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94 NE 93 St (5)LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE C ....CALCULATED Cl CLEAR ENC .. ENCROACHMENT FIP FOUND IRON PIPE P. 0 B. O.H.. . OVER MANG P.8.... PLAT BOOK M .. . Prl. ..PROPERTY LINE CONC UP UTILITY POLE F.D. . A/C .... AIR CONDITIONING C.8 CATCH BASIN CENTER LINE POINT OF CURVATURE POINT OF BEGINNING WATER METER MEASURED CONCRETE FOUND CERTIFY TO; William & Daniel Sera Tri County Florida Title Company Attorneys' Title Insurance Fund, Inc. CBS ... CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE 9.0.0... POINT OF COMMENCEMENT BLDG .. BUILDING C.H CHORD DISTANCE D.E DRAINAGE EASEMENT F.H.. FIRE HYDRANT R RADIUS LEGAL DESCRIPTION: Lot: 1 di 2 Block: 2 Subdivision: Amended Plat Of Miami Shores Section No. 1 According to the Plat thereof as recorded in Plat Book: 10 Page: 70 Public Records of MIAMI -DADE County, Florida. ADDRESS: 94 NE 93 STREET MIAMI SHORES, FL 33138 Encroachments Noted: CUE LOCATION SKEW� SCALE N . 5 L NOTES: A) Al Clearances andlor encroschments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) The Issue of this survey Is only for the exclusive and specific use of thole person*, parties or institutions shown In the certiflcatlon. Any other intended use w111 require wrKLn approval from the Certifying surveyor or firm. C) Cods restriction and Otto search we not reflected on this survey. D) The flood Information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not creels liability on the part of the firm, any officer or employee thereof, for any damage that results horn reliance on said information. E1 The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or Implied. Fi Underground Encroachments, If any, not located. I hereby certify that the siaryty reprclented hereon meets IM mTnlmum techniiijutan• dank set 15n1i by, t :ra Boaidd land Surveyors chapter It D17•9 FW ric f,)ja,,v. 4stretive Code pursuaistlp So tI 472.OrttLS;]cut ►s. 3U PittlEA,. .#4858 b ATE Of FLORIDA. NCT VALID UNLESS LARKINTED WITH AN EMSOSSEia SURVEYORS'S SEAL NOTE$• 1 IF SHOWN BEAkI:Ji ARE TO AN ASSUMED MERIDIANAEY PLAT). 2 IF SHOWN, ELEYAT IONS ARE REFERRED N G V D 1929 3 THIS IS A BWNCARY SURVEY x/ / 93 1 s -7--- NGVD ... NATIONAL GEODETIC VEF IC IL DATUM PRC ... POINT OF REVERSE CURVA I J• RAD ... RADIAL RAM ...RIGHT OF WAY SEC ... SECTION SCR... SCREENED S.IP SET IRON PIPE SWK ...SIDEWALK V.E. UTIUTY EASEMENT DATE FIELD WORK 08/31 /2001 Sheet 1 of FLOOD ZONE: X THIS I5 A FLOOD AZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO. :. 93/J COMMUNITY #: 120652 DATE OF FIRM: 07/17/1995 BASE FLOOD: N/A FINISH FLOOR: N/A LOWEST N/A ADJ GRADE THOMAS ;I', KELLY, INC. L. B. Ot6486 SURVEYORS -MAI P ERS -LAND PLANNERS 333 PALERMO AVENUE :ORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DAD: =AX (954) 779 -3260 BRWD FAX SCALE SURVEY NO. 1" = N;(,5, 01 -3835 (of w bt,t, 0 ' h 16. ' 31'49 w all 1HE ma 29.5 ta i n X06. 60 ''04) (a) _.. _ PA 0/A46 DATE FELD \VORIC 1131'141 .5L1-GT 2 OF 2 SCaLE - 26' 1 ©V { Y 3 NO S TUoMAS .1 VC.LLY. INC. LB. p 5 485 5LIZVEYOR.5 -MAX: F c 5- -LA(VD PLANNLR.5 333 PAL&R* AV ! :OQAL. � Ai'LEA fLORVA 33434 (305) 444 -7692 DADS (95 i 9 e42-VP (305) 441-6494 FAx 11 12 GENERAL NOTES AND CONDITIONS ALL FLOOR & WALLS OF PtOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. ALL REINF. STEEL TO CON ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOIN IN ALL CASES, THE POOL CI ORM TO A.S.T.M. A615 GRADE 60. S. ONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMrNT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPAR D FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE pO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONT CTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRI R TO CONSTRUCTION. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL EGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 ., AND F.!.C. CHAPT424.2.17.1 - 10 WHERE POOLS ABUT OR AiZE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CA E SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, OT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE S PPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR 11EPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHR INSTRUCTIONS. THE CONTRACTOR SHALL pACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE ISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE F ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK YERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS M IMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL 1ECTION DO NOT APPLY, DECK DESIGN SHALL BE BY OTHERS. DO NOT DRAIN POOL UNDR HIGH GROUND WATER OR STORM CONDITIONS. WARNING! DO NOT EMPTI( POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. 1YDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO TH STRUCTURAL INTEGRITY OF THE POOL. THIS PLAN REMAINS THE ROPERTY OF THE DESIGN ENGINEERS. 13 IT IS NOT TRANSFERABLE FROtpI ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., 2002 EDITION , AND 680 N.E.C., 2002 EDITION. ALL BOND WIRES SHALL Br PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FCIR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POO. LIGHT TO A TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA IN ADDITION TO ALL METAL DOORS, WINDOWS CONTAINING METAL WITHI WATER'S EDGE, SHALL AL SCREENED ENCLOSURES, OR OTHERS ITEMS 4 A DISTANCE OF 5 FEET FROM THE POOL 0 BE GROUNDED. 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP (OTOR CASING. 16 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, 2001 EDITION. 17 POOL WATER DISPOSAL T BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, 2001 EDITION. 18 TEMPERATURE OF SPA W TER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 19 ALL TREADS SHALL HAVE LIP- RESISTING SURFACES PER ANSI /NSPI -5 -2003. 6.1. 20 ACCESS GATE REQUIREM NTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 30-03: - GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING DEVICE, 54" ABOVE FINISH GRADE ELEVATION, - THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. - GATES SHALL OPEN OU ARD AWAY FROM POOL. • THE GATE SHALL HAVE 0 OPENINGS GREATER THAN Z" WITHIN 18" OF THE RELEASE MECHANI 21 THIS POOL HAS BEEN D4GNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDINr CODE, SECTION 424. M. POOL DATA CHART POOL SPECIFICATIONS: Pool Shape: AS SHOWN Maximum Length (FT): 30.0 Maximum Width (FT): 15 Deep End (FT): 5' Shallow End (FT): 3' Pool Area(SF): 450 Pool Perimeter(LF): 90 Pool Volume (GAL): 13,500 Turnover Rate(HR): 3.0 HR Interior Finish: DIAMOND BRITE Waterline Tile: 6" Tile on Steps: YES Tile on Swimout: YES Coping: KEYSTONE Pump Size (HP): 1.5 HP Filter System: CARTRIDGE Filter Size (SF):200 Inlets: 4 Maindrains: 2 2" Vacuum Line w/ Safety Lock: ONE Automatic Surface Skimmer: ONE Underwater Safety Light: 300 W, 12 V Electrical Pool Hookup: BY CONTRACTOR Patio Finish: KEYSTONE OVER SPM o Size (SF): 600 SF Deck Drains (LF): NONE Fence: AS SHOWN Pool Miscellaneous Items: 1. 