 WATT 12 VOLT WHITE POOL LIGHT SPA LIGHT: N/A POOL HEATER: N/A SALT CHLORINATOR: IC-20 (FOR 20,000 GALLON CAPACITY) ADDITIONAL WATER FEATURES AND COMPONENTS SHEER DESCENT: N/A MASSAGE JETS: N/A ROCK WATERALL: N/A DECK JETS: N/A AQUA ACCENTS: N/A MOSAICS: N/A NOTES: - 8" FLOOR SLAB THICKNESS - 48" HIGH SAFETY MESH BARRIER FENCING (BLACK) REQUIRED POOL 5ETBACK5 FRONT: 75'-0" REAR PROPERTY LINE: 7'-G" SIDES: 1 2'-G" FROM HOUSE REAR: 5'-0" DECK 5ETBACK5 REAR: 5'-0" SIDES: 10'-0" NOTES: MUNICIPALITY: MIAMI SHORES VILLAGE NOTES : POOL GENERAL NOTES. 1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2010 STANDARDS 424 AND ANSVN5PI3, ANSI/N5PI-G 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO A5TMA-G 15. GRADE GO 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 PER515T FOR MORE THAN ONE HOUR DISCHARGE. G. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY50 THA THERE 15 NOT CRO55 CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL 5Y5TEM. 7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE. 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION LINE (4'DIA. M(N.). ELECTRICAL NOTES. 1. INSTALL WIRING AND DEVICES AS INDICATED IN POOL DATA SHALL FURNISHED ELECTRICAL SERVICE AT EXISTING ENTRY. INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50 OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC GGO-1575 ART. G80. 2. ALL METALLIC CONDUITS, PIPING SYSTEM, REINFORCING STEEL, UGTHTING FVTURE5 AND FIXTURE HOUSING, METAL PARTS OF LADDERS, AND THEIR SUPPORTS, SHALL BE BOUNDED TOGETHER AND GROUNDED TO A COMMON GROUND. BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #8 COPPER. 3. NO OVERHEAD OPEN WIRE OVER POOL WATER. RECEPTACLES WITH 10 OF WATER. BARRIER GENERAL NOTES: FBC R4101 . 17. 1 OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH FBC R 4101.17. 1.1 TO 4101.17.1.8 THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER ENCLOSURE OR PORTION THEREOF 15 SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. (F.B.C.424.2. 17. 1 . 12) (F.B.0 R4101.17.1 .12) REMOVEABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM THE WATERS EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON WHO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE WATER. SUFFICIENTLY AWAY FROM THE WATERS EDGE SHALL MEAN NO LESS THAN 20" (508mm) FROM THE BARRIER TO THE WATERS EDGE. DWELLING OR NON -DWELLING WALLS INCLUDING SCREEN ENCLOSURES, WHEN USED AS PART OR ALL OF THE BARRIER AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CL05E TO THE WATERS EDGE AS PERMITTED BY THI5 CODE. (F.B.C. 424.2. 