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HomeMy WebLinkAboutPool Plan & Details! STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS: SOIL CAPACITY: 2000 PSF - t SCOPE OF WORK: GENERAL REQUIREMENTS 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA 1. DEMOLISH PER EXISTING POOL PLANS. 2. BUILD ZERO ENTRY TO POOL PER PROPOSED PLAN. BUILDING CODE (FBC)", SEVENTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS 3: REPLACE POOL EQUIPMENT. - � _ _� ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. RESLOPE DECK. 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF: I THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC ✓ Jf SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ✓ f, > `� l ENTIRE STANDARD, _I 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND I j EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. 4. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAY BE USED. 5 ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAY FROM THE STRUCTURE. 6 ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 7. POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK OR OTHER DELETERIOUS MATERIAL OF ANY SIGNIFICANT AMOUNT. 8. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. \ 9. BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIL OPERATING PERMIT IS ISSUED BY THE AGENCY HAVING JURISDICTION: RESIDENTIAL POOL NOTES: 10. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NON -ABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER, 11. POOL DECK SHALL HAVE A MINIMUM PITCH OF 2% AND A MAXIMUM OF 4% AWAY FROM THE POOL OR TOWARDS THE DECK DRAINS. ! 12. POOL DECK MUST BE CONSTRUCTED OF IMPERVIOUS MATERIAL WITH A SLIP- RESISTANT FINISH. 13. VERTICAL CLEARANCE ABOVE THE POOL WATER AND DECK AREA MUST BE A MINIMUM OF 7 FEET. 14. POOL MAKEUP WATER SHALL BE FROM THE COUNTY PUBLIC DRINKING WATER PLANT. - I& WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH DOMESTIC SERVICE. 16. POOL INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI/ASME i Al 12.9.8M 17, CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 18. IF VENTS ARE USED, THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. VENT OPENING MUST BE COVERED WITH WIRE MESH TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. LABEL VENT: POOL SAFETY DEVICE - DO NOT EXISTING POOL PLAN N 19. ALL ELECTRICAL WIRING INCLUDING BONDING AND GROUNDING, HOOK-UP OF POOL WATER TO BE DEMOLISHED TREATMENT EQUIPMENT AND UNDERWATER LIGHTS SHALL BE IN ACCORDANCE WITH SCALE: 1/4" = 1'-0" SECTION 680 OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL BUILDING CODES. 