HomeMy WebLinkAboutB17-0154_P0.1_1497477792.pdfPLUMBING GENERAL NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND UTILITIES, PIPE SIZES, LOCATIONS,
MATERIALS, ETC., BEFORE BID, STARTING WORK OR ORDERING MATERIALS AND INCLUDE MINOR ADJUSTMENTS TO
ADAPT DESIGN TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.
2. THE CONTRACTOR SHALL COORDINATE THE PLUMBING SYSTEMS INSTALLATIONS WITH WORK OF STRUCTURE,
HVAC, ELECTRICAL AND RELATED TRIM, ETC., TO PRECLUDE INTERFERENCE. ALL PLUMBING SHALL BE INSTALLED IN
A PROFESSIONAL, NEAT AND WORK MAN LIKE MANNER FOR COMMERCIAL CONSTRUCTION.
3. THE CONTRACTOR SHALL PROVIDE ALL INTERCONNECTING PIPING REQUIRED AND ALL (WATER, WASTE, VENT)
FINAL CONNECTIONS FOR FIXTURE AND EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS
FOR ADDITIONAL INFORMATION AND IDENTIFICATION OF ADDITIONAL WORK TO BE PERFORMED BY THE CONTRACTOR.
4. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR EXACT LOCATIONS OF FIXTURES AND
EQUIPMENT. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE STATE OF TEXAS BUILDING, PLUMBING &
MECHANICAL CODES (WITH LATEST REVISIONS) 2012 EDITIONS, AND THE LIFE SAFETY CODE, NFPA 101.
5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRIM AND ACCESSORIES FOR A COMPLETE AND
FUNCTIONING SYSTEM; REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
PROVIDE INDIVIDUAL SUPPLY VALVES, CONNECTORS, CAST TRAPS, AND RELATED TRIM FOR LAVATORIES, ETC., AS
SPECIFIED.
6. DO NOT INSTALL COMBUSTIBLE MATERIALS OR PVC PIPING IN RETURN AIR PLENUMS. TRANSITION TO N0-HUB CAST
IRON PIPE AND FITTINGS. CONTRACTOR SHALL REFER TO HVAC DRAWINGS FOR LOCATIONS OF RETURN AIR
PLENUMS.
7. RECONSTRUCT OR PATCH EXISTING CONSTRUCTION, WALLS, CEILINGS, FLOORS, ROOFS, ETC., AND SURFACES
DISTURBED TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES, UNLESS OTHERWISE NOTED.
8. EQUIPMENT AND MATERIALS, ETC., SPECIFIED OR SCHEDULED OR NOTED ON THE DRAWINGS, METHODS
DETAILED AND PIPING MATERIALS INDICATED ON THE DRAWINGS SUPERCEDE ONLY ANY CONFLICTING SPECIFICATION
ARTICLES AND/OR REQUIREMENTS OF DIVISION 15 REGARDING PLUMBING MATERIALS, METHODS, ETC. THIS INCLUDES
MATERIALS SPECIFIED, LEGEND ITEMS REPRESENTED SYMBOLICALLY ON THE DRAWINGS AND IDENTIFIED IN THE
LEGEND DESCRIPTIONS.
9. ADJUST FLOW TO SPECIFIED FLOW FOR ALL FIXTURES PER 2012 INTERNATIONAL PLUMBING CODE. METERING
FAUCET SHALL OPERATE FOR 10 SECONDS AND MAXIMUM MIXED WATER TEMPERATURE TO BE 110° FAHRENHEIT AT
EVERY MIXING FAUCET EXCEPT JANITOR CLOSET FAUCETS.
