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HomeMy WebLinkAboutpool-07022021152915Concrete Filter Pad Lfi ar area ronof i panel .a,. F--f uyn "c. ..,......a "'." .- Pool patio and equipment to be in accordance with FBC 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 Confirm filter location SCALE: 1/8" = 1' RECEIVED APR m 5 2.021 O�®*® �� ?ermittir,g D5partmcnt 41�10 ilv%pl III, ON Go ®coo 00 P 1 00 Size: 20' x 40' Depth: 3'6" to 5'6" Area: 810 sq. ft. Perimeter: 120' Gallons: 26,932 Coping: Over pour Filter: Cartridge Pump: Pentair, Variable speed Lights: 2- LED Pool Coating: Gem Deck type: Spray deck Area: 1,544 sq ft Drain: Deck o drain Automatic Cleaner line Child safety C E!SCy h �Qi',•�`CEN4,�j�� i i No. 81238 Adams Consouting & Design Inc. SurfsideRockscapes danyelj78@gmail.com McCain Residence /'� ��"� •��oRlop•''��'�� 79th St. Phone: 7725190772 SORS 1320 Mallard Court Terence schlitt, PE#81238 Date12805 T.E. S C H LITT 1555 Indian River Boulevard, suite B-14s 111I tl Fellsmere„Florida 32948 Fax: 772 4612786 CPC 1458452 Fort Pierce, Florida 34982 ENGINEERING Vero Beach, FL 32960 CA#32295 772.360.4998 info@schlittengineering.com aa�l(rdxrN01E rRODMlG�WDasaNJbM1TIGsauxt®xMll wnusmwa-PrEp %' Retumeye ball IMSB�wrr®x®ralxwlF6PRL6N0rp®ri81rU1gM1G Z. Rehm PIPIM 4D esan I tlunnelDRi Cham. wAava 7 � �I�Nt 6'Mxepw S6• 06 MaaMlPap11P LoNGrrumbu POOLSECIION No scale M"fiDW 6'percec. NOTE: ~-P'•o• Deco single gunnel dual outlet RB V&L PeFRC41o1.6.6 OursiDE ANGLE OF REPOSE I pG'AND FURTHER • POOL MAIN DRAIN DETAIL4"THtcKWALLSW/#3'S@12"O.C. En. WAY is- 5" To 61 THIIX WALLS W/ADDYL e�5` CTS @ 12" O.C. Ea WAY �: �i,�- ANSMor R mm N( " 0'-3"= • 6" To 8" THIOf WALLS W/ ADDI'L To be Installed on the filter #I @ 12" O.C. EA WAY pump for a final Inspection ANGLE OF REPOSE Pressure guage 0. Vacuum guage Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size 8 fpc 10 fps 1" 21 gpm 0.23' gpm 0.3 1.5" 50 gpm 0.14' 62 m 0 1' 2" 1 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 .10' 4" 313 gpm 0.05' 6" 712 gpm 0.03' phn6nxBINeS tRxarpamtn �'- TOYR1BaNN MauR ' UMMREPP s Lwxt Food � +A ,, eawraonaw C<kRgxFNo 4'xa RwuvaEExo SHORING DETAIL 1L7R�.us OaraWal rtranlERan Mwmx& AlppPatPuo Towu+treuA tNmDAa+aRn ("M VAus NRA9 None IIOWE MEN WE LSIaE(M) Typical Wall & Floor Section / Well Point Pool one pump System Pool equipment to be bored par maulacum spas..• bolls Filtration pump PR9AEGNlf 'r A W/AFRae' > C& xmaroaE4X PIPE DIF. Pao lay®1iaCf4WF! 1awRsoae-v RESIDENTIAL SWIMMING POOL NOTES o¢a{Amlarartam6 @1Y'4CAsauP49 1. CONSTRUCTION SHALL COMPLY WITH FBC 2020, ANSI-7 AND ANSI-15. 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. xAv > > 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 ASAFE 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. II 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 98% DENSITY BY TAMPING SOLIDLY. SOILS BENEATH THE PATIO SHALL BE COMPACTED SIMILARLY, POOL BACK FILL SHALL BE TESTED BY A SOIL ENGINEER © A-wvaan,wPur fir" c-PoxfnmWli+�uiEn[a &M+ResE ��Sr o-wma E-WgawmR P$ :Y ^/-�3tYArvuVEPFMeANs,eille I�ILnJH)-I�iwYVuvE 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 _34_ Ft_4.5_ x 7.48 (gal/ Ft) _ _26,932-ga1_ (Surface Area) (Average Depth) (Volume in gallons) 2.Determine Flow Rate: _26,932.ga1_/_476_=_36gpm_+_26,932_= 36gpm_ (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. 2011 Pool Pump 1 Energy Efficiency Requirements APSP-15 Pool Pump Controller: Time Clock Set to run daily @ 36 gpm for 664 Min. to achieve one complete turn over in less than 12 hrs max. Minlum run time of 664 mins. 26,932 gal. / 36gpm = 684 min. Pool Filter 26,9321664 min. /.375 = 96 liter's min sq. @ Pump selection: (012530) using TDH & Calculator ( see attached form) Pentair Inteli-Flo Variable speed 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 FBC-R 4501.21 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A 'TB.EBORDER. 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 0'S CONTINUOUS. 15. HANDHOLDS SHALL BE INSTALLED AT POOL EDGE WHERE BOTH THE DECK IS GREATER THAN e' 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 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 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. vjO M Install pool/spa perANSI 3,5,7,15 and 16 Pool patio and equipment to be in accordance with FBC 2020 code chapter 64E-9 FAC\ \ \ I and requirements of FBC Ch 4,454 \\, r, S c All bonding and electrical noted on a separate sheet. To be current with all s�a , - - _ - - / .� ✓.• CETgs y�/ //j No. B1238 Adams Consultin & Design, lnc. g g SurfsideRockscapes McCain Residence �a OF 1280579thStreet Rs/ danyelj78@gmail.com 1320 Mallard Court t ` STATE TerenceSchlitt,PE#81238 Date /�� ., , P,•' tORIJ'`' Phone: 7725190772 Fort Pierce, Florida 34982 T.E.SCHLIIT i Vero Beach, FL 32960 / Vero Bach, River Boulevard, Suite B-145 ///'9 ®%IAA- Fellsmere, Florida 32948 Fax: 772 4612786 ENCA NE ERINe CA#32295 772.360.4998 info@schlittengineering.com 111 UNLESS STEEL v. `�' �j4r N !'nGJkB frf 4{pw Vl d NM the fit i 'S �:tt FStltf ♦ ��wi t 8e -^ I i a 3i L4vi i •�r 1! 1 rr �' i h a'� M`i a �>non i „�Y• ,.C1;d11c /4.tAtsi t';'R.J ?I WCY aixm+t •J1 •"al }g�yr l A}! •"'hNi'M1S.zp Ndr,s2tM*+ •'PAa ita. i:AAAPK z� - i 1 1 i 1 i v a s i M R F i l f 1 1. Y 1 � l a ' F ya i i+ Y Install pool/spa per ANS13,5.7 and 15....... !!`t installation must s s e t Y to the FBC2020 and applicable localsr' Son& wit GiJ i►WfflflYtltltlG2J. iAanrt Nrailtle�t 7tuae2ri'•tl"M9ma laaMpgtlAF1ID or Ibea. swow t I I It.-ST. Isau MLOW "IYgI�allaalrt Ir oux.- W RAL i� i rT06` 6BED1d M-GRADS Adams ; ♦ Design Consulting M