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HomeMy WebLinkAboutEngineering•.1mnxrNola /DQ,fi'E WmMnrOEM1M'6/m�mNl�M' Imi6txNa-P® DH�G W 6T6RIIEtDR1®?�RRPMF iji-------- _._.-- �-- ---- - - - ------- wleymenx coNs77 .• s 4ANRmt s, mrmm MYM1601P LONGRUDrouPOOLSBUION No scale Flow and Friction Loss Per Foot Schedule 40 P.V.0 Velocity - Feet Per Second Pipe Size 8 fpc 10 fps n 21 gpm 0.23' gpm 0.3 1.5" 50 gpm 0.14' 62 m 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 10' 4" 313 gpm 0.05' 6" 712 gpm 0.03' es,am imigirocawm pumsoe a-0 110,00mleox114a ®rrcams" NmEtiOMUMMWAUSwe(l)Ml Typical Wall & Floor Section / Well Point Pool one pump System Pool erMpiumt m be boned PnPudb mp ••bons Filmd1on pump Pe Guz • > A VO4flaff-► Note No Main B PKIe Drain F- Pff#ametl CG © RW �r�\G\ ' C-RUAmtxTRmrtfsuza/R106 t,0 wcael E-0haegm . � RwxrBSIIH 2011 VGB Pool Entrapment Requirements APSP-S and 7 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: _14 avg._x_28_ Ft_4_x 7.48 (gal/ Ft)=_10,086-saL- (Surface Area) (Average Depth) (Volume in gallons) 2.Determine Flow Rate: _10,086_gal_/_280_=_36gpm_ + = 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 APSP45 Pool Pump Controller. Time Clock Set to run dairy @ 36 gpm for 394 Min. to achieve one complete turn over In less than 12 hrs max. Minlum run time of 394 mins. 10,086 gal. I36gpm = 280 min. Pod Filter 10,0861280 min. 1.375 = 96 filter's min sq. It. Pump selection: (012530) using TDH & Calculator ( see attached form) Pentair Model012530 RESIDENTIAL SWIMMING POOL NOTES 1. CONSTRUCTION SHALL: COMPLY WITH FBC 2017,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. 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. 5. POOL DECK SHALL HAVE A MINIMUM PITCH OF THREE INCHES IN TEN FEEL AWAY FROM POOL OR TOWARDS THE DRAINS. SLOPE SHALL NOT EXCEED120 UNLESS NOTED PER PLAN. A. 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 TILL AND COMPACTED IN T2INCH 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 URS. 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 8. WATER VELOCITY -MAX 8FT/SEC AS PER FBC-R 4501. 9. POOL BARRIER SHALL COMPLY WITH FBGR 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 450121 12. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVEA TILE80RDERQ€OPPOSITE- COLOR OF GEM FINISH FOR VISIBILRY.. - 13. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNrfE, ALL GUNTfE SHALL BE 3,000 PSI MINIMUM 14, SHELL BELOW. COPING EDGE SHALL HAVE ONE #5 BAR OR TWO WNS 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 COVERS) 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. HYDROSTATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL 22 LIFE SAFETY: A BARRIER OR ALARM IS NOT ASUBSTITUTE 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 ABARRIER OR ALARM. aG 0cj1Gt, Install Poo1/s� perANSI 35,7, 15 and 16 Pool patio and equipmepin be In accordance with FBC 2017 code chapter 64E-9 FAC DONS and requlrementsofFBCCh4,454 All bond•ng°a�ihd electrical noted on a separate sheet To be current with all codes 2Gf75"OG-72 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY >id r%, SOCC Adams Consulting & Design, Inc. 12805 79th Street RS, SurfsideRockscapes can el'78@ mail.com y) g Darin Maxwell .a �� T.E. SCHLITI' 4708 Myrtle Drive T ENCESCHL TT, PES1239- DATE Fellsmere„Florida 32948 Phone: 772 519 0772 Fax: 772 4612786 Fort Pierce, Florida ' _ ENGINEERING, LLC. 15551NDAN RIVER BLVD, SURE&ids CA#32295 VEROBEACH. FL32960 PH:772330401)9 , Info@schlittenglneering.com " t � Existing skimmer 4'8" deep No main drain Gunite T thick over Existing pool shell with #3 rebar grid 12"on center each way tied into existing equipotential bonding 3' deep Existing patio Note No Main Drain Residence REVIEWED FOR CODE COMPLIANCE s&T-, L)PIE COUNTY BOCC Pool Size: Existing Depth: T to 5' Coping: Existing Filter: Existing Pump: Existing Pool Coating: Gem Deck: Existing Pool main drain: NONE Please note, The only work on this pool is place rebar 12" ocew over existing pool interior and gunite 5" thick over the existing pool interior. Resurface with gem coat and refill pool water. Install pool/spa per ANSI 35,7, 15 and 16 Pool patio and equipment to be In accordance with FBC 2017 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 