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HomeMy WebLinkAboutREVISION 12-13-21OFFICE USE ONLY: DATE FILED: REVISION FEE: s ,6d File l ODY PERMIT # 110 - Io D 0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE llojisiON FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT lD V X7TQTnVQ • CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: IT QUALIFIERS NAME.0 CITY: PHONE (DA STATE: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: i 5(o ST. LUCIE CO CERT. #: In/_S Tit) G ZIP: FAX: STATE: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: I11YALVAIA ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: 17I:� i ZIP: 2- /pLu,4ct�`NvG KEY" � vue,4liv ---M —MfAC-R —5 ---- S --- LJVV I: --- V ---- r V,ETVR�3 ---R —R — IWATEAFALL —W----W ^- 13 0881-ER ---- 8 ---9 --. II y' y� yARBy o F-EtJC�RS� s ' WJ�TF4 A1<00 Eavl1'oTF..d7►-t�Tt, z?�NSJI� wJRF- tot? NAG 6,3b,%✓vCc? -- Ptrk Loves yy� GU6-rorh vz cAM H VAOIL2 L L t LED BUSSi.CR 0 _ q,e Vit, { w W W ,v R -� / tit R File Copy RE IEWED FOR CODE COMPLIANCE ST. LIE COU�TY TRrIV RT7 E. R14?ib (y) ay"x aq,x 1a" FOCMER6 FdK ' 4'w4 R u-I i KW l Sg F N 6LvlvoFCK 1011 19EFT14 LED ,11/i ,fit/ R _qil I t r FXa12 ajca a1 — iN N4 ffit �. �L S — f — 5 -5 S V- Ste — GO VERED Ifa (T© BE CAPPM) i✓ d W W I ` L] W —?- w w _ w— f (4) 24"W x 24"L x 15"T 3,000 PSI CONC. FOOTINGS W/ (3) #5 REBAR @ 6" O.C.E.W. AND 3" MIN. CLEARANCE ON SIDES AND BOTTOM 71° 1 - TYP. 4 PLACES (FOR FUTURE PERGOLA BY OTHERS) " '�/----oU� POOL SPECIFICATIONS Max Width )3��" Max Length 31' Min Depth 3'&" Max Depth Sr Perimeter $' Area M$f Or-, Elevation FiE1426er Dirt fromExc. 14140L Returns y Vac Stub YE75 Cleaner Other Plumbing y'yyf7rE9F14LL LF_D 13u73$LEA Fill Line NO Overflow NC) Tile (o"x6o" Step Tile YE6 Cantilever NU Bullnose YE3 Raisebean(s) )Q 4-- 105" Light -Ao loou" gLTransformer box 9, Timer ND Automatic Controls a2� Tii�Ll�i`�Ifa %J1�1 �Z Patio Type re :EVE 971 iv E Sq.Ft. ;7 3&FTColor OLOOE 5 c )4t 10E Existing YE 5 Sq. Ft. a'tlra' FT Footers YE3 W/steel #5 DE NO Termite Treat Interior finish Pump PE04_J41R H.P. V632.05C3 Chlorinator YES NO -EC — LIO 3AL T Bench �, Ir ya.5 ).,� � Handrail Gallons SSa17 Turnover Time Hrs.I Mins , Cleaning Kit 'DE1-0XE_ Heater Q Size Formboard Survey { NO Final Survey YES NO Compaction YES NO COMMENTS tt q)aJr"?r2H'1/1-2 aDT�' S tv V 8LE ' .6NEER Pt6cF- ►rr v et �k +0 6+C HA zvDRAJL JOB SITE t L joLc/i l QYIZfF F (sirl >�'i�3/ �ta73 S. 'c, R' t r FT, Ply ce. FL 31 9l CONTRACTOR JM FORM & STEEL INCORPORATED dba JM CUSTOM POOLS INCORPORATED,00I r ... 11 rrrrll #772-486-0821 'N mtOALL RDo Lic.