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HomeMy WebLinkAboutPool Specifications• tv I i i OCR 17 201E pIRrAITTING St Lurie County, FL i i 1 i I 1 i I I i i i 1 3G5 L.F. OF PERIMETER FENCE WITH I (2) GATES I �I (fYP. OF 1) RE51 DENCE V-4" X 9'-4^, 30 DEEP FIRE - POOL INLETS PIT AREA WITH 2'X4' FIRE PIT W1 (TYP. OF 5) r MANUAL IGNITION PER PER J r—424.2.21 .5 i * 4'- 11'' GLO-BRJTE— LED LIGHT (TYP. OF 3) �o 0a LEANING LINE W. VAC LOCK PER 424.2.G.G 7X 75PA, PA15ED 8" FROM- 5UN5HELF W. (1) GLO-BRITE LED LIGHT, G THERAPY JETS, TILED INFINITY SPILLWAY, 1 .5 H.P. BLOWER, AND TILE BACK DECK = 2101 5.F. COVERED PATIO = 354 S.F. • 0 L N 9' G" DEEP 5UN5HELF WITH TILED EDGE, (2) LED BUBBLERS, (G) GLO-BRITE LED LIGHTS, AND UMBRELLA HOLE RE51DENCE A' V POOL 5PECINCATIONS SIZE: I G' X 3G' DEPTH: 3' TO 4'-1 1 ° PERIMETER: 104' L.F. AREA: 57G 5q-ft. VOLUME: 17,234 Gals. TURNOVER: PUMP 51ZE: INTELU-FLO (3050-V5) FILTER: CC-200 HEATER: 400K BTU GA5 LIGHT(5): (3) GLO-15RITE (LED) INLETS: 5 CLEANING LINE: YES BABY FENCE NO CONTROLLER: EASY TOUCH 4 INTEW-CHLOR: YE5(IC-40) POOL FINISH: PEBBLE PIN15H HANDHOLDS: NO 5WIMOUT 51ZE: NO DECK TYPE: STANDARD COPING: STANDARD TILE STEPS: YE5 POOL ENCLOSURE: NO 5PA SPECS 51ZE: PERIMETER: AREA: VOLUME: TURNOVER: PUMP SIZE: HEATER: LIGHT: (I ) THERAPY JETS: RA15ED: SPILLWAY 51ZE: AIR BLOWER: COPING: TILE BACK: ADDITIONAL NOTE5: 3G5 L.F. OF PERIMETER • ADD OVER -FLOW LINE FENCE WITH • UPGRADE TO LEVEL 2 CONCRETE (2) GATES PAVERS • G" DEEP 5UN5HELF WITH TILED EDGE, (G) GLO-BRITE LED LIGHTS, (2) LED BUBBLERS, AND UMBRELLA HOLES • 6-4" X 9'-4" FIRE PIT AREA -30 DEEP LANDSCAPE W1 25(4' LINEAR FIRE PIT AND DRAIN w • SCREEN PER TILE EDGE OF STEPS 2CODE • EASY TOUCH 4 AUTOMATION SYSTEM WITH IC-40 SALT SYSTEM EQUIPMENT • UPGRADE FINISH TO PEBBLE FINISH LOCATION • ADD AUTO -FILL CONFIGURATION I �A� MAY DIFFERF LE 6010pYT STANDARD PACIFIC HOMES - "RIVERBEND - LOT 14" SANJAY RESIDENCE 3050 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Proiect No: 16-0106 Date: 08-17-16 The concepts, drawings; designs, and logos represented in these sheets are the properly ofthe respective owners. Any reproduction of this information is with the express authorization ofthe owners. This information can only be used in work the owners have authorized and any reproduction is strictly prohibited without the express authorization ofthe respectimz owners. Written dimensions on these drawings shall have precedence over scale dimensions All construction shall be in accordance with the accepted Florida Building, Statue and Local C.'odes. 1Y1 r Y ENGINEERING INC. E. No 53` :" 0 STATE O a � �4 O RIQ ..,rN- 0� v °°���g®��9A**��.���'� MARK=$IUf:®ER P.E. LICENSE B53895 6810 North Sfate Road 7, Coconut Creek, FL 33073 Phone:954-617-8143 PAGE: 1 of 4 V GENERAL N01 FLORIDA BUILDING CODE 2014 5th EDITION, SWIMMING POOLS AND ALL A-PPPUCA13LE COUNTY AND CITY CODES SHALL GOVERN. I . F13C 2014 454.2.C. 1 CONFORMANCE STANDARD.- DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF AN5VNSPI 3 ANSVNSPI 4 AN5VN5PI 5 ANSVN5PI G AND AN511AFSP 7. 2. FBC 454.2.G.