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HomeMy WebLinkAboutPOOL PLANS+e/ r�r / GENERAL NOTES 26'-0" GRATE TO BE ATTACHED 4" THICK CONCRETE SLAB 6x6 - STAINLESS STEEL �'� Vf ir. EO FOR '� HYDROSTATIC WITH SCREWS W1.4/W1.4 WWM OR FIBERMESH HANDRAIL (SAME wONII�LIAN FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH LINE (1-112") 1:3 MAX. SLOPE DECK -WIDTH VARIES W/ EXISTING SOILS COMPACTED BONDING FOR LADDER) COIDE C AY STRENGTH OF 2500 PSI. 22 -8 3 -4 TO 95% MAX. COMPACTION /� / NFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 <. ^ ST• I, UCIE COl1NI. ING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. : . - POOL DECK /�/�+ 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE s 6" WATERLINE TILE BOy V COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL 8 F , " " r BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12 LIFTS. ED. WATER LINE `""` z - r °" "n. ,, CONNECT #8 BARE AWG ��••u• 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURB ALL 4'-0" r COPPER WITH APPROVED f C /'�0� E SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 88 % OF MAXIMUM DENSITY. 2-#3 BARS AT TOP -��^-`^��^ti�,� LLB v ' * s °P • BOND CLAMP E CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING -' . TIED TO VERT. STEEL RUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR 6'-0" 8 • Q W Z 6" MAX. THE SAFETY OF EXISTING STRUCTURES. w 3/4" ROCK BED MIN 3YDS. d � w MIN. #8 BARE AWG 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND ( WIDTH VARIES FROM 4" - 6" F O a COPPER AROUND n' RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ROCK TO STABILIZE SOIL) w W PERIMETER OF POOL ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT 11° SLOPE L7 #5 BAR W/ OVERLAP AT > 1 ❑ 18"-24" MIN. FOUR (4) SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO MAX (TYP) 7 J 1 WELL POINT END OF REBAR „� z m - CONNECTIONS (ONE RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS. 3 MAX. 11° SLOPE THREADED REMOVE GRATE AND WELL POINT LINE FROM - in M CONNECT PERIMETER EACH SIDE) W/#8 BARE B. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS MAIN DRAIN MAX. (TYP.) PVC PIPE MAIN DRAIN, AND ATTACH AUX. PUMP LINE u GROUND WIRE TO -\_ v AWG COPPER W/ AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET LOCATION WHEN EMPTYING NOTES: 1 J IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS PLASTER FINISH, GROUND SYSTEM APPROVED CLAMPS FROM OPEN WATER. REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET GEM COAT OR 9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. LONGITUDINAL POOL SECTION WELLPOINT FROM EDGE OF PAVEMENT EQUIVALENT CONNECT #8 BARE AWG 10, WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN. 2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE •� NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. R COPPER WITH APPROVED 11. PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO N.T.S. Determine Minimum System Flow Rate: (35 gpm per Skimmer) I. Pool Volume Calculation: 333 ft' (Surf Area) x 5 ft (Avg. Depth) x 7.48 gaIRP= 12,454 gal 2. Determine Flow Rate: 12,454 gal / 360 min = 34.6 gpm + 0 gpm = 34.6 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 gpm 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: FHPVSI.O H.P.: 1.0HP 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 ORB hr tumover 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 EQUIPMENT etermme Minimum System Flow Rate: (35 gpm per Skimmer) Pool Volume Calculation: 40 fP (Surf Area) x 3 ft (Avg. Depth) x 7.48 gal/fN= 898 gal Determine Flow Rate: 898 gall 360 min = - ........ (Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow) Determine Pipe Sizes: Trunk Piping to be 2,5" to keep velocity at 8fps max, at 117 gpm Maximum System Flow Rate Return Piping to be 2.5" to keep velocity at 8fps max. at 117gpm Maximum System Flow Rate System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right) Pump Model: FHPM1.5 H.P.; 1ZHP Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed. Filter Make: _ 0 Size: 0 (_- 6 .._...._ ._....... _.__ .... -...._. ...._._.. Filter min. area _based on hr tumover 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 - SPA RETURN PIPING SPA TRUNK PIPING -� SPA EQUIPMENT Pipe Size 8fps (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 3D 181 0.07 4.0 313 0.05 6.0 1 712 0.03 NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. CONCRETE POOL DECK 996 SQFT TOPPED AND STAINED 106 LNFT OF 8" X 8" CONCRETE FOOTERS STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, BOND CLAMP • PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO N.T.S. INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED, PAVEMENT DESIGN. PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE c 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. SHALL TAKE PRECEDENCE OVER THIS DESIGN. r„ - .r LIGHT NICHE L 13. THE SWIMMING POOL HAS BEEN DESIGNED TO BE COMPLIANT WITH THE 2017 FLORIDA BUILDING CODE 6TH 3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. m E 1 EDITION, AS WELL AS THE 2014 NATIONAL ELECTRIC CODE, ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. • HOWEVER FOOTER MUST STILL BE CONCRETE IN • • o 14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT. (_7 POOL PUMP CURVE In` L. ,.. h uJ a.. W as59 9. , m6 <1 _ � 8 36 il.M sb „w to FLOW GPM ,�w�te�s �,{Ial.G1 I�5asslY il. 5V 2U' 31T -033 59 i<= TfS b0. ipg tDc i€ffi 1=.Q tifi 1A© 9 . 46Q Yltl 4iff 1%7 2ou 21P alq 4b eUl 2a9 SPA PUMP CURVE SELECTED EQUIPMENT CALCULATIONS NTS. O d STAINLESS RTD HANDRAIL POOL EQUIPMENT LIST LIGHT: (1) SAVI SOL LED COLOR LIGHT TRANSFORMER: (1) 300 W TRANSFORMER JUNCTION BOX: STANDARD JBOX Q T SKIMMER: 2" AUTOMATIC 2 PORT MAIN DRAIN: CHANNEL DRAIN HYDRO JETS: NONE RETURNS: (3) THREE VACUUM LINE: (1) VAC LINE SPA EQUIPMENT LIST CHLORINATOR: JANDY TRUE CLEAR SALT LIGHT: SAVI MINI MELODY COLOR FILTER: JANDYCS100 PUMP: JANDY 1.OHP VARIABLE SPEED DIGITAL PUMP TRANSFORMER: 100W SEPERATE HEATER: NONE JUNCTION BOX: STANDARD TIMER: STANDARD SKIMMER: NONE DECK TYPE: CONCRETE TOPPED AND STAINED MAIN DRAIN: CHANNEL DECK SQFT: 996 SQFT HYDRO JETS: (4) HYRDOS EXISTING SQFT: LEAVE AS IS HYDRO PUMP: 1.5HP FLOPRO COPING: CAPSTONE AIR SWITCH: YES DECK DRAIN: STANDARD 60'-0" RETURNS: (2) LOWER NOTE: LAYOUT PROVIDED BY CONTRACTOR +6„ POOL LAYOUT SCALE: 1/4" = V 2' MARBLE SPILLWAY COVERED PORCH LEFT AS -I S +6" SAVI MINI .ED COLOR DIMENSIONS AND REINFORCEMENTS DEPICTED STEEL TEX. OR 4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER EQUIVALENT WALL OPTIONS TABLE BELOW #3 BARS @ 12" O.C. E.W. 