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HomeMy WebLinkAboutConstruction PlansI Concrete Filter Pad Clear area in front of pool panel L 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: 15' 00' Depth: 3' 6" to oS' 'Area: 470 sq. ft. Perimeter: 110' Coping: Over pour Lights: 1 LED Filter: Cartridge Pump: Pentair varible speed Pool Coating: Gem Stone Deck type: Area: Drain: Deck o drain Automatic Cleaner line Sun shelf FILE COPY t Iruh NODE COMPLIANCE ST. LUCIE COUNT \\ .--SCy' ENs�• C®�% A No. 81238 STATE OF �i_ � •. �ORIDP.• ��_�� Adams Consulting & Design Inc. Surfsidedanyelj78@gmail.com Kod Rohan/ � z12805 79th St sz�Rs Rocks capes Phone: 772 519 0772 7204 Shanos Trial �v T.E. S C H LITT 155S Indian River Boulevard, suite B-145 Teren lift, PE #81238 DateFellsmere, FLorida 32948 Fax: 772 4612786 Port Saint Lucie, Florida 34952 ENDINEERING Vero Beach, FL32960 CA# 32295 772.360,4998 info@schlittengineering.com 1 IriCRiANrNOIE PDO<11rK'�NRDMDf�gIR�6N10V.®N/WI RAIQ�IIWIB-D'OBP /Wg mwmeWRiic Im-impooLisNarDm FoRmm 7 3'G• 3r Lr SEEM _ IVINMMOWD117 FAO "awar NOTE: OUrSIDE ANGLE OF REPOSE 6' AND FURTHER = or6'11E (aOP�SCo 6'PMRaoR LONGITUDINALPOOLSWIM No scale I♦ 4" THICK WALLS w/ #3's @ 1211 O.C. EA. WAY 3'-5'= 5" To 6" THICK WALLS W/ ADDT L #3's @ 12" O.C. EA WAY pS P� 6" To 8" THICK WALLS W/ ADDYL #3's @ 12" O.C. EA WAY ANGLE OF REPOSE Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size g fpc 10 fps 1" 21 gpm 0.23' gpm 0.3 1.511 50 gpm 0.14' 62§pm Ohl' 2" 82 gpm 0.10' 103 g 0.16' 2.511 1-17 gpm 0.09' 146 gp - 0.1.3' _ - 3" 181 gpm 0.07' 22 gpm .10' 4" 313 gpm 0.05' 2 gpm 0. ' 6" 712 gpm 0.03' ONSDARMS ibWMrrx4 B,M u;"M@dQC-\ /--I112311POWAIL RAsrG9$1F& q� TbPRaelrPovr w/acur c Exb71Na REs1oErlrf STAB CLWML Fawt v' rXeX17PW®10 w ti+ EMS 011 . awwoosmrrt SHORING DETAIL W Return ee hall 2.m 4 Return piping VGB series 3r Channel Drain u Li 2" To Pump Max flow V per sec Single Channel dual outlet Per FBC-R4101.6.6 POOL MAIN DRAIN DETAIL RaMGS.1Rrs1 St4►1Fi0a1 lln?a� Nlua®ae VinE 19na n GM&WaL P0Nftwrfr..m hwlalw& la0alax Nnp oW6Lf"W"M TVABOrffr"F4x t7� Gw'a UITMOM 0 po °° P ErnE PAID 4o+�saoa-sie.i- reY@1rQC6kWAI 4'Da fait soARV-o' N, DeF,AM MEeV6 @11rocAssoxt qo� MSC 7bRw "r c fir. P" NOTE II DBM MAX WALLSLOPE (i4P) Typical Wall & Floor Section / Well Point Pool one pump System Pool equipment to be bolted per mauFacures specs. • • bolts Filtration pump Pa M EGNlM • > > To be installed on the filter A w/ARRa� pump for a final inspection > > > > C • Pressure guage & • • Vacuum guage & B • PIPE Lermm aE4 X �1 f PIPE DN. r I aae 1 E © A -Fa aUnNifM 8-F4R&LNrSIFIM C-1IMME1W1PMAGWE&AAME &o DF6aa1 E-oFalNaat vuEPeonr"usE 2011 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 avg.- x _30_ Ft`4.5- x 7.48 (gal/ Ft) =-14,204-ga1_ (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate:-14,204-gal_ / _394_ = _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. Patio to be 4" thick concrete w/ fiber mesh 2011 Pool Pump I Energy Efficiency Requirements APSP-15 Pool Pump Controller. Time Clock Set to run daily @ 36 gpm for 394 Min. to achieve one complete turn over In less than 12 hrs max. Minium run lime of 394 mins.14,204 gal. / 36gpm = 394 min. Pool Filter 14,204 / 394 min. / .375 = 96 filter's min sq. ft Pump selecfion: (012530) using TDH & Calculator ( see attached form) Pentair Model 012530 RESIDENTIAL SWIMMING POOL NOTES I. '`CONSTRUCTION SHALL COMPLY WITH FBC 2020, ANSI-7. AND ANSI -Is. 2. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF EXISTING LOT AND RESIDENCE. POOL CONTRACTOR/OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR/OWNER SHALL LOCATE ALL UTILITIES 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. 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEET AWAY FROM POOL OR TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED 1:20-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 12 INCH LIFTS. If WEAK SOILS CANNOT BE REMOVED, POOL SHALL BE DESIGNED AND BUILT ON PILING 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 9891a DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE 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, 9. POOL BARRIER SHALL COMPLY WITH FBC R 4501. 10. EQUIPMENT FOUNDATION PAD SHALL BE MIN. 4' THICK 3'xT 3,000 PSI CONCRETE SLAB OVER WELL COMPACTED GRADE. 11. WATER EQUIPMENT SHALL COMPLY WITH FBC-R 4501 AND SKIMMERS SHALL COMPLY WITH FBGR 4501.21 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A ITH EBORDER.OF•OPPOSIT€ COLOR OF GEM FINISH FOR VISIBILITY. 13. ALL STEPS 46 switv10UTS SHALL, BE SOLID GUNTTE, ALL GUNITE SHALL BE 3,Op0 PSI MINIMUM 14. SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #3'S 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=STATICL. RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER SHELL 22. LIFE SAFETY' A_ BARRIER OR ALARM IS-NOTA SUBSTITUTE FOR RESPONSIBLESUPERVISION.-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. WIG O HEVf�-wtU FUH Gods J��\NG � CODE COMPLIANCE PoP�s ST. LUCIE COUNTY OCC Install pool/spa perANSI 3,5,7,15 and 16 Pool patio and equipment to be In accordance with Fec 2020 code chapter 64E-9 FAC and requirements of FBC Ch 4, 454 All bonding and electrical noted on a separate sheet. To be current with all codes Adams Consulting & Design, Inc. SurfsideRockscapes Kori Rohan 12805 79th Street z�Rs danyelj78@gmail.com 7204 Shanos Trial Terence 'Mitt, PE#81238 Date Phone: 772 519 0772 T.E. SAC H LITT 1555 Indian River Boulevard, Suite B-145 Fellsmere„Florida 32948 Fax: 7724612786 Port Saint Lucie, Florida 34952 E N O 1 N E E a I N E3 Vero Beach, FL32960 CA#32295 772.360.4998 info@schlittengineering.com AINLESS STEEL HANDRAIL iAME BONDING FOR LADDER) R W/ #8 BOND � APPR. BOND CLAMP PoolBOnd PaR No. f+( OdBi® tad Water Bonding Fitting PB-2006 Parts List Part QTY DesaI 1 I 11PB-21111- ZI 11 Bondin 0 3.076 • Comgtles with Nation Electrical CodeZ80.26(C) UL Listed • 1" NPT Water Bonding Suing 10.6 Total Square inches Equipotential Bonding Loop #8 copper around Pool N.E.C. 2017 sec. 680.26(C) Install pool/spa per ANSI3,5,7 and 15........ W`• Electrical Equipment Wiring, Grounding and Installation must conform to the FBC 2020 N.E.C. and applicable local codes 12v LIGHT OPTIONAL 2N0 SERVICE PANEL TRANSFORMER W/P W/p JUNCTION-BOX(S) MIN OF 8" DISCONNECT DISCONNECT W/P 3# 8 IN 3/V CONDUIT ABOVE POOL DECK G.F.1 POOL TIMER w/ POOL DECK S.P. — S.T. WATER LINE NOTE: TOGGLE -SNITCH WATER -PROOF G.F.I. MusT NOT BE MORE o f 06 3 #121N N.EGAPPROVEDr.l THAN 20' - 0" FROM a 1h"CONDW P PVCComff 7 POOL -EDGE AND at NOT WITHIN 10' - 0" OF POOL -EDGE ` NOVA► ELEL7MraUWOxrc&RUCoWMVTOMECAmaEN0680 ELECTRICAL DIAGRAM 18" MIN. - 24" MAX. #8 SOLID BARE COPPER ENTIRE BOND WIRE loop around pool PERIMETER 4" TO 6" BELOW SUB- GRADE NOTE: BONDING GRID REQUIRED AT PERIMETER OF POOL IN AREAS ���i�VV�� 1-Ur, PAVED DECIUNG ONLY EQUIPOTENTIAL BONDING DETAIL PER FLORIDA BUILDING CODE ADAPTATION OF THE N.E.C. 2017 SEC.680.26 CODE COMPLIANCL. ST. LUCIE COUNTY BOCC Adams Consulting & Design Inc. Pool Builder@ bel (south. net Phone: 772 318 8626 Fax: 772 5718108