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HomeMy WebLinkAboutPLANS18" 12" MIN. 12" MIN. • 12" MAX. b T.at 12" MAX. m NOTE: ALL STAIRS OTHER 4 THAN TOP AND BOTTOM a ' STEP SHALL BE UNIFORM IN HEIGHT.` .,, , �. 12" MAX. 1m. s ' , SEE TYPICAL WALL SECTION • " • "4` FOR REINFORCEMENT STAIRS DETAIL N.T.S. WP MANUAL STARTER SWITCH (TYP.) 3 -#12 WIRES IN 3/4" CONDUIT TO PUMP TO PUMP 2 (IF APPLICABLE) TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE) G.F.I. NO MORE THAN 20' FROM POOL 14 TO HEATER (IF APPLICABLE) SDGE AND NOT WITHIN 10' OF POOL EDGE 3 #8 WIRES IN 1" CONDUIT JUNCTION BOX 3 -012 WIRES IN 3/4" CONDUIT 48" MIN. SPST TOGGLE SWITCH WATER LINE 12V TRANS. 8" MIN.. 18" MIN. 1" NON -CORROSIVE CONDUIT 12V LIGHT W/.' _ POOL WALL AND DECK LOW WATER (SEE TYPICAL SECTION)p, CUTOFF DEVICE ELECTRICAL DIAGRAM •UL tll 90 UUI <C UA 70 r-HI'M `,b 00 0 � P 4y 44) 4 HPM 75''" - I FF'PR€^a,.9 PHPM20 i3dr�41 t �, 10 T FH 1.0, FLOW GPM Determine Minimum System Flow Rate: (35 gpm per Skimmer) 1. Pool Volume Calculation: 375 ft' (Surf Area) x 4,25 ft (Avg. Depth) x 7.48 gal/ft3= 11,921 gal 2. Determine Flow Rate: 11,921 gal ! 360 min = 33,11 gpm + 0 gpm = 33.11 gpm (Volume) (Tumover Time) (Pool Flow) (Feature Flow) (System Flow) 3. Determine Pipe Sizes: Trunk Piping to be 2.5' to keep velocity at 8fps max. at 117 >,)Pm Maximum System Flow Rate Return Piping to be 2.0" to keep velocity at 8fps max, at 82 gpm Maximum System Flow Rate System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right).. Pump Model: FHPM1.5-2 H.P.: 1.5HP Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed. Ater Make: CS 100 Size: 100 Filter min. area based on'6hr 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 d L Mt•6, Lei RETURN PIPING d 10 20 30 40 50 86 70 80 90 100 110 1'.20 13D 140 150 11,E 170 $80 190 210 =0 M 240 M TRUNK PIPING -� NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. SELECTED EQUIPMENT CALCULATIONS N.T.S. AN Pipe Size 6 fps 8fps (in.) GPM Loss (ft/ft) GPM Loss (ft/ft) 1.0 16 0.14 21 0.23 1.5 37 0.08 50 0.14. 2.0 62 0.06 82 0.10 2.6 88 0.05 117 0.09 3.0 136 0.04 181 0.07 4.0 234 0.03 313 0.05 6.0 534 1 0.02 1 712 10.03 15'XV 375.2152 7��31 11 k: LLT I3EEFr FILE COPY CONCEALED FASTENERS ESPON BILRY OF THE LI4 � b aMolll OR RECORD 3'- 6' 0'- 3' 3' ANGLE OF REPOSE = 1.5:1 e r. 1 J_ 8" THICK WALL W/#3 BARS @ 6' O.C.E.W. 6" THICK WALL W/#3 REBAR @ IT O.C.E.W. 5" THICK WALL W/ #3 REBAR @ 12" O.QE.W. NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS OUTSIDE OF THE ANGLE OF REPOSE ANGLE OF REPOSE 29'-6" 26'-6" 1 T-0" WATER LINE 3,1 5'-6" STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) POOL DECK -, r F CONNECT #8 BARE AWG .M COPPER WITH APPROVED V as BOND CLAMP 6"MAX. MIN. #B BARE AWG COPPER AROUND •r' 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° s NFPA 70, NATIONAL ELECTRICAL CODE. EQUIPOTENTIAL BONDING GRID DETAIL WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM W/PRESSURE GAGE AND AIR RELEASE VALVE X 'a w O� -a 1� J 1 11°SLOPE 11° SLOPE MAX. (TYP.) MAX (TYP) 3MAx. LEGEND MAIN DRAIN LOCATION I1Q CHECK VALVE 1 N 2-WAY VALVE LONGITUDINAL POOL SECTION y FLOWDIRECTION N.T.S. FILE COPY. ✓VERIFY ACCESS IN FIELD V HAUL FILL ✓TRUE CLEAR SALT CHLORINATOR ✓ELECTRIC BY PAYUCK ELECTRIC ....337-4197 ✓ SCREEN BY PIONEER SCREEN CONCEALED FASTENERS OR ATTACHMENTS ARETHC OROR O E v " n a a a r r s Viso IJt58' A` 58a DECK DRAIN E M8440wt4OMDAIL a ANGLE RD Kings LOCATION MAP N.T.S. (PROVIDED BY CONTRACTOR) NITS MAIN RETURN LINE POOL c z>y w w Z c of �Z N OJ 00 2 N 7 N Z N Qw 6� 0O O0 Q O ry 0 U !a 'O < NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. GENERALNOTES 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28 DAY STRENGTH OF 2500 PSI. 2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 3. PIPING TO BE SCHEDULE 40 PVCBEARING NSFAPPROVAL. 4, POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. 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. 8. 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 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 PAVEMENT DESIGN. 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. 13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH. THE 2017 FLORIDA BUILDING CODE 6TH EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. 14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT. 16. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE IN ORDER TO PREVENT FAILURE. 