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED 50 THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM/5) FOR PRESSURE PIPING AND 8 FEET PER SECOND (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/5) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH AN51/ASSP 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT. 3. FBC 454.2.G.5 PIPING INSTALLATION_ ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION STANDARDS. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 4. FBC 454.2.G.0 ENTRAPMENT PROTECTION.- FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIPEMENTS OF AN51/APSP 7. 5. FBC 454.2.5 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.5.1 THROUGH 454.2.5.4. G. FBC 454.2.9 WATER SUPPLY.- UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15 INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH 13ACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED. 7. FBC 454.2.12.1 PRESSURE TEST: ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTttORITY, UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT L E55 THAN 35 POUNDS PER SQUARE INCH (PSI) (241 KPA) FOR 15 MINUTES. EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN TH15 SECTION. 8. FBC 454.2.14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 454.2.15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBC 454.2.1 G ELECTRICAL.- ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70, NATIONAL ELECTRIC CODE, ARTICLE G80. 1 1 . FBC 454.2,17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 454.2.17.1 THROUGH 454.2. 17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1 34G. 12. PIPING- PIPING SHALL BE SCH. 40 BEARING N.S.F. APPROVAL PER FBC 2014 _ R4101 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.5.T.M. G. 15 GRADE GO 14. SOILS- IN ACCORDANCE WITH FBC SECTION 1818. HVHZ BEARING CAPACITY OF SOIL; BASED UPON RATIONAL ANALYSIS AND KNOWN VALUES IN THE VICINITY, THE IN -PLACE BEARING CAPACITY OF THE SOIL BENEATH THE POOL AND RELATED STRUCTURES SHOWN WITHIN THESE PLAN5 I5 2000 P5F AFTER EXCAVATION AND COMPACTION IN ACCORDANCE WITH CURRENT EDITION OF FBC. SHOULD ANY MUCK, MARL OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE PEN40VED IN THEIR ENTIRETY. ALL CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION, STRUCTURAL ELEMENTS ARE DESIGNED WITH A REQUIRED BEARING CAPACITY OF 2000 P5F, UNL.E55 OTHERWISE SPECIFIED. 15. CONCRETE- POOL WALLS 4 FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 4,000 P.5.1. I C. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102° F. 17. POWER UNE5- OVERHEAD ELECTRICAL POWER UNE5 SHALL BE LOCATED A MIN. OF 1 O FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER UNE5 SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE G80. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE C80 19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DESIGN ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR SITE VISITS WITH RESPECT TO CONDITIONS AS THEY MAY EXIST AT THE SITE. THEREFORE, THE DESIGN ENGINEER 15 NOT RESPONSIBLE OF, AND ASSUMES NOT LIABILITY FOP, EXISTING STRUCTURES, INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCLUDES BUT 15 NOT LIMITED TO ENCOUNTERING THE FOLLOWING: 'WALL ANCHOR RODS 'FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER POLES 'BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER BELOW GROUND STRUCTURES 20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME COMPROMISED, THE CONTRACTOR SHALL IMMEDIATELY ENGAGE THE HOME OWNER IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE " WTTH RECOMMENDATIONS MADE BY THE DESIGN ENGINEER AND LOCAL BUILDING OFFICIAL THE CONTRACTOR AND OR HOMEOWNER SHALL SECURE THE STRUCTURE WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS: TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILES. 21. NOTE 1 - POOL LOCATION -THE DESIGNER AND THE ENGINEER A55UME NO • RESPONSIBILITY TO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT ENCROACHING INTO EASEMENTS, OR 5ETBACK5. 22_ NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPEMY OF THE SPECIFIED DESIGNER, ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT WRITTEN PERMISSION FROM THEM. �RI 5L0pE p WIRE, ALL AROUNDO OLID OLO PPER PEMMETER OVERFLOW yE 0 E I j8j- WITHIN 18°-24" FROM WATERS EDGESPA 0 � EQJ1� o�C AND 4°46° BELOW GRADE. JUMPER SHALL BE INSTALLED IN AT LEAST 4 LOCATIONS EQUALLY ° SPACED AROUND THE PERIMETER � OF THE POOL OR SPA W/APPROVED TERMINATION DEVICE FIN,I Z.� �o 2) #3 CONT. NI(Nyll Ep , 35,0 o ° AWG BARE SOLID COPPER BONDING JUMPER Z' 10 �1clCN #3 @ 12° O.C.E.W. \ MIN. 3" COVER (CENTER) 5TEELTEX FORM, MASONITE OR MIN. 1 /8" PLYWOOD #3 @ 12" O.C.E.W. BOTTOM CENTERED FOR DEPTHS UP TO C' DEEP. C° MINIMUM THICKNE55 TYPICAL WALL SECTION NOTE: 50LID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE 5AND501L UNDER A BRICK OR PAVER DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID: A) METALLIC PARTS, B) UNDERWATER LIGHTING, C) METAL FITTINGS, D) ELECTRICAL EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PARTS, I) METALLIC SURFACES OF ELECTRICAL EQUIPMENT. n L 36 1:7 5LOPE MAXIMUM CHAMPAGNE SPA SECTION, SLOPE IN I* WATERLINE TILE OPTIONAL (2) #3 CONT. (2) 8" ROUND MAINDRAIN5 WITH APPROVED GRATE SECURED WITH SCREWS PIPING 1 2" 4- I nu_N ?<nNruKL rL) CONCRETE SLAB PER F.B.C. 1520.3 NOTE: THE USE OF WHITE PUMP t PVC 15 PROHIBITED FILTER BASE HEATER MOTOR(5) (IF INDICATED) NOTE: - • ANCHOR BOLTS THROUGH BASE WITH 1-3/4° X 311 G' TAP CON SCREW OR 3/8" ANCHOR BOLT FOR POOL PUMP 4 FILTER • HEAT PUMP - (4) ANGLE BRACKETS, EA 2-112' IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONIC. WITH (1) 1-3/4° X IJ� TAP CON SCREW (OP J ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1) k 5ELF TAPPING SHEET METAL SCREW. • POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F • COMPLIANT WITH FLORIDA BUILDING CODE 2014 POOL EQUIPMENT ANCHORING MAIN DRAIN PER R4101.21.3—\ 'ORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LE55 THAN 8'-9 DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THI5 POOL 15 NOT DESIGNED POP DIVING. Q _� WATER LINE Z_ - 12V VAC LIGHTING NO NICHE OR BONDING REQUIRED GLO-BRITE LIGHT DETAIL UMBRELLA 5UN5HELF / 5TEP5 DETAIL WATERLINE TILE WATERLINE BRICK #3 STANDARD PACIFIC NODES - "RIVERBEND - LOT 14" SANJAY RESIDENCE 3050 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Project No: 16-0106 Date: 08-17-16 The concepts, drawings, designs, and logos represented in these sheets are the property ofthe respective owners. Any reproduction ofthis information is with the express authorization of the owners. This information can only be used in work the owners have authorized and any