18" RAISED WALL W/48" SHEER DESCENT 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL CENTER OF FLORIDA POOL REQUIREMENTS: SELF - CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON- CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE e � WITH A 4' FENCE ENT e� � `va� OWNER'S PROS €YER WATER \ =25.0' 106.60' 44'— 8" 55' -5" IST.5 F NCE EXIST.,' WD. FENCE W /GATE SEE NOTE #2r • 4�w — a — // t�- 2" DRAINAGE° W ELL EXIST, WATER ! c LINE I N • • SWIMMING POOL POOL DECK EXISTING ONE STY CBS RESIDENCE N.E 93 STREET / / EXIST. C.B.S. WALL SITE PLAN 1 " = 20' -0" Zoning pp A oved EXIST. SANITARY/ LINE TO EXIST.SEPTIC TANK AND EXIST. DRAINFIELD EXIST. UNDERGROUND POWER SERVICE EXIST. ELECTRIC METER POOL EQUIPMENT PAD EXIST. 200 A HOUSE PANEL EXIST. 6' WD. FENCE W /GATE SEE NOTE #21 AO e/ f/ei/PA / Ad a � el/ a of Florida, Inc. 11260 NW 14th STREET PLANTATION, FLORIDA 33323 PH. 954 -424 -0134 r z <81 g F.a r 72- 8z O a Vo a� U' > , za i Z ;cgs U 2 0 ZQ 2 js r)O sw 0-40r„ a� 0 LL ec W 0 m 1-- W Z w Q w 4 w J zw C Z co POOL DECK --0- 9.00' (5 10' -10" N 5' -0" DEEP 3' -0" SWIMMING POOL 3' -0" DEEP 15' -0" 15' -0 7 +10.50' TOP OF WALL 48" SHEER DESCENT SWIMOUT 4 SP -4 / / / / /// /ALL DOOR & WINDOW ALARMS PER FBC SECTION 424 EXISTING RESIDENCE 1 GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. POOL EQUIP PAD L_ L aai glut/ of Florida, Inc. 11260 NW 14th STREET PLANTATION, FLORIDA 33323 PH. 954 -424 -0134 r CL w 0 w 0 W z U W 0 0 Z CD 0 re N �. J r' PIPING LEGEND I.D. No. 1 DESCRIPTION SIZE ® PLAN LEGEND ® POOL MAIN DRAIN LINE 2 ® VACUUM LINE 2 PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOCITY 10 F.P.S. 2" ® POOL RETURN LINE 1 1/2" _ _ _ PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. — • • — PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ® ANTI - VORTEXR ENTRAPMENT MAIN DRAIN ASSEMBLY T 2" VACUUM FITTING WITH VAC LOCK COVER p �3 TOP LOADING NSF APPROVED SURFACE SKIMMER i 1 1/2" ADJUSTABLE EYEBALL RETURN FITTING SHEER DESCENT WATERFALL 1 1 PIPING LEGEND I.D. No. 1 DESCRIPTION SIZE ® SHEER DESCENT LINE 2" ® POOL MAIN DRAIN LINE 2 ® VACUUM LINE 2 ® I SKIMMER LINE 2" ® POOL RETURN LINE 1 1/2" 1 1/2" ANTI ENTRAPMENT VENT LINE IN PLANTER MAX POOL PUMP (1.5 HP) 1 WASTE 6 SP-4 200 SF CARTRIDGE FILTER FLOW DIAGRAM SPA (1) PUMP SYSTEM N.T.S. PIPING PLAN 1/4 " =1' -0" POOL EQUIP PAD SPILLWAY LIP ■iot- 1" WATER FEATURE SUPPLY PIPE SAME OTHER SIDE 111111 iii PI 1" DIA SHEER DESCENT ISOMETRIC N.T.S 1/2" SHEER DESCENT 36" , 1/2" 1" DIA. cv SHEER DESCENT PLAN N.T.S 2 1/2" X 3 1/2" DEEP NOTCH TOP OF BEAM a w 1- Jfk ii of Florida, Inc. 11260 NW 14th STREET PLANTATION, FLORIDA 33323 PH. 954 -424 -0134 w 0 J 03 w F 0 T -- 0 z 03 0 W J J Oct *m � 0 ■ PIPE SIZE PRESSURE FLOW CAPACITY (10FPS) SUCTION FLOW CAPACITY(8FPS) in o in o Cr, 60 gpm 100 gpm 150 gpm 220 gpm 49 80 110 180 gpm gpm gpm gpm PUMPING FLOW RATES @ 60 TJH 3/4 hp = 55 gpm 1.0 HP = 75gpm 1.5 HP= 90gpm 2.0 HP = 95 gpm 2.5 HP = 115gpm 3.0 HP = 140gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP VENT PIPE MAX. LENGTH FLOW HP RATE VENT SIZES MAX LENGTH 3/4 55 gpm 1 75 gpm 1,5 90gpm 2 95 gpm 2.5 115 gpm 3 140 gpm AN AN SAN AN AN AN 29 Li 40 L 49Lf 51 L 62 LI 76 LF -Vent is designed to evacuate suction in C sec. or less per FBC 424 -This safety vacuum relief system is a