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GENERAL NOTES: <br />1. CONTRACTOR SHALL PATCH WALLS, FLOORS AND CEILINGS TO MATCH EXISTING FINISHES FOR <br />DEMOLITION AND INSTALLATION OF PIPING, FIXTURES, EQUIPMENT, ETC UNLESS NOTED OTHERWISE <br />ON ARCH. DRAWINGS. <br />2. THE HOSPITAL IS OPEN 24 HOURS A DAY, 7 DAYS A WEEK. THE CONTRACTOR SHALL HAVE <br />TO PERFORM WORK WITHIN ACTIVE PATIENT CARE AREAS. CONTRACTOR SHALL: <br />A. COORDINATE SHUTDOWN OF EXISTING SYSTEMS WELL IN ADVANCE WITH OWNER. <br />B. PERFORM WORK AT SUCH TIMES AND UNDER SUCH CONDITIONS AS PRESCIBED BY OWNER. <br />C. PERFORM WORK WITHIN THE GUIDELINES OF THE ICRA REPORT PREPARED FOR THIS PROJECT <br />BY THE OWNER. <br />D. SEQUENCE DEMOLITION AND NEW CONSTRUCTION TO MINIMIZE NUMBER & DURATION OF <br />SHUTDOWNS REQUIRED. <br />3. CONTRACTOR SHALL COORDINATE WORK WITH EXISTING CONDITIONS (STRUCTURE, DUCTWORK, <br />PIPING, CONDUIT, ETC.). PROVIDE OFFSETS AS REQUIRED TO INSTALL NEW WORK. <br />4. CONTRACTOR SHALL LOCATE ALL NEW VALVES AT ACCESSIBLE LOCATIONS. PROVIDE ACCESS <br />PANELS, AS REQUIRED, FOR VALVES LOCATED ABOVE HARD CEILINGS. <br />5. ALL WASTE, STORM AND CONDENSATE PIPING 2- & LESS TO BE SLOPED a 1/4/FT. ALL WASTE, <br />STORM AND CONDENSATE PIPING 21/1 & LARGER TO BE SLOPED a I/d/FT. <br />6. WORK MAY NOT BE LIMITED TO SCOPE OF WORK OR PHASING AREAS INDICATED, BUT ALSO MAY <br />INCLUDE WORK OUTSIDE OF THE SCOPE OF WORK OR PHASING AREAS AS INDICATED BY <br />CONTRACT DOCUMENTS. <br />7. PIPING SHOWN IS ROUTED AT 1ST FLOOR CEILING UNLESS NOTED OTHERWISE. <br />S. CONTRACTOR SHALL OFFSET NEW WASTE PIPING DROPS AS REQUIRED TO AVOID STRUCTURAL JOISTS. <br />9. CONTRACTOR TO REMOVE EXISTING STACKS AND RISERS LOCATED IN EXISTING WALLS TO BE <br />DEMOLISHED, AND PROVIDE NEW OFFSETS AT CEILING ABOVE AND CEILING BELOW TO NEW STACK <br />OR RISER LOCATION COORDINATED WITH FLOOR PLAN LAYOUT AND EXISTING CONDITIONS. <br />10. CONTRACTOR SHALL SAW CUT CONCRETE 1ST FLOOR SLAB AS REQUIRED TO ACCOMMODATE <br />DEMOLITION AND NEW WORK SHOWN. PATCH WITH SIMILAR MATERIALS TO MATCH EXISTING. SEE <br />ARCH. DRAWINGS. <br />11. CONTRACTOR SHALL VERIFY SLOPE, INVERT AND CONDITION OF EXISTING UNDERGROUND SANITARY PIPING <br />PRIOR TO COMMENCING ANY NEW WORK PIPE INSTALLATION BELOW SLAB, AND PRIOR TO SAW CUTTING <br />SLAB. SCOPE PIPE WITH CAMERA TO DETERMINE CONDITION OF PIPE, IF DETERMINATION CAN NOT BE <br />MADE. SAW CUT SLAB FIRST AT AREA OF NEW TO EXISTING CONNECTION TO DETERMINE EXISTING PIPE <br />CONDITION. <br />KEYED NOTES: <br />0 EXISTING WASTE PIPING WITHIN CEILING TO BE REPLACED WITH NEW WASTE PIPING. HANG <br />TIGHT TO SLAB AND REROUTED TO ACCOMODATE NEW CEILING HEIGHTS, ABOVE CEILING <br />EQUIPMENT, DUCTWORK, PIPING, CONDUIT, ETC. CONTRACTOR