10. INSTALL ALL PLUMBING MATERIALS, TRIM ACCESSORIES AND RELATED ITEMS IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
11. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONAL LAYOUTS AND EXACT LOCATIONS OF PLUMBING
FIXTURES, FLOOR DRAINS, DOWNSPOUT NOZZLES, AREA DRAINS, ETC. WHERE DIMENSIONS ARE NOT GIVEN
CENTERLINE FIXTURE PLACEMENT, MOUNTING HEIGHTS, SPOUT HEIGHTS, ETC., SHALL BE IN COMPLIANCE WITH THE
FEDERAL AND STATE OF TEXAS, ADA REQUIREMENTS, TEXAS STATUTES AND THE 2012 INTERNATIONAL BUILDING
AND PLUMBING CODES.
12. THE CONTRACTOR SHALL PAY ALL REQUIRED PERMIT, TAP, METER, CROSS-CONNECTION (BACKFLOW
PREVENTER) PERMIT AND TEST FEES AND ANY OTHER FEES AS MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
13. ALL PIPING AND PIPING ARRANGEMENTS SHALL BE INDICATED ON THE AS-BUILT DRAWINGS, REQUIRED FOR THIS
PROJECT.
14. ALL VALVES SHALL BE MADE IN THE USA (DOMESTIC ONLY), FOR BOTH MATERIALS AND ASSEMBLY. DIELECTRIC
UNIONS SHALL BE PROVIDED ON EACH SIDE OF THREADED VALVES, CHECK VALVES AND CIRCUIT BALANCING
VALVES AND ON THE UPSTREAM SIDE OF SOLDERED VALVES, UNIONS ARE NOT BE REQUIRED ON THREE PIECE
UNION FULL PORT BALL VALVES.
15. WHERE VALVES ARE INSTALLED ABOVE CEILING, PROVIDE VISUAL IDENTIFICATION AT CEILING GRID ACCESS OR
AT ACCESS PANELS. IDENTIFICATION SHALL BE VISIBLE FROM BELOW CEILING. PROVIDE (ACCESS PANELS, SEE
SCHEDULE) AT HARD (GYPSUM BOARD OR PLASTER) CEILINGS TO ACCESS AND MAINTAIN VALVES.
16. PROVIDE FURRED-OUT GYPSUM BOARD WALL ENCLOSURE FOR PLUMBING & PIPING OTHERWISE EXPOSED TO
VIEW IN FINISHED SPACES.
17. PROVIDE CAST IRON DEEP SEALING TRAPS BELOW FLOOR DRAINS REGARDLESS OF PIPING MATERIAL.
18. SANITARY OR WASTE BRANCHES IN WALL SERVING LAVATORIES, SINKS, URINALS, HANDSINKS, AND SIMILAR
FIXTURES SHALL BE COPPER DWV TUBE AND FITTINGS. WYES, TEES, CROSSES, AND COMBINATION WYE AND 1/8
BENDS AT SANITARY OR WASTE STACKS SHALL BE PROVIDED WITH WASTE ARM ELBOWS IN WALL, ALL OF WHICH
SHALL NOT PENETRATE WALL. PROVIDE ELBOWS IN WALL ON WASTE ARMS TO ENSURE STACK FITTING
CONCEALMENT.
19. THE CONTRACTOR SHALL COORDINATE PIPING DIAMETER WITH WALL SIZES. WHERE 3" AND 4" PIPING IS
INSTALLED IN WALLS, INCREASE THE WALL THICKNESS OR INSTALL AN ARCHITECTURAL ENCLOSURE TO CONCEAL
PIPING AND CLEAN OUT HUBS, AS REQUIRED.
SHEET DESCRIPTION
PLUMBING SHEET INDEX
SCALE
1. ALL FIRE PROTECTION WORK SHALL BE IN STRICT ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LOCAL
BUILDING CODE GOVERNING FIRE PROTECTION, SHALL CONFORM TO ALL OTHER APPLICABLE REGULATIONS AND
SHALL MEET REQUIREMENTS OF INSPECTING AUTHORITIES.
2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS. EXACT LOCATION SHALL
BE COORDINATED WITH ALL TRADES, ARCHITECTURAL DRAWINGS AND GENERAL CONTRACTOR.
3. ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE PROVIDED WITH APPROPRIATE
FIRE RETARDANT SEALANT AND ESCUTCHEONS.
4. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, DRAWINGS &
SPECIFICATIONS HAS BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE ITEMS AND AREAS THAT WILL
PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. LATER CLAIMS SHALL NOT BE MADE FOR
LABOR, EQUIPMENT, ETC NECESSARY TO COMPLETE ALL WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED
WHICH COULD HAVE BEEN FORESEEN.
5. THIS CONTRACTOR SHALL PAY FEES, GIVE NOTICE, FILE NECESSARY DRAWINGS AND OBTAIN PERMITS AND
CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH WORK UNDER THIS CONTRACT. HE SHALL COMPLY
WITH LOCAL LAWS, ORDINANCES, "STATE" OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS.
6. STORE MATERIALS IN DESIGNATED SPACES.
7. UNNECESSARY NOISE SHALL BE AVOIDED AT ALL TIMES AND NECESSARY NOISE SHALL BE REDUCED TO A MINIMUM.
8. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK
ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL
BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF
ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY
THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR.
9. THIS CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR
SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING
FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON
THE INTERIOR OR THE EXTERIOR.
10. SEAL OPENINGS AROUND FIRE PROTECTION WORK AND PIPING THROUGH PARTITIONS, WALLS AND FLOORS (NOT
IN SHAFTS) WITH NON-COMBUSTIBLE MATERIAL.
11. PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE AND
SAFE INSTALLATION IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION; ALL
AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED FOR THE SYSTEMS INCLUDED. WORK SHALL BE
INSTALLED IN A NEAT, WORKMANLIKE MANNER. INCLUDE ALL COSTS FOR PERMITS, LICENSES, CERTIFICATES,
FILING AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
12. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME
RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS
DEVELOP WITHIN ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER, THIS WORK SHALL BE DONE AS
DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, CONTRACTOR
WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER
TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR.
13. ALL THE WORK AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND MADE READY FOR USE.
14. SUPPORT ALL FIRE PROTECTION WORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN
APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR
EQUIPMENT, FURNISH ADDITIONAL STEEL FRAMING.
15. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR
DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST
SHALL NOT BE MADE WITHOUT APPROVAL.
16. ALL PIPING SHALL BE DELIVERED AND STORED AT THE SITE WITH END CAPS ON THE PIPES TO KEEP ANY
MATERIAL OUT OF THE INSIDE OF THE PIPE UNTIL THE POINT OF INSTALLATION.
17. GENERAL CONTRACTOR SHALL COORDINATE FINAL FURNITURE/EQUIPMENT HEIGHT ELEVATIONS AND LOCATIONS
WITH SPRINKLER CONSTRUCTION. ENGINEER SHALL BE NOTIFIED WHEN FURNITURE/ EQUIPMENT IS LESS THAN 18"
TO THE UNDERSIDE OF CEILING.
18. ALL SPRINKLER HEADS TO BE INSTALLED AT CENTER OF TILE UNLESS OTHERWISE NOTED.
19. THE SPRINKLER CONTRACTOR SHALL MAINTAIN EGRESS PATH SPRINKLERS DURING CONSTRUCTION. A FIRE
WATCH MUST BE MAINTAINED ANY TIME FIRE DETECTION, ALARM OR SUPPRESSION SYSTEM IS DISABLED.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
DRAWINGS AND DOCUMENTS FOR A HYDRAULICALLY
DESIGNED FIRE PROTECTION SYSTEM.
