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HomeMy WebLinkAboutRevision; Adding WaterfallOFFICE USE ONLY: DATE FILED: REVISION FEE: '-C�--� --- PERMIT Iy RECED''P/# . PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENU FORT PIERCE, FL 34982 (772) 462.1553 APPLICATION FOR BUILDING P I PROJECT INFORMATIO LOCATION/SITE ADDRESS: '� 3i DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: s ' QUALIFIERS NAME: 16 0 J ADDRESS: w(' S U CITY: 1�nr f )� z/Cc: STATE: I PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DA IME FAX: ST. LLUCIE CO CERT. #: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC:9123109 p�+tn��o rC 'L.0 Copy RE �/ 1 Revised 06130/17 N u a. ✓VERIFY ACCESS IN FIELD ✓ HAUL FILL ✓ TRUE CLEAR SALT CHLORINATOR ✓ELECTRIC BY PAYUCK ELECTRIC ....337-4197 ✓ SCREEN BY THE PORCH FACTORY 32 fL 4' stem wall as needed Ft. Pierce, FL 34982 PH: (772) 201-1634 [SION a-0344 VFn FOR U(ViPUANCE .IE COUNTY INCL SOL LED - LIGHT NIA MAIN DRAIN HYDRO JETS RETURNS TRUE CLEAR SALT CHLORINATION JANDY 2 SPEED 1.5 HP P1 IMP STEM WALL 8"X8" SCREEN FOOTERS 621 S.F. OF CONCRETE ANF FLOCRETE 300 SF 72 LF 9,662 GALS 117K BTU RHEEM HEAT PUMP „. FOUNTAIN LINF COLONA RESIDENCE 3371 HATCHER ST FT PIERCE FL 1-508-648-1000 Louden BONDED POOLS OWNERS SIGNATURE OWNERS HEREBY ASSUME AND AGREE TO THE PROVISIONS OF THE CONTRACT FOR POOL CONSTRUCTION, AND APPROVE THESE PLANS WHICH ARE MADE APART OF THAT CONTRACT EDWARDS RD US1 HATCHER ST FIL COPY REviSION —Pool construction complies with FBC 2017, ANSI-7, ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 —Pool Barrier to comma with Section R4501.17-6th edition FBC —Skimmers comply with FBC 2017—R4501.21.2 —Soil bearing capacity assumed 2,000psi @95% compaction —Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place or approved Hurricane Rated precast equipment pads —Water Heating equipment to comply with FBC 2017—R4501 TY PO( STEEL WHEN PROVIDED SHALL BE AT 20" MAX BELOW THE WATERLINE AND VISUALLY SET APART FROM POOL SOLID GUNITE SWIMOUTS (Nd] SCALE) PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION a Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 Feet Of Head Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head HYDRO -STATIC RELI DEVICE INSTALLED IN AREAS THAT EXCEED 1' WATER TABLE IN SHELL TRENCH DRAIN MAIN DRAIN POOL DETAIL (NO SCALE) OUTSIDE ANGLE OF REPOSE 6' PAID FURTHER - 4- THICK WALLS W/I3 REBAR 012' O.C. EACH WAY 3' TO V - C THICK WALLS W/i3 REBAR Of O.C. EACH WAY 0' TO 3' - 8' THICK WALLS W/13 REBAR 012" O.C. EACH WAY fL MISC. NOTES 1. AL SIEPS Na SMMOM BENCH EDGES WILL HAVE 26 CAME BORDER OF OPPOSITE COLOR OF GEM FLASH FOR VISIBILITY 2. IWaH01D TO BE NSFNIED ARE MOIRE DECK RAISED +6' ABOVE POOL Qo EXCAVATION NG 5 MO THE ANGLE OF REPOSE N NG ALLOWABLE PROVIDER •SHORING INSTALLED 11fD EXCAVATION AND SHORISHOULD BE P� SUFADENT To SECURE SOILS FROM EROSION OR SETRDAEN " NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOS • COMPACTION TEST OF THE BVCKFIIIID MATERIAL ARE PROVIDED PMOR TO THE POURING OF THE PATIO TO- MIN 4. STEPS (ND SCALE) STEP DETAILS 1. TREAD IS MIN OF 10' WIDE 2. RISER NOT GREATER THAN 12' EXCEPT IF MORE THAN (3) TRIM ARE USED 3. ALL STEPS TO BE SOD GUNBE 3000 P.S.I. NOTE ROOF GRATE Q K— Ff—�� a WELL POOL PLUG FROM MAN OWN k ATTACH AUX Rw LK WHEN EM'I'rNG POO OARNOUR OR GPP ILE WEM /PFUCUL •. Y'.: - 6'x6' TILE _y GRATE SHALL 4' SLAB BE SECURED IN INTERIOR - 2500 FIBER MIX PLACE SO FINISH 4�" TV. WALL-3,000 PSI GUNRE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL-HY FORM OR KRAFT WALL 6" TYP. TRENCH DRAIN FLOOR I3 ® 12" O.C.B.W. NOTE: FOR DEPTHS !� GREATER THAN 6' ADD TRENDED .. -. ° .i ' BAR (I)p COVE 06" O.C. PLLUGUG . GRAVEL - i0 PUMP TYP. WALL SECTION & WELL POINT 18 COPPER TO GRID HORIZONTAL INSTALL 18 COPPER TO OD VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.install in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM WATER LEVEL UNDERWATERGHT LIGHT 9Z POOL FINISH POOL LIGHT JU;TKX4 BOX POOL PATH) 12 VAC FROM POWER SUPPLY SIZE AS DETERMINED BY LICENSED ELECTRICIAN YARD BY 1" PVC `. SCHEDULE 40 PVC SLEEVE CONDUIT NO BONDING OR GROUND REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALD CONC. POOL DECK (1)#5 BAR CONT. X J � 8" CMU, ALL (J a CELLS FILLED 3000 PSI FILL �— #5 BARS @24" O.C. VERTICAL 0 1'-0. 4—#5 BARS CONT. #5 BARS @12" O.C. 3-(MIN)CLEARANCE 3 2" #5 STANDARD HOOK BARS @24" O.C. 3000 PSI CONCRETE FOOTER (2) #3 REBAR OR (1) #5 REBAR FOOTER DETAIL (ND SCALD HEATER CHLORINATOR 1 FITTER POMP W/ HAIR 8 LINT STRAINER HEATER BY-PASS CwM" VRO PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC SINGLE CHANNEL DIAL ounEr CMP 25506-32X VGB PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN COMPLIANT WITH 2017 FLORIDA BUILDING COKE LISTED TO SME/ANSI Att .19.8 32' CHANNEL DRAIN MID SUMP 25506-320-000 *THREE 2" SOCKET x 2.5" SPIGOT PORTS •DEBRIS GUARD INCLUDED •38.79in? OPEN AREA •IAMPO USTED ROW RATES -WHITE PVC BODY -COVER GOES OVER BODY TO GIVE FINISHED LOOK TO The maximum flaw rating for this suction fitting with the center port plugged and outer ports open is 308 GPI/ (floor) and 212 (;PIT (wall) when using 2.5' Plumbing and 26B GPM (floor) and 192 GPM (wall) when using 2" Plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM 17 Jandy Repro Series Pumps Max -Rated IFHPM) I NONE WIN 11������������ 33 GPM; RPOO66790 DECK 1 ROW OF WATERURE TIE 31—Dn WATERLINE " MAx C 7 n 1 13 STEEL 0 12' 0/C EW. FLOOR SLOPES ROM SLOPE SL1WL OP �Y UNION COpLY wIM ANIaiS SW1 IMm 5.6.3 THE SIOPE a ,llr Rena Rwrr THE SIES THE FID OB' - NOT DO He DEEP Nsa sx�R xar Exrxm , Eoor x 7 Emr 6' THICK TYPICAL SECTION THRU POOL (NO SCALE) Pipe Size 6 fps Bfps 1' 16 gpm 0.14' 21 gpm 0.23' 1.5' 37 gpm 0.08' 50 014' 2' 62 gpm 0.06' 82 gpm 0,10' 2.5' 88 gpm 0.05' 117 gpm 0.09' 3' 136 gpm 0.04' 181 gpm 0.07' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: --- ft_x 7.48(gol/Ft) _ --- gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: 8.415 gal / 255 = 33 + XXX = XXX (volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate. Return Piping to be-2—inch to keep velocity 0 8 fps max. at 82 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 JANDY FLOWPRO 2 SP H.P. 1.5 TOW HP =H.P.x senice factor. I H.p. or more must be 2 speed or variable speed Hiller Make JANDY CS Size 100 Fear nrt ansa based On ft hxnwerbw rate pool gat 13M min, = Raw Halo DWO G.P.A. by Carbidge =.375 or Sand =15 or D.E. = 2 Time CookoYer make ON PUMP Model ------- Commis must operate a minimum of two speeds. The N$O soeea omnde's notto exceed One normal cvde a 24 hm whiGWver s less - LL F DESIGNED FOR: LOUDEN PO COLONA RESIDENCE 3371 HATCHER ST FT PIERCE, FL tjMROQW .i&m No. 68212 E � ' IAv'vfjl7ii 14A ***ELECTRIC NOT INCLUDED*** PREPARED BY: STEVE HORST DRAFTING & DESIGN SERVICES (772)201-7846 horAAeve@yahoo tram 0 0 Total Dynamic Head aop Calculation Worksheet Fro�eries 6 >. Company. OUDEN Job #. Date. TMJ/2020 Job Name.0040NA-NION SPEED Atkhess. Clty/Town. State: FL Zip Code Ino unction: Data can only he added to Me yelow calls. Steps 41 a 2 are for calculating Pool Wlume in Gallons and for establishing a hmoaer rate In Per Minute (GPMJ. /I Me click on the GPM cell at the Sreci 82 and input ate is already.li Ir now rah, Man proceed roce.d RESETnta lac i As ea Ore Pressing the RESET butron wiOclexall inpu9ed ingnnation to start a new worAsheet WanVsheet can be for savetlro a file or printed /or future relerence. System TON Calculation Results .. Tagil Friction Lass in FL of 50.28 -.111ate Pool Volume: WaW (MM 0 Total Fdatim Lags of PSI 21.77 D 6 iwnrllnnoveraea is required w cam01V %'::' APSP 15 and Till. 2A ^ Versa Plumb Reduction Resu+t, ;,smear -die sy�wt�.; ToxRaa emp 6.50 I -- 6 380 `76.�+sy�nTwfwwP� 43.78 -_••, I ,:And 6. twelve. Y- -,..aired AM25 Tttle�24'Sbm&fcb Calc 7 0.313 0.00 0.m 2" 7.J0 O.00t 0.00 9.00 2.V i17 0-om Ira 0.00 0.00 76 3" 0.00 1 0.90 TOTAL 1 13.69 1 5.93 T.52 0.00 0.00 1 0.00 ! 0.00 0.00 16 3 2 8.74 0.00 GOD 0.55'. 0.78 OD0 O.m 0.00 ODD 0.00 OVO 0D0 0.00 0.09 goo 9,09 0.09 O)W 0.00 0.00 ow 0.00 0.00 O.DO 0.00 0.00 0.00 Oho 0.°0 0.o0 Step # 6 r InWtTaGl Fcet FnIGIOP Loam FfYWrl Vs to d tat R. a Water .PSI a Step # 8 thpe SFae 3-tiry Vabres Faaua lm.-Ft.MR of Watee CFebV f - Iy�FR b ' p Pc SVxc (Fre4 ♦a .a P.moct t f ...,. ..rr nvs. of W xv - Step # 9 Select Fiter Fipmnteeam Ftinienknxin Ft afwatcr PSt. SEEM�� Step a ii MMIZ Stia'aaccaesii Fnnxlontnwln Friciiontox in Pak. Fe alwMcr p l t Grebktt In-naor Vave' Nonc 0.00 7M 10�00 0.00 0.00 MW 0.00 17.58 315 4.W 0.00 OA0 000 0.00 7.61 0.70 - r! �T �res11� s�,iaa `na 'NpaRa 3-wap Vanez �+`w.Uwr LwaZ Rot Water FeNm Loss "n PSi' �111111111111111■1111111��:.. ��1111111��'I Select J.Id, Check Valve 9D Flow Sae T Am9 r:oo0" C,l Fear 'wopAwoOo Total Chealt Valve Loss 0.00 0.00 lawDwellewfineall