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Home My WebLink AboutPOOL & SPA SPECIFICATIONSSCALE: 1/8" =1' Bubblers2" Vac Ilne 2" 3' x 6' Concrete Flbr Rad tlear area In fiont of pool panel 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 REVIEWED FOR E C®®E COMPLIANCE ST. LUCIE COUNTY B®CC Pool Size: 15' x 32' Depth: T to 5'6" to 3' Area: 360 sq. ft. Perimeter: 80 ft. Gallons: 13,763 Filter: 150 g.p.m.Cartridge Pump: 1.5 H.P. Automation: Time Clock Skimmer: 1 Returns: 3 Swim out: 1 Turnover: 371 mins. Pool Finish: Gem coat Lights: 2 LED Color changing Coping: Over pour Deck type: Spray deck on concrete Patio area: 1,018 sq. ft. Deck drain: PVC Automatic cleaner line Chlorinator: 1 Child safety alarm No. 81238 r , W f STATE �F ,' �! Adams Consouting & Design inc. danyelj78@gmail.com Designed for: T� 12805 79th St. S;�-R�s Surfside Phone: 772 519 0772 Stefani Residence Terence Schlitt, PE #81238 Date Fellsmere„FLorida 32948 Rockscapes Fax: 772 4612786 20024 Southern Star Drive T.E. S C H LITT 1555 Indian River Boulevard, Suite B-145 Fort Pierce, Florida EN 01 N E E R IND Vero Beach, FL 32960 CA# 32295 772.360.4998 info@schlittengineering.com mpawmaNm HDausa6aoamNofaorsRPs6wnr�rraxy IO<Ylt$,Iwllr-arr� wos�vur�RRQ.wnrswasnlorc�®wRa+nus 721r9" Risers sion NWMstR®t]7' NOTE: OUTSIDE ANGLE OF REPOSE 6'AND FURTHER - 4" THIOC WALLS W/ #3's @ 12" O.C. EA. WAY 3'-6'=6"THiacWALsw/ #31s @ 12" O.C. EA. WAY V - 3" - 8" THIOC WALLS w/ #31s @ 12" O.C. EA. WAY -------------------------- - (1)RIWOFM 0 0 111 P�S S'6, IrWROUR Tlt� If-6_ ANGLE OF REPOSE Data Rom' aWiu. ' ANGI.EOFRB'Qg 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 ' 1.5" 50 gpm 0.14' 62 pm 94 1' 2" 82 gpm 0.10' 103 g 0.16' 2.511 117 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' 6" 712 gpm 0.03' TbWeLP0' BWc tRRM@4o.0 RISCOMUn nrsn siw TbPRaeaRAN 9n tis . D%TrNG REsoEtr SM XWAL a ` aa�a Fact ti+a °n v SEWROMM CaNaaEwas 4xB PoY msew SHORING DETAIL W Return eye bail 2- 4 Return piping VGB series 32" Channel Drain maxflowV per sec Singlet channel dual outlet Per FRC4101.6.6 POOL MAIN DRAIN DETAIL Aqua Star 32CDFLxxx To be installed on the filter pump fora final inspection Pressure gunge (53 Vacuum gunge 0. REVIEWED FOR CODE COMPLIANCE 1,11*11MICIMM VRMRM ST. LUCIE COUNTY 143M RESIDENTIAL SWIMMING POOL NOTES®�^ • loammo c * 4.0 s'tloc (Q+Pa lT�+m it 1. CONSTRUCTION SHALL COMPLY WITH FBc2o2o,-. ANSI-7, AND ANSI-15. c y� D�a�o>,eays 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL Q1?ocros" CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF ftlxD NECESSARY PRIOR TO CONSTRUCTION. 4Ls VANToP" 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. -ff!Z10MK � RW� U�T�G 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL M111NIDIM& HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. AMOIAXRM G 1 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR 7bWa0WrLK o i RAX > 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 1 AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 121NCH UFTS. II a p ° WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH traBrrnw ° STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILLTHE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE NOTE II DeMMAXWALL90PE") PLUMBING. BACKFILL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH LIFTS. EACH LAYER SHALL BE COMPACTED TO 98% DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE Typical Wall & Floor,Section / Well Point PATIO SHALL BE COMPACTED SIMILARLY. POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER S. WATER VELOCITY -MAX BFUSEC AS PER F8C-R 4501. Pool Spa one pump System 9. POOL BARRIER SHALL COMPLY WITH FBC-R 4501. 