20. ALL UNDERWATER LIGHTING SHALL UTILIZE TRANSFORMERS AND LOW VOLTAGE CIRCUITS. THE MAXIMUM VOLTAGE FOR EACH LIGHT SHALL BE 15 VOLTS AND THE MAXIMUM INCANDESCENT LAMP SIZE SHALL BE 300 WATTS. POOL DECK TO BE RE -SLOPED 21. THE UNDERWATER LAMPS SHALL BE A MINIMUM OF 18 INCHES BELOW THE WATER LEVEL. 2% MIN. TO 4% MAX. AWAY 22. NO OVERHEAD ELECTRICAL SERVICE WIRE SHALL BE INSTALLED WITHIN 10 FEET OF THE FROM POOL. BY OTHERS. POOL. 23. ALL TRANSFORMERS SHALL BE LOCATED A MINIMUM OF FOUR (4) FEET FROM THE INSIDE WALL OF THE POOL AND MOUNTED A MINIMUM OF EIGHT (8) INCHES ABOVE GROUND LEVEL, DECK LEVEL OR HIGHEST POOL WATER'S EDGE LEVEL, WHICHEVER IS HIGHER. 24. ALL METALLIC POOL FITTINGS WITHIN 5 FT OF THE INTERIOR INSIDE WALL AND THE DECK 1:7 s oPE REINFORCEMENT SHALL BE BONDED TO THE POOL GROUND BONDING SYSTEM. 25. A MINIMUM 4 INCH TILE LINE SHALL BE INSTALLED AT THE WATER LINE, BUT SHALL NOT EXCEED 12 INCHES IN HEIGHT IF A DARK COLOR IS USED. :' R - - F 26. ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. / 1:7 SLOPE \ \ 27. ALL REINFORCEMENT. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 40 OR GRADE 60. STEEL TO BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS. / ----------- 28. STEPS OR LADDERS SHALL BE PROVIDED AT EACH END OF POOL PER CODE. co 2 R 29. ALL POOL PIPING TO BE SCHEDULE 40 P.V.C. BEARING NSF APPROVAL FOR POTABLE S2 \ WATER. 30 ALL PLASTIC PIPE EXPOSED TO SUNLIGHT SHALL BE COATED FOR U V PROTECTION \ RECIRCULATION PUMP CALCULATIONS PO LAREA: 455 SF PUMP SELECTED: 2 HP POO LUME: 9,823 GAL PUMP CAPACITY: 160 GPM CALCULATED ANSI FLOW 15 36 GPM FLOW @ MAX RPM: 152 GPM CALCU TIED FLOW SI 5 14 GPM TDH FOR FLOW @ MAX. RPM: 35 FT. SDCTI N IN. PIPE: 1 5-INCHES SUCTION PIPE USED: INCHERETU. N:MIN. PIPE: 1.5INCHES RETURN PIPE USED: j15 INCHES CURVE P TO USE: A CURVE A FLOW: 13 GPM DES IGI I FLOW: 36 PM II FINAL TDH: 47 FT CALCULATED TDH: 47 FT. FILTER NEEDED: : 96 SF MIN. 31. ALL POOL PIPING SHALL BE PRESSURE TESTED AS FOLLOWS: a. ALL POOL PIPING SHALL BE INSPECTED UNDER STATIC WATER OR AIR PRESSURE NO \ LESS THAN 35 PSI FOR 15 MINUTES. (RESIDENTIAL) \� 23. POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK OR OTHER DELETERIOUS t '� MATERIAL OF ANY SIGNIFICANT AMOUNT. L. E G E N D 24. POOL BOTTOM TO BE PLACED IN 4" MIN. SAND OR 3/8" MAX DIA STONE. R MAIN DRAIN 25. SKIMMERS, WHEN USED, SHALL HAVE N.S.F. SEAL: ' 26. ALL POOL EQUIPMENT, PRESSURE AND VACUUM GAUGE S, RATE OF FLOW W INDICATORS AND \ WALL RETURN OTHER MECHANICAL COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH \ O MANUFACTURER'S RECOMMENDATIONS AND/OR INSTRUCTIONS. R/ 27. THIS PROJECT MAY BE IN THE VICINITY OF STRUCTURES THAT THIS FIRM HAS NOT VERIFIED FLOOR RETURN TO BE ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF SUCH CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. ~ _ _ P OOL DECK TO BE RE -SLOPED 28. