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LOAD SUMMARY
<br />#100
<br />#200
<br />#300
<br />#400
<br />#500
<br />#600F
<br />E
<br />D
<br />C
<br />B
<br />A
<br />WADEZURN Z-1700 SERIES
<br />SHOKTROLDESIGNATION
<br />PDI
<br />WATER HAMMER ARRESTORS
<br />#5005
<br />#5010
<br />#5020
<br />#5030
<br />#5040
<br />#5050
<br />JAY R. SMITH 5000
<br />SERIES HYDROTROL
<br />330
<br />154
<br />113
<br />60
<br />32
<br />11
<br />FU
<br />MAXSHOKSTOPS
<br />#W-5
<br />#W-10
<br />#W-20
<br />#W-50
<br />#W-75
<br />#W-100
<br />WATER DEMAND
<br />IN FIXTURE UNITS
<br />WASTE DEMAND
<br />IN FIXTURE UNITS
<br />WATER DEMAND NAT GAS DEMAND IN
<br /> IN G.P.M. BTU PER HOUR
<br />4 2.8 3 N/A
<br />PLUMBING GENERAL NOTES
<br />1. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING
<br />AS IF REQUIRED BY ALL - IN THE CASE OF CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE
<br />BETTER QUALITY AND/OR GREATER QUANTITY OF WORK
<br />2. BE RESPONSIBLE FOR ALL PERMITS, FEES, AND COSTS ASSOCIATED WITH THE INSTALLATION OF
<br />PLUMBING WORK
<br />3. MAKE A COMPLETE REVIEW OF THE PLUMBING PLANS, SCHEDULES, AND DETAILS PRIOR TO INSTALLATION
<br />OF THE PLUMBING SYSTEM, AND REVIEW ANY CONFLICTS THAT ARE NOTED WITH THE ENGINEER
<br />4. VISIT THE PROJECT SITE PRIOR TO BIDDING AND BE FAMILIAR WITH THE EXISTING CONDITIONS
<br />5. REFER TO THE ARCHITECTURAL PLANS FOR ALL FLOOR PLAN DIMENSIONS - DO NOT SCALE THESE PLANS
<br />6. ENSURE THAT ITEMS TO BE FURNISHED UNDER THIS CONTRACT WILL FIT THE SPACE AVAILABLE - MAKE
<br />NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR
<br />CONNECTIONS AND SERVICE CLEARANCE REQUIREMENTS, AND FURNISH AND INSTALL SUCH SIZES AND
<br />SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT AND MEANING OF THE DRAWINGS AND
<br />SPECIFICATIONS
<br />7. COORDINATE WITH ALL PRIME AND/OR SUBCONTRACTORS THE INSTALLATION OF FIXTURES AND
<br />EQUIPMENT UNDER THIS CONTRACT, PRIOR TO THE INSTALLATION, IN ORDER TO AVOID CONFLICT WITH
<br />OTHER TRADES - IF AN ALTERNATE METHOD OF INSTALLATION IS REQUIRED, IT SHALL BE COORDINATED
<br />WITH THE ENGINEER OR ARCHITECT PRIOR TO START OF WORK
<br />8. PROVIDE AND INSTALL ALL PLUMBING SUPPORT DEVICES - ALL LOCATIONS SHALL BE COORDINATED WITH
<br />THE GENERAL CONTRACTOR AND OTHER PRIME CONTRACTORS AND/OR SUBCONTRACTORS PRIOR TO
<br />INSTALLATION
<br />9. PROVIDE ALL OPENINGS IN WALLS AND FLOORS UNLESS NOTED OTHERWISE - VERIFY LOCATION AND SIZE
<br />OF ALL OPENINGS REQUIRED UNDER THIS CONTRACT WITH THE GENERAL CONTRACTOR
<br />10. SEAL ALL PENETRATIONS OF FIRE RATED WALLS USING THE UL METHODS DETAILED IN THESE DRAWINGS
<br />11. INSTALL INSULATED WATER PIPING IN EXTERIOR WALLS ON THE INTERIOR SIDE OF THE WALL INSULATION -
<br />SEE SPECIFICATIONS FOR SIZE AND TYPE INSULATION TO BE USED
<br />12. THE USE OF FLEXIBLE RUBBER COUPLINGS IS PROHIBITED - REFER TO PROJECT SPECIFICATIONS FOR
