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Home My WebLink AboutLANDRY REVISION PG 2 NOTE. REMOVE GRATE& Y4" PER FT. MIN SLOPE WELL POINT PLUG FROM MAIN DRAIN &ATTACH AUX. PUMP OVERPOUR OR CAP TILE LINE WHEN EMPTYING POOL WHERE APPUCABLE 6"x6" TILE GRATE SHALL 4" SLAB (2) #3 REBAR OR BE SECURED IN INTERIOR 2500 FIBER MIX —Pool construction complies with FBC 2017, ANSI-7, ANSI-15 PLACE SO FINISH THAT TOOLS P. WALL-3,000 PSI GUNITE (1) #5 REBAR POOLS . TY —Water Velocity—Max 8ft/sec as per FBC 2017—R4501.6.3 ARE REQUIRED —Pool Barrier to comply with Section R4501.17-6th edition FBC FOR REMOVAL STEEL-TEX FORM 'W2 —Skimmers comply with FBC 2017—R4501.21.2 OR KRAFT WALL y 6" TYP. FLOOR ' 0 0 3,000 PSI #3 @ 12" O.C.B.W. 8 —Soil bearing Capacity assumed 2,000psi @95% compaction TRENCH DRAIN GUNITE NOTE: FOR DEPTHS —Equipment Foundation 3'x7' conc. slab min 3.5" thick pour In GREATER THAN 6' ADD DED D place or approved Hurricane Rated precast equipment pads TR P EALUG (1)#3 COVE BAR @6' D.C. c GREG INC —Water Heating equipment to comply with FBC 2017—R4501 GRAVEL BE TO PUMP TYP. WALL SECTION & WELL POINT FOCITER DETAIL (NO SCALE) OVERPOUR OR CAP TILE DECK 1 ROW OF WATERLINE TILE WHEN PROVIDED PRESSURE GAUGES INSTALLED ON WHERE APPLICABLE J SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 6"x6" TILE WATERLINE BELOW THE HEATER FILTER _ LIGHT WALLS MAXX 7 PIES S' BE WATERLINE SPA BENCH 18" CHLORINATOR 7 MAX 59-609 SHALL —7 NOT BELOW WATER LINE 4" SLAB PUMP W/ HAIR & FLOOR Z #3 STEEL® 12" 0 C E.W. SLOPE LOPES `Will, \%III/, GRATE SHALL 2500 PSI FIBER MIX LINT STRAINER PUMP W/ HAIR & FLOOR SLOPE SHALL BE 6"THICKGREATER S?K M -ORM AN N 11 BE SECURED IN LINT STRAINER REASONABLY�7aN � X < PLACE SO 4)'" TYP. WALL-3000 PSI GUNITE pOOV COMPLY 18 THAT TOOLS THRU 5.6.3 HEATER X2 0 ARE REQUIRED 04 6" TYP. FOR REMOVAL t BY-PASS THE SLOPE OF THE FLOOR FROM Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 FLOOR STEEL-TEX FORM OR KRAFT WALL THE SHALOW END WALL Feet Of Head Feet Of Head sylvol TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FOOT TRENCH DRAIN #3 @ 12" O.C.B.W. Vacuum Head + Pressure Head 13 04- 9 99 1 Total Dynamic Head ."IIIIE J 1360 GRAVEL B TO PUMP co�k� A I I SWIMOUTS SPA WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL (NO SCALE) (NO SCALE) (NO SCALE) CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: ft--=--x 7.48(gal/Ft) = PUMP HYDRO-STATIC RELIEF SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons) DEVICE INSTALLED IN VENT LINE NOT TO BE PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN 2. Determine Flow Rate: ----XLX---- gal / ---XXX XXX-------�--- = XXX AREAS THAT EXCEED 1' FURTHER THAN 40 FT COMPLIANT WITH (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) WATER TABLE IN SHELL 2017 FLORIDA BUILDING CODE Determine Pipe Sizes: FROM POOL 25' MAX TO JET WET LENGTH :,TO FILTER Li Li Trunk Piping to be-3 --inch to keep velocity @ 8 fps max. at-1 gpm Maximum System Flow Rate. LISTED TO ASME/ANSI A112.19.8 TRENCH DRAIN PUMP PUMP Return Piping to be- 3--inch to keep velocity @ 8 fps max. at-181-gpm Maximum System Flow Rate. TO AIR 3" POOL Main rain Cover(_____ SEE ABOVE System Flow Rate must not exceed approved cover flow rate. V TO AIR TABLE TRENCH EN H 32" CHANNEL DRAIN AND SUMP (Make and Model) See Engineering Page for Drain Configuration VENT . .7 CHANNEL 2 VENT 25506-320-000 DRAIN *THREE 2" SOCKET x 2.5" SPIGOT PORTS 3" SPA TO GRAVEL BED *DEBRIS GUARD INCLUDED Pump Model PENTAIR INTELLIFLO VS-3050 H.P. 3 A:. *38.79in? OPEN AREA Total H.P. H.P.x service factor.1 H.p.or more must be 2 speed or variable speed • *IAMPO LISTED FLOW RATES L 3" POOL *WHITE PVC BODY Filter Make PENTAIR C&C Size 150 3" SPA *COVER GOES OVER BODY TO GIVE FINISHED LOOKTO PUMP Filter min.area based on 6hr.turnover flow rate pool gal. 360 min.