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING MIN. TO 4% MAX. AWAYSKIMMER STRUCTURES FROM FAILURE BY SHEETING AND/OR SHORING OR OTHER METHODS. FROM POOL. BY OTHERS. 29. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. LIGHT 30. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL VACUUM LINE SURVEYS OF THE EXISTING LOT AND RESIDENCE REQUIRES THAT THE POOL CONTRACTOR j SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. 31. THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY, IN GENERAL, HOLDS A DISTANCE F 10 FEET FROM OVERHEAD ELECTRIC LINES O TO OPEN POOL WATER. 32. BACKFILL SHALL HAVE BEARING VALUE GREATER THAT 60 PSF WITH VERTICAL ANGLE OF REPOSE. BACK -FILL MATERIAL MUST NOT CONTAIN ROCKS THAT COULD DAMAGE POOL WALLS. BACK -FILL SHALL BE INSTALLED AND COMPACTED IN LIFTS TO MATCH WATER LEVEL IN POOL AND NOT P RM 33. THE CONTRACTORS ALLOBACOKFI LOTHHE POOL SHELL WITH CAUTION. THE PLUMBING SHALL PROPOSED POOL PLAN N NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF SCALE: 1/4 1'-0" ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LAYERS, EACH LAYER SHALL BE g COMPACTED TO MINIMUM 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY, c SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. I 34, BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIL OPERATING PERMIT IS ISSUED BY THE > 2 AGENCY HAVING JURISDICTION. 35. WARNING: TO EMPTY THE POOL AFTER CONSTRUCTION, FOR REPAIR OR ANY OTHER v� REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED m TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL o POOL REPAIR CONTRACTOR. THE OWNER MUST CONSULT A POOL CONTRACTOR OR 00 CO C CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. s 36. THIS PLAN REMAINS THE PROPERTY OF MBV ENGINEERS INC. IT IS NOT TRANSFERABLE o FROM ONE CONTRACTOR TO ANOTHER WITH OUT WRITTEN PERMISSION. nz 04 w w o a o Q o do I it 4 J l I ( RECEIVED JAN 12 1011 Permitting D®Portm®nt ppgis�O St. Lucie countV *' liv. STA Zolo-oaf RE W - A FOR ,,Stor CODE COMPLIANCE ST. LUCIE COr TY FILE COPY BOCC M co Q N O 0 d 0 (V Lu ° o O W W U W O 0 U 0 o vo W o P P® ~ cj aD UQN N� r Z� n ® V) Q a a w �w L z < JJ N ma 5� W s4 L$ w _ W Qz JLd (9 Lj tenon _ F h fi-�, ■ m ¢ � NUNN Z N Wvv W cl C) no x x :2U. mwu4 0 O w 0 Of z w Li Lu tf ❑ z p LJJ z C c LJJ Q W J N z z 10� N W Lu O 0 _ LU w d i- fr w z O Q\ � CFO VILLAMIZAR u�/p L. P.E.