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" 7' - 0" #3 BARS @6"O.C. 6'-6" T-0" 7'-6" 8'-T #3BARS @TO.C. T-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. ALTERNATE WALL OPTIONS (WALL HEIGHT GREATER THAN 61) W UJ o \ saVl soL q " LED COLOR iA Owner: JOHN LUTZ (GHQ HOMES) State: FL Address: LOT 286 MEADOWOOD Zip: City: FT, PIERCE Phone: N.T.S. i i NOTE: BONDING PER 250.8 AND 680.26(B) OF NFPA 70, NATIONAL ELECTRICAL CODE. 15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR H C 7 MAINTENANCE IN ORDER TO PREVENT FAILURE. B 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4601.6.3 EQUIPOTENTIAL BONDING GRID DETAIL w O w 17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 Q 8. SKIMMERS TO COMPLY WITH FBC 20174501.21.2 WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM W/PRESSURE GAGE AND AIR RELEASE VALVE LEGEND M CHECK VALVE N GATE VALVE FLOW DIRECTION ry-o? 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5 THICK, POUR IN PLACE. N.T.S. 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 l~A OTHERWISE NOTED. 2014 NEC POOL PUMP ENERGY EFFICIENCY REQUIREMENTS - MAIN RETURN LINE z n <� ¢� aw z hw FOo Or� ON Q00 ca $ 'o POOL/SPA o z j w o w z a g0, is w 0 AIR m U m BLOWER m 0 PUMP WITH HAIR AND LINT ry STRAINER (SEE ATTACHED CALCULATIONS) NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. WP MANUAL STARTER SWITCH (TYP.) I� 3 -#12 WIRES IN 3/4" CONDUIT 11 --LU--► TO PUMP IN 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 41 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. /jj��- 8" MIN. 1" NON -CORROSIVE CONDUIT 12V LIGHT W/ POOL WALL AND DECK LOW WATER (SEE TYPICAL SECTION) CUTOFF DEVICE ELECTRICAL DIAGRAM N.T.S 12"MAX 12" MAX. "• <". 12" MAX. " 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 s' - T-6' 0' - 3' A� 3' ANGLE OF REPOSE = 1.5:1 J 8" THICK WALL W/ #3 BARS @ 6" O.C.E.W. �• 6" THICK WALL W/ #3 REBAR @ 12" O.C.E.W.\, 5" THICK WALL W/ #3 REBAR @ 12" O.C. E.W. NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS OUTSIDE OF THE ANGLE OF REPOSE ANGLE OF REPOSE N.T.S. REQUIREMENTS APPLY TO EXISTING POOL DOESN7 APPLY TO REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION IS THE PUMP MOTOR USED TO FILTER WATER? HE9 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 �C, No I 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. 18 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 HEALTH STANDARDS. - FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW RATE. -- POOL GAL. / 360 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 PORT$ NOT BEING. USED ZONAL WNGL€: CONNE07ION OR FIYOROSTAT'IC VALVE. INTERIOR RAME I MUD -RING POOL FINISH °° a ° •° o a a o o n° O° ° O a a ° s e a. ° • a a a ° tt O ° Qo CS:('1: • a " p" a q ° L't1:Y1 6 CJ, a • ° ° a s ° a o0 0 a n° a P a° o a ° p •° IY;17;. a o a O A2: ee.° °• o aa° Daao °°a a°O O a° " a as a a •°°a • :O:_C2T .f1TCMI, O ;i I7lC'1 Iz 12,11, 0 N.a t=Ixl: EART HOTCRETE I GUNITE, GRAY TORUM NOTE: 2.5" (POOL/SPA) PIPE CUSTOM MOLDED PRODUCTS CONNECTIONS ON THIS INSTALLAT ON 32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON VGB-2009COMPLIANT aNrOFr PORTS. 9f2)r OR 6'REATER,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 SWIMOUT DEPTH DETAIL N T.S. r J O; •"alp ,0,1,-70 %* No LU OF : -�J_ FL. LICENSE N L.B./C.O.A. No. N.T.S. SAFETY NOTES 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN 8'-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). CANNED LOUDEN BONDED POOLS BY St. ucieCOuntU LUTZ RESIDENTIAL POOL LOT 286 MEADOWWOOD SUBDIVISION ag� FORT PIERCE, FL 34951 POOL LAYOUT AND DETAILS 40ENGINEERING DESIGN, LLC. 4731 N. Hwy AIA, Ste. 228 Phone: (772) 226-0224 Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com DATE: 18 SHEET 1 O F 1 PROD. NO.:O.: 18-24