REveiONS BY OMMAsion 75.-0" POCA_ VAC — 9 — OnN A H /I I SKIMMER/ I (2)-2". MAIN FLOOR DRAINS, 36" APART (3)-POOL UGHTS EVENLY SPACED A$ SHOWN 12.-0" 18'-9" POOL PLAN • I I5.-4"SKIMMER • 1 S-10'1 WATER DEPTH (8)-I32"0 RETURN PIPE EVENLY SPACED AS SHOWN KEEP PIPE AWAY FROM SKIMMER POOL VAC 18.-9" POOL PROFILE 1V-9" 1W-9" KEY NOTES: 1) ADJACENT WALLS AND FOOTINGS. 2) FINISH GRADE. 3) %" WATERPROOF PLASTER FINNISH. 4) POOL FLOOR INFLECTION POINT. 5) MAXIMUM WATER LEVEL. 6) MAINTAIN A DISTANCE BETWEEN POOL AND ANY ADJACENT FOOTING SO THAT AN IMAGINARY FOOTING PRESSURE LINE SLOPE 1:1 MUST CLEAR POOL WALL. 7) SLOPE POCt. FLOORS A MAXIMUM 10:1 AT SHALLOW END. 8) SLOPE POOL FLOORS A MAXIMUM 10:3 AT DEEP END. 9) ADJACENT DESCENDING SLOPES. MAINTAIN 10'-0* MINIMUM CLEAR FROM EDGE OF POOL TO DESCENDING SLOPES AND RETAINING WALL STRUCTURES. SECTION PLAN SKIMMER DETAIL I) BOND BEAM BARS. BEND IPCER KPANER AS SIIDAN 2) µ BAR 0 It O.C. AS SHOWN 3) (2)-µ ems 4) MR CATE 5) uD. MAIN DRAIN DETAIL I) POCL ONICRE1E ace. 2)14 BAR • I' 0.4 MS PER PLANS 3) POOL DANN. 4) BOO RENT. BARS ARCFP0 CRAIN AS Nati. 3 -2 4, LIGHT DETAIL Ilr STAIR PROFILE „ [ I) 6060 BEAM REM. VAS AS SHORN. 2) (2)-µ RENF. BARS EACH WAY AT UKIT RECESS. 3) JUICDON BOX. 1 OICTRC SUB-PAria 000R s-r rt-e EQUIPMENT ROOM STRUCTURAL NOTES: I) CODE: 2006 IBC 2) CONCRETE: AS11,1 C-94-00. re=2500 PSI 0 28 DAYS, AGGREGATES ASTM C-33-01 3) REINFORCING: ASTM A615-00, GRADE 40, fy = 40 KSI FOR NO.4 BAR AND SMALLER, AND GRADE 60. fy = 60 KSI FOR NO. 5 AND LARGER. 4) POOL DESIGN IS BASED ON POOL WALLS SUPPORTED BY SOIL WATER MUST BE DRAINED BEFORE REMOVING ANY SOIL BEHIND THE WALLS. 5) CONCRETE POOL IS POURED IN PLACE AGAINST FIRM NATIVE AND UNDISTURBED SOIL OR COMPACTED SOIL TO 95% OF MODIFIED PROCTOR PER ASTM D1557 TO PROVIDE ADEQUATE SUPPORT FOR POOL PRESSURE. 6) POOL DESIGN DOES NOT ALLOW ANY SURCHARGE LOADS FROM ADJACENT STRUCTURE. 7) CONCRETE DECK AND SURROUNDING GRADE SHALL SLOPE AWAY FROM POOL. 8) LAP ALL REINFORCING BAR SPUCES 40 BAR DIAMETER. 9) PNEUMATICALLY PLACED MONOLITHIC GUNITE CONCRETE SHALL BE USED IN PLACING POOL. 10) ALL WORK SHALL MEET CURRENT BUILDING CODES AND CITY CODES AND ORDINANCES. SLOPE /4: I j POOL CROSS SECTION Noa me AT it PC (Aco Donnas. MO DO or Hosnann °MINT° AINACON WALL 2) STEP mow PD Pun 3) CONCRETE Su. KR PLAN. malt sa CRAWLS PAR MOW 0 SRI% MEM MD MICR RAW MO WSANOR CONCRETE STAIRS IN POOL ONCRETE WALL noCxRESS PER TABLE ) TYPICAL uninuiEED SOL OR EEL COMPACTED TO 95N Or ASII4 Di557. 3) TB WORCen BAR LAP - 411 • BAR ONNETER ) TYPICAL it THICK OCHCRETE rtOCR NMµ BAR • 12' O. EACH DIRECTION 5) WAD BEAN NTH µ)-µ BARS CONT. 6) SLOPE DUX 7r:12' 7) WATER Lela. B) VERTICAL WALL RENFOCING PER TAKE PDX OEPN b' RNNUS 'R' WALL TillOOESS \WICK STEEL HODUNTAL STEEL BOTTOM SLAB nito(AESS FICOR RENE 0 C S-0' i'-0' I2^/4 • it 0.C. 64 • ,r 0.0 12' .4 • it 0.0 V-0* 80114 SIDES BOTH SCES TOP B Bona, BOTH CiDECTIONS 6*-CP 2'-6• P-CP S-6" IP' µ • 1i• 0.C. µ • +2' O.C. Fr GO KSI BOTH SCES SE #5 • 111' 04. V-0- itl-0' W-0' It' F. 60 l(SI CRACA>A:a. VIRGIN ISLANDS GUNITE POOL LSJ LLC. SWIMMING POOLS 5 co E6 W C co M CLIENT: PROJECT: ADDRESS: PROFESSIONAL ENGINEERING SERVICES, INC P.O Evan Yo; LAY.EFMAt.l. 12 dt4:e 2109 SNANS0CI AVE. SlEg. WC. AZ 06403 TEL: 0128)4511256. FAX 0126)4611M EXPIRES. 3.31.2013 PREPAPEDEN: CINCHED BY: tam DATE:242011 SCALE: AS NOAH JOB NuR4BER PEKIN%) SHEET Si EFTA01117566