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4 <br />SANITARY WASTE RENOVATION PLAN <br />P2.1) 1/4" = 1 1-011 <br />0A <br />- --oD <br />OE <br />OF <br />G <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND <br />CONSTRUCTION TO SURVEY EXISTING CONDITIONS. <br />2. CONTRACTOR SHALL INSTALL APPLIANCES PER <br />MANUFACTURER'S PLUMBING REQUIREMENTS. <br />KEY NOTES: <br />(D CONTRACTOR SHALL TIE NEW 3- SANITARY WASTE LINE INTO <br />hK NEAREST EXISTING SANITARY LINE OF ADEQUATE SIZE. <br />�D CONTRACTOR SHALL COORDINATE CENTERING THE WALL CLEANOUT IN <br />THE SPACE WERE THE ROLL —OUT CABINETRY RESIDES. REFER TO <br />ARCHITECTURAL PLANS FOR CABINETRY DETAILS. <br />EXISTING STORM DRAIN AND OVERFLOW PIPING. CONTRACTOR SHALL <br />COORDINATE ALL DISCIPLINES. <br />FIXTURES PIPE SIZE <br />FIXTURE <br />SAN SIZE <br />VENT SIZE <br />WATER CLOSET <br />3" <br />2sl <br />LAV / SINK <br />30 <br />1-1/2- <br />ELECT WATER COOLER, <br />3" <br />1-1/2" <br />FLOOR DRAIN <br />1 3' <br />2" <br />NOTE <br />PLUMBING CONTRACTOR SHALL FIELD VERIFY� USING SUCH <br />METHODS AS A SEWER CAMERA, LOW FREQUENCY GPR (GROUND <br />PENETRATING RADAR) OR EM (ELECTROMAGNETIC) UTILITY <br />LOCATING METHODS DURING DEMOLITION PHASE OF PROJECT TO <br />DETERMINE THE EXACT CONDITION OF PIPE, LOCATION, SIZE, <br />INVERT AND DIRECTION OF FLOW OF ALL EXISTING <br />SANITARY/GREASE WASTE LINES WITHIN SCOPE OF PROJECT. <br />DISCREPANCIES AND UNFORESEEN CONDITIONS ARE TO BE <br />BROUGHT TO THE ATTENTION OF THE OWNER, ARCHITECT AND <br />PROJECT ENGINEER PRIOR TO PROCEEDING WITH DEMOU11ON IN <br />THE AREA OF CONCERN. <br />CAMPBELL + VAN DUSEN <br />ARCHITECTURE INTERIOR DESIGN <br />www.CVDstudio.com <br />CAMPBELL + VAN DUSEN Design Studio, LLC. <br />255 South Orange Avenue Suite # 1240 <br />Orlando, Florida 32801 <br />Phone: 407.930.6016 <br />FL. Lic. No. AA26003339 <br />ARCHITECT OF RECORD <br />FRANK W. CAMPBELL AIA <br />FL LIC NO. AR001 6053 <br />COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, <br />SEALED AND DATED BY THE ARCHITECT OF RECORD <br />JAMe&0 ................. . <br />C E tj <br />w. 90018 <br />*J <br />-A- STATE OF <br />0\ <br />4 0 R 10 <br />N, <br />N.................. <br />�O A I A L <br />Taylor J. Lewis, PE, <br />FL Reg. No. 90018 <br />COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, <br />SEALED AND DATED BY THE ENGINEER OF RECORD <br />I <br />Ll- <br />Uj <br />F— <br />1,4 <br />U <br />< <br />C/) <br />LU <br />LIJ <br />> <br />—j <br />0 <br />—r <br />CID <br />I-- <br />F-- <br />+ <br />L0 <br />U <br />z: <br />1-0 <br />Cie <br />< <br />Li.j <br />LU <br />0 <br />>-0 <br />cl— <br />m <br />LU <br />'0 Lr) <br />De <br />< <br />3:: <br />Lp-Lj4 <br />or-01 lcyr)) <br />CL <br />CONSTRUCTION DOCUMENTS <br />03.24.2023 <br />DATE <br />PRINCIPAL IN CHARGE <br />F. CAMPBELL <br />. .................................................................. <br />PROJECT MANAGER <br />M. TORRES <br />.................................................................... <br />ADVENT HEALTH <br />WELL 65+ <br />ZEPHYRHILLS <br />22-0328-01 <br />MEP CONSULTING <br />SANITARY WASTE <br />ENGINEERS <br />SINCE 1977 <br />RENOVATION PLAN <br />7L REG NO. 3089 <br />2016 ALDEN RD. <br />ORLANDO, FL <br />32803 <br />(407) 246-1688 <br />WWW.PEIFLA.COM <br />P2*1 <br />PEI PROJECT <br />22121 <br />