17.1 .13) (F.B.C. P,424.2.17.1.13) A WALL OF A DWELUNG MAY SERVE AS PART OF THE BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM THE HOME TO THE SWIMMING POOL.(F.B.C.424.2.17. 1 .14) (F.B.C. R424.2.17.1.14) ALL DOORS AND WINDOWS PROVIDING DIRECT ACCE5 FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING AF 85dB A AT 10 FEET. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWING AT THE JOB SITE REPORTING ANY INCONSISTENCY TO THE ARCHITECT/ENGINEER PRIOR TO ANY CHANGE REQUIRED, OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY REQUIRED REVISION TO THE PLAN. EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH A5TM F 134G. SOIL STATEMENT: PER VISUAL INSPECTION SOIL AT THI5 SITE REVEALS SAND AND UMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2000 PSF. AT TIME OF EXCAVATION A LETTER WILL BE SUBMITTED BY THE ENGINEER ATTESTING THAT THE SITE HAS BEEN EVALUATED AND THE SOIL CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. LEGAL DESCRIPTION: LOT 22 AND WEST 112 OF LOT 23, BLOCK 93 OF AMENDED PLAT OF MIAMI SHORES- SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15 PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. =a '0. N' __nn GeniePools M i a m , F I o,. A a SWIMMING POOL NAME: &A5TON VIRKEL ADDRESS: 5-75 NE 102 STREET CITY: MIAMI 5HORE5, FL 33158 LOT: BLOCK: 51J8. q3 MIAMI 5HORE5 SEC 4 OWNER PHONE: (404) 402-68-12 DRAWN BY: DATE: M.GAL I L 11-26-2013 REWORK No. DATE DESCRIPTION REVISIONS No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89STREET MIAMI, FL 33156 PHONE: (786) 239-1808 s�4 �• 0' 1 ����11111111��� GENERAL NOTES PAGE 2 of 5 POOL EC 1 . ANTIVOR 2. 5KIMMEI 3. VACUUK LOCK COVER 4. INLET (x3) 5. 5WIMOUT (5EE DETAIL) G. SWIMMING POOL LIGHT (x 1) 7. GFV WP G' MIN/20' MAX FROM WATER EDGE N® PLUMBING LAYOUT PLAN SCALE: NTS ADJUSTABLE COLLAR PERFOR BASKET 2" TREAL SKIMMER DETAIL NOTE: ALL POOLS AND 5PA5 MUST BE EQUIPPED WITH ANTIVORTEX DRAIN COVERS IN COMPLIANCE WITH VG15 ACT AND A5ME/AN51 1 1 2. 19.8 HYDROSTATIC REUEF - G' (MIN) CONC ALL AROUNE DRAIN SUMP O M 3 AROUNE DRAINS Q 1 O' O/C E.W. W/18' MIN LAP TC FLOOR REINFORCING 2 1/2' PIPE SUCTION UNF ef 1 0 MAR o s 2014 BY: DISTANCE CHART FOR HYDROSTATIC RELIEF VENT PUMP HORSEPOWER MAX DISTANCE IN FEET 0.75 HORSEPOWER 24.51 FEET 1.0 HORSEPOWER 32.G9 FEET 1.5 HORSEPOWER 40.8G FEET 2.0 HORSEPOWER 54.47 FEET 2.5 HORSEPOWER 73.54 FEET 3.0 HORSEPOWER 76.98 FEET POOL DATA POOL CAPACITY (IN GALLONS) 13,440 FILTER CARTRIDGE 150 (SQ.FT) 2 1" FILTRATION RATE (GAUMIN* PM) 50 POOL TURNOVER (HRS) 2.86 POOL SURFACE 448 S.F. POOL PERIMETER 92 I"T TIMER BOX - POOL LIGHT BOX POOL DRAIN SKIMMER VACUUM POOL RETURN HOUSE �OooL WASTE ILTE .. SALT