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HomeMy WebLinkAboutPool LayoutM Install pool/spa per ANSI 3,5,7,15 and 16 Pool patio and equipment to be In accordance with FBC 2020 code chapter 64E-9 FAC SCALE: 1/8" =1' and requirements of FBC Ch 4,454 All bonding and electrical noted on a separate sheet. To be current with all codes Pool Size: 12' x 26' Depth: 3' to 5'6" Area: 268 sq. ft. Perimeter: 66' Gallons: 8,018 32" Safety drain Skimmer: 1 Returns: 3 Coping: Paver Filter: Cartridge Pump: Pentair Variable speed Light: 1- LED Pool Coating: Gem Stone Deck type: Pavers Area: 506 sq ft Drain: Deck o drain Automatic Cleaner line Child safety ? RECEIVED AUG 2 7 2021 St. Lucie County Permitting SO �� Z ,} No.81238 — TE OF ��� Adams Consulting & Design Inc. Surfside danyelj78@gmail.com Designed for: ., �v 12805 79th St �� Rockscapes Phone: 772 519 0772 ph ° Wasson Residence 5903 Hickory Drive Terence5chlittPE#i81238 Date T.E. S C H LITT 1555 Indian River Boulevard, suite B-145 Fellsmere, FLorida 32948 Fax: 772 4612786 Fort Pierce, Florida E N O I N E E H I N 8 Vero Beach, Fl. 32960 CA# 32295 772.360.4998 info@schlittengineering.com STEEL FOR )R W/ #8 BOND & APPR. BOND CLAMP Florida Statute (F.S.) 471.003 exempts electrical contractors licensed in the State of Florida from having to be licensed as a Professional Engineer when performing design of a residential electrical system less than 600 amperes. Specifically: 471.003(2) The following persons are not required to be licensed under the provisions of this chapter as a licensed engineer:......w.. .. (h) Any electrical, plumbing, air- conditioning, or mechanical contractor whose practice includes the design and fabrication of electrical, plumbing, air- conditioning, or mechanical systems, respectively, which she or he installs by virtue of a license issued under chapter 489, under 1part I of chapter 553, or under any special act or ordinance when working on any construction project which: 18" MIN. - 24" MAX ENTIRE PERIMETER 1- #8 B S NOTE: BONDING GRID PERIMETER OF POOL OF PAVED DECHI #8 SOLID BARE COPPER BOND WIRE W/ APPR. CLAMPS (ONE ON EACH SIDE OF POOL - 4 TOTAL) 4" TO 6" BELOW SUB- GRADE BARE COPPER WIRE ONDED TO POOL TEEL AS SHOWN REQUIRED AT IN AREAS NG ONLY EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTATION OF THE N.E.C. 2017 SEC.680.26 2.a. Requires an aggregate service capacity of 600 amperes (240 volts) or less on a residential electrical system or 800 amperes (240 volts) or less on a commercial or Electrical Equipment Wiring, Grounding and industrial electrical system; Installation must conform to the FBC 2017 N.E.C. and applicable local codes Equipotential Bonding Loop #8 copper around Pool SERVICE pppgL 12v LIGHT �_i TRANSFORMER OFvom2N0LIGHT Bonded to pool steel in 4 Places N.E.C. 2017 JUNCTION-BOX(S) sec. 680.26(C) DISCONNECT DISCONNECT W�P MIN OF 8" J•B• ABOVE POOL DECK 3# 8 IN 3/a' CONDUIT G.F.1 Install pool/spa per ANSI3,5,7 and 15 POOL TIMER W1 POOL DECK S.P. - S.T. NOTE: TOGGLE -SWITCH WATER LINE WATER -PROOF G.F.I. MUST NOT BE MORE e E 3 � THAN 20' - 0" FROM a �' %.CoNoIET POOI POOL -EDGE AND Heater NOT WITHIN 10' - 0" MEGAFFRovE01" PVCCOnmtm� �� �� ��� ///yyy �� • � � �� / /{ J J � �j OF POOL -EDGE ' �oo�gu•��o�erC�be��soutY�.wet NOTE-AUFiM Wrao-WancS)MUCavvmToMECAiumNo6BO ELECTRICAL DIAGRAM PkoK,e: Yj 2 312 9620 FRX: 772 571 9>100 41`110% W Return eye ball r'pDflWBaWmvNDE WBNUm9)NMNF=gS7WN9-WDW APOSL�aYartffi�Rxwts7F6PO0LBN0r0613�FaROMrG 2' Retumpiping 2' =1 VG8series 32* r1 n i� Channel Drain -.......... . ^ 5 : • - - - - - -- - - - - - - - --WARKLM--- ------ ------------ ---------------------- ....---. If 3' r, 11 (1)Rw "`11e CO �. ers D o167 • 5�6• P �MRRa lR • Wore SQL_ - WIP At7teo2M tiwarraR�2r LONGTTl1DINALP00LSECIION NOTE: OUTSIDE ANGLE OF REPOSE 6'AND FURTHER = 4" THICK WALLS w/ #3'S @ 12" O.C. EA. WAY 3'-6'-6"THIIXWALsw/ #31s @ 12" O.C. EA. WAY V - 3" - B" TmcK WALLS w/ #3's @ 12" O.C. EA. WAY ANGLE OF REPOSE sum ReE011Wiu FxSnm Rrsrbirr� 5r A aEOFRem 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' 62Njpm 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' (2)ESDAWNtis 1bhGWrx4' Dow t3roo@40C R9103WiLL RAstt4®m 9n. 1bPlearRw WAvaur a, DISI N6 RESIDIM SIAe LWixL pOG °via FaMSOMv ° Y`6gY Yx4'x2TNM®W a' COf1at76�flaY � dxe RWMS* M3 SHORING DETAIL Max1low s' persec. Single Channel dual outlet Per PRC41M6.6 POOL MAIN DRAM DETAIL Aqua Star 32CDFLxxx To be Installed on the filter pump for a final inspection Pressure gorge Qr vacuum guage Rarat(,WROl alu Rea RVOT OAM TARL. 37N'8D' GMNRmr c4aarenaa.srw. nHWeS • RESIDENTIAL SWIMMING POOL NOTES M@is o (Aae e-Ws 1. CONSTRUCTION SHALL COMPLY WITH FBC2020, , ANSI 7. AND ANSI-15. 