EFTA01117566.pdf

REveiONS BY OMMAsion CRACA>A:a. 75.-0" STRUCTURAL NOTES: • I) CODE: 2006 IBC 1 I Ilr 2) CONCRETE: AS11,1 C-94-00. re=2500 PSI 0 28 DAYS, AGGREGATES ASTM C-33-01 N A SKIMMER STAIR PROFILE 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. H /I 4) POOL DESIGN IS BASED ON POOL WALLS SUPPORTED BY SOIL WATER MUST BE DRAINED „[ (2)-2". MAIN FLOOR BEFORE REMOVING ANY SOIL BEHIND THE WALLS. DRAINS, 36" APART POCA_ VAC POOL 5) CONCRETE POOL IS POURED IN PLACE AGAINST FIRM NATIVE AND UNDISTURBED SOIL OR — 9 — On 5.-4" S-10'1 VAC 1 OICTRC SUB-PAria COMPACTED SOIL TO 95% OF MODIFIED PROCTOR PER ASTM D1557 TO PROVIDE ADEQUATE SUPPORT FOR POOL PRESSURE. WATER DEPTH I 6) POOL DESIGN DOES NOT ALLOW ANY SURCHARGE LOADS FROM ADJACENT STRUCTURE. 7) CONCRETE DECK AND SURROUNDING GRADE SHALL SLOPE AWAY FROM POOL. (3)-POOL UGHTS (8)-I32"0 RETURN SKIMMER / EVENLY SPACED PIPE EVENLY SPACED 8) LAP ALL REINFORCING BAR SPUCES 40 BAR DIAMETER. A$ SHOWN AS SHOWN KEEP PIPE AWAY FROM SKIMMER 9) PNEUMATICALLY PLACED MONOLITHIC GUNITE CONCRETE SHALL BE USED IN PLACING POOL. 3 -2 VIRGIN ISLANDS GUNITE POOL 4, 10) ALL WORK SHALL MEET CURRENT BUILDING CODES AND CITY CODES AND ORDINANCES. I LSJ LLC. SWIMMING POOLS 12.-0" 1W-9" 000R 18'-9" • 18.-9" I 1V-9" 5 s-r co POOL PLAN rt-e E6 W EQUIPMENT ROOM C co M SLOPE ADDRESS: PROJECT: ONCRETE WALL noCxRESS PER TABLE CLIENT: ) 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 POOL PROFILE 5) WAD BEAN NTH µ)-µ BARS CONT. PROFESSIONAL SERVICES, INC ENGINEERING 6) SLOPE DUX 7r:12' KEY NOTES: 7) WATER Lela. 2109 SNANS0CI AVE. SlEg. WC. AZ 06403 P.O Evan Yo; LAY.EFMAt.l. 12 dt4:e 1) ADJACENT WALLS AND FOOTINGS. TEL: 0128)4511256. FAX 0126)4611M B) VERTICAL WALL RENFOCING PER TAKE 2) FINISH GRADE. PDX OEPN RNNUS WALL \WICK HODUNTAL BOTTOM FICOR b' 'R' TillOOESS STEEL STEEL SLAB RENE nito(AESS 3) %" WATERPROOF PLASTER FINNISH. 0 C S-0' i'-0' I2^ /4 • it 0.C. 64 • ,r 0.0 12' .4 • it 0.0 80114 SIDES BOTH SCES TOP B Bona, 4) POOL FLOOR INFLECTION POINT. V-0* BOTH CiDECTIONS 5) MAXIMUM WATER LEVEL. 6*-CP 2'-6• P-CP S-6" IP' µ • 1i• 0.C. µ • +2' O.C. 6) MAINTAIN A DISTANCE BETWEEN POOL AND ANY ADJACENT FOOTING SO THAT Fr GO KSI BOTH SCES AN IMAGINARY FOOTING PRESSURE LINE SLOPE 1:1 MUST CLEAR POOL WALL. SE V-0- #5 • 111' 04. 7) SLOPE POCt. FLOORS A MAXIMUM 10:1 AT SHALLOW END. itl-0' W-0' It' F. 60 l(SI 8) SLOPE POOL FLOORS A MAXIMUM 10:3 AT DEEP END. / 4: I j 9) ADJACENT DESCENDING SLOPES. MAINTAIN 10'-0* MINIMUM CLEAR FROM EDGE OF POOL TO DESCENDING SLOPES AND RETAINING WALL STRUCTURES. POOL CROSS SECTION Noa me AT it PC (Aco Donnas. MO DO or Hosnann °MINT° AINACON WALL 2) STEP mow PD Pun EXPIRES. 3.31.2013 3) CONCRETE Su. KR PLAN. PREPAPEDEN: malt sa CRAWLS PAR MOW 0 SRI% MEM MD MICR RAW CINCHED BY: MO WSANOR tam DATE:242011 SECTION PLAN SCALE: AS NOAH JOB NuR4BER PEKIN%) SKIMMER DETAIL MAIN DRAIN DETAIL LIGHT DETAIL CONCRETE STAIRS IN POOL SHEET I) BOND BEAM BARS. BEND IPCER KPANER AS SIIDAN I) POCL ONICRE1E ace. I) 6060 BEAM REM. VAS AS SHORN. 2) (2)-µ RENF. BARS EACH WAY AT UKIT RECESS. 2) µ 3) (2)- µ BAR 0 It O.C. AS SHOWN ems 2)14 BAR • I' 3) POOL DANN. 0.4 MS PER PLANS 3) JUICDON BOX. Si 4) MR CATE 4) BOO RENT. BARS ARCFP0 CRAIN AS Nati. 5) uD. EFTA01117566