ROBERTSDALE, ALABAMA · robertsdale, alabama new 911 ecd building baldwin county for 1501-gv...
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” ” ” ROBERTSDALE, ALABAMA NEW 911 ECD BUILDING BALDWIN COUNTY FOR 1501-GV 09-12-2016 5b DRAWN REVISED REVISED DATE CHECK SHEET TITLE OF SEQUENCE NO. JOB NO. ADVANCED SET - NOT FOR CONSTRUCTION NEW E-911 FACILITY FOR THE CITY OF ROBERTSDALE, BALDWIN COUNTY, AL 1501-GV HHB Engineers, P.C. LEGEND, ABBREVIATIONS, AND DETAILS LH WDS P0.1
Transcript of ROBERTSDALE, ALABAMA · robertsdale, alabama new 911 ecd building baldwin county for 1501-gv...
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ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
LEGEND,ABBREVIATIONS, ANDDETAILS
LH
WDS
P0.1
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REGULATOR
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REG.
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EXIST.
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EXISTING
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EXTENT OF DEMOLITION
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CONNECT NEW TO EXISTING
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* 4" SIZE UNLESS OTHER WISE NOTED ON DWG'S..
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PIPE PENETRATION
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SD
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SHOWER DRAIN, 3"
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MD
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MECH ROOM DRAIN*
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AD
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AREA DRAIN*
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U & D
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UP AND DOWN
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RAIN WATER CONDUCTOR
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RWC
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DOWNSPOUT NOZZLE
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DSN
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E.L.
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EXPANSION LOOP
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EMERGENCY ROOF DRAIN
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ED
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ROOF DRAIN*
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RD
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CHECK VALVE
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BALL VALVE
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%%uPLUMBING LEGEND
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WASTE PIPING
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VENT PIPING
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DOMESTIC COLD WATER PIPING
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DOMESTIC HOT WATER PIPING
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DOMESTIC HOT WATER RECIRC. PIPING
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FLOW CONTROL VALVE, 1.0 GPM
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FCO
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CLEANOUT, FLOOR
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WCO
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CLEANOUT, WALL
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GCO
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CLEANOUT, GRADE
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CLEANOUT
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FLOOR DRAIN*
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F.D.
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FLOOR SINK
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F.S.
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VENT THROUGH THE ROOF
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VTR
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HOSE BIBB
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HB
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NATURAL GAS FUEL PIPING
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G
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PIPE REDUCER/INCREASER
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"#"
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TRAP PRIMER
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TP
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GATE VALVE
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FLOOR DRAIN
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EXISTING TO BE REMOVED
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BELOW FLOOR
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GATE AND CHECK VALVE IN GRADE VALVE BOX
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WATER HEATER
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BF
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WHR
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%%uABBREVIATIONS
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RT
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RUNNING TRAP
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RAIN WATER LEADER
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RWL
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MAKE UP WATER
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MU
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PUWH
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POINT-OF-USE WATER HEATER
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UNDERGROUND
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U.G.
