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HomeMy WebLinkAboutApproved PlansFile Copy ° PLUA6IN G KEY " P"L i<IAINORAIpJ — 01 — M — 0A0AMIrVORA10 ---55-55— TET 5Ucr10N--- SKlM+tiER— VRG tuVE — d — Y --- (4) PDCIL- AFT-ORA15�— +3VI�tER— C(6�7ETRETVAN — 'T — T — SPA RETVow $P,---3R---- r CH 11,a BARRIER PrA CAMP J F(;?VIP0TEA)-r01L DOINDIOMP appg NEc, (0$17,1(040 CONGEALED FASTENERS OR ATTACHMEN i a ARE THE RESPONSIBILfTY OF THE CONTRACTOR OF RECORD r SR („_ R25— T .ram U. R` S5 �eS 52 '' Is i >A ap SDEPI'Fi I �. 5' SR s—� ( M 3 J-2 �Go o- ,,t ( TMd R �A em OR 1R tt !9 R7I5 Is15 N V — V 1 u .—. y 1 7K ----SS- 1 V g v 5 v ..5.— 7' ---� 3 ----- 5 THESE PLANS AND A16L PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ": MAY BE NECESPARY IN ORDER TO ..'; CV PI,Y.IWITH;LL hPPLICAMA CODES.' 04VER PAT)a W I TFF Foarep, * 000� -OtLV( FT, LUCTT-r�'1T,T+;TN PUTI,T nr r l)MSION PF,VIFli -!: TOR l}ifrl QVC? �tl ] LYIEF' _° i �F LLl DATE _ PLANS AND PERMIT RWST L E KEPT ON JOB OIL NO INSPLCTIOIN WILL E' A'-ADE. 3R. 5R — SR 8 9 R g A. R R --� R — SS --- 55 ---• 95 4S 55, ---- $ 15I R IuiK xs ... 15 as - III V a I R 5 SR ik1 I S52 7 75 ICI I (I r3R 1 .5V�RQ1 IIMS�(R�� :36ITl V3$� asR J°�I 101 POOL SPECIFICATIONS Max Width 1 I 5Max Length 3p Min Depth '31 Max Depth '4,11 Perimeter Area 3Q®-4,c 7 Elevation FIELD iE7- Dirt from Exc. LC-`AVF- Returns z( Vac Stub yE5 Cleaner Other Plumbing '[>,L>L, 5L-E'Z L-J6VE Fill Line N0 Overflow N0 Tile is X40- Step Tile Y476 Cantilever 00 Bullnose ,E'6 Raisebean(s) NC Li ht g toow Ct5 Transformer Jbox a Timer �p Automatic Controls EA-5Y jz>ock (r>a e-A ) Patio Type }%j. v [ (, 15 Sq.Ft. 8— (i $60, Color Qu>iJ 25 p/cE Existing Yr=5 Sq. Ft. Icfd GL Footers �I w/steel #S YE NO Termite Treat P C.C>DrE Interior finish GEM Pump P&VIrkIR H.P. V530gt7 Chlorinator YES NO -- — ----- Bench YES Handrail Gallons (olrjQQ Turnover Time Hrs.aMins.50 Cleaning Kit -DEL.c.>X F Heater YE6 Size lg000o8-rt> REX(TT Formboard Survey YES) NO -P AT)p Final Survey YES NO --- -- Compaction YES NO L�4CYF-rLL- COMMENTS C RF-Ety E-1v0"C>51Fk (BY oTHEI2S) a H, ►P, T ET 'Pt ),P(p "'Ps U Lo Lvz7Z EA5"/TCAx-H Cc>tu-rRoLS Ciao 6AuT—> JOB SITE F7C>Gk1L RLTj ai �u«ten G7- F7,PleAcr FL H9Sa CONTRACTOR 1M FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED #772-486-0821 HARVEY "" 'rOEHNEN Lic.#CPC14584 72VS F ,ircle --- Port St. .� :h _ 34952-3212 Fax (7, 2)-39-3035 RFC FjvF� Ai 0 —Pool construction complies with FBC 2014 ANSI-7. ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2014—R4501 —Pool Barrier to comply with FBC 2014—R4501 —Skimmers comply with FBC 2014—R4501.21 1 WHEN PROVIDED SHALL BE AT 20" MAX BELOW THE WATERLINE AND VISUALLY SEr APART FROM POOL la SWIMOUTS (NO SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION u u.