CHLORINATOR} PLUMBING EQUIPu", pLOS SCALE: NTS Date?iLl Arr"� CARTRIDGE FILTER PRESSURE GAUGE t MODEL PENTAIR PRESSURE RELIEF VALVE 150 5Q.FT. TIMER 1.5 HP POOL WITH HAIR 4 UNT STRAINER \IZ `N + Q MODEL 5UPERFLO AT GO - 35 GPM 5.52 VEL.FT.PERSEC. i ANTIVORTEX ANTI ENTRAPMENT DUAL MAIN DRAIN DETAIL 3 FEET MIN. SPACING ACCORDING TO (424.2G.G.3)(424.2G.G.4) (424.221.2). SUCTION INLETS SHALL COMPLY WITH ANSVAP5P-7 2000 E F13CP2010 SECTION R4101.G.G PLUMBING 1 SOM ETRI C ELECTRONIC CHLORINE GENERATOR n' GeniePools' Miami F i a r i d a SWIMMING POOL NAME: GA5TON VIRKEL ADDRESS: 5-73 NE 102 5TREET CITY: MIAMI 5HORE5, EL 35155 LOT, BLOCI4 SUB. q3 MIAMI SHORES SEC 4 OWNER PHONE: (404) 402-68-72 DRAWN BY: DATE: M.CALIL II-26-2013 REWORK No. DATE DESCRIPTION Al 2.27.13 MW DEFT OMErlrs 12HB/1 REVISIONS No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 ST MIAMI, FL 33156 /-1 786.239.1808 40 a o,,��PLUMBING � >\2 eQ PAGE 3 of 5 SCALE: NTS POOL EC 1 . ANTIVOR 2. SKIMMEI 3. VACUUN LOCK CC 4. INLET (x2 5. SWIMOL G. SWIMMII 7. GFV WP G' MIN/20 MAX FROM WATER EDGE NH-� PLUMBING LAYOUT PLAN W SCALE: NTS ADJUSTABLE COLLAR PERFORi BASKET 2" TREN SKIMMER DETAIL MUST BE EQUIPPED WITH ANTIVORTEX DRAIN COVERS IN COMPLIANCE WITH VG5 ACT AND A5ME/AN51 1 1 2. 19.5 HYDROSTATIC REUEF G' (MIN) CONC ALL AROUNE DRAIN SUMP O # 3 AROUNE DRAINS Q 10' O/C E.W. W/15- MIN LAP TC FLOOR REINFORCINC 2 1/2' PIP[ SUCTION UN[ 0 O ANTIVORTEX ANTI ENTRAPMENT DUAL MAIN DRAIN DETAIL ACCORDING TO (424.2G.G.3)(424.2G.C.4) (424.22 1.2). SUCTION INLETS SHALL COMPLY WITH ANSVAP5P-7 20OG E F5CR201 O SECTION R4101 .G.G DISTANCE CHART FOR HYDROSTATIC RELIEF VENT PUMP HORSEPOWER MAX DISTANCE IN FEET 0.75 HORSEPOWER 24.5 1 FEET 1.0 HORSEPOWER 32.G9 FEET 1.5 HORSEPOWER 40.8G FEET 2.0 HORSEPOWER 54.47 FEET 2.5 HORSEPOWER 73.54 FEET 3.0 HORSEPOWER 78.06 FEET POOL DATA POOL CAPACITY (IN GALLONS) 13,440 FILTER CARTRIDGE 150 (SQ.FT) 2 1 " FILTRATION RATE (GAUMINt- PM) 50 POOL TURNOVER (HRS) 2.88✓ POOL SURFACE 448 S.F. POOL PERIMETER 92 FT HOU5E TIMER BOX POOL LIGHT BOX POOL DRAIN OOL U OOL WASTE SKIMMER LTE VACUUM POOL RETURN SALT CHLORINATOR PLUMBING EQUIPMENT PLAN SCALE: NTS CARTRIDGE FILTER PRESSURE GAUGE ff _ MODEL PENTAIR PRESSURE RELIEF VALVE 1 1 50 SQ.FT. TIMER I .5 HP POOL WITH HAIR 4 U MODEL SUPERFL T GO - 35 GPM 5.5 . 