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GREASE WASTE SANITARY DRAINAGE
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GW
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COMMERCIAL WATER HAMMER
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ARRESTOR "PDI SIZE"
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HVAC CONDENSATION DRAIN PIPING
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D
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WH
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WALL HYDRANT
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RPZ
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REDUCED PRESSURE ZONE CONTROL VALVE
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HD
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HUB DRAIN
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INSTANTANEOUS WATER HEATER
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IWH
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CFH
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CUBIC FEET PER HOUR
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CIRCULATING PUMP
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CP
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SP
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SUMP PUMP
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WST
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WATER STORAGE TANK
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GAS METER
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RUNNING TRAP
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RA
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P5.01A
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SHEET REFERENCE
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BACKFLOW PREVENTER
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BFP
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EXISTING TO REMAIN
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DOMESTIC HOT WATER PIPING HEAT TRACED
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PLUMBING GENERAL NOTES: 1. SLOPES & INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE ANY PIPE IS SLOPES & INVERT ELEVATIONS SHALL BE ESTABLISHED BEFORE ANY PIPE IS INSTALLED IN ORDER TO MAINTAIN PROPER SLOPES. ANY DISCREPANCIES SHALL BE REPORTED THE GENERAL CONTRACTOR. ALL PIPING SHALL BE LOCATED & DETERMINED WHEN TO BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES. 2. PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 3. KEEP ALL BURIED PIPING CLEAR OF FOOTINGS. COORD. W/STRUCTURAL. KEEP ALL BURIED PIPING CLEAR OF FOOTINGS. COORD. W/STRUCTURAL. 4. ALL WALL CLEANOUTS SHALL BE PROVIDED WITH WALL COVERS, MOUNT IN ALL WALL CLEANOUTS SHALL BE PROVIDED WITH WALL COVERS, MOUNT IN UNOBTRUSIVE LOCATION WHILE MAINTAINING ACCESSIBILITY. ALL FLOOR CLEANOUTS SHOWN SHALL BE SET FLUSH WITH FLOOR AREAS OR FINISHED GRADE. 5. CONTRACTOR SHALL COORDINATE LOCATION OF PIPING AND DRAINS WITH CONTRACTOR SHALL COORDINATE LOCATION OF PIPING AND DRAINS WITH ALL MECHANICAL & ELECTRICAL EQUIPMENT. NO PIPING SHALL BE INSTALLED ABOVE ELECTRICAL, COMMUNICATIONS, OR DATA EQUIPMENT OR PANELS. COMPLY WITH ARCHITECTURAL PLANS FOR EXACT LOCATION OF PLUMBING FIXTURES, COMPLIANCE TO ADA CLEARANCES, AND FINISHES. 6. CONTRACTOR SHALL PROVIDE REQUIRED WATER, WASTE, & VENT PIPING, CONTRACTOR SHALL PROVIDE REQUIRED WATER, WASTE, & VENT PIPING, FITTINGS & INSULATION, & MAKE FINAL CONNECTIONS TO EQUIPMENT. THESE PLANS ARE SCHEMATIC & DIAGRAMMATIC ONLY. THEY DO NOT SHOW ALL REQUIRED BENDS, OFFSETS, VALVES, AND MISCELLANEOUS FITTINGS FOR A COMPLETE INSTALLATION. ALL PIPING EQUIPMENT, AND CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS, LOCAL CODES AND ORDINANCES, AND MANUFACTURER'S INSTRUCTIONS. 7. SANITARY SEWER PIPING SHALL BE INSTALLED TO PROVIDE A MINIMUM SANITARY SEWER PIPING SHALL BE INSTALLED TO PROVIDE A MINIMUM SLOPE OF 1.25%. WASTE PIPING 3” & SMALLER SHALL BE INSTALLED TO & SMALLER SHALL BE INSTALLED TO PROVIDE A MINIMUM SLOPE OF 2.5%. 8. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS, FIXTURE LOCATIONS, ROOM NAMES, & NUMBERS. 9. EXTENSION OF EQUIPMENT DRAINS TO FLOOR DRAINS, FLOOR SINKS AND EXTENSION OF EQUIPMENT DRAINS TO FLOOR DRAINS, FLOOR SINKS AND OPEN SITE DRAINS SHALL BE PROVIDED BY EQUIPMENT CONTRACTOR. 10. WHERE POSSIBLE INSTALL SHUT-OFF VALVES AND EQUIPMENT REQUIRING WHERE POSSIBLE INSTALL SHUT-OFF VALVES AND EQUIPMENT REQUIRING MAINTENANCE, CLEANING & ADJUSTMENT ABOVE ACCESSIBLE CEILINGS OR IN SERVICE AREAS SUCH AS JANITOR'S CLOSETS. IN OTHER LOCATIONS, PROVIDE ACCESS PANELS IN INCONSPICUOUS LOCATIONS, FINISH TO MATCH ARCHITECTURAL. 11. ALL HOSE BIBBS, WALL HYDRANTS, & VALVES W/THREADED HOSE ALL HOSE BIBBS, WALL HYDRANTS, & VALVES W/THREADED HOSE CONNECTIONS SHALL BE EQUIPPED W/VACUUM BREAKER. 12. WHERE CONNECTING TO A UTILITY OR SERVICE, VERIFY LOCATION, SIZES, WHERE CONNECTING TO A UTILITY OR SERVICE, VERIFY LOCATION, SIZES, MATERIALS, FLUID BEING HANDLED, & INVERTS OF ALL EXISTING UTILITIES & CONFIRM THAT NEW PIPES BEING ROUTED TO EXISTING UTILITIES CAN BE INSTALLED CONFORMING TO CODE & AS SHOWN. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO PURCHASING ANY MATERIALS OR PERFORMING ANY WORK OR EXTENSION OF CONNECTION, WITH THE EXCEPTION OF EXCAVATION OR OTHER WORK TO PROVIDE ACCESS TO THE CONCEALED UTILITY. 13. PROVIDE INSULATION, PIPE IDENTIFICATION AND OTHER REQUIREMENTS AS PROVIDE INSULATION, PIPE IDENTIFICATION AND OTHER REQUIREMENTS AS LISTED IN SPECIFICATIONS. 14. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES. 15. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES. 16. WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR WALLS SHALL BE WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. 17. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR, UNLESS NOTED OTHERWISE. 18. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0” FROM LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0” FROM FROM ACCESS PANELS, CEILING TILES, OR OTHER POINT OF ACCESS. 19. PROVIDE WATER HAMMER ARRESTORS SIZED PER PDI SPECIFICATIONS ON PROVIDE WATER HAMMER ARRESTORS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING FLUSH VALVE FIXTURES, WASHING MACHINES SUPPLIES, PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES. 20. PROVIDE A MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION PROVIDE A MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS. 21. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. 22. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR AFTER OWNER'S FINAL ACCEPTANCE. 23. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE-RATED ASSEMBLIES SHALL ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE-RATED ASSEMBLIES SHALL BE FIRE-STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/STRAP OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATION, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. 24. ALL WATER CLOSET FLUSH VALVE LEVERS SHALL BE LOCATED ON THE ALL WATER CLOSET FLUSH VALVE LEVERS SHALL BE LOCATED ON THE APPROACH SIDE OF THE WATER CLOSET. 25. ALL VENTS THROUGH ROOF OR WALL SHALL BE LOCATED A MINIMUM ALL VENTS THROUGH ROOF OR WALL SHALL BE LOCATED A MINIMUM OF 10'-0” FROM ANY OUTSIDE AIR INTAKE. VENTS THROUGH WALL SHALL FROM ANY OUTSIDE AIR INTAKE. VENTS THROUGH WALL SHALL BE MINIMUM 10'-0" ABOVE GRADE. 26. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSTALLED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS.
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FILTERED DOMESTIC COLD WATER PIPING
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FLT
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DETAIL, SECTION, AND TITLE DESIGNATION
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SECTION TITLE OR STANDARD DETAIL NUMBER
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SHEET ON WHICH SECTION OR DETAIL IS DRAWN
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SECTION OR DETAIL NUMBER
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SHEET ON WHICH SECTION OR DETAIL IS DRAWN
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SHEET(S) ON WHICH SECTION OR DETAIL IS REFERENCED
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SECTION OR ELEVATION NUMBER
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DETAIL NUMBER
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SHEET ON WHICH SECTION IS DRAWN
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SHEET ON WHICH DETAIL IS DRAWN
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P0.1 LEGEND, ABBREVIATIONS, AND DETAILS
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Keith Nichols
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9/29/2016 3:32 PM
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PRATTVILLE, AL 334/358-2707
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CONSULTING ENGINEERS
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ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
SCHEDULES ANDDETAILS
LH
WDS
P0.2
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ASSE 1070 TEMPERATURE LIMITING DEVICE, SET AT 110°F
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CW SUPPLY TO FIXTURE FAUCET
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CW ANGLE SUPPLY W/STOP
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HW ANGLE SUPPLY W/STOP
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P0.2
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A
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NOT TO SCALE
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TYPICAL HAND SINK/LAVATORY PIPING DETAIL
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WASTE STACK
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CLEANOUT
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WALL ACCESS COVER
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FINISHED WALL
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P0.2
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B
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NOT TO SCALE
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TYPICAL WALL CLEANOUT
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P0.2 SCHEDULES AND DETAILS
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Keith Nichols
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9/29/2016 3:32 PM
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PRATTVILLE, AL 334/358-2707
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CONSULTING ENGINEERS
PHJ
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54
PHJ
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105
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
PLUMBING DETAILSLH
WDS
P0.3
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COLD WATER SUPPLY
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NEEDLE VALVE CONTROL
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INTEGRAL AIR GAP
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PRIMER LINE
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DISTRIBUTOR WHERE MORE THAN ONE DRAIN IS PRIMED
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SUPPLY LINES TO FLOOR DRAIN TRAPS
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TRAP PRIMER
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P0.3
