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HomeMy WebLinkAboutPOOL ENGINEERING PAPERWORK4" THICK CONCRETE SLAB 6x6 - W1.4/W1.4 WWM OR 1:3 MAX. SLOPE FIBERMESH I 2' FLAT DECK WIDTH VARIES TI ' 2- #3 BARS AT TOP TIED TO VERT, STEEL "' � 6"WATERLINE TILE 44 41 *or • aa`. S ul Z LU WIDTH VARIES FROM 4" -6" ;, U 3 0. K Lu � LU Lu NOTES. 1.) WALLS UNDER S IN HEIGHT MAY BE 4" THICK W/ #3`r' _ • .. Z In BARS @12" O.C.E.W. CENTERED IN CONCRETE ;? In 2.) PAVERS MAY BE SUBSTITUTED FOR. CONCRETE DECK. iv HOWEVER, ANY FOOTER MUST BE DESIGNED BY PLASTER FINISH, OTHERS ` GEM COAT OR 3.) THIS DECK DESIGN IS NOT INTENDED TO BE EQUIVALENT SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD • REQUIREMENTS FOR ADDITIONAL STRUCTURES R SHALL BE DESIGNED BY OTHERS a STEEL TEX. OR • �• EQUIVALENT 6" #3 BARS @ 12" O.C. E.W. CENTERED IN CONCRETE TYPICAL WALL AND DECK SECTION (MAX. 6' HEIGHT) N.T.S YARD FENCE TO POOL CODE BY OTHERS 46" HIGH WITH SELF R CLOSINGAND LATCHING OUT H H iNGGATE S GAES ra 7'FtiUi SPA AS 1 ft.6 18' AS* NP STEEP �2. 2..In... 11'x26' pool 31to •tl88D 4, 1 r, ✓VERIFY ACCESS IN FIELD ✓ HAUL FILL ✓ TRUE CLEAR SALT CHLORINATOR ✓ELECTRIC AU1 �I L- R BY ON NOTE: LAYOUT PROVIDED BY CONTRACTOR SAFETY FENCE w POOL LAYOUT SCALE: 1/4" = 1 9 10 CAW WALKWAY WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM W/PRESSURE GAGE AND AIR I RELEASE VALVE LEGEND CHECKVALVE N GATE VALVE FLOW DIRECTION MAIN RETURN LINE <F z » z wr �N <Ci Li j <w ¢rii yw 0o Oro �� OW Q HEATER a Q O C' ❑ a 0 POOL/SPA z � y ? o w z O `� AIR JO O a BLOWER uri iV n ,N PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. 12" MIN. 12" MAX. 12" MAX. 5• u NOTE: ALL STAIRS OTHER THAN TOP AND BOTTOM STEP SHALL BE UNIFORM 12" MAX. IN HEIGHT. \� e SEE TYPICAL WALL SECTION ° • �,� FOR REINFORCEMENT STAIRS DETAIL NJ S STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) POOLDECK 4 " CONNECT #8 BARE AWG .a COPPER WITH APPROVED ••. BOND CLAMP T MAX. MIN. #8 BARE AWG COPPER AROUND ^"n 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. WP MANUAL STARTER SWITCH (TYP.) IF-- 3 -#12 WIRES IN 3/4" CONDUIT b ❑ ► TO PUMP 1 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► TO HEATER (IF APPLICABLE) EDGE AND NOT WITHIN 10' OF POOL EDGE 3 #8 WIRES IN V CONDUIT G.F.C.I. RECEPTACLE AT PANEL JUNCTIONpA 3-#12 WIRES IN 3/4" CONDUIT SPST TOGGLE SWITCH WATERLINE12V TRANS. 1" NON -CORROSIVE CONDUIT 18"MIN.12V LIGHT W/ OOL WALL AND DECK LOW WATER (SEE TYPICAL SECTION) CUTOFF DEVICE ELECTRICAL DIAGRAM 26-0" T WATER LINE T-0" 1 5'-0" IL 11°SLOPE 7 J 1 MAX. (TYP.) 3 MAX. MAIN DRAIN LOCATION LONGITUDINAL POOL SECTION N.T.S. N.T.S 11° SLOPE MAX. (TYP.) 1 POOL DECK WATERLINE =t^ b BEAM SWIMOUT DEPTH DETAIL N.T.S. yC GRATE TO BE ATTACHED HYDROSTATIC WITH SCREWS LINE (1-1/2") - 314" ROCK BED (MIN 3YDS. ROCK TO STABILIZE SOIL) WELL POINT THREADED PVC PIPE REMOTE GRATE AND WELL POINT LINE FROM MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING • WELLPOINT N.T.S. T-6' 0' - 3' 1 7 ANGLE OF REPOSE = 1.5:1 4 \ 8" THICK WALL W/ #3 $ e 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 stermine Minimum System Flow Rate: (35 gpm per Skimmgp Pool Volume Calculation: 256 W (Surf Area) A 3.75 ft (Avg. Depth) x 7,48 gallfN= 7,181 gal ILL To - Determine Flow Rate: 7,181 gal / 360 min = 19.9 gpm + 0 gpm = 19.9 gpm autr ""'" 0 (Volume) (Tumovar Time) (Pool Flow) (Feature Flow) (System Flow) D1 go .: ,. LU Determine Pipe Sizes: U. Trunk Piping to be 2.5" to keep velocity at 8fps max. at 117 qpM.. Maximum System Flow Rate Return Piping to be 2.0' to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate UUJ System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right) ro ""+•,�,,, _' - 0 '"r.. ewers :A POOL EQUIPMENT 4, FHPM o FLPW (GPM , _........ .._....... - _ .. .._.. ..._.._.. _.......... ... ....... . ... ........... ..... ..... . Lwv:6y�ow1 ',. N7td t a, L � d i determine Minimum System Flow Rate: (35 gpm per Skimmer) o 4 kb E4 30...tlq 50 E5 7w1' 9i4 I%1 1� 11p 1a5 1Jtk buy tl50 184 1Mf 189 181i 2g0 Rttl 2X6 230 SkW i 1,PoolVolumeCalculation: .49 ft�(SurfArea)x 3,^ ..ft(Avg.Depth)x Z48 ,gal/8'= .1,100 gal POOL PUMP CURVE ?. Determine Flow Rate: 1,100 gal / 360 min = 31 gpm + 0 gpm = 3.1 gpm (Volume) (Turnover 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 ..2.5". to keep velocity at 8fps max. at _ 1,17 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 H.P.: 1.5HP 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 Filter min. area based on 6 hr 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 SPA RETURN PIPING SPA TRUNK PIPING SPA EQUIPMENT Pipe Size 8 fps (in.) GPM Loss (fift) _. 1.:0-_.... ,.21 - -.. 0,23 1.5 50 0,14 2.0 82 010 2.5 117 0,09 3.0 181 0,07 313 005 6.0i02 712 9,03 NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. SPA PUMP CURVE SELECTED EQUIPMENT CALCULATIONS NTS N.T.S. LOCATION MAP N.T.S. (PROVIDED BY CONTRACTOR) 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 PVC BEARING NSF APPROVAL,. 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 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 PAVEMENT DESIGN. 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. 13, THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2017 FLORIDA BUILDING CODE, AS WELL AS ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. 14. BASE MATERIAL THICKNESS MUST BE 125°! OF CONCRETE FASTENER EMBEDMENT. 15. 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-R4501.6.3 17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 18. 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. 2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS REQUIREMENTS APPLY TO EXISTING POOL DOESNT APPLY TO REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION IS THE PUMP MOTOR USED TO FILTER WATER? HEB 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 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 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 FILTERS 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 BEING USED IONAL SINGLE. CONNECTION OR HYDROSTATIC VALVE. INTERIOR RAME t r JDU R1NG POOL FINISH 4 o n4�p d Q°o p p4 Qo. o 4 y. e ♦ °. p 4° O p o ° d • ¢ h{t-_T (.Yty11 d n p a •D Qp '.. ..e.y+.1:..-ify1Jy.y3y.. .. L p A O ° a •4' a O G pD 6 p4 O Op #p• pp C4 O 0b 9 a 4 O 'aa p, }yA.{..Lt}. ! © ° 0 'i-LA1d1.. �ap aY °U.d Ddpro d�dp4 O 44. 4 O pp p a Yp Qd, ..L4.LA11 - s .tJ.12LT p a a s a p a p o oa O :Lr.LCLC' EART iOTCRETE, t G&MITE OmvE TOPAM NOTE: 2.5" (POOL/SPA) PIPE CUSTOM MOLDED PRODUCTS CONNECTION ON THIS INSTALLATION 32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON VGB-2009 COMPLIANT ANY OPT PORTS, 2- 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 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). =County, LOUDEN BONDED POOLS ALLIH RESIDENTIAL POOL 4705 ELM AVENUE I O E C /ti PY FORT PIERCE, FL 34982 L (�/� `t�tggt FiA.i POOL LAYOUT AND DETAILS ` •'CENS ' �. ,F :s * = ENGINEERING No IE D FOR 7o»o CODE COMPLIANCE:, E of ._�� DESIGN, LLC. ST° LUCIE CO T /�,`'• 0r�•7: R 0. ;4 --7i� 4731 N. Hwy Al A, Ste. 228 Phone: (772) 226-0224 BOCC CLINTO : R/�H AV�L • • ATE Vero Beach, FL 32963 E-Mail: rpengdesignllc@gmail.com FL. / NSE No. 701T0"' DATE: 5l9/19 SHEET L.B./C.O.A, No. 29080 PROJ. NO.: 19-67