#CPC1458456 �� QP �iGENSFG�� i 12-08-2021 TATE '�i'C�•• F1 6RIDP•' M. Randall Rodgers, P.E. FL Lic. No. 68212 ONE16 Engineering & Consulting, LLC 1801 Hazelwood Drive Ft. Pierce, FL 34982 PH: (772) 201-1634 -Pool construction complies with FBC 2020, ANSI-7. ANSI-15 _Water Velocity -Max 8ft/sec as per FBC 2020-R4501.6.3 -Pool Barrier to comply with Section R4501.17-7th edition FBC -Skimmers comply with FBC 2020-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 WHEN PROVIIDED SHALL BE AT 20' MAX BELOW THE WATERLINE SWIMOUTS (NO SCALD "tip: ?►i���l�.: F.F_`�.'i i.`i/RI7L 1 Voclwwn (in Hg) X 1.13 FM Of Hand Primane (PSI) X 2.31 Fed Of Head Vacuum Head + Pressure Head = Total Dynamic Head POOL DETAIL (Na SCALE) tMrrSDE ANGLE OF REPOSE K MD FORM - 4' TRIM WLLS W//3 MBW 012' BC. EACH WAY 3'TOF-6'I=MILS 111/13 RON 012' O.C. EACH MY LT 10 S - e' Tim( WIN W/13 NEW w1Y at EACH MY MISC. NOTES 1. ALL STEPS AND SOMOUr NEATEN EDGES ILL IYAE 24 CAPfLF BUM OF OPPOSITE COLOR OF ION FNISH FOR VI561DY 2 HIDHND to BE I61A1EED ARE METE DECK RAISED i6' MOVE POOL c'- F� TXOYAOION NO THE ANTE OF REPOSE 15 ALLOWABLE PROADED: V��' • SHOW IS IWALLED AT DrMlON AND SIIULMIG SHOULD BE Q� 90101130 m SECURE SOILS FROM EROSION OR %TTU" • AID LM WMWIG OCCURS OR ENC/M APPROED F ANY ODES • WI Acno 1 TEST OF THE BrL7FIlED MATERIAL ARE PROYIDFD PRIOR m THE MINING OF THE PATIO �1111-113 1. DEAD 6 MN OF Ni WE 2 BOTTOM At TOP RISERS MAY WRY N HEIGHT 3. RISER Nor GRFAIER THAN 12' EXCEPT BOTIOM SUP WHERE DEPTH IS 4' OR GREATER 4. ALL SHIPS To BE SOLD GWE 3000 PSI STEPS (AND SCALD dTE;- ROMa1E ONE a BRICK Y' PER ��PE� WELL 1'011r 141n 1WW No COPING M(w AN, Araat AUX PULP twE MOl nrh»hG IYxL6'W TILE •.t'.+; ; ;'?� a GRATE SHALL BRICK PAVER PATIO BE SECURED N INTERIOR PIECE SO FP#% 414' TYP. WALL-3,000 PSI GINITE THAT TOOLS ARE REQUIRED FOR REIN WAL. STEEL-TEX FORM OR KRAFT WALL 6' TYP. FLOOR ''• TRENCH DRAIN 3,000 f51 13 ® 12' O.C.B.W. GUNTE NOTE: FOR DEPTHS GREATER THAN 6' ADD TREADED PLUG L1H3 COVE EW2 06' O.C. liUVEL TO PUMP TYP. (PALL SECTION & WELL POINT (MIT SCALD 18� m GRID HORIZONTAL INSTALL 2_:� P #8 TOO GRIND AT VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3' Below Water level in Return Pipirg.lnstall in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM WATER LEVEL UNDERWATERGHT LIGFGT POOL FINISH POOL LIGHT JUCTION BOX POOL PATIO 12 VAC FROM POWER SUPPLY SUE AS DETERMINED BY LICENSED ELECTRICIAN YARD BY 1' PVC SCHEDULE 40 PVC SLEEVE CONDUIT ci •' NO BONDING OR GROW REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (ND SCALE) 2x4 TIE —BACK AT VERTICAL 20 (3) 20 STRONG BACKS AT EACH 8R SHEET OF PLYWOOD PLYWOOD 9 PIE