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C
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NOT TO SCALE
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TRAP PRIMER DETAIL
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HEAVY DUTY CAST IRON/PVC TRANSITIONAL COUPLING
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PVC WASTE PIPE
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FINISHED FLOOR
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FINISHED FLOOR
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GROUT BED (IF ENCOUNTERED)
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CONCRETE FLOOR/SLAB
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CAST IRON FLOOR DRAIN
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HEAVY DUTY NO-HUB CLAMP
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TRAP PRIMER PIPING
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CAST IRON DEEP-SEAL P-TRAP
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P0.3
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F
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NOT TO SCALE
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FLOOR DRAIN DETAIL
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125%%DF
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FD
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WHR-1
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CP-1
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VACUUM BREAKER
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HWR
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TXV-1, ASSE 1017 WATER TEMPERING/MIXING VALVE, WITH UNION CONNECTIONS, SEE SCHEDULE
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TYPICAL THERMOMETER, 0-150°FRANGE
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TYPICAL BALL VALVE
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TYPICAL DIELECTRIC UNION
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ASME T&P RELIEF VALVE W/FULL SIZE RELIEF PIPING TO DISCHARGE INTO FLOOR DRAIN WITH AIR GAP
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STORE WATER AT 140°F
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2" DEEP STAINLESS STEEL SAFE PAN
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UNION, DIELECTRIC WHERE DISSIMILAR METALS ARE JOINED
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P0.3
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A
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NOT TO SCALE
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WATER HEATER CONNECTION DETAIL (WHR-1)
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EXPANSION TANK EQUAL TO AMTROL ST-12-C, 6.4 GALLON TANK VOLUME, MAX. ACCEPTANCE VOLUME OF 3.2 GALLONS, ASME RATED
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O
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H
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A
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BLOW-OFF VALVE
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STRAINER
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CONTROL WIRING
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ADJUSTABLE TEMPERATURE CONTROLLER WITH STRAP-ON PIPE MOUNTED SENSOR
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STRAP-ON AQUASTAT
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GATE VALVE (TYP.)
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PUMP STARTER
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POWER SUPPLY
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DISCONNECT SWITCH
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PRESSURE TAPS (TYP.). CONNECT TO GAGE WITH SNUBBER, MANIFOLD, AND COCKS (SEE F/M6).
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THERMOMETER
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REDUCER/INCREASER (TYP.)
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NOTE: SEE DRAWINGS FOR PUMP ORIENTATION(S)
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NON-SLAM CHECK VALVE
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FD
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VACUUM BREAKER
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TYPICAL THERMOMETER, 0-150°FRANGE
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TYPICAL BALL VALVE
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TYPICAL DIELECTRIC UNION
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ASME T&P RELIEF VALVE W/FULL SIZE RELIEF PIPING TO DISCHARGE INTO FLOOR DRAIN WITH AIR GAP
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STORE WATER AT 140°F
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2" DEEP STAINLESS STEEL SAFE PAN
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UNION, DIELECTRIC WHERE DISSIMILAR METALS ARE JOINED
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P0.3
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B
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NOT TO SCALE
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WATER HEATER CONNECTION DETAIL (WHR-2, WHR-3)
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EXPANSION TANK EQUAL TO AMTROL ST-12-C, 6.4 GALLON TANK VOLUME, MAX. ACCEPTANCE VOLUME OF 3.2 GALLONS, ASME RATED
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P0.3
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D
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NOT TO SCALE
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IN-LINE RE-CIRCULATING PUMP DETAIL (CP-1)
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*NOTE:PROVIDE 7-DAY PROGAMMABLE PROVIDE 7-DAY PROGAMMABLE TIMECLOCK FOR WHR OPERATION SCHEDULING.