reproduction is smetlyprohibited without the express authorization of the respective owners. Written dimensions on these drawings shall have precedence over scale dimensions. All carutruction shall he in accordance with the accepted Florida Building, State, and Local Codes. IZA #3 @ 12° O.C.E.W " (SEE TYPICAL MW WALL SECTION) 5WIMOUT / BENCH DETAIL INC. CEiV,&O so N0 5 95 a ° m STATE �,P,90v fl� $A�%���,� MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Greek, FL 33073 Phone: 954-617-8143 LONGITUDINAL POOL SECTION A -A LONGITUDINAL POOL SECTION B-B PAGE: 2 of 4 APPROVED AN51-ASME 112. 1 9.8-2C BRAIN COVERS TO BE FA5TENED W. 5C"wv;-d ROCK BED WELL POINT PER P,4101.21.4 HYDROSTATIC VALVE 1 1/2" %.—PUMP SUCTION WELL POINT DETAIL MRi0 NCR GE 8" MAIN DRAIN WITH APPROVED COVER (AN5VA5ME 12.19.8-2014) (Addendum 8a-2014) A/ SEE PIPING SCHEMATIC FOR PIPE 51ZE MAIN DRAIN DETAIL I NOTE: AUTO FILL LOCATION TO BE DETERMINED IN FIELD v M HOSE 5155 HOUSE TEE 15ACKFLOW PREVENTER I BY PLUMBER I SHUT OFF VALVE BY PLUMBER I BY FOUNTAIN BLUE I I' STUB OUT POOL5 AUTO FILL TO POOL POOL AUTO WATERFILL DETAIL 2 �2 5UCTION OUTLET5 COVER/GRATE MUD )NFORM TO MOST RECENT EDITION OF ASME/ANL. ; 1 2. 1 9.8 WATERWAY G40- 18xx V (1 53 GPM MAX. - FLOOR THRU GRATE @ 2.72 ft/sec) (9G GPM MAX - WALL THRU GRATE @ 1.73 ft/5ec) 8" ANTI -ENTRAPMENT SUCTION OUTLET COVER $ FRAME MAIN DRAIN 3'-O' 5UCTION LINE TIED TO PUMP TOGETHER AS 5HOWN 0 (PIPE SIZE PER PLAN) BRANCH PIPE 975° 1 1.83 SQUARE INCH OPEN AREA k0-0 00 IERGY EFFICIENCY COMPLIANCE ANSIIAPSP-15 AND FBC )OL CAPACITY: 17234 GALLONS IRNOVER RATE: 48 GPM AT LOW SPEED (MIN. 36) IRNOVER HOURS: 6.0 HOURS %X. FILTR. FLOW RATE: 48 DEFAULT SET JX LOAD: BUBBLERS LTER: ICARTRIDGE kRIABLE SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT NE COMPLETE FILTRATION IN 6 HRS. MIN.) WHEN NO AUX. POOL LOADS ARE DERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY /ERRIDE CAPABILITY FOR SERVICING MAX SYSTEM FLOW RATE: 146 MFU: PENTAIR TYPE: VARIABLE SPEED MODEL: INTELIFLO VS 3050 CURVE "A": 18 GPM @ 850 APSP DATABASE CURVE "C": 25 GPM (a) 850 APSP DATABASE AD LOWEST HEAD ON PUMP CURVE UC. BRANCH: 4 @ 3.68 FPS (MAX 6 FPS) SUC. TRUNK: 3 @ 6.34 FPS (MAX 8 FPS) RETURN: 2.5 (a 9.78 FPS (MAX 10 FP: POOUSPA PIPING SCHEMATICS l,- 0 'all I FLpl - 01� NE�PIg I Og 9 G Poor 424.2. 14.5 RELIEF VALVE: A PRESSURE REUEF VALVE SHALL BE INSTALLED ON THE 015CHAKGE SIDE OF THE WATER HEATING EQUIPMENT It41, i l ' � 1+ � 1 I ' 4 •� � E I i �.. t I I l r ff.1 f j 1iF°ti f;( I �*a 1 I 11: t'° I;I t;i � gf'I•'' r iI '. (C ,. f I t. f} � i Fa[tmY i.wtr3 S,•rexdf 7117 Rh: 7f,' 11 _ 1. lt0 I SCd RT' d t 1 1 T io R, STANDARD PACIFIC HOMES - "RIVERBEND - LOT 14" SANJAY RESIDENCE 3050 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Project No: 16-0106 Date: 08-17-16 The concepts, drmvings, designs and logos represented or these sheets are the property ofthe respective owners. Any reproduction of this information is with the express authorization ofthe owners. This trrformation can only be used in work the owners have authorized and any reproduction is strictly prohibited without the express authorization ofthe respective owners. Written dimensions on these gQ 6 {00 110 (40 , , isr3 ` drawings shall have