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Home My WebLink AboutPool Construction Plan2W swim out 1W deep Edge the Edge tfle 3' deep 46' deep IN 30° custom pool 9' &a U (:) Pool Skimmer vac light IXdtdrain Existing patio Existing WP Ai, GFl Within 21P no doserthan 6' Residence SCALE: 1/8" =1' 8' x 14' Sundeck 10" deep Pool control panel C N C 0 v a E E 3'xV concrete Fllter Ped dear area 11 front 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 Pool Size: 14' x 30' Depth: T to 5'6" Area: 420 sq. ft. Perimeter: 88 ft. Gallons: 10'490 Filter: 150 g.p.m.Cartridge Pump: 3/4 H.P. Automation: Time Clock Skimmer: 1 Returns: 4 Swim out: 1 32" Safety drain Turnover: 349 mins. Pool Finish: Gem coat Light: 1 LED Color changing Coping: Over pour Deck type: Spray deck on concrete Patio area: 546 sq. ft. Deck drain: PVC Automatic cleaner line Confirm child safety REVIEWED FL T. LUCIE C. e F . �► B0 , % No. W238 r , r , STATE OF FLOR��P'•(� 4Z- Adams Consouting & Design inc. danyelj78@gmail.com Designed for: 12805 79th St. Surfside Phone: 772 519 0772 Blanton Residence ' Terence Schlitt, PE #81238 Date ��R�s Rockscapes 2305 Trowbridge Road T.E. SC H LITT 1555Indian River Boulevard, Suite B-145 Fellsmere„FLorida 32948 Fax: 772 4612786 Fort Pierce, Florida E N G I N E E R I N G Vero Beach, FL 32960 CA# 32295 772.360.4998 info@schlittengineering.com NOMMBQAF0ADNonWGsAuomNWromussTw if-CrEeP auffi�0E30mRe.? WPOC.6NOTtMFDFCR MNG • a' 3' 1r I Rlsem sw_ MMiMnND20' Mho AN11aaU7 NOTE: OUTSIDE ANGLE OF REPOSE 6' AND FURTHER = 4" THicK WAus w/ #3's @ 12" O.C. EA. WAY 3' - 6' = 6" THICK WALLS W/ #31s @ 1211 O.C. EA. WAY 0' - 3" - 8" THICK WALLS w/ #31s @ 12" O.C. EA. WAY POPS 6°MNRmt Ar-' TW 6 1 �71 P ` a • _�1!i1 ANGLE OF REPOSE v•I ^v 4 W Return eye ball 2' Return piping VGB series 32' Channel Drain Li U Lj_ y2"To Pum MaxfiowV persev. E>miw Single Channel dual outlet FaCEIWALL Pa FRC430L6.6 POOL MAIN DRAIN DETAIL Aqua Star 32CDFLxxx AMEOFFISM 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' 4k gpm 0.3 ' 1.511 50 gpm 0.14' 62 pm 0 1' 2" 82 gpm 0.10' 103 g 0.16' 2.511 117 gpm 0.09' 146 gp 0.13' 311 181 gpm 0.07' 22 gpm 0.10' 4" 313 gpm 0.05' 3,k gpm 0. 7' 6" 712 gpm 0.03' MTB6DtaDKW TbFiaeirx4' Bt aW tAR:ars@QOG RrsEOCEWorL PIu7c9r£rrl3 9n- TbReeiRrn WARM �S', ° Ekb71NG RE90En�Sue LWML doG 4 FAIN a ° ° �tg 2'x4*XlZN M +� BUMFColeiwh �xg PW5em9mw SHORING DETAIL To be installed on the filter pump for a final bhspeetlon Pressure guage (53 Vacuumguage 8 i1E PAD REMGaai4ait 49L_ B MNRouh GEL 7HOME RESIDENTIAL SWIMMING POOL NOTES rWicelso�e4 ocawa t�roa51. CONSTRUCTION SHALL COMPLY WITH Fac2020, . ANSI-7, AND ANSI-15. S 2 PLOT PLANS NOT PREPARED FROM -LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE POOL Q77LLCAs9ax4 CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY PRIOR TO CONSTRUCTION. 14 � go9�s 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES AT THE SITE AND MAINTAIN MINIMUM CLEARANCES PER CODE. CALL 811 BEFORE CONSTRUCTION BEGINS. ForrER WRL c 4. POOL DECK SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SLIP RESISTANCE FiNISH AND SHALL BE UNIFORMLY SLOPED TO PREVENTSTANDING WATER. AMOM RW 5. POOL DECK SHALL HAVE A MINIMUM PITCH OFTHREE INCHES IN TEN FEET AWAY FROM POOL OR 7b1N9LftraLW p Q c� i. P TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 1 :20 UNLESS NOTED PER PLAN. %VEND NMPCa a o �. 6. FOUNDATION SHALL PROVIDE ASAFE BEAMING CAPACITY OF 1200 PSF MINIMUM, ORGANICS, MUCK, on -OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED UPON EXCAVATION SHALL BE REMOVED 1, AND THE AREA BACKFIU.ED WITH WELL GRADED GRANULAR FILL AND COMPACTED IN 121NCH LIFTS. II Gwa WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING SYSTEM WITH tlra1111awr 93 P STRUCTURAL SHELL. 7. CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION AND WITHOUT DISTURBING THE NOTE II I ,)BC SMAXWALLSLOPE(1VP) PLUMBING. BACKRLL 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 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 8R/SEC AS PER FBC-R 4501. Pool Spa one pump System BARRIER9. POOL K 10. EQUIPMENTFOUNDA FOUNDATION HALL BE MIN. 4� THICK 3W 3.000 PSi CONCRETE SLAB OVER WELL Pool equipment to be bolted per maufacures specs. boles COMPACTED GRADE Filtration pump 11. WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBC-R MAC A -� ' ' 12 4501.21 STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A iILEIiORDER C!FOP.POSRE C All 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 #3'S CONTINUOUS. B 7PfPELPIK 0W7RToBE4x 15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN 6"ABOVE Du. SURFACE OF WATER AND WHERE THE DEPTH OF POOL EXCEEDS 4 FT. LOCATE NO GREATER THAN 4 Fr <u < < 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. A-R®atuta+ttnv 18. FLOOR SLOPES SHALL BE REASONABLY. UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 8 e-twh&iN9rW8t 19. SLOPE OF POOL FLOOR SHALL NOT EXCEED THE FOLLOWING AMOUNTS' SHALLOW END TOWARDS C-PoaRoewePFMU*C M &ARF9ff DEEP AREA: 1 VERTICAL IN 7 HORIZONTAL,DEEP END:1 VERTICAL IN 3 HORIZONTAL 6F 20. PRESSURE GAUGES -(SEE DETAIL) SHALL BE INSTALLED ON FILTER PUMP FOR FINAL INSPECTION. a E-O7Q�0uR 21. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL 3MAN"I'DWINa8ttli E 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. } I { n) 12iWrViuE �(� his indicates MAX flow from the Flow PLUMBING MAGRAMj and f ' 'on loss chart. 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 gp er skimmer 1. Calculate Pool Volume: _14_ x _30_ Ft 3.35_ x 7.48 (gal/ Ft) = 10,49 dal_ (Surface Area) (Average Depth) olume in gallons) 2. Determine Flow Rate: 10,490�a1_ / _292_ _ _36 gpm = 36 gpm_ (Volume) (Turnover Minutes) (Pool Flow e) (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 292 Min. to achieve one complete turn over in less than 12 hrs max. Minium run time of 292 mins.1 gal. / 36gpm = 292 min. Pool Filter 10,490 /292 min. / .375 = 96 filter's min sq. ft. Pump selection using TDH & Calculator ( see attached form) OIS\GX1 €r Install poolj$a per ANSI 3,5,7,15 and 16 S Pool patio and equipment to be in adgance with FBC 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4,454 All bonding Arlid'eleetrical noted on a separate sheet. To be current with all codes \ w See attached TDH forms 4V "V\oE�'SF �� No. 81238 = , � v STATE OF i®� Ft0RIOP-"�e�\\�� Adams Consulting & Design, Inc. danyelj78@gmail.com Designed for: \\ 4e J WAv" 12805 79th Street sc)R�s Surfside Rocksca es Phone: 772 519 0772 Blanton Resldenceerence 2305 Trowbridge Schlitt, PE #81238 Date Fellsmere„FLorida 332948 p Fax: 772 4612786 Road T. E. S C H LITT 1555 Indian River Boulevard, Suite B-145 Vero Beach, FL 32960 Fort Pierce, Florida E N 0 1 N E E R 1 N Q CA# 32295 772.360.4998 info@schlittengineering.com LM=b �iof A.i` PooiBond Part No. Pq I Water Bonding Fitting Pe zoo6 Ems � 0 • • ' -• 3.675 • Complies with Nation Electrical Code 680.26(C) • UL Usted 1 ° NPT Water Bonding Fitting • 10.6 Total Square Inches. f, I I: y i a i r 'a Mastailpool/spaper M p P' j79--echicd Equipment 1 l Grounding t and nsti MEC. and applicable local codes WAIP KOCOAr Existing W/P ,NtaArRtla�1ir�i GFI Ra�Jt ilftiitliP4ftDftz '=- , NOTE: Tadmi4lam Water -Proof G.F.I. Must not be more Than 20' from' pool edge. And not within 6' of Pool edge � 1 bW `�. .+1 1 D1ivaastf+a My= �t"11 1 RE US� n• c .J.) r.wcu,ra Purnao drTor W SM- MI NMDONDINGGRIDMIUMAT PERUMMOPPOOLINAMU OPPAVED' M ONLY Ii ` a!��1 � TJ` 'Y 7, 4��• '�R � •'� i '11i DMAZURDINGCODEADAPTABON OF i�N.%d4:. ZJD10a7ECfi .2iA FBC 2020 PoolB,uilder@bellsouth.net EI - t I ► ..i,r is E ZIP gg,10. it, k t I - , , <�:� � momsona Part No. P90IB® I �� u�rracw. Watpr Rnndinn Fittinn. PB-2008 D _ 1.35 0 _ • Complies with Nation Electrical Code 680.26(C) oeozstct UL Usted %-0 P NPT Water Bonding. Fining • 10.6 Total Square Inches Install pool/spa per MSDA7 and IS ....... W.L- i r_'i _'r,p must Q.p, r Pi t: gyp`-.' FB N.EC and applicable localza-des trr,,�r Exlsting W/P GFI NOTE: Water -Proof G.F.I. Must not be more Than 20' from pool edge. And not within 6' of Pool edge ' II%wmxm V901.1NrM111*1 EL=AWALDUXMK MR. AVIS ,• i r: m a• M 4' r SOUDca"M BOND Wd Jr TO I rm 1 EQ 0Tf!iM BOMIN[a DErAK FBC 2020 °> Adams Consulting & Design Inc. ,Z PoolBuilder@bellsouth.net Phone: 772 328 8626 mac_ 772 571, SIM