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*NOTE:PROVIDE 7-DAY PROGAMMABLE PROVIDE 7-DAY PROGAMMABLE TIMECLOCK FOR WHR OPERATION SCHEDULING.
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P0.3 PLUMBING DETAILS
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Keith Nichols
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9/29/2016 3:32 PM
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PRATTVILLE, AL 334/358-2707
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CONSULTING ENGINEERS
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NOTE:GREASE TRAP MATERIAL - CONCRETE. GREASE TRAP MATERIAL - CONCRETE. CAN BE TOP AND BOTTOM HALF SECTION WITH KEY JOINT OR A FULL VAULT SECTION OF CAST CONCRETE
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MASTIC
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SOLIDS
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SOLIDS
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NO MORE THAN 10" BELOW WATER LEVEL OR ABOUT HALF THE LIQUID
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4" OR 6" PVC THROUGH BAFFLE THEN INVERT 'T', OR 2 TO 3 OPENINGS CAST IN BAFFLE
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SAMPLING VAULT FLOOR CAST TO PREVENT POOLED WATER
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DISCHARGE TO SANITARY SEWER
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FALL @ 1.5' FOR SAMPLE COLLECTION
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FLOW INTO GREASE TRAP
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SEE ATTACHMENT
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DIVERSION (SIDE VIEW)
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REGULAR MANHOLE COVERS, FLUSH WITH GRADE. PROVIDE RISERS AS REQUIRED.
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FLOATING GREASE
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FLOATING GREASE
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P0.3
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E
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NOT TO SCALE
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GREASE TRAP DETAIL
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GEN GENGEN
#1
GEN
#2
2454
2454
2454
2454
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
PCS
WDSFLOOR PLAN -PLUMBING -PRESSURE
P2.1
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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OPEN STORAGE
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MEETING
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105
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VESTIBULE
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136
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TOILET
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137
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DISPATCH
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133
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COORDINATOR
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138
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MISC.
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STORAGE
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139
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BREAK
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140
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OPERATIONS
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MANAGER
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134
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SERVER
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135
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IT OFFICE
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132
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TOILET/SHOWER
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141
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MAPPING/GIS
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142
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FINANCIAL
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147
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LOBBY
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ASST. TRAINING
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DINING
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KITCHEN
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MECHANICAL
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FLOOR PLAN - PLUMBING - PRESSURE
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N
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P2.1 FLOOR PLAN - PLUMBING - PRESSURE
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Wesley Sherer
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9/29/2016 4:06 PM
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PRATTVILLE, AL 334/358-2707
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CONSULTING ENGINEERS
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SCALE:1/8" = 1'-0"
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8'
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0
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4'
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KEYED NOTES ROUTE 3/4" U.G. WATER LINE TO GRADE VALVE BOX WITH GATE AND DOUBLE CHECK VALVES. REFER TO ARCH. FOR CONTINUATION TO FOUNTAIN.
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1
PHJ
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56
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GEN GENGEN
#1
GEN
#2
2454
2454
2454
2454
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
FLOOR PLAN -PLUMBING - NON -PRESSURE
P2.2WDS
PCS
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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MEETING
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VESTIBULE
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TOILET
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DISPATCH
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COORDINATOR
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MISC.
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BREAK
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OPERATIONS
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MANAGER
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SERVER
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IT OFFICE
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MAPPING/GIS
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CONFERENCE
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ROOM
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DIRECTOR
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TOILET/SHWR.