#61000 DATE: 01-07-2021 SHEET S1 1 OF 2 20-0430 PERMIT SET THE POOL WILL MEET THE SAFETY FEATURE/BARRIER REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SEVENTH EDITION. INTELLIFLO i2 VARIABLE SPEED PUMP SPEED 4 SP 3 C D EF POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA RESIDENTIAL BUILDING CODE SEVENTH EDITION AND ANSI/APSP/ICC4, ANSI/APSP/ICC5, ANSI/APSP/ICC7, ANSI/APSP/ICC15, (N) ALUM. HANDRAIL INFILL #3 @ 12" 0. C. E. W. , z (N) RAMP , ` " / INTO CONCRETE (E) ( )_I #3 ® 12" O.C. E.W. T TO WALL . TO REMAIN • i v f &E 4" MIN. D&E 4" MIN. INTO CONCRETE INTO CONCRETE SECTION THROUGH SUNSHELF Q SECTION THROUGH RAMPS S2 #3 @ 12" O.C. E.W. f---(E) POOL DECK F 0 20 40 60 80 100 120 140 160 180 i I i i i I I 'FTi GPM US GALLONS PER MINUTE PUMP MODEL: INTELLIFLO i2 - #3 CONT..- RPM CIIRVF A CURVE B CURVE C WALL TYPE PUMPPERFORMANCECURVE- INTELLIFLO i2 VS POOL PUMP DETAIL 312" TO 4" FIBERMESF W/ EXPAN 114" PER F FILL 3'-0" DEEP END \j ANGLE OF REPOSE LIMIT APPROVED FINISH STEELTEX FORM KRAFTBO RD !OR EQUIV. 3 0 12" O.C. E. W. OUTSIDE ANGLE OF REPOSE USE TYR WALL SECTION �i/ / / {� BOTT CE TERED TYP. SECTION 4. TECHNICAL DATA FILTER PRESSURE LOSS N 6 ANGLE OF REPOSE DETAIL TYPICAL WALL SECTION DETAIL i POOL DEPTH "X" FOR ANGLE OF REPOSE MIN.'X" S 3'-8" 3 -0" 3'-0 4'-0" 3'-4" 3'-0 4'-4" 3'-8" 3'-8 4'-8" 4'-0" 4'-0 3'-0" 5'-0" 4'-4" 4'-4 4'-0" 5'-4" 4'-8- 4'-8 5'-0" 5'-8" 5'-0" 5'-0 5'-0" 3'-0" 6'-O" 5'-4" 5'-4 5'-4" 3'-6" 6'-4" 5'-8" NA 5'-8" 4'-0" 6'--8" 6'-0" NA 6'-0" 5'-0" 3'-0" 7'-0" 6'-4" NA NA 6'-0" ''3'-6" A B C D WALL TYPE A - 6" W/ #3 0 12" O.C. E.W. COPING B - 6" W/ #3 0 6 O.C. E.W. BREAKSTRIP C - 7" W/ #3 0 6 0. C. E. W. D - 8" W/ #3 0 6 O.C. E.W. 6'X6" WATERLINE TILE WATERLINE - 3 BEARING WALL OR COLUMN MIN VERTICAL x 2'-3" SHALLOW END a N 0 J W 7 4 In w _. HANDRAIL: WHEN REQUIRED r' ALUMINUM OR STAINLESS `•.? r STEEL HANDRAIL INSTALL a z AS PER MANUFACTURER'S 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 FLOW RATE (GPM) B. FLOW RATE TABLE STA-RITE FILTER RESIDENTIAL MAXIMUM CARTRIDGE - FLOW RATES 'COMMERCIAL MAXIMUM CARTRIDGE FLOW RATES MODEL # SQ. FT.. GPM' GPH 6 FIR 8 HR GPM GPH 6 FIR 8 HR PXCRP 100 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 PXCRP 150 150 150 9,000 54,000 72,000 58 3,360 20,160 jM CMP MODEL # 25506-32x (x = COLOR) MAX. TOTAL RATED FLOW. 308 GPM 32'�1 32" 1 0 0 10" t0„ PXCRP 200 200 150 9,000 54,000 72,000 75 ,500 27;000 0 0 0 1) RECOMMENDED FLOW RATE FORRESIDENTIAL IS .5 GPM PER SQ. FT. 2) COMMERCIAL FLOW RATE IS A MAXIMUM OF .375 GPM PER SQ. FT. OR FILTER AREA LPIPE NOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM TEE TO POOL PUMP COMPONENTS. 