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GENERAL NOTES
<br />1. COORDINATION OF WORK: LAYOUT OF MATERIALS, EQUIPMENT AND
<br />SYSTEMS IS GENERALLY DIAGRAMMATIC UNLESS SPECIFICALLY
<br />DIMENSIONED. SOME WORK MAY BE SHOWN OFFSET FOR CLARITY.
<br />2. THE ACTUAL LOCATION OF ALL MATERIALS, PIPING, DUCTW ORK,
<br />FIXTURES, EQUIPMENT, SUPPORTS, ETC. SHALL BE CAREFULLY
<br />PLANNED, PRIOR TO INSTALLATION OF ANY WORK TO AVOID ALL
<br />INTERFERENCES WITH EACH OTHER, OR WITH STRUCTURAL,
<br />ELECTRICAL, ARCHITECTURAL OR OTHER ELEMENTS.
<br />3. VERIFY THE PROPER VOLTAGE AND PHASE OF ALL EQUIPMENT WITH
<br />THE ELECTRICAL PLANS. ALL CONFLICTS SHALL BE CALLED TO THE
<br />ATTENTION OF THE ARCHITECT AND THE ENGINEER PRIOR TO THE
<br />INSTALLATION OF ANY WORK OR THE ORDERING OF ANY EQUIPMENT.
<br />4. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART
<br />OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL
<br />DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING
<br />ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND
<br />ELECTRICAL. ANY WORK PERFORMED IN CONFLICT WITH THE
<br />CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE
<br />CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO
<br />EXPENSE TO THE OWNER OR THE OWNER REPRESENTATIVE.
<br />5. MINIMUM SLOPE FOR SEWER IS 1/4"PER FT, UNLESS OTHERWISE
<br />NOTED.
<br />6. ALL ROOF PENETRATIONS SHALL BE COMPATIBLE WITH ROOF
<br />SYSTEM WITH AS FEW PENETRATIONS AS POSSIBLE.
<br />7. MINIMUM DOMESTIC WATER PIPE SIZE TO BE 3/4" UNLESS
<br />OTHERWISE NOTED. USE A REDUCING ELL AT FIXTURE, IF
<br />NECESSARY.
<br />8. ALL PLUMBING FIXTURES, VALVES, FAUCETS, FIXTURE STOPS, ETC.
<br />WHICH PROVIDE WATER FOR HUMAN CONSUMPTION MUST MEET THE
<br />"LEAD FREE" REQUIREMENT FOR THE STATE OF CALIFORNIA.
<br />9. MINIMUM ALLOWABLE DISTANCE FOR HOT WATER LATERALS TO
<br />FIXTURES OFF OF THE CIRCULATING MAIN SHALL BE 10'-0" FOR HAND
<br />WASH SINKS AND LAVS, AND 15'-0" FOR OTHER SINKS.
<br />PLUMBING LEGEND
<br />2
<br />P202
<br />3
<br />P400
<br />&
<br />@
<br />CL
<br />∅
<br />#
<br />G
<br />LPG
<br />CD
<br />ICW
<br />ITEMSYMBOL ABBR.ITEMSYMBOL ABBR.
<br />PLUG VALVE
<br />SHUT-OFF VALVE IN BOX
<br />SHUT-OFF VALVE
<br />WALL CLEANOUT
<br />SOV
<br />SOV
<br />WCO
<br />THERMOSTATIC MIXING VALVE
<br />EXISTING
<br />BELOW FLOOR
<br />BELOW GRADE
<br />TYPICAL
<br />CONTINUATION
<br />ABOVE CEILING
<br />(E)
<br />(N)NEW
<br />(TYP)
<br />CONT
<br />BEL FLR
<br />BEL GR
<br />ABV CLG
<br />AND
<br />AT
<br />ABOVE FINISHED FLOOR AFF
<br />CENTER LINE
<br />ABOVE ABV
<br />CEILING CLG
<br />DIAMETER
<br />ALTERNATE ALT
<br />ARCHITECT / ARCHITECTURAL ARCH
<br />DOWN DN
<br />DRAWING DWG
<br />ELECTRICAL ELEC
<br />FLOOR FLR
<br />FEET FT
<br />GAUGE GA
<br />GALLON GAL
<br />GALLONS PER MINUTE GPM
<br />POUNDS LBS
<br />MAXIMUM MAX
<br />MINIMUM MIN
<br />NOT IN CONTRACT NIC
<br />NOT TO SCALE NTS
<br />OUTSIDE DIAMETER OD
<br />INSIDE DIAMETER ID
<br />ROOM RM
<br />SPECIFICATION SPEC
<br />STAINLESS STEEL SS
<br />THROUGH THRU
<br />WITH W/
<br />WITHOUT W/O
<br />1 KEYNOTE
<br />DETAIL REFERENCE
<br />EXAMPLE: DETAIL 2, SHEET
<br />P202
<br />SECTION REFERENCE
<br />EXAMPLE: SECTION 3, SHEET
<br />P400
<br />INVERT ELEVATION I.E.
<br />FLOW LINE FL
<br />TWO-WAY CONTROL VALVE
<br />TEMPERATURE TEMP
<br />DIA
<br />CALIFORNIA PLUMBING CODE CPC
<br />CALIFORNIA MECHANICAL CODE CMC
<br />GALLONS PER HOUR GPH
<br />SQUARE FEET SQ FT
<br />NUMBER NO.