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101C
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WOMEN
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101B
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LOBBY
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101
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ASST. TRAINING
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COORDINATOR
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103
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TRAINING
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WORKROOM
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TRAINING
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107
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ADDRESSING
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150
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ADMIN
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151
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JANITOR
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124
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129
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CORRIDOR
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MEN
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128
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BREAK
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ROOM
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125
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DINING
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123
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KITCHEN
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122
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MECHANICAL
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ROOM
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EXERCISE
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LAUNDRY
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LINENS
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CORRIDOR
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PANTRY
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PROTECTED
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MECH YARD
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116
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VESTIBULE
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CORRIDOR
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108
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ADMIN
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OFFICE
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143
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ADMIN
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OFFICE
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ADMIN
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RECEPTION
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COVERED
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OUTDOOR AREA
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126
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DELIVERY
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115
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COVERED ENTRY
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100
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SWITCH
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155
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LOCKERS
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ADA BUNK
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CLOSET
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147B
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BUNK ROOM
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IT OFFICE
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FILE STORAGE
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GW
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GW
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GW
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N
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1
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1/8" = 1'-0"
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FLOOR PLAN - PLUMBING - NON - PRESSURE
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GCO
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SEE CIVIL FOR CONTINUATION
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1000 GALLON GREASE TRAP, REFER TO DETAIL E/P0.3P0.3
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5
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4" FD-M
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2"VTR
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P2.2 FLOOR PLAN - PLUMBING - NON - PRESSURE
AutoCAD SHX Text
Wesley Sherer
AutoCAD SHX Text
9/29/2016 4:10 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
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SCALE:1/8" = 1'-0"
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8'
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0
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16'
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4'
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57
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2454
2454
2454
2454
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
LARGE SCALE PLANS- PLUMBING -PRESSURE
P3.1WDS
PCS
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P-4
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P-7
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P-7
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P-1A
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P-10
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1
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - PRESSURE (A)
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P-12
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TP
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K-135
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P-9
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P-12
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IT OFFICE
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REFRIG
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P-6
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P-5
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K-122
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P2.1
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2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - PRESSURE (B)
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P-3
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P-3
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P-2
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TP
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P-3
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K-115
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K-118
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K-115
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P-11
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P-6A
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WH
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K-108
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JANITOR
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124
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KITCHEN
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MECHANICAL
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K-100
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TOILET
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3
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ENLARGED PLUMBING PLAN - PRESSURE (C)
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TOILET/SHWR.
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147A
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MEN
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101C
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WOMEN
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101B
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MECHANICAL
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CLOSET
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101A
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1
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CP
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WH
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TP
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TP
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102
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103
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OFFICE
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102
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101
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TOILET
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103
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P2.1
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5
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - PRESSURE(E)
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P-3A
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P-1A
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MAIN WATER SHUT-OFF BALL VALVE
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SEE CIVIL FOR CONTINUATION
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WH
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3
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WHR
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P-13
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ROUTE RELIEF AND AUXILARY DRAIN PIPING FOR WHR-3 THROUGH WALL AND TURN DOWN TO SPILL ON SLAB. SLEEVE AND SEAL PENETRATIONS WATER-TIGHT.
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P3.1 LARGE SCALE PLANS - PLUMBING - PRESSURE
AutoCAD SHX Text
Keith Nichols
AutoCAD SHX Text
9/29/2016 3:33 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
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SCALE:1/4" = 1'-0"
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4'
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0
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8'
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2'
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2454
2454
2454
2454
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
LARGE SCALE PLANS- PLUMBING - NON -PRESSURE
P3.2
PCS
WDS
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IT OFFICE
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132
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TOILET/SHOWER
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141
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WOMEN
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129
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CORRIDOR
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127
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MEN
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128
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LOCKERS
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130
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IT OFFICE
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131
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FILE STORAGE
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152
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VENDING N.I.C.
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VENDING N.I.C.
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REFRIG
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P-4
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P-9
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P-7
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P-7
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P-1A
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P-1A
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P-1
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P-2
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P-3
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P-3
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P-3
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P-7
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P-1A
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P-5
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P-9
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P-10
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P-10
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P2.2
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1
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P3.2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - NON - PRESSURE (A)
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3" FD-R
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3" FD-R
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3" FD-R
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3" FD-R
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3" FD-R
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K-109
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2"VTR
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JANITOR
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124
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KITCHEN
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122
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MECHANICAL
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ROOM
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121
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EXERCISE
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119
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LAUNDRY
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LINENS
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120
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CORRIDOR
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109
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PANTRY
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122A
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PROTECTED
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MEN
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117
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WOMEN
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118
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GW
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GW
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GW
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GW
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P-6
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P-5
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WCO
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P-5
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P-6A
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K-109
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P-11
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P2.2
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2
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P3.2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - NON - PRESSURE (B)
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K-100
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3" FD
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3" FD
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K-109
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K-109
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K-109
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GCO
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4" FD-M
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3"FD-R
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P-1A
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P-1
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P-3
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P-3
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P-8
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P-7
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P-7
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3"FD-R
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3"FD-R
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3"FD-R
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3"FD-R
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P-3
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P-3
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P-2
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P-1A
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GW
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GW
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GW
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GW
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3"VTR
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TOILET
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137
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CONFERENCE
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P-3
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P-1A
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P2.2
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3
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P3.2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - NON - PRESSURE (C)
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TOILET/SHWR.