1� QO� J0� o ELECTRONIC 2 JPC �eO CHLORINE 2 OJ GE TOR 2 �N 3 FEET MIN. SPACING PLUMBING ISOMETKI \ "2 SCALE: NTS nn- GeniePools M i a m i I F I o, i d a SWIMMING POOL NAME: &ASTON VIRKEL ADDRESS: 5-73 NE 102 STREET CITY: MIAMI SHORES, EL 35158 LOT: BLOCK: SUB. 13 MIAMI 5HORE5 5EC 4 OWNER PHONE: (404) 402-68"12 DRAWN BY: DATE: M.CALIL II-26-2013 REWORK No. DATE DESCRIPTION REVISIONS r DATE DESCRIPTION —4 EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 STREET MIAMI, FL 33156 PHONE: (786) 239-1808 •�' �pUAA t E114GI PLUMBING PAGE 3 of 5 EPRE-CAST CONC. CONCRETE COPING RETENTION CURB. OR ALTERNATE COPING -0INTERLOCKING PAVERS ON COMPACTED SAND WATER LINE CLEAR COVER — FOR THICKNESS SEE NOTE # I WELL COMPACTED FILL FOR THICKNESS SEE NOTE # I I'-0.. RADIUS #3 @ 10" EA. WAY DEEP END SIDE $ 50TT. TYPICAL. STEEL TEXT FORM OR KRAFT BOARD TYPICAL WALL SECTION SCALE: 3/5" = 1 '-0" 18" to 24"MAX WATER LINE o ry r COLOR I I= I CONTRAST I TILE J Q J = I WWI 1 11= #YPICAL , qc SWIMOUT DETAIL NOT TO EXCEED 1 0% OF POOL PERIMTER SCALE: NTS 1 2" 1 2" I G" WATER LINE r -I Q STEEL TO RUN CONTINUOUS @ m G AREA OF STEPS FOR SPACING SEE TYP WALL SECTION THIS STEP A) (I 2" MAX). RISER HEIGHT MUST BE UNIFORM. B) ; 2" FROM THE UNIFORM RISER HT. C) CONTRASTING TILE AT EDGES. D) 2405Q IN. MINIMUM AREA OF FIRST STEP. TYPICAL STEPS DETAIL SCALE: NTS FLOTATION ANALY515. DECK LEVEL ELEVATION 9.G0' POOL DEPTH 5.53' LOW POINT POOL LEVEL 3.77' FLOOD CRITERIA 8.00 F.C. DEPTH LEVEL 4.23' LE55 HYDROVERTICAL -2.00 HYDR05TATIC UPLIFT 2.23' NOTE # I (POOL THICKNESS) PNEUMATICALLY PLACED CONIC. AT A MINIMUM OF 3,500 P51 TOP BOTT. WALL THICKNESS G. G" FLOOR THICKNESS 8" 8" SOIL BEARING CAPACITY 2000 P51' SOIL STATEMENT: PER VISUAL INSPECTION SOIL AT THI5 SITE REVEALS SAND AND UMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2000 F51'. AT TIME OF EXCAVATION A LETTER WILL BE SUBMITTED BY THE ENGINEER ATTESTING THAT THE SITE HAS BEEN EVALUATED AND THE SOIL CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. POOL SURFACE: 448 SQ IT. POOL PERIMETER: 9 2'-0" ®POOL PLAN SCALE: 3/32" = 1'-0" N DECK PLAN N SCALE: 3/32" = P-0" i i O 4 13'-8" MIN. 10"X24" RECTAN61-ULAR AREA CONTAINED IN IST STEP PER ANSI/N5PI-5 '03 6.2.1 e-a" O O n 4ge4m* GeniePools M i a m i F i a, i d a SWIMMING POOL NAME: &ASTON VIRKEL ADDRESS: 573 NE 102 STREET CITY: MIAMI SHORES, EL 33135 LOT: BLOCK: q3 5U5. MIAMI SHORES SEC 4 OWNER PHONE: (404) 402-6872 DRAWN BY: M.GALIL DATE: II-26-2013 REWORK No. DATE DESCRIPTION REVISIONS DATE DESCRIPTION r EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 STREET MIAMI, FL 33156 PHONE: (786) 239-1808 ..yyyy `� .••'••� ' q99 ��i %.�i; � S�;• Fly„' L • • �a • • • • Q. F •�. 1 . .