precedence overscale dimensions. Al! construction shall be in :• tiGar Rare tfi L1S Ci'Pl accordance with the accepted Florida Building, StatA and Local Codes. REVISIONS As per NEC 680.26 (8) (1) Equipotential Bonding - Poured concrete, pneumatically applied or sprayed concrete, and concrete block with painted or plastered coatings shall all be considered conductive materials due nA1j�r to water permeability and porosity. dye y � ENGINEERING INC. 3-;t12 IN I/2 COND. WP MANUAL STARTER SWITCH (TYP) ° ��,1,�Q;E1➢ll99dga33© opr TO SERVICE AIR BLOWER j� CHLORINATORri WP GFI I O' TO 20' SWITCH SPST TOGGLE L.-(ul FROM WATER e 348 IN I" COND. HEATER Q. 48° MINONE IN. PUMP POOL DECK I g^ MOTOR(5) LEVEL MIN. 4 (2)300W tBU NCTION 12 VOLT 18" MIPI. OX(E5) TRANSFORMER BELOW 341 2 IN 1/2 COND. WATER } I ^ NON-CORRO51VE NOTE: ALL ELECTRICAL SHALL CONFORM COND. W. N.E.C. ART. G80. GFCI- PER (9)_GLO-BRITE(LED) MANUFACTURES SPECIFICATIONS POOL_UGHT5 LOW WATER CUT OFF DEVICE5 IN POOL AREA GROUND ALL ELECTRICAL DIAGRAM BOXES. w: LIGHT, MOTOR. IV &i�,�.Q a' °® N0 53 ®ma's m o e STATE • oao� T4 O R ,'D V-.- �� 6810 North State Road 7, Coconut Creek, FL33073 Phone: 954-617-8143 PAGE: 3 of 4 ate- � ! �--•--•----.._..—•--••------.._.._.._. s �,._..--------•--•—•--•---._.._.._.._.._.._ i L.._.._.._.._..——._.._..— — ——.._........ ...... — — — — — i i i POOL INLET5 (TYP. OF 5) PER PER .424.2.21.5 8'-4" X 9'-4", 3G" DEEP FIRE - PIT AREA WITH 2'X4' FIRE PIT W1 r— MANUAL IGNITION ............. J j �--1-♦ 4'-1 I 1 u � 1 i j GLO-BRITE I j LED LIGHT _ _ _ _ i a�1' •J 1 I 1 1 I� i 1 I j t'__ 1 a g ti II C , it I ! 1 I 1 u 11 ; 11 , ! 1 CLEANING LINE W. 2" a ° Iljl ! 1.1 ; ! 1 ! i VAC LOCK PER _� " ! ,ill ; 1 424.2.G.G j i 01 i I 1 I.1 i 01 i i i 3 i ii!1 I j SKIMMER 1 " �1 ♦_T—♦ a. II!I 1 ; ; (rYP. OF 1) , ! r id j i! li I i',I I Ijld rE .4!•1 ,! 1 i;{1 1 I IL I _ L----------- —_—___ __------------- ! 7' X 7' 5PA, RA15ED & FROM G" DEEP 5UN5HELF WITH TILED ! 5UN5HELF W. (1) GLO-BRITE LED EDGE, (2) LED BUBBLER5, (G) ! LIGHT, G THERAPY JET5, TILED GLO-13R1TE LED LIGHT5, AND INFINITY SPILLWAY, 1.5 H.P. UMBRELLA HOLE i I I BLOWER, AND TILE BACK T DECK = 3G5 L.F. OF ! 7/ 2 1 O 1 S.F. PERIMETER7/7 FENCE WITH I (2) GATES --\ I RESIDENCE COVERED PATIO = 354 S.F. RESIDENCE STANDARD PACIFIC HOMES - "RIVERBEND - LOT 14" SANJAY RESIDENCE 3050 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Project No: 1"106 Date: 08-17-16 The concepts, dnnvings, designs, and logos represented in these sheets are the property ofthe respective owners. Any reproduction of this information is with the express ardhonzation of the owners This information can only be used in work the owners have authorized and any reproduction is strictlyprohibited without the express authorization of the respective owners. Written dimensions on these drawings shall haveprecedence over scale 1 dimensions. AU construction shall be in accordance with the accepted Florida Building Sram and Local codes. REVISIONS Mw ENGINEERING INC. FILEICN mwwT' %A%®%%geEsed�,®r�� VF .a B° 'L' LAND5CAPE SCREEN PER CODE w EQUIPMENT LOCATION CONFIGURATION MAY DIFFER �%' C E N e 1V0 5 3 5 aQ STATE 0 o aR 0 O a'' ice+', �00 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 95"17-8143 j PAGE: 4 of 4