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Home My WebLink AboutPool & Spa SpecsFountain 2" Vac line 2" Skimmer 2" YXV n er�Pad Confirm filter location Uearalea In front of pool panel � Pool controlpenel SCALE: 1/8" =1' 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: 16' x 32' Depth: 3' to 6' Area: 564 sq. ft. Perimeter: 107 ft. Gallons: 16,788 Filter: 150 g.p.m.Cartridge Pump: 1.5 H.P. Automation: Time Clock Skimmer: 1 Returns: 4 Swim out: 1 Turnover: 506 mins. Pool Finish: Gem coat Light: 1 LED Color changing Coping: Over pour Deck type: Spray deck on concrete Patio area: 1046 sq. ft. Deck drain: PVC Automatic cleaner line Chlorinator: 1 Fountain: 1 Child safety alarm (jo 4/ Bpcle couiv �'� C FI. COPY s cry %. 14(� 1 Adams Consouting &Design inc. , danyelj78@gmail.com Designed for: ••.•,.�� PLOP,\ : ��i�_ 12805 79th St. Surfside Phone: 772 519 0772 Harriman Residence / �/1I11I I scniitt, PE#81238 Date Felismere„FLorida 32948 Rockscap es Fax: 772 4612786 2830 S. Brocksmith Rd. T.E. S C H LITT 1555 Indian River Boulevard, Suite B-145 Fl-32960 Fort Pierce, Florida 34945 E N G IN E ER IN 13 Vero Beach, CA# 32295 772.360.4998 info@schlittengineering.com A. 0 11AWANFNDIB NODMNGBOMDADNDa-"smto6®NAWFoaus5 WB-0cap ZMEWIZIMFORCIZDEFOOLISNOME MEDF IDNNG I _ 3Y - III I r, >tr L711 72" 9" Risers V -gym _ MWAMMUD1D' NIMMIRM1Y NOTE: OUTSIDE ANGLE OF REPOSE 6'AND FURTHER = 4" THICK WALLS W/ #3's @ 12" O.C. EA. WAY 3' - 6' - 6" THicK WALLS W/ #3's @ 12" O.C. EA. WAY V - 3" - 8", THICK WALLS w/ #3's @ 12" O.C. EA. WAY ffti`ltE NSG��". P.GNOSCO 0M ROM f-naXM LONGmJDINALPOOLSwwN ANGLE OF REPOSE V� •p.!_v V.A � Exanrvs R61CDKE SLAB _v� a 0552 ` ANaEci Pam 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 8 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' 6" 712 gpm 0.03' T8N]6Duwwn ToFmmrx4 OEM flPRcaR@1roc Racaawru PIAs>c4ffnc TOPIRMN" WSW q NS ° EX6Tt1GnEsmERo=Sue LWAL boy °°va FaM a' ':OM4 T'x4'x2Zr" o BMFMMVA cocimmms 4xif FmwODSiM SHORING DETAIL W Return eye ball 2- 4 Return piping VG8 series 32" ChannelDrain 2" To Pump Maxflow B' per sec Single Cannel dual outlet Per FRC41OL6.6 POOL MAIN MAIN DETAIL Aqua Star 32CDFLxxx To be Installed on the filter pump for a final Inspection Pmssure guage (53 vacuum guage 6 M PAD F11MG 19101 �_ HA D110MM h3'MNAooR GUMFOMSM 1 RESIDENTIAL SWIMMING POOL NOTES ssX ORMOVM 4P D 1. 'CONSTRUCTION SHALL COMPLY WITH FBC2o2o, • ANSI-7, AND ANSI-15. W,AW V� DaBAmIBoa�ers 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL @1YocAss" CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF RauE NECESSARY PRIOR TO CONSTRUCTION. ��S 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SiTE AND MAINTAIN MINIMUM CLEARANCES PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. GM &&%VU U�T�c 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL MWDRW& HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. A111MA XPLM 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR TOWIROWL raE M > 0 Dp PM TOWARDS TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 120 UNLESS NOTED PER PLAN. WMDWnG� o v 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 o� AND THE AREA BACKFILLED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 12 INCH LIFTS. II ras Gp WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH ta�tphw a STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE NOTE II DewEEMAxWALLSLOPEP) PLUMBING. BACKFILL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH Typical Wall & Floor Section / Well Point TO 985% EATH THE EACH LAYER SHALL BE SIIMIILARLY SOLIDLY. SOILS IL LL POOL BACK FMPACTED ILL SHABY PATIO SHALL BE COMPACTED S. E TESTED BY SOING ENGINEER Pool Spa one pump System Pool equlpmentto be bolted per mwFacures specs.*- bolts Filtration pump PP�tEEG4rt • A w/AMF > > > > • B P1PELe&m, 4x • PIPE DU. A-FaFaLgmPm B-Hw&irasl m c-P=FCffiW?PR 9AT-G Z&aiPBff D•FMet E-OMMM Iln11Ln1I2VYVAM 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: _16_ x _32_ Ft 4- x 7.48 (gal/ Ft) = 16,788-ga1_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: 16,788-ga1_ / _467_ = _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 467 Min. to achieve one complete turn over in less than 12 hrs max Minium run time of 467 mins. I gal. / 36gpm = 506 min. Pool Filter 16,7881506 min. / .375 = 96 filter's min sq. It. 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. 4" THICK MAT 3,000 PSi CONCRETE SLAB OVER WELL COMPACTED GRADE. 11. WATER EQUIPMENT SHALL COMPLY WiTH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R 4501.21 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'TILEBORDER OF OPPOSITE - 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 03'S CONTINUOUS. 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 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 iN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL. 22. LIFE SAFETY: A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR RESPONSIBLE SUPERVISION. NO CHILD SHOULD BE LEFr 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. \ 7 COPY &p�s�G�` Install p�o!46 per ANSI 3,5,7,15 and 16 Pool patio and equipment to be In4CAdeanoe with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4,454 Al bonding aril \ ectrical noted on a separate sheet. To be current with all codes SC), .� See attached TDH forms -cER/ , 0 SF••A.� No. 81238 r - STATE OF A/ 1- O R IDP.•� Adams Consulting &Design, Inc. danyelj78@gmail.com Designed for: , 7 `�'6®6!l�+L / /lII 12805 79th Streetsz�Rs Surfside Phone: 772 519 0772 Harriman Residence �v Teren Schlitt, PE M1238 Date Rockscapes 2830 S. Brocksmith Rd. T.E. S C H LILT 1555 Indian River Boulevard, Suite B-145 Fellsmere„FLorida 332948 Fax: 772 4612786 Fort Pierce, Florida 34945 E N O 1 N E E R I N D Vero Beach, FL32960 CA432295 772.360.4998 info@schlittengineering.com .r ! If r '111 .- 5.i ••yI '1 t1� Pah LW.. PYt1 G':'►' 7�t mkt s `a�P *.l e _ 9 -r•r'! 'xi:ti s•#}7' j � t tr r t,r e. '-we, Oct 14-4aeAnAis1Dina=Ackcbt97t4 Zi >,1 t,"j i •?,hill Y&M timts d t9t..-g • 1W) ILa'.shl41K OX M!-f,t l ► ! ., M poollspa, per ANS13,5,7 and 15....... I.`..... Flectricd Equipment VFuin& Grounding and ustaRation conformtothe FBC 2020 NMC. and applicable locd codes MiL ! of" rA wr era Its ROMTtiiatiltWI TiliO&SIfR'[t NUM ,Tj I fTqT�l 'aaa !Y !a *,A- llrastir:-ZV !NAIL �aacrxm #BSKWUUODFM 4" TO fr REMWSMINOME IMEWRMANURMC CODEADMAMN OFTUNECZ017SECSOL26 i Adams Consulting & Design Inc. PoolB•uilder ellsouth.net ` Ph : 772 318 8626 Fax: 772 5718108 FILE Copy