SHORING DETAIL FOR EXCAVATION LESS THAN 5' FROM EXISTING STRUCTURE (Ho SCALE) PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. SINGE CHANNEL oft auRET CMP 25506-32X VGB PER FRC450L COMPLIANT 32" CHANNEL DRAIN 00111RUMf MIN 202D FLORIDA BIMIMIG WOE LISTED TO AS E/A161 A112.19B 32' CHANNEL qNN AND SUMP 25506-320-OW 'THREE 2' SOCKET x 2.5' SPIGOT PORTS •DEBRIS GUARD INCLUDED =38.79in? OPEN AREA MAMPQ LISTED FLOW RATES WRITE PVC BODY *COVER GOES OVER BODY TO GIVE FISTED LOOK TTL0a4 The Nnoxim rn flow rating for this suction fdtig with Ow wiler port *"W and rider pats opm is 30B GPM (11oa) ad 212 GPM (wd) ohm rating 2Y plumb g and 258 GPM (floor) oW 192 GPM (wd) ohm using 2' plwnbtng. The nlminlxn On In" for Nis awfian GAting with the outer pals pkMW and the cede pat open a 2DO GPM (fixr) am 168 OI'M (wd) whm using 25 Plumbing and 184 GPM (floor) and 176 GPM (wd) whm usag 2' pAMltha9. SHP RESISTANT If CROSS BRACE QI I CONCRETE PATIO TREADS TO BE r BOND TO ANCHOR SHP RESISTANT e PAVER PATH) 12 W x 12'D x3O'L CONIC. ti FOOTING WITH (4)/3 BARS 18 GROUND WIRE BONDING DETAIL for LADDER and/or RAIL (AND SCALD RETURN TO POOL WATER TO SHEER DESCENT FILTER THREE-WAY VALVE SUCTION FROM POOL TYPICAL SHEER DESCENT DETAIL (NO SCALE) Him a WEB JM CUSTOM POOLS CPC1458456 STAR DECK f I ROW OF rOE18)E HE G'"AM 11111 W 12' o1C Ew SLOPE 1NM1 17FLOOR SCOFFS noon 29ff anu M , 6- omu will AMnrS ut EMI. ww "` 1R 9YIu BO wwr 6'-O" IV EWEE11'EI�I=:7wI`Q TYPICAL SECTION THRU POOL (NO SCALD Pipe Size 6 fps 8fpS 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 0.1(0' 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' SUN oOOG 1— DEK Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pod Volume: XXX ft )DO( x 7.48(0/Ft) = XXXX gIM (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX (Volume) (Turnover Minutes) (Pod 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 0 8 fps max. at 117 gpm Maximum System Flow Rate. Main Train Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration PuM Modd PENTAIR INTELLFLO VS-3050 mp. 3 TOWI HP=HPASovicelaft. 1 Hp a mole mwf he2speadawhiabbspmd FNw Make PENTAIR C&C Sae 150 FONAwh. wea based anBx. hnnveJawrdepool got 136DtNk = RawRaM Oidde GP1L byCalhiN*= M a Sand=15a GE =2 The Conholermake ON PUMP Modd CamaM mN Itparle a mi:am d hw Thehigher Speed09ddaanotNo one aamldc0or2 1wN.Wi wsim DESIGNED FOR: JM CUSTOM POOLS KING RESIDENCE 7273 S INDIAN RIVER DR FT PIERCE, FL T it H t I I I f II 11, I lPpDALLR�w,, 66212 68212 c F nRID �v •«EliclfBG ND 111111111ti`, PREPARED BY: SHEET: STEVE HORST 2 / DRAFTING & F,( DESIGN SERVICES /J�' 3 (772)211-7M kaTst4evt@Jahascw