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501 S.3 17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 18. SKIMMERS TO COMPLY WITH FBC 2017-4601.21.2 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE. 20. WATER HEATING EQUIPMENTTO 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 REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION IS THE PUMP MOTOR USED TO FILTER WATER? Ee NO CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO POLE OR CAPACITOR CIRCULATION WITHOUT START -INDUCTION TYPES FILTRATION s IS THE TOTAL HORESPOWER ONE OR LARGER? • COPY TOTAL HP =PUMP HP x SERVICE FACTOR 45 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 ENTIAL FILTRATION SPEED. THE HIGHRRIDE IS NOT OR ArFAC MOMCEED ONE NORMAL CYCRS, WHICHEVER RUTYOF EIS LESS. I RECORD -SOLAR POOL HEATING SYSTETTED TO RUN AT MISTHISNEWCONSTRUCT�JON?/ HIGHER SPEEDS DURING PERIE HEAT GAIN. HIS NEW CONSTRUCTION? 4" THICK CONCRETE SLAB 6x6 - ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL W1.4/W1.4 WWM OR FIBERMESH - SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN 1:3 MAX. SLOPE DECK WIDTH VARIES W/ EXISTING SOILS COMPACTED - POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO PLACE I TO 95% MAX. COMPACTION OR LESS THAN CIRCULATED FILTRATION FLOWRATE. - A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO n " 6" WATERLINE TILE RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK " r R PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN _.r.e ♦ THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC 2- #3 BARS AT TOP HEALTH STANDARDS. - " TIED TO VERT. STEEL -- " ' - FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR w TURNOVER FLOW RATE. 6" Q Z -- POOL GAL. / 360 MIN. = FLOWRATE (IN GPM) U 3 LU -- DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN. WIDTH VARIES FROM 4" -6" F O a � SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 16, DE = 2) w W - MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR #5 BAR W/ OVERLAP AT > _ ❑ THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER, END OF REBAR . : Z W 60 - SWEEP ELBOWS ARE RECOMMENDED. in in - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT iv EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION NOTES', 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS PLASTER FINISH, LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET A GEM COAT OR REQUIREMENTS.) FROM EDGE OF PAVEMENT EQUIVALENT 2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE .• STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, R PLUG PORTS NOT BEING USED - CONNFOMNORNYOROSTAICVALVE INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED, PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE KrERIOR POOL FINISH NFILE ME r MUD RING SHALL TAKE PRECEDENCE OVER THIS DESIGN. • ,. : 3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. n a o a o a HOWEVER, FOOTER MUST STILL BE CONCRETE IN s " oaa or-'L(tj� DIMENSIONS AND REINFORCEMENTS DEPICTED STEEL TEX.OR °oa 1J, °: oao° °° t 4.) WALLS OVER 8'IN HEIGHT SHALL BE REINFORCED PER EQUIVALENT ° tI o o I-. Ooo WALL OPTIONS TABLE BELOW aros jo a O ooaa roD a aa #3 BARS @ 12" O.0 E.W. 0 T,�I'1-("J © as aro oa oo a aro 0y oo�m. .1 a• n a ° a 0�o °ro roo oo w.. O o .L7.LS. �1'LI a a ro o o a a a °Go a a o CENTERED IN CONCRETE f•S71.Ii • a ° o a. o oa o 0 .:3�.CI71. a G a c o o°. a o °o a c •° s .CL.CSSk d Ci 't2 37.17,1 ro a ro a o a 00 o ° LILILI, TYPICAL WALL AND DECK SECTION :12 rum 11%@_!H070RETE :aarn % (MAX. 6' HEIGHT)00 1 EAtR /"/ r GUNITF N.T.S. GRAVEN TO PUN NOTE 2 5 PIPE CONNECTION CUSTOM MOLDED PRODUCTS ON THIS INSTALLATION 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" 7' - 0" #3 BARS @ 6" O.C. 6'-6" 7'-0" T-6" 8'-0" #3BARS @W O.C. 7'-6" 8'-0" 8'-6" 9'-0" 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. � �� � ST. LUCIE COUNTY BUILDING DI ION REVIEWED FO COMPLIANC REVIE BY DATE n _ - PLANS AND'PERMIT MUST BE KVrON JOB SITE OR NO INSPECTION(S) WAOE MADE ARE SUBJECT TO ANY CORREOCT PROPOSED REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALTERNATE WALL OPTIONS (WALL_ HEIGHT GREATER THAN 6') N.T.S. FILE COPY �ERESPONSOR BILITYOFTHE�S CONTRACTOR OR RECORD GRATE TO BE ATTACHED ( HYDROSTATIC WITH SCREWS LINE (1-1/2") 3/4" ROCK BED (MIN 3YDS. ROCK TO STABILIZE SOIL) WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT LINE FROM MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING WELLPOINT 32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON VGB-2009 COMPLIANT ANY 0;PORT&. 2- V OR GREATER PIPE 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 N.T.S. SAFETY NOTES - POOL DECK WATER LINE 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN 8'-B" AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND 1e" NO DIVING SHALL BE PERMITTED 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE 6" AROUND THE PERIMETER OF THE POOL OR ALARMS AT THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). BEAM SWIMOUT DEPTH DETAIL N.T.S. NOTE: LAYOUT PROVIDED BY CONTRACTOR POOL LAYOUT SCALE: 1/4" = 1 N T.S.