JanPro Series TyZ0l17ACe Total Dynamic Head Calculation Worksheet - n ly;ries Company OUOEN Job#; PRO TFIJf1020 Job Name. tN,pNA{OW SPEED Address. Clty?own. State: Ft Zip Code Instructions: Dada can only be added h the yellow calls. Steps #f a 2 are far cafc tfa ding Peo/Volume in Gallons and for estffifrshing a turnover rate 0 Gallons Per Wrnde (GPM), AT the lumeter rate is aheatly established, click on the 6PM cen at the end of Stan #2 and input flow rate. than pm'eedW Shp #1 Pressing the RESET hedge will ,I. all inputedblfwma#on to starts new Worksheet Worksheet can he saved M aWe or printed for future reference. System TDR Calculation Results _ Total Fnebon Lass in R. W 13.44 Ieakdde Pad Volume Water, (TOR) o TotalRicVwrLostaialm 5.82 6 hour turnover rah Is required to canply YAM APSP 15 and Till. 24 Standards Versa Plumb Reduction Results ler0ate. aSunwK, hEat elN Tw-^' TON Redudm 2.50 ° 6 33. $yslen TM1 walls k 10.94 lMb nrr 6 los vacti.. ulxily renuired by APSP 15 f4 T41a 2451tz darckc Su 4an Rpr Axe y lw M (Ft Z at Sysbm GPM Frirn - It of water l It, Tot L g.n o P m- Fr atim L FId- L ss m Ft of W t- P51 r. '. System aaN ©®�■� t t t rt Step # 4 Re[ YNauN (ftauGl H!tLanl in Ft Tofnl"ihof srsi-L n PoQ1m Lpnln nP1Pctoc at System GIM M ter l k: V pe Ft. dW pA ' Step # 5 F 5(ae SFandarE 9pe. Zan911aMu SD" .., - V • .. • ies � Ka F :rletwn LD i K1rrg E2ow Elbow Sanelau 95'flbaw ZnzMW 41;pp raw to �pr.tn fc. ofwm Flaion Ova in PSl ®®� D�Step # e 1 Step # 7 Input Sirs of Rlgm EtWall Nyut Mumhc cf Rim EyNW u GstlWldule Rehm GPN RknmL in J R. al Wahr J Elm hpe Size 3xxay Valves Fid» L nEs,.R a, to'Ore PSi o(Watc Select Jandy 3-Way Valve 9W Flow Size: se - Flow 0.00 0.00 tT3�wwy 0.00 000 0.00 0m 0.00 0.00 Valve Loss 0.75 0.32 I Jana Fd-. Type and Sze: - iy1, 'y4 CS100 0,90 039 .. Y: a,; ae vabe� i None 1 1 000 feetgrehker In-noor valve: None v0 i'Ni �tQlI� '3r.'va Valve Tr.P�t118m6waf Pipe Sra 3-wayYaWes froon Loa R. olWMet F-Rion Lox rn P9F ®1-1111111 5eled Jandy Check Valve 9T Flow Size: 9a \ � Pev. Ono 0.00 2'- 000 0.00 2.5" 0.00 0.00 Total Check Valve Loss 0.00 0.00 Step # 10 ja Select ihatei fematteain mcipnlnxm Ft of waM. ..Pgi lect AquaPure Silt Cell: i� l8a Inaet owlineed AP700180' OS2 023 Jana c pr�Series byZODUC- z c.9 P �g vv. W rig L° rn W zQ an 2� Q o01 U tnKOW < O O� {r1�{n1'jjrrii�j�y mz03 wo x iy 8¢ H ^pal M 3$3 1i W 2 m °ado Mai rFia�g tJ el W <Z Z Rl 0o Fa � op., D DoCPI, a a. W ai 00 Lij �U d 0 F MIS. OW v NO U OG 29 io iM W ¢ le rya o e A� =mW W 0-- U N (3 pbs a��2 FW o a0(a >zmztr 41 IMy iisa St W f>; OU 4 .N-rK gK =tL _ oW U .20 U y4 ;D 0i to FFFFFF In In3 DZ ! N RZzI F w <pyzOyy O S<w M pC to ^140 O ZU Z anxt S O WF NO2 �z W. ms yUjU no RaOI t� �NG N W � D1 2i FILE DFSIGNM FOR: LOUDEN VISION COWNA RESIDENCE 3371 HATCHER ST Fr PIERCE, FL �J� ,DNLL Q� SCE rar ***ELECTRIC NOT INCLUDED*** PREPARED BY: STEVE HORST DRAFMG & DESIGN SERVICES 01-7846 horststeve@yahoo.com