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HomeMy WebLinkAboutPOOL & SPA DESIGNWjf CRY-S t63i� ' �r�etrsit+otioee s�a.aasr-sue ALL s � vooitsona Part No. P olB! d Water Bonding Fitting PB 2006 � , P,,,, . Parts List Part # t]TY Descrl a 11 1 PB-2008 2 1 Bondi - 1.35qgp i.isrEo 4» s n�ec • • Complies with.Nation Electrical Code 680.26(C) 0� M • Listed • NPT Water Bonding Fitting 1 ' [3, • 10.6 Total Square Inches ia.,o.m n Ae. co •� i Ii @;L i i i .t.;i 1 I ,. o " icopper aromd Pool Nf _ sec. , i0 .6 nstAatiton must y • applicable 11 a i.. a to sN the ." i 2020 11 W 'dWftft t ram. � � � E A ttt;rfultsom xrcAmawr --I PMEWRMEUMMISCODEADAPTA MIN 0F7WN=2017SEQfift26 FBC 2020 Adams Design Phone: 772318 8626 Fax: 772 5719108 y , 1 (�,ykr� rhir REVIEWED FOR """ODE COMPLIANCE ..o LUCIE COUNTY B®CC I f -b t NOOMfGB�+RDxaNDduf�['sn� wAPN wa.u�nuwB-Orts *iDmoroxmcmoFcRowalM POOLBNOrDSM®PoRMM ]S 3' 1r 11" Risers SL>33c___ NllnttATFOW ManWRIBIr NOTE: OUTSIDE ANGLE OF REPOSE 6' AND FURTHER = 4" THICK WALLS W/ #3's @ 12" O.C. EA. WAY V - 6' = 6" THICK WALLS W/ #31s @ 1211 O.0 EA. WAY 0' - 3" - 8" THICK WALLS w/ #3's @ 12" O.C. EA WAY PO0415 6'hMRoot Ae-- TWNM LownJDINAI. POOLSwwN Y.' Retum eye bag RtlVnGE FM H•clraHeID 2' 4 BWRom Return plpN Tllora� VGB series 32" Chanel Drain an.. • n Li 56• 2" To Pump sum It---6'-0°� RssffWiu ANGLE OF REPOSE _ v . tANaEOFRtfm Excavation into the angle of repose is allowable provided: 'Shoring Is installed at excavation and shoring should be sufficient to secure soils from erosion or settlement 'No undermining occurs or engineer approved if any does. 'Compaction test of the backfilled material are provided prior to the pouring of the patio. Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size g fps 10 fps 1" 21 gpm 0.23' gpm 0.3 ' 1.511 50 gpm 0.14' 62 pm 0 1' 2" 82 gpm 0.10' 103 g 0.16' 2.5" 117 gpm 0.09' 146 gp 0.13' 3" 181 gpm 0.07' 22 gpm 0.10' 4" 313 gpm 0.05' 2 gpm 0. 7' 611 712 gpm 0.03' 17#1 M#160uao1Nus Torimrx4 BEING t�@a'aC PA=SWM fin. Topfee Rw - V&Mur Co E 7 na ximna R� SLL • a °.,g" Dv u .., 4 LWAL?OG .a roni a A a v ° rxVx1rNVMM WMkOOVA commms axB RW=SIEM SHORING DETAIL Maxfiowe' per sec. Single Channel dual outlet Per FRC4101.6.6 POOL MAIN DRAIN DETAIL Aqua Star 32CDFUooc To be Installed on the filter pump for a final Inspection Pressure guage (53 Vacuum guage (53 Wins Hhsa>ratr "90,q` Va1E ys Tows r�lT'tic PMRuafiCM IAVIDI r& �! . cti ToWa0mrlm DQ Q • i. VNertlm"Pact o v i GRQR uleffiam NOTE II DEM MAX WALLSLnPEP) Typical Wall & Floor Section / Well Point Pool Spa one pump System Pool equipment to be bolted per maufacures specs. •- bolts Rkration pump PaMAGaca ■ A w/A fts • B PIPeLWniTose4X PIPE Du► PLUMBING DIAGRAM PASO!"sa PAMPM so- � G1rrEr1a9et RESIDENTIAL SWIMMING POOL NOTES 11I@1 (aitasOuatB-QOee4r ' 1. ' CONSTRUCTION SHALLCOMPLY WITH Fl3C2o2o, , ANSI-7, AND ANSI-15. 0WAM$l40M8•6 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL @1racts9o"N CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY PR10R TO CONSTRUCTION. 3. CONTRACTOR/OWNER SHALL LOCATE ALL U71 TTIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. AUK 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR plp > TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 120 UNLESS NOTED PER PLAN. 6. FOUNDATION SHALL PROVIDE A SAFE BEARING CAPACITY OF 1200 PSF MINIMUM. ORGANICS, MUCK, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BE:REMOVED AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 12INCH LIFTS. II WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON HUNG SYSTEM WITH STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE PLUMBING. BACKFILL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH LIFTS. EACH LAYER SHALL BE COMPACTED TO 98 o DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER A-I81rv4 Mntw B-Hsu&IMSM40 C-POMFUetw)ReRK-C M&AR" Daitsaet E-Otdnvat ,I l n l lI 3xtorvousPertnil�rstLLff 2-MVAN Install pool/spa per ANSI 3,5,7, 15 and 16 VGB Pool Entrapment Requirements APSP-5 and 7 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _15_ x _30_ Ft 