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S-L. Fretrtcik Yuch-i C u.6 <br />.1;dcfg-kaf.le <br />S <br />14 it 4 <br />3 -1 2s,-42." <br />copper b31SV1d3tld rt <br />(,),,s(-`6 - 16,0 <br />14,S <br />u,0‘, <br />SERVICES ENVIRONMENTAL HEALTH SWIMMING POOL PROGRAM <br />P.O. Box 2009, Stockton, CA 95201, (209) 468-3420 <br />SAN JOAQUIN PUBLIC HEALTH <br />1601 East Hazelton Ave., <br />SWIMMING POOL PLAN CHECK SHEETS <br />A. Pool Construction (2-9011) <br />Plans for the pool shall be drawn to a scale of 1/4 in. to 1 ft. and for the pool <br />equipment room 1 in. to 1 ft. <br />Reinforced concrete or equivalent. <br />The finish color shall be white. <br />Pool free from projections or recessed areas. <br />B. Geometry for pools without Diving Boards, Fig. 2-9013(a)(3). If diving boards are present, <br />see 2-9013 & 9017 <br />1 Max radius at shallow end is 1 ft. <br />Max. depth at shallow end is 3 1/2 ft. <br />max. slope from shallow end is 1:10. <br />Max. slope from slope break to drain is 1:3. <br />min. springline around pool is 2 1/2 ft. <br />min. width at drain is 15 ft. <br />min. length for pools less than 6 ft. deep is 15 ft. <br />Safety rope fasteners (flush mounted) required at 4 1/2 ft. when there is a break in slope. <br />Dimensional construction tolerance is + 2 in. <br />Dimensional tolerance on nonadjustable perimeter overflow systems (gutters) is -0 1/8 in. <br />Drainable through main drain at deepest point of pool. <br />C. Inlets (2-9042) <br />Two inlets first 10,000 gals., and 1 for each 10,000 gals. thereafter. <br />No.required 67 . No.provided <br />min. 18 in. below waterline, min. 10 ft. apart. <br />Protrude max. 1 1/4 in. into pool and be adjustable in direction and flow to cause a <br />circulatory movement to the water. <br />One floor inlet/10,000 gals. if pool wider than 40 ft. <br />No. floor inlets required. No. provided_______. <br />D. Skimmers (2-9042)(pool area not over 5000 sq.ft.) <br />Approved type, properly located with respeot to prevailing winds and circulatory water movement. <br />One skinner for each 500 sq.ft. or fractional part. No. required (max. of 10). <br />No. provided 4 . <br />min. 75X of required flow. <br />Gate valve. Accessible for operation and repair. Labelled. Not in deck. <br />Equalizer line with wall safety cover, float valve, check valve, rubber "0" rings, <br />E. Recirculation (2-9031 and 9033) <br />1. Max. flow velocities on inlet piping: PVC - 10 ft./sec. and copper - 8 ft./sec. (preferably <br />7 ft./sec. for both), flexible PVC - 5 ft./sec. Use Williams and Hazen Chart for Land 2. # Inlets TPR Pipe Size-Material Velocity ft./sec. Friction Loss-ft. 6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />Heater <br />External bypass required if TPR exceeds hearer rating.Size bypass in.11ypass valve_. <br />2. Max. flow velocities on suction piping: PVC and copper - 8 ft./sec. (preferably <br />7 ft./sec. for both), flex - 5 ft./sec. <br /># Skimmers 75% TPR Pipe Size-Material Velocity ft./sec. Friction Loss-ft. <br />4 <br />3 <br />2 <br />1 <br />100% TPR <br />Main drain <br />weir. <br />Mt) -6,t1 <br />SKivviw‘er <br />z•5- 2 <br />tf"--7v2.-S <br />All items on page completed