FIRE PROTECTION GENERAL NOTES
TYPICAL PIPE SUPPORT FROM CLAMP DETAIL SPRINKLER CONNECTION DETAIL TYPICAL PIPE SUPPORT FROM INSERT DETAIL
PIPE SLEEVES THROUGH WALL DETAIL
RATED PIPE DETAIL
5
3
B U T T -W E L D E D
C L A S S 1 2 5 C A S T IRO N T H R E A D E D
C LA S S 1 2 5 G A L V A N IZ E D C A S T IR O N T H RE A D ED
WE L D E D /BO LT E D C A R BO N S T EE L FLA N GE D
D U C T ILE IR O N GA SK ET E D M E CH A N IC A L J O IN T
S CH E DU L E 4 0 C A R BO N S T EE L B U T T -W E LD IN G F IT T IN G S
W EL D E D /B O L TE D G A L V A N IZ E D S T E E L F L AN G ED
D U CT IL E I RO N G AS KE T E D M E C HA N ICA L J O IN T
F L A N G E D W IT H M E C H A N IC A L S E AL
T H R E A DE D W/T E FLO N B A S E D J O INT C OM P O U ND
PR E S S U R E C LA S S 1 5 0 C O AT E D & L IN E D DU C T IL E IRO N
S CH E D U L E 4 0 G ALV AN IZ E D S T E E L , AS T M A -5 3/1 2 0
S C H E D U L E 4 0 CA R B O N
ST E E L , AS T M A -5 3/120
1,2
1
1,6,7
1
4" AND LARGER
2" AND SMALLER
2-1/2" AND LARGER
2" AND SMALLER
WET SPRINKLER LINES
MISCELLANEOUS DRAIN LINES
ABOVEGROUND FIRE SERVICE MAINS AND WET FEED MAINS
1. PAINT ALL EXPOSED ABOVEGROUND PIPING.
2. USE WELDED STEEL FLANGES AT VALVES.
3. BRANCH LINE TAKE-OFFS SHALL BE WELED/THREADED OUTLETS EQUAL TO
THREAD-O-LET.
4. SPOOL-PIECES SHALL BE FABRICATED COMPLETE WITH WELDED FLANGES
AND WELDED BRANCH LINE TAKE-OFFS PRIOR TO GALVANIZING.
5. MECHANICAL JOINT FITTINGS SHALL ONLY BE USED UPSTREAM OF THE
ALARM VALVE ON PREACTION SYSTEMS.
6. BRANCH LINE TAKE-OFFS SHALL BE GROOVED OR THREADED OUTLET
EQUAL TO VICTAULIC STYLE 920.
7. MECHANICAL GROOVED JOINT COUPLINGS SHALL BE EQUAL TO VICTAULIC
FIRELOCK RIGID COUPLING STYLE 009.
S C H E DU LE 1 0 B L A C K S T E E L, A S T M A-1 35 O R A S T M A -7 9 5
M ALL E A B L E CA S T IR O N ME C H A N ICA L J O IN T AS T M A -4 7
D UC T IL E IR O N M E C H A N IC A L J O IN T A S T M A -5 36
M A L L E A B LE C A S T IR O N M E C H A N IC A L J O IN T A S TM A -4 7
D U C T IL E IR O N M EC H AN IC A L J O IN T A S T M A-5 36
· ALL PIPE AND FITTINGS SHALL BE OF DOMESTIC MANUFACTURE AND MEET THE REQUIREMENTS OF SPECIFICATIONS.
NOTES:
2
CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
DRAWINGS AND DOCUMENTS FOR A HYDRAULICALLY
DESIGNED FIRE PROTECTION SYSTEM.
NOTES
JOINTS FITTINGS PIPE LINE SIZE
PIPING MATERIALS AND APPLICATIONS SCHEDULE
SERVICE
4 1
SIDE BEAM CLAMP SIDE BEAM CLAMP
STRUCTURAL BEAM
THREADED ROD
STRUCTURAL BEAM
THREADED ROD
FOR 2" PIPE AND LARGER
DOUBLE LOCKNUTS
FOR 2" PIPE AND SMALLER
DOUBLE LOCKNUTS ADJUSTABLE SWIVEL
RING HANGER
UP TO 2"
GALVANIZED
GALVANIZED
THREADED ROD
BAND HANGER
DOUBLE LOCKNUTS
SIMILAR TO GRINNEL FIG. 136
THREADED ROD CONNECTOR
DOUBLE LOCKNUTS
GALVANIZED
CLEVIS HANGER
THREADED ROD
FOR 2 1/2" PIPE AND LARGER
SLEEVE OF SIZE TO PASS PIPE.