4.25_ x 7.48 (gal/ Ft) = 13,500_gal_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate:-13,500_ga1_ / _375_ = _36 gpm_ + = 36 gpm_ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be _2"_ inch to keep velocity @ 8 fps max. at _82_ gpm Maximum System Flow Rate. Return Piping to be 2"_ inch to keep velocity @8 fps max. at _82_ gpm Maximum System Flow Rate. Pool Pump I Energy Efficiency Requirements APSP-15 Pool Pump Controller. Time Clock Set to run daily @ 36 gpm for 375 Min. to achieve one complete turn over in less than 12 his max. Minium run time of 375 mins.1 gal. / 36gpm = 375 min. Pool Filter 13,500 /375 min. / .375 = 96 filtel's min sq. ft. Pump selection using TDH & Calculator ( see attached form) 8. WATER VELOCITY MAX 8FT/SEC AS PER FBC-R 4501. 9. POOL BARRIER SHALL COMPLY WITH FBC-R 4501. 10. EQUIPMENT FOUNDATION PAD SHALL BE MIN. O THICK 350 3,000 PSI CONCRETE SLAB OVER WELL COMPACTED GRADE. IL WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R 450111 12. ALL STEPS, SHELF; AND SWIMOUT BENCH EDGES SHALL HAVE A 'TILEBORDER OF OPPOSIT . COLOR OF GEM FINISH FOR VISIBILITY. - 13, ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM 14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #VS CONTINUOUS. 15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6" ABOVE SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 FT. LOCATE NO GREATER THAN 4 FT ON CENTER AND 9" ABOVE WATERLINE, 16. TRENCH DRAIN COVER(S) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL 17. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES. 18. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 19. SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS DEEP AREA: 1 VERTICAL IN 7 HORIZONTAL, DEEP END:1 VERTICAL IN 3 HORIZONTAL. 20. PRESSURE GAUGES (SEE DETAIL) SHALL BE INSTALLED'ON FILTER PUMP FOR FINAL INSPECTION. 21. HYDRO -STATIC -RELIEF DEVICE INSTALLED 1N AREAS THAT EXCEED 1 FT WATER TABLE 1N SHELL. 22. LIFE SAFETY: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION. NO CHILD SHOULD BE LEFT UNATTENDED. THE POOL DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH, OR INJURY DUE TO MALFUNCTION OR FAILURE OF A BARRIER OR ALARM. REVIEWED FOR © CODE COMPLIANCE ST. LUCIE COUNTY SOCC Install pgoV'i�a per ANSI 3,5,7,15 and 16 5 Pool patio and equipment to be inraa' dance with FBC 2020 code chapter 641E-9 FAC and requirements of FBC Ch 4,454 All bonding Wd'electrical noted on a separate sheet. To be current with all codes AGE_Scj ► / See attached TDH forms \��`�� I - E N sF No.81238 1 , STATE OF 64/� Adams Consulting & Design, Inc. / Surfside danyelj78@gmail.com Designed for: , �� �A®��\\\� �v ��// Davis Residence 12805 79th StreetS Rockscapes Phone: 772 519 0772 1546 Pulitzer Rd. Terenc chlltt,PE#81238 Date Fellsmere„FLorida 332948 Fax: 772 4612786 Fort Pierce, Florida T.E. S C H LILT 1555Indian River Boulevard, Suite B-145 Vero Beach, FL 32960 01 N E E E N R 1 N s CA# 32295 772.360.4998 info@schlittengineering.com . ,. T SCALE: 1/8n = 11 Pool and spa to be in accordance with FBC 2020 residential code chapter 45 Install pool/spa per ANSI 3,5,7,15 and 16 Pool Size: 15' x 30' Depth: 3' to 5'6" Area: 450 sq. ft. Perimeter: 90 ft. Gallons: 13,500 Filter: 150 g.p.m.Cartridge Pump: 1 H.P. Automation: Time Clock Skimmer: 1 32" Safety drain: 1 Returns: 4 Swim out: 1 Turnover: 375 mins. Pool Finish: Gem coat Light: 1 LED Color changing Coping: Paver Deck type: Paver Patio area: 810 sq. ft. Deck drain: PVC Automatic cleaner line Chlorinator: 1 Child safety alarm REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC \\`� NEE- scti `���Q��' ��G E N S�• ��� /ice A No. 81238 * = 00 STATE OF Adams Consouting & Design inc. Surfside danyelj78@gmail, .com Designed for: /111 II I 12805 79th St. sz�pvs Davis Residence �v /� Rockscapes Phone: 772 519 0772 1546 Pulitzer Rd. Terence Schlitt, PE #81238 Date T.E. S C H LILT 1S55 Indian River Boulevard, Suite B-145 Fellsmere,,FLorida 32948 Fax: 772 4612786 Fort Pierce, Florida E N 13 1 N E E R I N 0 Vero Beach, FL 32960 CA#32295 772.360.4998 info@schlittengineering.com