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HomeMy WebLinkAboutP001PLUMBING FIXTURE & EQUIPMENT SCHEDULE SYMBOL FIXTURE FITTINGS ELECTRICAL ACCESSORY REQUIREMENTS LEED CONNECTIONS REMARKS FIXTURE NAME MANUFACTURER MODEL TYPE SIZE MANUFACTURER MODEL SUPPLY I.R. / BATTERY / HP GPM OR GPF WASTE VENT CW HW RD-1 ROOF DRAIN J.R. SMITH (8") 1010-16 CAST IRON BODY W/POLYETHYLENE DOME 16" DIA. N/A N/A N/A - 3" MIN. PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER ASSEMBLY AS REQ'D. OD-1 OVERFLOW DRAIN J.R. SMITH 1070 CAST IRON DRAIN W/ UV RESISTANT PLASTIC DOME STRAINER 11" DIA. N/A N/A N/A 3" MIN. PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER ASSEMBLY AS REQ'D. DSN-1 DOWNSPOUT NOZZLE J.R. SMITH 1770Y-2 CAST BRONZE NOZZLE AND FLANGE N/A N/A N/A 2" MIN. REMARKS: 5/27/2015 10:43 P:\VVMC\2014-015 West Wing Expansion & Renovation\Cad\Plbg\Pschedules\[P-2014-015.xlsx]S440-1 Plbg Fixt C&S PLUMBING LEGEND SYMBOL DESCRIPTION ABBR. DESCRIPTION ACID RESISTANT WASTE PIPING (ABOVE FLOOR IN BUILDING) DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER CIRC. PIPING SOFTENED DOMESTIC COLD WATER PIPING SOFTENED DOMESSTIC HOT WATER PIPING DOMESTIC HOT WATER PIPING @ TEMPERATURE SHOWN SURFACE CLEANOUT FLOOR CLEANOUT LINE CLEANOUT FIXTURE OR DRAIN P-TRAP AREA DRAIN FLOOR SINK (SQUARE GRATE) ROOF DRAIN OR OVERFLOW DRAIN GAS PRESSURE REDUCING VALVE ATMOSPHERIC VACUUM BREAKER ACID RESISTANT VENT PIPING WASTE PIPING (ABOVE FLOOR IN BUILDING) WASTE PIPING (BELOW FLOOR IN BUILDING) WALL CLEANOUT CLEANOUT TEE ABBR. SYMBOL VENT PIPING FLOOR DRAIN (ROUND GRATE) HW HWC C-SW 140° HW V H-SW AV W W AW AW CW FS RD / OD VB AV W W AW AW GD IW S ST SSD SD SD OD OD A G G ACID RESISTANT WASTE PIPING (BELOW FLOOR IN BUILDING) IW S ST SSD SD GD SD OD OD A COMPRESSED AIR GREASE DRAIN (WASTE LINE TO GREASE INTERCEPTOR) INDIRECT WASTE PIPING SANITARY SEWER PIPING (OUTSIDE BUILDING) STORM SEWER PIPING (BELOW GRADE OUTSIDE BUILDING) SUB-SURFACE DRAIN PIPING OVERFLOW DRAIN PIPING (ABOVE FLOOR IN BUILDING) STORM DRAIN PIPING (ABOVE FLOOR IN BUILDING) STORM DRAIN PIPING (BELOW FLOOR IN BUILDING) OVERFLOW DRAIN PIPING (BELOW FLOOR IN BUILDING) FCO WCO COT AD LCO FD SCO BFP SA GC FC WH HB YH MH CI MANHOLE DOUBLE CHECK BACKFLOW PREVENTER SHOCK ARRESTOR W / ISOLATION VALVE GAS SHUT-OFF VALVE STOP AND DRAIN VALVE HOSE BIBB HWC BALANCING VALVE CAST IRON WALL HYDRANT YARD HYDRANT INVERT ELEVATION CATCH BASIN POLYVINYL CHLORIDE VITRIFIED CLAY PIPE VENT THRU ROOF VCP CB VTR IE PVC SW SW 140° NATURAL GAS PIPING (Not all symbols listed below are used on these drawings) This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 5/28/2015 8:11:03 AM P001 Checker Author PLUMBING LEGENDS AND NOTES MAY 28, 2015 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER Phase 1 West Wing 181 WEST MEADOW DRIVE VAIL, CO 13026.01 STRUCTURAL: Structural Consultants Inc. 3400 East Bayaud Avenue, Suite 300, Denver, CO 80209 303.399.5154 MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE: Cator Ruma & Associates, Co. 896 Tabor Street, Lakewood, CO 80401-4700 303.232.6200 CIVIL: Martin/Martin 225 Main Street, Unit C101, Edwards, CO 81632 970.926.6007 LANDSCAPE: Lime Green Design, Inc. 900 East Louisiana Avenue, Suite 209, Denver, CO 80210 303.733.7558 PLUMBING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING WITH OWNER. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOR RESOLUTIONS. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER TRADES AND ADVISE ARCHITECT/ENGINEER OF ANY POSSIBLE CONFLICTS. VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL MEMBERS AND OPENINGS. SEE SPECIFICATIONS FOR WATER HAMMER ARRESTOR SIZING. ALL FLUSH VALVES AND SOLENOID OPERATED EQUIPMENT SHALL HAVE A WATER HAMMER ARRESTOR. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. ALL EXISTING FIXTURES AND EQUIPMENT TO BE REMOVED SHALL HAVE ALL ASSOCIATED PIPING CONTROLS, HANGERS, SUPPORTS AND ANY MISCELLANEOUS ASSOCIATED SERVICE OR PART REMOVED COMPLETELY. ALL MEDICAL GAS PIPING SHALL HAVE TOP TAKE-OFFS WHENEVER POSSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE ELEVATIONS AND LOCATIONS. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH ELEVATION OF XXXX.XX. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DIMENSIONED LOCATION OF PLUMBING FIXTURES AND WALLS. PROVIDE CLEANOUTS IN ACCESSIBLE LOCATIONS PER THE PROJECT SPECIFICATIONS AND LOCAL PLUMBING CODES. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. WORK INCLUDED IN THE CONTRACT IS DENOTED IN BOLD. EXISTING CONDITIONS TO REMAIN ARE DENOTED LIGHTLY. WE HAVE UTILIZED EXISTING RECORD DRAWINGS PROVIDED TO US BY THE ARCHITECT AND TRANSFERRED THAT INFORMATION TO OUR REVIT MODEL. WE NOT BE RESPONSIBLE FOR COORDINATION OF EXISTING CONDITIONS WHICH ARE BEYOND TIE-IN POINTS OR ARE INACCESSIBLE. WE WILL VISIT THE SITE AND DO A CURSORY REVIEW OF EXISTING CONDITIONS AS ACCESSIBILITY ALLOWS. A DETAILED METHOD OF PROCEDURE IS REQUIRED WHEN A CONSTRUCTION ACTIVITY AFFECTS THE SAFETY OF THE OCCUPANTS, OWNER'S EQUIPMENT OR VALUABLE CONTENTS OR ANY SYSTEM WHICH SUPPORTS THESE SYSTEMS; OR ESSENTIALLY AFFECTS THE BUILDING MANAGEMENT, OPERATIONS OR SECURITY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION. COORDINATE WORK WITH ALL TRADES. CONTRACTOR IS RESPONSIBLE FOR SECURING AND WEATHERPROOFING ANY ROOF OPENING NOT COMPLETED DURING WORKING HOURS. COORDINATE ALL DUCTWORK AND PIPING WITH EQUIPMENT, STRUCTURE, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR DEACTIVATION OF ROOF-MOUNTED EQUIPMENT AND ASSOCIATED INDOOR EQUIPMENT. ONLY ONE UNIT SHALL BE TAKEN OUT OF SERVICE AT ANY TIME, WITH REMAINDER OF UNITS LEFT OPERATIONAL. CONTRACTOR SHALL NOT SHUT DOWN / TAKE OUT OF SERVICE ANY SYSTEMS WITHOUT FIRST COORDINATING WITH OWNER AND PREPARING M.O.P. DEMOLITION GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. EXISTING ITEMS TO REMAIN ARE DENOTED LIGHTLY UNLESS OTHERWISE NOTED. ALL ITEMS SHOWN HATCHED SHALL BE REMOVED UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT SHUT-OFF OR PUT-OUT OF SERVICE ANY SYSTEMS OR SERVICE WITHOUT FIRST COORDINATING WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND UNDERSTAND THE EXTENT OF THE REMODEL WORK REQUIRED PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR WORK REQUIRED TO ACHIEVE THE END RESULT AS INDICATED BY THE CONTRACT DOCUMENT. CONTRACTOR SHALL DETERMINE AND COORDINATE THE EXACT EXTENT OF DEMOLITION TO FACILITATE ALL WORK INDICATED BY THE CONTRACT DOCUMENT. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION. ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY UNLESS OTHERWISE NOTED. REMOVED ITEMS SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE NOTED AND STORED IN THE AREA DESIGNATED BY THE OWNER. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL ITEMS THE OWNER CHOOSES NOT TO ACCEPT. WHERE EXISTING PIPING, T.C. TUBING/WIRING ETC. ARE TO BE REMOVED FROM WALLS WHICH ARE REMAINING, THE WALLS SHALL BE REPAIRED TO MATCH ORIGINAL CONDITIONS. WHERE EXISTING PIPING TO BE REMOVED PASSES THROUGH FLOORS, THEY SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH AND EVEN FINISH WITH CONCRETE SURFACE. 08/11/15