� Vacuum (In Hg) X 1.13 Feet Of Head �11 ii Pressure (PSI)`X 2.31 Feet Of Head Vacuum Head + Pressure Head -- Total Dynamic Head HYDRO —STATIC RELIEF DEVICE INSTALLED IN AREAS THAT EXCEED V WATER TABLE IN SHELL TRENCH DRAIN " VENT VCMVM .5- SPA MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' AND FURTHER — e THICK WALLS W/P3 REBAR 012. O.C. EACH WAY 3' TO 6' — 6' THICK WALLS W//3 REBAR 012" O.C. EACH WAY 0' TO 3' — e THICK WALLS W/#3 REBAR 010 O.C. EACH WAY 5 F� 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 SC. NOTES 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2x6 CAFnLE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2, HANDHOID TO BE INSTALLED ARE WHERE DECK RAISED +6" ABOVE POOL 10" MIN " N •"4 STEPS (NO SCALE) STEP DETAILS 1. TREAD IS MIN OF 10" WIDE 2. R$ER NOT GREATER THAN 12" EXCEPT IF MORE THAN (3) TREADS ARE USED 3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I. MUM REMOVE GRATE & BRICK Y" PER FT— MIN—_ SLOPE WELL POINT PLUG FROM MAIN COPING i NE &ATTACH DUX. PUMP U LINE WHEN E11PmNC POOL .. y 6"X6° TILE ; . „:.:.;•'FIR': `.'`' "E GRATE SHALL BRICK PAVER PATIO BE SECURED IN INTERIOR PLACE SO FINISH 41r1" Typ, WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL '4 STEEL—TEX FORM OR KRAFT WALL 6° TYP. FLOOR ' TRENCH DRAIN 3,000 P51 #3 0 12" O.C.B.W. GUNITE NOTE: FOR DEPTHS GREATER THAN 6' ADD TREADED PLUG (1)#3 COVE BAR 0/6" O.C. GRAVEL B 70 PUMP — TYP. WALL SECTION & WELL POINT BRICK COPING s°xs" FILE 6"x6" TILE PAVER PATIO SPA BENCH 18" BELOW WATER LINE GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN GRAVEL WATER LEVEL 4$" TYP. WALL-3,000 PSI GUNITE 6' TYP. FLOOR "' ?'���:- STEEL—TEX FORM ...'...: • OR KRAFT WALL �1•r #3 0 12" O.C.B.W. TO PUMP — SPA WALL SECTION (NO SCALE) VENT LINE NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX TO JEN:•: WET LENGTH IJE7�1© AIR NT SPA DETAIL (NO SCALE) POOL PATIO FROM g ••:A POWER Z 00 1' LIGHT SUPPLY g CONDUIT UNDERWATER LIGHT NICHE UG14T NICHE ENCASED APPROVED GROUND CLAMP `� ' IN GUNITE ": E..•'� POOL FINISH - UNDERWATER LIGHT DETAIL (NO SCALE) CONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT 12" CHLORINATOR 12" (2) #3 REBAR OR (1) #5 REBAR PAVERS FOOTER DETAIL (NO SCALE> HEATER FILTER �A kNMPINMR 4 PUMP W/ MR & T— UNIT SnWNER HEATER BY—PASS DEN SPP 3R32 p0�'S xSl WN. o- CIFANEft CNpytN0. DFNN PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC SINGLE CHANNEL DUAL 0U1LET CMP 25506-32X VGB PER FRC4101.6.6 COMPLIANT 32" CHANNEL DRAIN COMPUENT W'/10721 OF THE 2010 FLORIDA BUILDING CODE USTED TO ASME/ANSI A112198 ,,,,°ems,.