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147A
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MEN
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101C
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WOMEN
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101B
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MECHANICAL
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CLOSET
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101A
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P-3
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P-3
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P-1A
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P-8
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P2.2
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4
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P3.2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - NON - PRESSURE (D)
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P-3
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P-7
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3" FD-R
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P-1A
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P-1A
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3" FD-R
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3" FD-R
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4" FD-M
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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OFFICE
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102
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STORAGE/WORK ROOM
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101
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TOILET
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103
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P2.2
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5
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P3.2
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1/4" = 1'-0"
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ENLARGED PLUMBING PLAN - NON - PRESSURE (E)
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WCO
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P-1A
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P-3A
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GCO
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SEE CIVIL FOR CONTINUATION
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P-13
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3
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WHR
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P3.2 LARGE SCALE PLANS - PLUMBING - NON - PRESSURE
AutoCAD SHX Text
Keith Nichols
AutoCAD SHX Text
9/29/2016 3:34 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
SCALE:1/4" = 1'-0"
AutoCAD SHX Text
4'
AutoCAD SHX Text
0
AutoCAD SHX Text
8'
AutoCAD SHX Text
2'
PHJ
Text Box
59
PHJ
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105
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
PLUMBING RISERDIAGRAM - PRESSURE
LH
WDS
P4.1A
AutoCAD SHX Text
SLAB
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WH
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P-1A
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P-3
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P-5
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P-10
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P-5
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P-4
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P-7
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P-7
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P-3
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P-1A
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P-8
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P-1A
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P-3
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P-3
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P-1A
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P-7
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P-5
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P-6
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P-1
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P-2
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P-1A
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P-1A
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P-3
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P-3
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P-3
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SEE SHEET P4.1B FOR CONTINUATION
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P4.1A
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1
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NOT TO SCALE
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PLUMBING RISER DIAGRAM - PRESSURE
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1
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WHR
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WH
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P-9
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K-135
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P-10
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P-12
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"B"
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"B"
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FLT
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TP
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FLT
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FLT
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P-12
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P-10
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FLT
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P-12
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TP
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"A"
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SEE CIVIL FOR CONTINUATION
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1
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CP
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TP
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"A"
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TP
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"B"
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P-1A
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TP
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P-9
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P-7
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P-5
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"A"
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P-10
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P-12
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FLT
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FLT
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SLAB
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P4.1A PLUMBING RISER DIAGRAM - PRESSURE
AutoCAD SHX Text
Keith Nichols
AutoCAD SHX Text
9/29/2016 3:34 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
SHEET NOTES: 1. REFER TO PLUMBING FIXTURE SCHEDULE FOR PIPE REFER TO PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 2. PROVIDE PERMANENT ACCESS FOR ALL SERVICE PROVIDE PERMANENT ACCESS FOR ALL SERVICE VALVES, TRAP PRIMERS, AND WATER HAMMER ARRESTERS.
PHJ
Text Box
60
PHJ
Text Box
105
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
PLUMBING RISERDIAGRAM - PRESSURE
LH
WDS
P4.1B
AutoCAD SHX Text
P4.1B
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1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PLUMBING RISER DIAGRAM - PRESSURE
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P-5
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P-6A
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P-11
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WH
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WH
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SEE P4.1A FOR CONTINUATION
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P-3
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P-3
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P-3
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P-3
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2
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WHR
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1
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FLT
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K-118
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K-115
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K-122
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TP
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K-118
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K-115
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K-108
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P-8
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"A"
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P-1A
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FLT
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FLT
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"A"
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P-1
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TP
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P-7
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"A"
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P-1A
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"A"
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P-2
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P-7
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TP
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K-100
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WH
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P-13
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P-1A
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P-3A
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"A"
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SEE CIVIL FOR CONTINUATION
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MAIN SHUT-OFF BALL VALVE
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3
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WHR
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SLAB
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P4.1B
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2
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NOT TO SCALE
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PLUMBING RISER DIAGRAM-PRESSURE-MAINTENANCE SHOP
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P4.1B PLUMBING RISER DIAGRAM - PRESSURE
AutoCAD SHX Text
Keith Nichols
AutoCAD SHX Text
9/29/2016 3:34 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
SHEET NOTES: 1. REFER TO PLUMBING FIXTURE SCHEDULE FOR PIPE REFER TO PLUMBING FIXTURE SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. 2. PROVIDE PERMANENT ACCESS FOR ALL SERVICE PROVIDE PERMANENT ACCESS FOR ALL SERVICE VALVES, TRAP PRIMERS, AND WATER HAMMER ARRESTERS.