STANDARD WEIGHT STEEL PIPE
FINISHED ESCUTCHEON PLATE FLUSH
COMPLETELY COVER OPENING
AGAINST WALL AND OF SIZE TO
PIPE TO BE
INTERIOR WALLS
CONCEALED PIPING
ESCUTCHEON
WALL SURFACES
CENTERED IN SLEEVE - DO NOT
SUPPORT PIPE FROM SLEEVE
A SMOKE TIGHT MANNER
SEAL OR CAULK SLEEVE
THRU FIRE WALLS IN
FLUSH WITH FINISHED
TERMINATE SLEEVE
FINISHED WALL SURFACE
PIPING EXPOSED TO VIEW
1" NIPPLE
1" BRANCH TEE
BRANCH LINE
1"xi" REDUCER
UPRIGHT SPRINKLER HEAD
1" DROP NIPPLE
1"xi" REDUCER
(OF TYPE SPECIFIED)
HUNG CEILING
UPRIGHT CONCEALED
COVER PLATE
WITH COUPLER, REFERENCE
PROVIDE 5/8"Ø EXP. ANCHOR
STRUCTURAL DRAWING.
SCH 40 STEEL PIPE SLEEVE 2 PIPE
SIZES LARGER THAN RISER
2"
LOCATIONS
FIRE RATED WALL
ASSEMBLY. REFER TO
ARCH. DWGS. FOR
FILL WITH FIREPROOF
"THERMAFIBER" SAFING INSULATION
(BY US GYPSUM),
OR APPROVED EQUAL
2" CLEVIS
HANGER
P0.1 PLUMBING SYMBOLS, ABBREVIATIONS AND NOTES NTS
P0.2 PLUMBING SPECIFICATIONS AND SCHEDULES NTS
P0.3 PLUMBING RISERS NTS
P1.1 PLUMBING DEMOLITION FLOOR PLAN - BACK OF HOUSE 1/4" = 1'-0"
P1.2 PLUMBING DEMOLITION FLOOR PLAN - ACCOUNTING 1/4" = 1'-0"
P1.3 PLUMBING DEMOLITION FLOOR PLAN - ARIA BACK OF HOUSE 1/4" = 1'-0"
P2.1 PLUMBING NEW FLOOR PLAN - BACK OF HOUSE 1/4" = 1'-0"
P2.2 PLUMBING NEW FLOOR PLAN - ACCOUNTING 1/4" = 1'-0"
P2.3 PLUMBING NEW FLOOR PLAN - ARIA BACK OF HOUSE 1/4" = 1'-0"
VAIL
CASCADE + ARIA
RENOVATION
1300
WESTHAVEN
DRIVE
Vail, Colorado
04/20/2017
Revisions:
Sheet Title:
Project No:
Sheet No:
Issue Dates:
(970) 748-1470
email: tab@vail.net
fax: (970) 748-1471
Avon, CO 81620-7431
Post Office Box 7431
TAB
The Architectural Balance
Associates
www.tabassociates.com
Plotted:
4/19/2017
6:05:43 PM P:\DAL\BET\TABCO001\CAD\SHEETS\PLUMBING\P0.1
PLUMBING
SYMBOLS
ABBR AND NOTES.DWG - snahas
A member company of SH Group, Inc.
R
Syska Hennessy Group, Inc.
1130 E. Arapaho Road
Suite #525
Richardson, TX 75081
Tel: 972.470.0704
Fax: 972.470.5851
www.syska.com
PLUMBING
SYMBOLS
ABBR AND
NOTES
P0.1
06/14/17