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HomeMy WebLinkAboutPOOL DETAILSU 30'-0" 26'-B" WATER LINE 11° SLOPE 1 L- MAX. (TYP.) 7 M in 3,4„ -j1 3 MAX. 11 ° SLOPE MAIN DRAIN J MAX. (TYP.) LOCATION LONGITUDINAL POOL SECTION N T.S. Determine Minimum System Flow Rate: (35 gpm per Skimmer) 1. Pool Volume Calculation: 420 ft' (Surf Area) x 4,75 ft (Avg. Depth) x _7.48 gal/ft3= _14,923 gel i 12. Determine Flow Rate: 14,923 gal / 360 min = 41.45 gpm + 0 gpm = 41.45 gpm (Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow) I. i 3. Trunk Return RetuPipi gto be pes. Not Exceed keep velocity at 8fps max. at ,_82 gpm __Maximum System Flow Rate System Flow Rate Must Not Exceed Flow Rate for Main Dram Cover (See Detail at Right} Pump Model: FHPVSI.0 H.P.: 1,OHP Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed. Filter Make: CS 100 Size: 100 Filter min. area based on 6 ffir turnover flow rate (pool flow rate calculated above) Divide gpm by the following factors: Cartridge - 0.375, Sand-15 or D.E. - 2 Time Controller Make: Intermatic Model: PE 35300 POOL RETURN PIPING - POOL TRUNK PIPING POOL EQUIPMENT Pipe Size 8 fps (in.) GPM Loss (ft/ft) 1.0 21 0.23 1.5 50 0.14 2.0 82 0.10 2.5 117 0.09 3.0 181 0.07 4.0 313 0.05 6.0 712 0.03 POOL EQUIPMENT LIST LIGHT: (2) SAVI SOL LED COLOR LIGHTS TRANSFORMER: (1) 300 W TRANSFORMER JUNCTION BOX: STANDARD JBOX SKIMMER: 2" AUTOMATIC 2 PORT MAIN DRAIN: CHANNEL DRAIN HYDRO JETS: NONE RETURNS: (3) THREE VACUUM LINE: (1)VAC LINE CHLORINATOR: DANDY TRUE CLEAR SALT FILTER: JANDY CS 100 PUMP: JANDY 1.OHP VARIABLE SPEED DIGITAL PUMP HEATER: NONE TIMER: STANDARD DECK TYPE: CONCRETE TOPPED AND STAINED DECK SQFT 760 SOFT EXISTING SOFT: 80 SQFT COPING: CAPSTONE DECK DRAIN: STANDARD 48'-0" SUNSHELF: YES WITH UMBRELLA SLEEVE Owner: BABCOCK PROJECT State: FL Address: 3120 YELLOWSTONE CIR Zip: 34945 City: FT. PIERCE Dh.. 1Lq�12-oza6 ST4BY UNTY BUISIO D FOE REVIEWED DATE PLERMITMUST N JOB RNO INSPLL BE ADE I / THESE PLANS AND ALL PROPOSED WOF(fS ARE SU€ JECT TO ANY CORRECTIONS REQUIRED UY FIELD INSPECTORS THAT IWAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICACLE CODES. CONCFALED FASTENER$ OR ATTACHMENTS 4RE THE RESPONSIBILITY OF THE CONTACTOR OF RECO RD jaw I NOTE: LAYOUT PROVIDED BY CONTRACTOR GRATE TO BE ATTACHED HYDROSTATIC\\\\ WITH SCREWS LINE l2)r " \ '�- 3/4" ROCK BED (MIN 3YDS. LoRr/1MnvE ROCK TO STABILIZE SOIL) WELL POINTTHREADED GRATE AND WELL POINT LINE FROM PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING WELLPOINT N.T.S. VS-FHP1.0 PERFORMANCE CURVES POOL PUMP CURVE NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. SELECTED EQUIPMENT CALCULATIONS N.T.S. SCALE: 1/4" = V 4" THICK CONCRETE SLAB 6x6 - W1.4/W1.4 WWM OR FIBERMESH 1:3 MAX. SLOPE DECK WIDTH VARIES W/ EXISTING SOILS COMPACTED TO 95% MAX. COMPACTION - 6" WATERLINE TILE 8 a,; 2-#3 BARS AT TOP :• .._.. .._ - _.._'.- TIED TO VERT. STEEL O Z 8„ •,- 2wZ U w WIDTH VARIES FROM 4" -6" of W J #5 BAR W/ OVERLAP AT > = o END OF REBAR .0 z 0 ao NOTES: 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS `' PLASTER FINISH, REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET GEM COAT OR FROM EDGE OF PAVEMENT EQUIVALENT 2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE - STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, R INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED, PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE SHALL TAKE PRECEDENCE OVER THIS DESIGN. • - 3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. HOWEVER, FOOTER MUST STILL BE CONCRETE IN DIMENSIONS AND REINFORCEMENTS DEPICTED STEEL TEX. OR 4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER 6" EQUIVALENT WALL OPTIONS TABLE BELOW - #3 BARS @ 12" O.C. EW. CENTERED IN CONCRETE TYPICAL WALL AND DECK SECTION (MAX. 6' HEIGHT) N.T.S. VERT. REINFORCEMENT MAXIMUM WALL HEIGHTS #3 BARS @ 12" O.C. N/A N/A N/A 6'- 6" #3 BARS @ 9" O.C. N/A N/A 6'- 6" T - 0" #3 BARS @8"O.C. 6'-6" 7'-T 7'-6" #3 BARS @3"O.C, T-6" 8'-0.. 