<br />ACCEPTABLE TYPE 304 STAINLESS STEEL JACKETED CLAMPS
<br />13. INSTALL FLOOR DRAIN STRAINERS AND CLEANOUT TOPS FLUSH WITH THE FINISHED FLOOR ELEVATION - A
<br />RAISED OR LOWERED STRAINER OR CLEANOUT TOP WILL NOT BE ACCEPTABLE
<br />14. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW FOR EASY REMOVAL IN THE
<br />FUTURE
<br />15. PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE CAULKING COMPOUND WHERE THE
<br />FIXTURE MEETS THE WALL, COUNTERTOP, OR FLOOR UNLESS OTHERWISE NOTED
<br />16. PROVIDE CHROME ESCUTCHEON RINGS AT CEILING AND WALL PIPE PENETRATIONS AT ALL EXPOSED TO
<br />VIEW PIPING
<br />17. WHERE VALVES ON WATER LINES ARE LOCATED ABOVE CEILING, LOCATE THEM 8" ABOVE CEILING
<br />18. IN ADDITION TO THE LOCATIONS REQUIRED IN THESE DRAWINGS, LEAD-FREE, TWO-PIECE, FULL-PORT
<br />BRONZE BALL VALVES/SHUTOFFS SHALL BE PROVIDED AS REQUIRED BY THE LATEST CURRENT VERSION
<br />OF THE NC PLUMBING CODE SECTION 606
<br />19. EXISTING PIPING LOCATIONS AND CONNECTIONS HAVE BEEN PRODUCED FROM BEST AVAILABLE
<br />INFORMATION - VERIFY THESE LOCATIONS IN THE FIELD - SHOULD A DIFFERENT METHOD OF PIPING BE
<br />REQUIRED THAN THAT SHOWN ON THESE PLANS, NOTIFY ENGINEER AND COORDINATE WITH ENGINEER
<br />THE PROPOSED CONFIGURATION
<br />20. COORDINATE ALL SHUT-DOWN TIMES OF THE EXISTING WATER AND WASTE PIPING WITH THE OWNER
<br />PRIOR TO THE INSTALLATION OF ANY NEW PIPING
<br />21. PROVIDE THE CUTTING AND PATCHING OF EXISTING FLOORS, WALLS, CEILINGS, AND ROOFING WHERE
<br />NEW FIXTURES ARE ADDED OR EXISTING FIXTURES ARE REMOVED - GENERAL CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PAINTING AND FLOOR FINISHES
<br />22. CLEAN OUT, TEST, AND REPAIR ALL EXISTING WASTE AND VENT, STORM, AND WATER PIPING TO BE
<br />REUSED - REPAIR AND/OR REPLACE ALL DAMAGED OR REMOVED INSULATION FOR COMPLETE COVERAGE
<br />23. WHERE PIPING IS TO BE INSTALLED BENEATH EXISTING CONCRETE SLAB ON GRADE FLOORS, SAW CUT
<br />THE FLOOR TO 1/2" DEEP BEFORE BREAKAGE TO AVOID IRREGULAR CUT LINES, EXCAVATE EARTH
<br />MATERIALS, INSTALL PIPING, BACKFILL, AND COMPACT BACKFILL MATERIAL IN PREPARATION FOR
<br />GENERAL CONTRACTOR TO PLACE CONCRETE PATCHING
<br />24. ANY ITEM REMOVED FROM THE BUILDING DURING DEMOLITION SHALL REMAIN THE PROPERTY OF THE
<br />OWNER AND SHALL BE TURNED OVER TO THE OWNER FOR DISPOSAL - CARE SHALL BE TAKEN IN THE
<br />REMOVAL OF ITEMS TO MINIMIZE DAMAGE - ANY ITEM NOT WANTED BY THE OWNER SHALL BECOME THE
<br />PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PREMISES
<br />25. ALL WATER PIPING SHALL BE LOCATED A MINIMUM OF 10' FROM ELECTRICAL SWITCHBOARDS AND/OR
<br />ELECTRICAL PANELS (WCPSS)
<br />26. ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN SUCH A MANNER AS TO COMPLETELY PREVENT THE
<br />POSSIBILITY OF CROSS CONNECTIONS BETWEEN SAFE AND UNSAFE SUPPLIES OR BACK SIPHONAGE.