PHJ
Text Box
61
PHJ
Text Box
105
ROBERTSDALE, ALABAMA
NEW 911 ECD BUILDING
BALDWIN COUNTYFOR
1501-GV
09-12-2016
5b
DRAWN
REVISED
REVISED
DATE
CHECK
SHEET TITLE
OF
SEQUENCE NO.JOB NO.
ADVANCED SET - NOT FOR CONSTRUCTION
NEW
E-9
11 F
AC
ILIT
Y F
OR
TH
E C
ITY
OF
RO
BER
TSD
ALE
, BA
LDW
IN C
OU
NTY
, AL
1501
-GV
HHB Engineers, P.C.
PLUMBING RISERDIAGRAM -NON-PRESSURE
LH
WDS
P4.2
AutoCAD SHX Text
P4.2
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1
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
RISER DIAGRAM - PLUMBING - NON-PRESSURE
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3" FD-R
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3" FD-R
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P-7
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P-1A
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P-1A
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P-3
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P-3
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P-1
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3" FD-R
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3"FD-R
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4" FD-M
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P-8
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P-4
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P-7
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P-2
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3" FD-R
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P-5
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P-1A
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P-3
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P-7
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P-1A
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3" FD-R
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P-3
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P-3
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3" FD-R
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P-1A
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P-1A
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3" FD-R
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P-3
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P-3
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3" FD-R
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P-8
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WCO
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P-1A
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P-7
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P-5
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P-5
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P-6
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GCO
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4" FD-M
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k-109
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2" HUB DRAIN WITH TRAP SEAL
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2" HUB DRAIN WITH TRAP SEAL
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P-5
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P-3
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P-3
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SEE CIVIL FOR CONTINUATION
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P-3
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P-3
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P-1A
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P-2
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3"FD-R
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3"FD-R
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P-7
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P-7
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3"FD-R
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3"FD-R
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P-1
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P-1A
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WCO
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4"FD-M
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P-6A
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P-11
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3"FD-R
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P-5
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4" WASTE LINE FROM GREASE TRAP, SEE P2.2
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K-100
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K-109
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3"FD
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K-109
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K-109
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3"FD
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GW
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GW
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GCO
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K-109
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4" GREASE WASTE TO 1000 GALLON GREASE TRAP SEE P2.2
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2" VTR
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3" VTR
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2" VTR
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GCO
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3" VTR
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SEE CIVIL FOR CONTINUATION
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P-3A
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P-1A
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P-13
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P4.2
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2
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NOT TO SCALE
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RISER DIAGRAM-PLUMBING-NONPRESSURE-MAINTENANCE SHOP
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N:\2016jobs\216005\Drawings\MECH\BALDWIN COUNTY E911\Sheets\P4.2 PLUMBING RISER DIAGRAM - NON-PRESSURE
AutoCAD SHX Text
Keith Nichols
AutoCAD SHX Text
9/29/2016 3:34 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
SHEET NOTES: 1. REFER TO PLUMBING FIXTURE SCHEDULE FOR REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL FIXTURE WASTE AND VENT SIZES, UNLESS SIZES ARE OTHERWISE NOTED ON RISER DIAGRAM 2. COORDINATE VTR LOCATIONS WITH ARCHITECTURAL COORDINATE VTR LOCATIONS WITH ARCHITECTURAL DRAWINGS. VTR LOCATIONS SHALL BE A MINIMUM OF 3' FROM ANY ROOF RIDGE LINES OR CHANGES IN SLOPE.
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