8'-61, REQ. WALL THICKNESS 4" THICK 5" THICK 6" THICK 8" THICK HORIZ. REINFORCEMENT #3 BARS @ 12" O.C.. #3 BARS @ 12" O.C. #3 BARS @ 9" O.C. #3 BARS @ 6" O,C. ALTERNATE WALL OPTIONS (WALL HEIGHT GREATER THAN 6') N.T.S. IFV O STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) POOLDECK CONNECT #8 BARE AWG COPPER WITH APPROVED ••. BOND CLAMP 6" MAX. -.- MIN. #8 BARE AWG COPPER AROUND PERIMETER OF POOL 18"-24" MIN. FOUR (4) CONNECTIONS (ONE CONNECT PERIMETER EACH SIDE) W/ #8 BARE GROUND WIRE TO "• AWG COPPER W/ _ GROUND SYSTEM APPROVED CLAMPS CONNECT #8 BARE AWG COPPER WITH APPROVED BOND CLAMP LIGHT NICHE NOTE: BONDING PER 250.8 AND 680.26(B) OF NFPA 70, NATIONAL ELECTRICAL CODE. EQUIPOTENTIAL BONDING GRID DETAIL N I S WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM MAIN RETURN LINE W/PRESSURE GAGE AND AIR RELEASE VALVE Z ¢�2 ¢ Q= w w , OJ O� O, O O ry o f a f a •; O LEGEND pQ CHECK VALVE POOL N 2-WAY VALVE y FLOW DIRECTION i j w w <a z y OV U O7 IF N a�if IF IF N NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. WP MANUAL STARTER SWITCH (TYP.) -- 3 - #12 WIRES IN 3/4" CONDUIT o- ► TO PUMP �► TO PUMP 2 (IF APPLICABLE) TO ELEC. SERVICE VIA WATER PROOF PANEL - F TO BLOWER (IF APPLICABLE) G.F.I. NO MORE THAN 20' FROM POOL mi TO HEATER (IF APPLICABLE) EDGE AND NOT WITHIN 10' OF POOL EDGE 3 #8 WIRES IN 1" CONDUIT JUNCTION BOX 3 - #12 WIRES IN 3/4" CONDUIT 48' MIN. ` SPST TOGGLE SWITCH WATERLINE •'". , 12V TRANS. 18" MIN. 8 MIN : -- 1" NON -CORROSIVE CONDUIT i 12V LIGHT W/ POOL WALL AND DECK LOW WATER (SEE TYPICAL SECTION) CUTOFF DEVICE ELECTRICAL DIAGRAM N.T.S. SEE TYPICAL WALL SECTION -� " • - FOR REINFORCEMENT NOTE: ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FOR THE TOP AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT, STAIRS DETAIL N.T.S 6, - 9, 0_- 33' ANGLE OF REPOSE = 1.5:1 8" THICK WALL W/#3 BARS (2 6" O.C.E,W, 6" THICK WALL W/ #3 REBAF 5" THICK W NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS OUTSIDE OF THE ANGLE OF REPOSE ANGLE OF REPOSE N.T S vx. IX. UX. GENERALNOTES 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28 DAY STRENGTH OF 2500 PSI. 1 REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 3, PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. 4, POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL SACKFUL. SHALL BE COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 FEE. ALL UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS. 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. 6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS. B. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET FROM OPEN WATER. 9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. 10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN. NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. 11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO 61 rn PAVEMENT DESIGN. I a m 2. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. •-+ 3. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH W 'I ::�' G EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. p 4. BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT. I C71 HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR ❑ MAINTENANCE IN ORDER TO PREVENT FAILURE. :A 1 WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3 1 POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 SKIMMERS TO COMPLY WITH FBC 2017-4501.21.2 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE. 20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501 21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS > REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO O o REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS N CONSTRUCTION Ow ^U a IS THE PUMP MOTOR USED TO FILTER WATER? IV HE°' NO CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO POLE OR CAPACITOR CIRCULATION WITHOUT START -INDUCTION TYPES FILTRATION IS THE TOTAL HORESPOWER ONE OR LARGER? TOTAL HP = PUMP HP x SERVICE FACTOR �� No ALSO FOLLOW THESE REQUIREMENTS: SINGLE SPPED PUMP - PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS, PERMITTED. ADDITIONAL - CONTROLS NED TO BE CAPABLE OF OPERATING AT A REQUIREMENTS MAY APPLY MINIMUM OF TWO SPEEDS, CONTINUE ON. - DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED, THE HIGHER SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. - SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN, IS THIS NEW CONSTRUCTION? ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL - SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN -- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN CIRCULATED FILTRATION FLOWRATE. - A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC NOWERRMWIEA BASED ON THE 6 HOUR TURNOVER FLOW RATE. -- POOL GAL. 1360 MIN. = FLOW RATE (IN GPM) -- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN. SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2) - MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER. - SWEEP ELBOWS ARE RECOMMENDED. - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS.) PLUG PORTS NOT BUNG USED nONAL SINGLE CONNECTION OR HYDROSTATIC VALVE tNTERiORRAMS l MUD -RING POOL FINISH 0 L I-,L1 D •° a O.a o° tit�l 00 °o°° tra °° °aaooa a°oDo° hhh� • a a o a n ° a a a s° a a a° a ° . � ° • nn:ti 1S 'Ij f`0 k! � g"i l:?1 p � �� 0k3 � 0 0),�� �fT 0 'SCSI2 ERRTH-ORETEt GUNlTE GRANTt T.Q PUM NOTE: 2.5" PIPE CONNECTION ON CUSTOM MOLDED PRODUCTS THIS INSTALLATION 32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON VGB-2009 COMPLIANT ANY OF PORTs M1t2". 2-v2" ©R GREATERPIPE' MODEL: CMP 25506-32X NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING, CHANNEL DRAIN INSTALLATION DETAIL SWIMOUT DEPTH DETAIL N.T.S. SAFETY NOTES 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN T-8" AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND NO DIVING SHALL BE PERMITTED 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE AROUND THE PERIMETER OF THE POOL OR __ ALARMS AT THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). LOUDEN BONDED POOLS ANNED BABCOCK RESIDENTIAL POOL BY 3120 YELLOWSTONE CIRCLE st. I UCIe County FORT PIERCE, FL 34981 POOL LAYOUT AND DETAILS csno •• jo ENGINEERING U: y %0 70170 �•• ATE OF W . 14D DESIGN, LLC. . �t{�• J�( 4731 N. Hwy AlA, Ste. 228 Phone: (772) 226-0224 Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com CLINTO J. 12A, • •1, 1 r` DATE LICENSE Nti. 7' DATE: 11/18/18 L. H E ET 1 O F 1 L.B./C.O.A. No. 29080 PROJ. NO.: 18-158