40" FILTER PERFORMANCE POOL MAIN DRAIN DETAIL NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION. RECIRCULATION PIPING SCHEMATIC 0 2-WAY VALVE 0 3-WAY VALVE - - mCHECK VALVE DESIGN FLOW PIPE FLOOR NOTES 2.5" J68 GPM TO POOL PUMP 2" 268 GPM TO POOL PUMP .INSTRUCTIONS 10",10".12", 1 EXPAN. JOINT BULL NOSE TILE °O DECK'.AND CONTRASTING COLOR N SLIP RESISTANT COPING BY 6„ OTHERS 6 1Q" 10" GROUND HANDRAIL FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE VELOCITY —FEET PERSECOND PIPE SIZE (in) 6 F.P.S. 8 F.P.S. 1" 16 GPM 21 GPM 38 GPM 50 GPM 2" 63 GPM 82 GPM 2.5" 90 GPM" 117 GPM T' 138 GPM 181 GPM 4" 238 GPM 313 GPM 6" 374 GPM 712 GPM r✓�✓�rr`rP✓TT`iY ��✓ ✓` i`yO!`�rJ�O�Jj�wrpT� I 6 STUBBED I I POOL VELOCITY WATER SUCTION DESIGNED@ 12" D.C. A (2)J3 CONT 2. WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO 6 DEPTHS MAY VARY WTH POOL j#3 BARS F.P.S. WHEN ONE OF A PAIR IS BLOCKED. W 3. POOL PIPING SHALL BE . .: POOL STEPS DETAIL MAXIMUM FLOW - POOL PIPING CHART (TYP) WP MANUAL 3 J12 IN (5) INLETS TO POOL 1'5„ R SWITCH (TYP.) 1/2". CONDUIT STARTE TC PUMP NOTE• MOTOR CONNECT W/ #8 INSULATED PENTAIR ago ATTACH ALL SHORING MATERIAL - PUMP AWG COPPER FROM SIDES CHLORINE/BROMINE FEEDER W/ 160 COMMON NAILS, MOTOR AT FOUR POINTS POOL WALLS. EXCEPT WHERE NOTED. TO SERVICE PANEL CONNECT TO ROUND AIR BLOWER POOL AQUACAL MOTOR DECK SYSTEM POOL DECK HEATWAVE sQ145 2 X4" WOOD CALL PLATE HEAT PUMP W/ APPROVED CONNECTOR HEATER BYPASS 112,000 BTU t5" W ON OFF 2'X4" WOOD OUTRIGGER / TOGGLE SWITCH 31/4 X 3/16" TAPCON ON 12" OC TOGGLE EXIST. i/8 NON INSULATED AWG COPPER WIRE THAT DRIVE 2 X4" WOOD IN GROUND SWITCH 3 8 IN PRESSURE GAUGE AND o STA RITE PXCRP 150 STRUCTURE WP GFI 10' TO 20' „ # EXTENDS 18"-24" OUT FROM 4 SIDES OF AIR RELIEF VALVE @ EA. FILTER CARTRIDGE FILTER 2 X4 WOOD FROM WATER 1 CONDUIT THE POOL 4"-6 MAX. UNDER DECK. (2) JUNCTION BOXES (2) 12V TRANSFORMERS WASTE RETAIN ON SITE W MN. r--. — — — — — 1.5" POOL SHELL 1.5' : 3 J12 IN 1/2 CONDUIT VERTICAL REINFORCEMENT 1) 32"CHANNEL PENTAIR INTELLIFLO i2 2HP PUMP 5/8" PLYWOOD ' .FOR CONCRETE SHELL - CLCLEAN IN NER L 1.5" W/ HAIR AND LINT STRAINER g3 i0 II' 2x4 SUPPORT z"SKIMMER LINE 0 4POSTSOS O.C. b5 P00 DELK HIS W ipWNON-CORROSIVE CONDUIT NOTE SURFACES AND EQUIPOTENIIAL ALL METAL PARTS OF POOL STRUCTURES MUST BE BONDED 11�OGE71 ER. VOLTAGE C TOFF DEVICES BONDING GRID INCLUDES UNPAVED AREAS NONCONDUCTIVE STEEL CANNOT BE USED BECAUSE IT DOES NOT AS WELL AS POURED CONCRETE AND PAVERS. ELIMINATE VOLTAGE GRADIENTS, PIPING SCHEMATIC SHORING DIAGRAM DETAIL ELECT ICAL DIAGRAM EQUIPOTENTIAL BONDING GRID DETAIL I 11 r Q - W lcli D N O Q N 0 o U W N 0 o 0 W W Y h V) O N NO ° F­ 00 U Q N m N b �v r Z O nn ® V) Q a 0Lj a a •w'� IV � J� LL LL Z 0w Qz _ ow a _. �Lu ¢ w wm WE W JZ J W>z n Z w o O N n OREMw a rcno,o J inn �'3■� m — �ONN a O J LL uJ z z w uJ w L © z 0 Ine LLI Q uJ p O n d z 0 N Q O O 0 r w �ZCo STAT 0 ° SSI CFO VIL MIZAR ®o✓1/P.E.#61000 DATE: 01-07-2021 SHEET 1 2 OF 2 20-0430 PERMIT SET