non. mechanical vent system that will limit the transmission of suction at the outlet to a maximum of 4.5" of mercury. KEYSTONE ON SAND BULLNOSE BRICK WATERLINE 6" GLAZED CERAMIC TILE RETURN FITTINGS DIAMOND BRITE 3" CLR. POO I WALL SECTION SCALE: 1/2"- ANTI - VORTEX M.D. ASSEMBLY W/ HYDROSTATIC VALVE 25' - 0" #3 @ 9" HORIZONTAL #3 @ 9" VERTICAL NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTCRETE OR GUNITE #3 @ 9" CIC, CENTER STEEL IN FLOOR. WATER LEVEL TILE SKIMMER THROAT 8" CLEAR AIR GAP EQUALIZER FTG. W/ GRATED END (HAYWARD SP -1019) 0 cn WATERLINE OF POOL LOPE lma) 5' -0" POOL PROFILE DETAIL N.T.S. STATIC POOL W.L. POOL STAIR DETAIL SCALE: 1/2"- ANTI - VORTEX MAIN DRAIN ASSEMBLY 3' - 0" MINIMUM FACE TO FACE HYDROSTATIC VALVE 1 1/2" VENT LIN E 2" PUMP SUCTION POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S. 1 1/2" PVC PIPE VENT LINE I . + BOTTOM OF SLAB EL. +3.1T POOL WATER LEVEL 0 in 0 4- TOP OF POOL WALL EL. + 9.00' © ANTI - ENTRAPMENT VENT LINE DETAIL N.T.S. mum SP 1078 FLAPPER VALVE � 4' ASSEMBLY AND SELF RELEASING SPRING LOADED CHECK VALVE 2 -45 ELS. IMPS . III POOL SKIMMER DETAIL N.T.S. TO FILTER PUMP 2 EQUALIZER POOL WATER LEVEL SLIP - RESISTANT CONTRASTING TILE NOSING ON LEADING EDGE JUNCTION BOXES (G) ELECTRICAL PANEL WATER CIRCULATING EQUIPMENT 1' -6" POOL SWIMOUT & () SHEER DESCENT DETAIL SCALE: 1/2 " =1' -0" TIMER 20A SW EXIST. 200 A PANEL FILTER PUMP MOTOR FORMING SHELLS POOL & DECK REINFORCING STEEL 3 #12- 11/2 "C 1P /15A 15A G Fl RECPT. 15A Sw DIVING BOARDS DECK DRAINS POOL LIGHT GROUND WATER FIXED METAL <= 5 FT BAR HEATER (G) FROM WATER EDGE COMMON BONDING GRID DETAIL N.T.S. COMMON BONDING GRID PERMITTED TO BE: . STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER . WALL OF BOLTED OR WELDED METAL POOL. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER #3 @ 8" HORIZ. #4 @ 8" ERT. CENTER STEEL IN WALL(RAISED WALL ONLY) 3 #12 -1/2 "C 2P /20A 14/3 SJT -1 "C INTEGRAL W/ FIXTURE LADDERS FENCE METAL DOOR FRAMES, ETC, < 5 FT FROM WATER EDGE POOL COVER MOTOR 48" SHEER DESCENT $ EL. +9.00' TOP OF POOL COPING HANDHOLDS EXIST. GROUND EXIST. METER CAN EXIST. FPL SERVICE POOL ELECTRICAL SCHEMATIC N.T.S. ;OPTIONAL) HEATER OR HEAT PUMP (4) 5/8' DIAM. x 4" HILTI KWIK BOLTS (4) 1 /2' DIAM. x 3' HILTI KWIK BOLTS WATER PROOF JUNCTION BOX. 48" CLR POOL LIGHT ®WET NICHE LIGHT DETAIL N.T.S. WATER LEVEL REAR WALL ELEVATION SCALE: 1/2 " =1' -0" GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. FILTER/ PUMP / HEATER ANCHORAGE DETAIL N.T.S. STAKE 12 VOLT TRANS- FORMER BOX SUB -PANEL 1" PVC COND. CLAMP EL. + 10.50' TOP OF WALL POOL PUMP 1AT100 % POOL LIGHT AT 100 % = FILTER PUMP 6' THICK CONCRETE EQUIPMENT PAD 14/3 SJT W -A DBL INS. W/P LIGHT CORD GND. LUG IN NICHE COAT LUGS W/ APPROVED 3M SILICON POTTING #8 CU GND WIRE INSULATED LOAD CALCULATIONS GEN. LIGHTING: 1967 SF x 3 WATTS/SF= 5,901 WATTS + 3000 WATTS = 8,901 WATTS GEN. APPLIANCES & WATER HEATER= 28,000 WATTS SUB - TOTAL= 36,901 WATTS 1,900 WATTS 300 WATTS SUB - TOTAL= 2200 WATTS TOTAL= 39,101 WATTS FIRST 10 KW AT 100 %- 10,000 WATTS REMAINDER 29,101 WATTS @ 40 %= 11,640 WATTS TOTAL LOAD @ DEMAND FACTOR= 21,640 WATTS NC OR HEATING AT 100 %= 10,000 WATTS TOTAL CONNECTED LOAD= 31,640 WATTS /240 VOLTS= 131,8 AMPS Piee (goat F e.9 of Florida, Inc. 11260 NW 14th STREET PLANTATION, FLORIDA 33323 PH. 954 -424 -0134 CC LiJ 0 CO O W p 0 z 0 CO Z O a J of 71. 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