� go AL M a ss't��� CONSTRUCTION PAGE 4 of 5 46'-0" LOAD CALCULATIONS GENERAL LIGHTING: 2,115 5.17. X 3 WATT5/5F + 3,000 WATT5= 9,345 WATT5 GENERAL APPLIANCES E WATER HEATER= 28,000 WATTS POOL PUMP AT 100% = 2,900 WATTS POOL LIGHT AT 100 % = 300 WATT5 TOTAL = 40,545 WATTS FIRST I OKw AT 100% = 10,000 WATTS REMAINDER 30,545 WATTS Q 40 % = 12,215 WATTS TOTAL LOAD Qa DEMAND FACTOR= 22,218 WATTS A/C OR HEATING AT 100% = 10,000 WATT5 TOTAL CONNECTED LOAD = 32,218 WATTS/ 240 VOLTS = 134 AMPS ELECTRICAL POOL EQUIPMENT INCLUDED I SALT CHLORINATOR YES 2 POOL HEATER NO 3 SPA HEATER N/A 4 POOL PUMP 1.5 HP 5 EXTRA POOL PUMP NO G POOL LIGHT 300 W 7 SPA LIGHT N/A JUNCTION BOX PRE- CAST COPING w 5-O" MIN. z_ w K � Q b 3 LINE .. / ~ 3GO'/4 POINT CONNECTION O #8 AWG COPPER BARE BONDING 18"-24" FROM POOL WALL 7 (BONDING POINTS TO BE TOP OF EQUIDISTANT AND CENTERED. FIXTURE SEE PLAN BELOW] I"PVC L— PLASTIC LIGHT NICHE (12 VOLT) BONDING AS SHOWN. EQUIVALENT TO REQUIREMENTS BY NEC G80.2G (SEE PLAN FOR LOCATION) UNDER WATER LAMP SECTION SCALE: NTS PUMP GRID EQ. POOL 18"-24" ATTACHMENT POINTS O w EQUIDISTANT BONDING GRID PLAN SCALE: NTS 10" JUNCTION BOX t PUMP SWITCH 300 W TRANSFORMER TIMER COMBINATION 0 JB ° U TC GFI RECEPTACLE G' MIN 20' MAX. FROM WATER LINE POOL PUMP 1.5 HP, 230V GFCIPROTECTED A5 PER G80.22B NEC TAMPER -RESISTANT NEC 40G. I I AND FBC(E) 403.9 2 # 12 THHN 2P 20 AMP 2# 12THHN 3#2/0THWCU. IF 15 AMP I # G THNN CU. GRND. I # 12 THHN CV GROUND IN 2' C. 200 A MAIN IXIST I D' METER COMBO MST. IXI5T 200 AJAO FPL PANEL SERVICE POO 5W LIGH2' RGC FROM POWER COMPANY TRANSFER PAD # 4 CONDUCTOR TO 20 FOOT T I # 4 W CU IN /4" # 4 W IN SECTION OF FOUNDATION STEEL TX 300 W TRANSFORMER I O'-0" DEEP GROUNDING # 5 FOUNDATION ROD - 5/8' DIAMETER REBAR MIN. 20 FT. LONG JB HOUSE CONCRETE FOUNDATION 300 W POOL LIGHT POOL ELECTRICAL SCHEMATIC A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC 2008. B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN I O' OF POOL'S WATER EDGE UNLESS IT 1 8' 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 #6 GROUND WIRE. NOTE: G80-25 (b) POOL LIGHTING FIXTURES AND RELATED EQUIPMENT SHALL BE CONNECTED TO (1) No 12. IT SHALL BE AN INSULATED COPPER CONDUCTOR AND SHALL BE INSTALLED WITH THE CIRCUIT CONDUCTOR IN PVC CONDUIT. SCALE: 3/ 1 G" = 1 '-0" MAIN DRAIN 5EE DETAIL THIS POOL 15 NOT INTENDED FOR DIVING P. GeniePools M i a m. F I o r i d a SWIMMING POOL NAME: 6A5TON VIRKEL ADDRESS: 5-75 NE 102 STREET CITY: MIAMI 5HORE5, FL 53155 LOT: BLOCK: 5UB. q3 MIAMI 5HORE5 5EG 4 OWNER PHONE: 404) 402-6812 DRAWN BY: DATE: M.GALIL 11-26-2015 REWORK No. DATE DESCRIPTION REVISIONS No. DATE DESCRIPTION EDUARDO BARRETO PROFESSIONAL ENGINEER P.E. LICENSE NO.69677 7355 SW 89 STREET %aaA4, ►433r uy % IONSA� f!*, �: QP••'�NSF'•.0 log ,ty: po,b _ I ELECTRICAL & POOL SECTION PAGE 5 of 5