4'11a v� oMavamlBoma�tw 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL @WC1CPs90ae4 CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF ROM=�D4�S NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES VANPER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. �Be`v`� rG Gm WaL �r�NG 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL MWDI S, ��. HAVING A SLIP RESISTANCE FINISH AND SHALL BE UNIFORMLY SLOPED TO PREVENT STANDING WATER. AnXHAXRM °c ti AIX 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR ibMW relm o Q i• > R TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 110 UNLESS NOTED PER PLAN. WelDIFft a� p o C 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 12 INCH LIFTS. II GME a p o WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEMWITH ucsrDRw STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE NOTE II DEMMMAXWA1LStOPE(TW) PLUMBING. BACKRLL MATERIAL SHALL BE CLEAN SAND, FREE OF ORGANICS AND PLACED IN 12 INCH LIFTS. EACH LAYER SHALL BE COMPACTED TO 987" 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 8. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501. Pool Spa one pump System SHALL COMPLY WITH FBO-R 4501. IFOUNDATION pER , EQUIPMENT PAD SHALL BE MIN. 4' THICK 3'17 3.000 PSI CONCRETE SLAB OVER WELL Pool equlpmerKm be bolted per maufacures specs.*- bolts COMPACTED GRADE. Filtration pump 11. WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R PrEMENGv,3: • > > 4501.21 A W/ 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A % EBORDER.OFOPPOSTTE - C • COLOR OF GEM FINISH FOR VISIBILITY. > > > > 13. ALL STEPS AND SWIMOUTS SHALL BESOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM r B Prre L et 4 x r 14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #VS CONTINUOUS. RPE Dit Pree Du 15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN &' ABOVE E SURFACE OF WATER AND WHERE THE DEPTH OF POOLEXCEEDS 4 FT. LOCATE NO GREATER THAN 4 Fr t� < < ON CENTER AND 9" ABOVE WATERLINE. 16., TRENCH DRAIN COVER(S) SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRES FOR REMOVAL 17. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES. A-MaLCMRnr 18. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 6-F &UWSWM 19. SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS: SHALLOW END TOWARDS ��&AR� DEEP AREA:1 VERTICAL IN 7 HORIZONTAL, DEEP END:1 VERTICAL IN 3 HORIZONTAL. E �� 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 Fr WATER TABLE IN SHELL 3VIPMAFRMAMRUR 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. PLUMBING DIAGRAM RECEIVED 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: -12_ x -26_ FL-4- x 7.48 (gal/ Ft) = -8,018-gal- (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: _8,018-ga1_ / _223_ = _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 223 Min. to achieve one complete turn over In less than 12 hrs max. Minium run time of 223 mins. 8,018 gal. 136gpm = 223 min. Pool Filter 8,018 /223 min. / .375 = 96 filter's min sq. it Pump selection using TDH & Calculator ( see attached form) AUG 2 7 2021 o © St. Lucia County "� ' Permitting Oil Install poi/' a per ANSI 3,5,7,15 and 16 a Pool patio and equipment to be InpaEca}adance with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4,454 All bonding aril electrical noted on a separate sheet. To be current with all codes �/ \\\\F,,�CE- SCE See attached TDH forms \����cENs�. `i>,!i� i No. 81238 TATE OF �4 .��� Adams Consulting & Design, Inc. danyelj78@gmail.com Designed for: Surfside Wasson Residence 12805 79th Street sc�R�s Rockscapes Phone: 772 519 0772 5903 Hickory Drive TerenceSchlitt,PE#81238 T.E.V S C H LIIT 1555Indian River Boulevard, Suite B-145 Fellsmere,,FLorida 332948 Fax: 772 4612786 Fort Pierce, Florida Vero Beach, FL32960 CA# 32295 772.360.4998 info@schlittengineering.com