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<br /> <br />I <br /> <br />C.O. <br /> <br />2" <br /> <br />3" VTR ~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2" VTR J <br />I <br />I <br />I <br />I <br />I <br />I LAV. <br />DBL SINK I <br />W! DISP & I <br />DIW <br /> <br />3" VTR J <br /> <br />I <br />I <br />I <br />I <br />I <br />I TUB <br />I <br />" <br /> <br />2" <br /> <br />HANSON <br />BOX <br /> <br />TO SANITARY <br />SEWER <br /> <br />PLUMBING RISER <br /> <br />N.T.S <br /> <br />L <br /> <br />PLUMBING NOTES: <br /> <br />ORDINANCE 604.4 OF FPC (2001)-APPENDIX <br />"J" TO STANDARD PLUMBING CODE. <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WALL MOUNT WATER CLOSET VOLUME <br />3.5 GALLONS <br />3. WATER - FLOW RATE. <br />PUBLIC FACILITIES <br />PRIVATE FACILITIES <br />SHOWER HEADS <br /> <br />0.5 G.P.M. <br />2.2 G.P.M. <br />2.5 G.P.M. <br /> <br />VTR LOCATIONS ARE APPROXIMATE <br />AND MAY CHANGE DUE TO JOBSITE <br />CONDITIONS <br /> <br />3'-D"x3'-0" <br />AIC COMPo PAD <br />4" CONC, SLAB <br />WI 8" X 8" THK'N <br />EDGE. VERIFY LOCATION <br />WI BUILDER <br /> <br />NOTE: <br />ALL CONTROL JOINTS <br />MUST BE SAW CUT AS SHOWN <br />OR PER ASTM STANDARDS WITHIN <br />24 HOURS AFTER CONCRETE PLACEMENT, <br /> <br />PROPERTY LINE <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />~ <br />(V) <br /> <br />~ <br />r-- <br /> <br />= <br />~ <br />r-- <br /> <br />:r <br />r-- <br /> <br />~ ::? <br />(V) <br />D) <br /><;t , <br /> ~ <br /> ('I') <br /> <br />q <br />c:o <br /> <br />~ <br /><.0 <br /> <br />5' <br />r-- <br /> <br />r.r-----------~ <br />I r ;5 f I~; l'l <br />'ll I, ,\! 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USE 2x8 <br />BETWEEN WALLS AND 2x6 <br />BEHIND WITH 6" PAST EA. 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