REveiONS BY OMMAsion 75.-0" POCA_ VAC — 9 — On N 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 I 5.-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