-32" CHANNEL DRAIN AND SUMP.., 25506-320-000 *THREE 2' SOCKET x 2.5" SPIGOT PORTS *DEBRIS GUARD INCLUDED *38.79in? OPEN AREA *IAMPO LISTED FLOW RATES *WHITE PVC BODY *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP The maximum Bow rating for this suction fdting with the center port plugged and outer pods open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suctM fitting with the outer ports plugged and the center pad open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2° plumbing. File Copy JM FORM &STEEL CPC1458456 DECK I ROW OF WATERLINE TILE 3r—On WATERLINE MAR 5'-6" 7' LEVEL FLOOR #3 STEEL 0 12" O/C E.W. 6' THICK FLOOR SLOPES Poor SLOPE SIWL BE RE 5 Ae.Y UNIFORM Nll COMPLY Wim IRIICLES 581 THRU 5.6.a THE EMPE OF THE FLOOR M TIE MOW END WA I TRAFMS THE DEEP AREA SNUI Na EXCEED i FOOT IN 7 FaOi 3'—B" 21'-0" TYPICAL SECTION THRU POOL (NO SCALE) SHALL NOT 5LQ2E GREATER THAN 11 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: _=—=_ff==x 7.48(gal/Ft) = _=__gal PUMP (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: —_XXX__ gal / —_XXX —= XXX --+_ XXX _-XXX__ (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be 2_5 inch to keep velocity 0 8 fps max. at 117—gpm Maximum System Flow Rate. Return Piping to be_ 2.5_inch to keep velocity ® 8 fps max. at_ 117 gpm Maximum System Flow Rate. Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Modal PENTAIR SUPERFLO VS3050 N.P. 3 Tosl H.P.=H.PxeelMce ledor.l Kip. or mom mud bet speed orverleblespeed RBerMake PENTAIR C&C Size 150 Faer min. area aspect on 6hr, turnover flow rate pool gal. /360 min. = Fbw Res Divide G.P.M. by Cartridge =.375 orfland =15 a D.E. = 2 Time Controller make ON PUMP Model ------ CamoM mletopermea rdnemum aftwo speeds. The hinhirspeed override is rot M exceed one narmel cycle a24 hrs. whidover Irises Pipe Size 6 fps Bfps 1' 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 gpm 0.14' 2' 62 gpm 0.06' 82 gpin. 0.10' 2.5' 88 gpm 0,05' 17 gpm 0,09 3' 136 gpm 0.04' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' Determine Pipe Sizes: SPA JETS ONLY Trunk Piping to be 2.5 _inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flow Rate.. Return Piping to be 2.5—inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate. Main Drain Cover(_ SEE ABOVE _) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pump Model PENTAIR SUPERFLO H.P. 2 Toll H.P.=H.P.x serviceteda.l H.p. a map must het speed avwiabbspeetl Fker Make N/A Slze --- Filter min. area based an sin. tumaverfbw, W pod gal. /3e0 min. = Row Relo Divide G.P.M. by Camidge =.375 or8and =15 a D.E. = 2 T1meController make N/A Model ------ Controls must opeldee minimum aftwo speeds. The hi her speed override's notlawmed opermrend cydea24hls, whIchirmisless Pipe Size 6 fps Bfps 1' 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 gpm 0,14' 2' 62 gpm 0.06' 82 gpm 0.10' 2,5' 88 gpm 0.05' 17 gpm OO9 3' 136 gpm 0.04' 181 gpm 7' 4- 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' DESIGNED FOR: J.M. FORM & STEEL FOGAL RESIDENCE 1621 MALLARD CT FT PIERCE, FL ENGINffi(: HARVEY E. ROEHNEN PROFESSIONAL ENGINEER PE-32831 7205 ELYSE CIRCLE PORT ST LUCIE, FL 34952 (772)489-3035 fax 3/16/17