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<br /> <br />I <br /> <br />2" <br /> <br />~ 3" VTR <br /> <br />I <br />I <br />I <br />I <br /> <br />TUB I <br />I <br />I <br />3" <br /> <br />~ 2" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TO SANITARY <br />SEWER <br /> <br />PLUMBING RISER <br /> <br />N.T.S <br /> <br />L <br /> <br />~ 3" VTR <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2" <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 />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 LI N E <br />SET BACK REQUIREMENTS <br /> <br />FRONT: 20' MIN. <br />REAR: 10' MIN. <br />SIDES: 5' MIN. <br /> <br />q <br />~ <br /> <br />14'-0" <br /> <br />3'-4" <br /> <br />5'-2" <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />r------------------------- <br /> <br />~ <br />I'- <br /> <br />I <br /> <br />11'-10" <br /> <br />Jg~ <br /> <br />BIBB =4- :_____INDICATES FILLED <br />..--I CELL FROM FTG. <br />UP TO TIE BEAM <br />WIGROUT & 1#5 <br />ROD VERT. @ ALL <br />PLACES SHOWN <br /> <br />~ <br />I'- <br /> <br />(10\ <br />~ <br /> <br />19'-1" <br /> <br />o <br />~ <br />(,., <br /> <br />, <br /> <br />1-'1-----, <br />.I~ <br />I: ' <br />:: TUB: <br />I I I <br />I. 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FACE OF BLOCK <br />INTO GARAGE. USE 2x8 <br />I BETWEEN WALLS AND 2x6 <br />I BEHIND WITH 6" PAST EA. 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VERIFY LOCATION <br />WI BUILDER <br /> <br />~ <br /><0 <br /> <br />~ <br />I'- <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE / <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECON~ <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />ALL \VORK SHAlL COMPL y wrm ALL <br />FRI: v All..J)\G CODES. FLORIDA 8U1LDr\G <br />CQf)L:\A TIC\'. 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(MONO) <br /> DE #250992 <br /> <br />jPLvk RtVIEWE1r, <br />" '.11/f''-: He) J.-JJdJpJO ~ <br /> <br />..\. ......\\..........,.:) <br />