SHALL FIELD VERIFY EXISTING <br />PIPE SIZES. CONTRACTOR SHALL INSTALL NEW PIPING, AS FEASIBLE, PRIOR TO DEMOLITION <br />TO MINIMZIE DOWNTIME OF WASTE PIPING SYSTEM SERVING ABOVE. <br />OPROVIDE 11 PUMPED CONDENSATE LINE FROM 9 TON CRAC UNIT. RUN CONDENSATE TO NEAREST <br />RAINWATER LEADER AND TURN DOWN A MINIMUM OF 2 FEET PRIOR TO MAKING CONNECTION <br />IN VERTICAL. INSTALL CHECK VALVE. <br />OPROVIDE COOLING COIL CONDENSATE TRAP (SEE DETAIL) UNLESS CRAC UNIT INCLUDES INTERNAL <br />TRAP. <br />OINSTALL DRIP TROUGH BELOW WASTE PIPING (SEE DETAIL). ROUTE 1- DRAIN LINE FROM TROUGH <br />TO SPILL OVER NEAREST SINK AS SHOWN. <br />OTURN DOWN DRAIN LINE 11 BELOW CEILING WITH CHROME PLATED ESCUTCHEON TO SPILL OVER <br />EXISTING CLINICAL SINK. CONTRACTOR SHALL VERIFY EXACT LOCATION OF CLINICAL SINK WITHIN <br />ROOM AND REPORT ANY DISCREPANCIES WITH ARCH/ENGR. <br />211 <br />2- <br />� f <br />P-26 <br />\' W <br />CO 2' <br />GENERAL NOTES: <br />1. ALL SANITARY PIPING 21 & LESS TO <br />BE SLOPp a 1/4/FT. ALL SANITARY <br />PjP NG 21/2 & LARGER TO BE SLOPED <br />%/FT. <br />2. PROVIDE CLEANOUTS AT BASE OF <br />ALL STACKS. <br />c� <br />v <br />0 <br />o � <br />rn <br />t3 ep <br />�o <br />o�U <br />w <br />Smith <br />Reckman <br />SS-11 <br />Reid, Inc. <br />600 West Hillsboro, Suite 300 <br />Deerfield Beach, FL 33441 <br />(954)421-1260 <br />FAX:(954) 421-1466 <br />www.ssr-inc.com <br />Firm Certification - EB-0000857 <br />Dennis Davie PE - 58588 <br />John E. Moulder PE - 33200 <br />SSBJOB # 1137003.0 <br />00 <br />E <br />M <br />TATE OF <br />all"OR,1 � <br />ONAi. %% � <br />SANITARY RISERCD <br />NO SCALE <br />A <br />A <br />GENERAL NOTE: <br />WATER HAMMER ARRESTORS SPECIFIED <br />REQUIRES NO SERVICING PER MANUFACTURER'S <br />WRITTEN INSTRUCTION. <br />PCN/ <br />FIG. NO. <br />P.D.J. <br />SYMBOL <br />FIXTURE UNIT <br />RATING <br />A <br />SIZE <br />B <br />SIZE <br />C <br />SIZE <br />5005 <br />A <br />1-11 <br />1 <br />4 <br />3 <br />5010 <br />B <br />12-32 <br />1 <br />5 <br />3 <br />5020 <br />C <br />33-60 <br />1 <br />6 <br />3 <br />5030 <br />D <br />61-113 <br />1 <br />7 <br />3 <br />5040 <br />E <br />1 114-154 <br />1 1 <br />1 8 <br />1 3 <br />5060 <br />1 F <br />1 155-3301 <br />1 <br />1 9 <br />3 <br />1/9 <br />DOMESTIC WATER RISER <br />NO SCALE <br />FIRST FLOOR PLAN - NEW CONSTRUCTION - PLUMBING <br />111111111 1 <br />0' 1' 2' 4' 8' 12' <br />LEGEND <br />L <br />DESCRIPTION <br />rCONSTRUCTION <br />EXISTING TO REMAIN <br />NEW CONSTRUCTION <br />CONNECT TO EXIST. AT THIS POINT <br />KEYPLAN <br />31,4 <br />0 <br />P4 <br />,o <br />bA <br />ze <br />Project No. 00000.00 <br />P2ml <br />© 2011 BHI PK Architects, Inc. <br />00 <br />u <br />r� <br />