10. EQUIPMENT FOUNDATION PAD SHALL BE MtN. 41HICK 3XT 3,000 PSI CONCRETE SLAB OVER WELL Pool equipment to be bolted per mauracures specs. • - bolts COMPACTED GRADE. Filtration pump 11. WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R PFERNGWE • > > 4501.21 A w/ARltaff 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A MLEBORDEP.OF OPPOSITE- C • COLOR OF PW FINISH FOR VISIBILITY. > > 3-> • • 13. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNRE SHALL BE 3,000 PSI MINIMUM B PIPE tFR6TRTo eE4x • 14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO It= CONTINUOUS. PFEO'� 15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN &' ABOVE SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 FT. LOCATE,NO GREATER THAN 4 FT t� ON CENTER AND 9" ABOVE WATERLINE. 16, TRENCH DRAIN COVERS) 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 w� &Ash ri2N#YVAN DEEP AREA. I VERTICAL IN 7 HORIZONTAL,. DEEP END:1 VERTICAL IN 3 HORIZONTAL. OURNM 20. PRESSURE GAUGES (SEE DETAIL) SHALL BE INSTALLED ON FILTER PUMP FOR FINAL INSPECTION. 21. HYDROSTATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED I FT WATER TABLE IN SHELL. vrr MLLIN 22 LIFE SAFETY: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION. NO CHILD ,"x 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. PLUMBING DIAGRAM 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-32_ Ft�-3.72_ x 7.48 (gal/ Ft) = 13,373-ga1_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: 13,373-ga1_ / _371_ = _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 ! Energy Efficiency Requirements APSP-15 Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 371 Min. to achieve one complete turn over in less than 12 hrs max. Minium run time of 371 mins.1 gal. / 36gpm = 371 min. 4" concrete patio 3,000 psi / fiber mesh Pool Filter 13,373 /371 min. 075 = 96 fitter's min sq. ft Pump selection using TDH & Calculator ( see attached form) r f� r�,Iwopv O� y Install pc,ot/3�'a per ANSI 3,5,7,15 and 16 s Pool patio and equipment to be in�ance with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4,454 All bonding el cal noted on a separate sheet. To be current with all codes\\\�� \\\\` t'-C ENS See attached TDH forms v ��;•��c F A% No. 81238 STATE OF • F�0R��P �� Adams Consulting & Design, Inc. danyelj78@gmail.com Designed for: Stefani �v Surfside Residence 12805 79th Street S��Rs RoCksCapes Phone:. 772 519 0772 20024 Southern Star Drive Tee ceSchlitt,PE#81238 Date T.E. S C H LITT 1555 Indian River Boulevard, Suite B-145 Fellsmere„FLorida 332948 Fax: 772 4612786 Fort Pierce, Florida E N 31 N E E R I N G Vero Beach, FL 32960 CA# 32295 772.360.4998 info@schlittengineering.com Poonjona Part N Water Bondina Fitting PB2 Parts List Part # QTY Descri fi movalm No 111- mm-1111 amm Compiles with Nation Electrical Code 680.26(C) • UL Listed -I" NPT Water Bonding Fitting - 10.6 Total Square Inches Equip,otentW13on&V ImGp #11 copper wromd Pool NXX. 2017 sec. 680.26[C) Installpool/spa per ANS13.5,7 and 15 ..... ... nm3Lustcon&rctofhe FBC 2020 XEC and applicable loval codes Sims%* ftwft =M0 w1m wir m Do:wma mwwr 'Mama srsm. wants* Nam 3winu H r urzApuawr N-W &PIP ELEMWALDUG RAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC V/ NOND WIRSkmparound pmA rTavp - L SUR-Cims EQXHtOT, ENTM BONDING DETAA-J,' PERELORMABURDING CODEADAPTABON OFTHENAC2017SEUM26 FBC 2020 Adams Consulting & Design --Inc. PoolBuilder@bellsouth.net phGTW �: 772 31,3 9626 Fax: 772 571810 rm • -7: L