<br />DESCRIPTIONSYMBOL
<br />COLD WATER PIPING
<br />110°F HOT WATER PIPING
<br />PIPE TURNS UP
<br />PIPE TURNS DOWN
<br />CLEANOUT AT WALL OR IN CEILING
<br />CLEANOUT AT FINISHED FLOOR/FINISHED GRADE
<br />WASTE PIPING
<br />110
<br />CENTERLINE
<br />RIGHT OF WAYROW
<br />CL
<br />FORCE MAIN PIPINGFM
<br />WASTE PIPING IN TRENCH IN FLOOR
<br />POINT OF CONNECTION
<br />VTR VENT THROUGH ROOF
<br />BELOW FINISH FLOOR
<br />ABOVE FINISH FLOOR
<br />FINISH FLOOR ELEVATIONFFE
<br />BFF
<br />AFF
<br />ENDPOINT OF DEMOLITION
<br />INV INVERT OF PIPING
<br />AFG ABOVE FINISH GRADE
<br />VIF VERIFY IN FIELD
<br />EXISTING(E)
<br />NEW(N)
<br />STAINLESS STEELST STL
<br />BALL VALVE
<br />UNLESS OTHERWISE NOTED / UNLESS NOTED OTHERWISEUON / UNO
<br />SYMBOL LEGEND
<br />VENT PIPING
<br />PLUMBING CONNECTION SCHEDULE
<br />WASTE COLD WATER HOT WATER
<br />SINK 2" 1/2" 1/2"
<br />SHEET INDEX - PLUMBING
<br />Sheet Number Sheet Name
<br />P0-00 LEAD SHEET
<br />P1-01 FIRST FLOOR PLAN
<br />T 919 781 8582
<br />F 919 781 3979
<br />4600 Lake Boone Trail
<br />Suite 205
<br />Raleigh, NC 27607
<br />info@smithsinnett.com
<br />DRAWN BY:
<br />CHECKED BY:
<br />DESCRIPTIONDATEIDThis drawing and the design shown is the property of Smith Sinnett Architecture, P.A. the reproduction or use of this property without the written consent of the Architect is prohibited. Any infringement of the ownership rights will be subject to legal action. All copies of this drawing must be returned to the Architect at the completion of the contract.Smith Sinnett Architecture, P.A. 2020THIS DRAWING IS FORMATTED TO BE PRINTED ON A 24" X 36" SHEETPDC #20033
<br />C:\Users\chris.pdc\Documents\20033_OCC Europa_MEP_Central_Model_chrishoo.rvt5/20/2020 3:17:02 PMP0-00
<br />LEAD SHEET
<br />2020045 21 MAY 2020CONSTRUCTION DOCUMENTSWSM
<br />MJSORANGE COUNTY, NCDSS SKILLS DEVELOPMENT CENTER100 Europa Dr Ste 190, Chapel Hill, NC 27517PLUMBING FIXTURE SCHEDULE
<br />TAG TYPE MAKE MODEL DESCRIPTION REMARKS
<br />S-1 SINGLE COMPARTMENT ACCESSIBLE JUST SL-ADA-1921-A-GR 18 GAUGE, TYPE 304 STAINLESS STEEL SELF-RIMMING, SATIN FINISH,
<br />FULLY COATED UNDERSIDE SOUND DEADENED, 19" X 21" X 4 1/2" WITH
<br />14" x 18" BOWL, 2 -HOLE PUNCHED, 4" CENTERS, CENTER BACK
<br />OUTLET, CHICAGO FAUCETS MODEL NO. 895-317FCABCP CAST BRASS
<br />FAUCET, 3-1/2" FLOW CONTROL RIGID / SWING GOOSENECK SPOUT, 4"
<br />WRIST BLADE HANDLES, QUATURN COMPRESSION CARTRIDGES, 1.5
<br />GPM LAMINAR FLOW CONTROL INSERT IN SPOUT, PROVIDE McGUIRE
<br />CRUMP CUP STRAINER, McGUIRE 8902C P-TRAP, SUPPLIES SHALL BE
<br />COMPATIBLE WITH TAILPIECE ON FAUCET, PROVDE McGUIRE
<br />PLUMBEREX HANDY-SHEILD COVERS ON TRAP AND SUPPLIES.
<br />05/20/2020
<br />DocuSign Envelope ID: ECCAC5A0-6CC8-4B37-8AD3-89D69F0AE1AE
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