=Flow Rate Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2 The maximum flow rating for this suction fitting with the center port plugged and outer ports Time Controller make ON PUMP Model ------ MAIN DRAIN open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) Controls must operate a minimum of two speeds. and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction The higher speed override is not to exceed one normal cycle or 24 hirs,whichever is less POOL DETAIL SPA DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (NO SCALE) (NO SCALE) (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing. Pipe Size 6 fps 8fPS 11 16 gpm 0.14' 21 gpm 0.23' #8 COPPER 1.5' 37 gpm 0.08' 50 gpm 0.14' OUTSIDE ANGLE OF REPOSE TO GRID RAISED CONCRETE 2' 62 gpm 0.06' 82 gpm 0.10' 6' AND FURTHER - 4"THICK WALLS W/#3 REBAR 012" O.C. EACH WAY EXPOSED & TOPPED 2.5' 88 gpm 0.05' 117 Qr)m 0.09' 3' TO 6' - 6"THICK WALLS W/#3 REBAR @12" O.C. EACH WAY 0' TO 3' - 8"THICK WALLS W/#3 REBAR 012- O.C. EACH WAY 3' 136 gpm 0.04' 1!1,:81 gpm 0,07 4' 234 gpm 0.03' 3173-g —1120—pm -5' 9 ft. TO INSTALL 6' 534 gpm 0.02' 712 gpm 0.03' 6 ft. F COPPER Determine Pipe Sizes: HYDROS 3 ft. #8 COPPER Trunk Piping to be_3 --inch to keep velocity @ 8 fps max. at_ 181 gpm Maximum System Flow Rate.TO GRID 17— Return Piping to be_3--inch to keep velocity @ 8 fps max. at-11-gpm Maximum System Flow Rate. _j __j _j Main Drain Cover(_____---- SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate. --------------_J� __j VERTICAL INSTALL EXISTING GRADE (Make and Model) See Engineering Page for Drain Configuration OR 1' TO 4' CO 00 PoolBond PB-2008 SLOPE 41 Pump Model(2)PENTAIR INTELLIFLO VS3050H.P. 3 QO Install in Plumbing T at least 3" Below Total H.P.=H.P.x service factor.I H.p.or more must be 2 speed or variable speed Z Water level in Return Piping.Install (1) #5 REBAR POOL PERIMETER Filter Make N/A Size ——— EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: in sprinkler box for easy access OR (2) #3 REBAR Filter min.area based on 6hr.turnover flow rate pool gal./360 min.=Flow Rate * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE Divide G.P.M.by Cartridge=.375 or Sand=15 or D.E.=2 SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES Time Controller make N/A Model ------ * COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED WATER BOND DETAILS FOR RAISED AREA ELEV. & GRADE Controls must operate a minimum of two speeds. PRIOR TO THE POURING OF THE PATIO NICHLESS LIGHT SYSTEM (NO SCALE) The higher speed override is not to exceed one normal cycle or 24 hrs,whichever is less Pipe Size 6 fps 8fPS ELECTRONICALLY SIGNED&SEALED M.Randall Rodgers,State of Florida MISC. NOTES POOL PATIO 11 16 gpm 0.14' 21 gpm 0.23' Professional Engineer,License No.68212 1.5' 37 gpm 0.08' 50 gpm 0.14' This item has been electronically signed and 1. ALL STEPS AND SWIMOUT BENCH EDGES sealed by M.Randall Rodgers on the date WATER LEVEL 2' 62 gpm 0.06' 82 gpm 0.10' indicated here using a SHA authentication code. WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE CONCRETE PATIO Printed copies of this document are not considered 2.5' 88 gpm 0.05' 117 22�mn 0.09'COLOR OF GEM FINISH FOR VISIBILITY • • 00 BOND TO ANCHOR 2. HANDHOLD TO BE INSTALLED ARE WHERE ... TREADS TO BE C11 signed and sealed and the SHA authentication DECK RAISED +6"ABOVE POOL SLIP RESISTANT CROSS BRACE 3- 1 136 gpm 0.04' C81 9PM 0.07 code must be verified on any electronic copies____] X 4' 1234 gpm 0.03' 313 gpm .0 < 12 VAC FROM M.RANDALL RODGERS,P.E. 0.031 X POWER SUPPLY 61 1 534 gpm 0.02' 712 9PM < 2 _:'� -I ..; �.. " .1 ... ; FL License No.68212 WATERLINEM SIZE AS DETERMINED j .1 .:U 1801 Hazelwood Drive BY LICENSED ELECTRICIAN iv Cq UNDERWATER Ft Pierce,FL 34982 X LIGHT 16 -1634 08-06-2020 < (772)201 0 STEP DETAILS DESIGNED FOR: Digitally signed by Marvin R 0 12" Rodgers 1" PVC Marvin R V) 0 4A 1. TREAD IS MIN OF 10" WIDE. Z X POOL FINISH CONDUIT 03 DN:-US,o=Unaffiliated, 0 < 2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT 00 PAVER PATIO rs ou=A01410C000001725DB6E2CA t 00018119,—Marvin R Rodgers 04 12"W x 12"D x30"L CONC. Date:2020.08.06 12:04:59-04'00' M: STEP WHERE DEPTH IS 4' OR GREATER SCHEDULE 40 PVC SLEEVE 1-- 0 3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM POOLS BY GREG Rodgers A a- - ***ELECTRIC NOT INCLUDED*** 4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. C) Uj NO BONDING FOOTING WITH (4)#3 BARS LANDRY RESIDENCE • OR GROUND 5514 SPRUCE DR 4 #8 GROUND WIRE PREPARED BY: SHEET: A REQUIRED Fr PIERCE,FL STEVE HORST STEPS NICHLESS UNDERWATER LIGHT DETAIL BONDING DETAIL for LADDER and/or RAIL DRAFTING& (NO SCALE) (NO SCALE) (NO SCALE) DESIGN SERVICES Y3 4/2 I 1 1 (772)201.7846 horst.steve@yahoo.com-L j