Contractor shall verify all plumbing connections and joints are properly sealed. Engineer has not performed a site inspection and takes no liability for the existing conditions. This plan only certifies the structural work meets Florida Building Code. *-% WWW Adams Consouting & Design inc. SurfsideRockscapes Darin Maxwell ' T. E. 5 C H LILT ' z� 12805 79th St�S, danyelj78@gmail.com 4708 Myrtle Drive Y 3i Phone: 772 519 0772 '� B oAiE, _ E ENNDIAN Fellsmere„Florida32948 Fax: • 772 4612786 Fort Pierce Florida RIVE BLVD, ENGINEERING, I.I.C. RO BEACH. RIVER BLVG, SUITE'B•1a5 , CAIaRPBg VEROBEAlittenineer PH:77Ja-08I i Info@sch Ilttengl neering.com 4rnj �- '?o 0 SWIMMING POOL NOTES: CONSTRUCTION SHALL COMPLY WITH FBC 2017, ANSI-7, AND ANSI-15. POOL BARRIER SHALL COMPLY WITH FBC-R 4501. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A TILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #3'S CONTINUOUS. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 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. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL. 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. Adams Consouting & Design inc. 12805 79th St. Fellsmere„Florida 32948 Existing skimmer gxlstlng Pumpand flk[er SSRS, 4'8" deep No main drain Gunite 6'thick over Existing pool shell With #3 rebar grid 12"on center each way tied into existing equipotential bonding 3' deep Existing patio Residence SurfsideRockscapes danyelj78@gmail.com Phone: 772 519 0772 Fax: 772 4612786 SCALE: 1/8" =1' Darin Maxwell 4708 Myrtle Drive Fort Pierce, Florida Pool Size: Existing Depth: T to 4'8" Coping: Existing Filter: Existing Pump: Existing Pool Coating: Gem Deck: Existing Pool main drain: NONE Please note, The only work on this pool is place rebar 12" ocew over existing pool interior and gunite 5" thick over the existing pool interior. Resurface with gem coat and refill pool water. Contractor shall verify all plumbing connections and joints are properly sealed. Engineer has not performed a site inspection and takes no liability for the existing conditions. This plan only certifies the structural work meets Florida Building\C"glll��//// a c . sc/z 6/24/2020 Tele� ScWit&RP;pai D to CA 1i32�9$; : ; �G T.ENSCHLITT 1555 Indian River Boulevard, Su'►�e B-145 Vero Beach 772.360.4998_- structuralfl@gmail.com SWIMMING POOL NOTES: CONSTRUCTION SHALL COMPLY WITH FBC 2017, ANSI-7, AND ANSI-15. POOL BARRIER SHALL COMPLY WITH FBC-R 4501. ALL STEPS, SHELF, AND SWIMOUT BENCH EDGES SHALL HAVE A TILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY. ALL STEPS AND SWIMOUTS SHALL BE SOLID GUNITE, ALL GUNITE SHALL BE 3,000 PSI MINIMUM SHELL BELOW COPING EDGE SHALL HAVE ONE #5 BAR OR TWO #TS CONTINUOUS. POOL WALLS SHALL NOT SLOPE GREATER THAN 11 DEGREES. FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND SHALL COMPLY WITH ARTICLES 5.6.1 THRU 5.6.3. 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. HYDRO -STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED 1 FT WATER TABLE IN SHELL. 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. Existing skimmer Adams Consouting & Design Inc. 12805 79th St. Fellsmere„Florida 32948 4'8" deep No main drain Gunite 5" thick over Existing pool shell with #3 rebar grid 12"on center each way tied into existing equipotential bonding 3' deep Existing patio Residence SurfsideRockscapes danyelj78@gmail.com Phone: 772 519 0772 Fax: 772 4612786 SCALE: 1/8" =1' Darin Maxwell 4708 Myrtle Drive Fort Pierce, Florida Pool Size: Existing Depth: T to 4'8" Coping: Existing Filter: Existing Pump: Existing Pool Coating: Gem Deck: Existing Pool main drain: NONE Please note, The only work on this pool is place rebar 12" ocew over existing pool interior and gunite 5" thick over the existing pool interior. Resurface with gem coat and refill pool water. Contractor shall verify all plumbing connections and joints are properly sealed. Engineer has not performed a site inspection and takes no liability for the existing conditions. This plan only certifies the structural work meets Florida BuildinvW'6111///// <0. 'Tj'/�i� µ J, Aft Tere c -schlitto W CA # 32295- T.E. SCHLITf- 1555 Indian River Boulevard, Suite B-145 CNOINCC"3mn Vero Beach, FL32960 772.360.4998 ' structuralfl@gmailcom