<br />ELBOW ELL
<br />UNION
<br />CONCENTRIC REDUCER
<br />PRESSURE REDUCING VALVE
<br />"Y" TYPE STRAINER
<br />POUNDS PER SQUARE INCH PSI
<br />POUNDS PER SQUARE INCH ABSOLUTE PSIA
<br />POUNDS PER SQUARE INCH GAUGE PSIG
<br />POLYVINYL CHLORIDE PVC
<br />WATER COLUMN WC
<br />PRESSURE GAUGE
<br />TEMPERATURE GAUGE
<br />TEMPERATURE / PRESSURE RELIEF VALVE PRV
<br />CUBIC FEET PER HOUR CFH
<br />AWACID WASTE
<br />COMPRESSED AIR
<br />ACID VENT
<br />A
<br />AV
<br />UNDER GROUND U/G
<br />LOW PRESSURE NATURAL GAS G
<br />HIGH PRESSURE GAS HPG
<br />ACID VENT THRU ROOF
<br />ACID VENT RISER
<br />AVTR
<br />AVR
<br />DOMESTIC HOT WATER RETURN
<br />DOMESTIC HOT WATER
<br />DOMESTIC COLD WATER
<br />CONDENSATE DRAIN
<br />HWR
<br />CD
<br />HW
<br />CW
<br />FIRE PROTECTION LINE
<br />RAIN WATER LEADER
<br />OVERFLOW DRAIN
<br />LIQUIFIED PETROLEUM GAS
<br />SOIL or WASTE
<br />RWL
<br />OD
<br />LPG
<br />S or W
<br />STORM DRAIN SD
<br />INDUSTRIAL COLD WATER ICW
<br />OXYGEN
<br />MEDICAL AIR
<br />VACUUM
<br />O
<br />MA
<br />VAC
<br />2
<br />VENT THRU ROOF
<br />VENT RISER
<br />VENT
<br />VTR
<br />VR
<br />V
<br />EXISTING PIPING
<br />FLOOR CLEANOUT
<br />CLEANOUT TO GRADE
<br />PIPING TURN UP
<br />PIPING TURN DOWN
<br />FCO
<br />COTG
<br />DEMOLITION DEMO
<br />HOSE BIBB
<br />PIPING CAP
<br />CHECK VALVE
<br />POCPOINT OF CONNECTION
<br />TO EXISTING
<br />ANGLE VALVE
<br />BALANCE VALVE
<br />BALL VALVE
<br />AW
<br />A
<br />AV
<br />HPG
<br />OD
<br />RWL
<br />F
<br />SD
<br />O
<br />MA
<br />VAC
<br />2
<br />P
<br />T
<br />GREASE WASTE GWGW
<br />PLUMBING SHEET INDEX
<br />ANCHORAGE & BRACING NOTES
<br />ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER
<br />THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE
<br />FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISCPLACEMENT
<br />REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10
<br />CHAPTER 13, 26, AND 30.
<br />1. ALL PERMANENT EQUIPMENT AND COMPONENTS.
<br />2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY
<br />ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH
<br />AS ELECTRICITY, GAS OR WATER.
<br />3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE
<br />THAN 8 HOURS AND HEAVIER THAN 400 POUNDS OR HAS A CENTER OF
<br />MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF
<br />LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE REQUIRED TO BE
<br />ANCHORED WITH TEMPORARY ATTACHMENTS.
<br />THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE
<br />STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL
<br />HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK,
<br />PIPING AND CONDUIT.
<br />A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER
<br />OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR
<br />ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.
<br />B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF
<br />DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE
<br />SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.
<br />FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION
<br />SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE
<br />CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL
<br />ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN
<br />ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.
<br />PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE
<br />PIPING, DUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE
<br />FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION
<br />13.6.5.6, 13.6.7, 13.6.8 AND 2016 CBC, SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26.
<br />THE METHODS OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED
<br />DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PRE-
<br />APPROVED INSTALLATION GUIDE (E.G. SMACNA OR OSHPD OM), COPIES OF THE BRACING SYSTEM
<br />INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON JOBSITE PRIOR TO THE START OF AND DURING
<br />THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD
<br />SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
<br />MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION
<br />SYSTEMS (E):
<br />MD MP PP E - OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH
<br /> PROJECT SPECIFIC NOTES AND DETAILS.
<br />MD MP PP E - OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD
<br /> PRE-APPROVAL # 0043-13.
<br />MD MP PP E - OPTION 3: SHALL COMPLY WITH THE SMACNA SEISMIC
<br /> RESTRAINT MANUAL, OSHPD EDITION (2009), INCLUDING ALL
<br /> ADDENDA FASTENERS AND OTHER ATTACHMENTS NOT
<br /> SPECIFICALLY IDENTIFIED IN THE SMACNA SEISMIC
<br /> RESTRAINT MANUAL, OSHPD EDITION, ARE DETAILED ON THE
<br /> APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND
<br /> DETAILS. THE DETAILS SHALL ACCOUNT FOR THE APPLICABLE
<br /> SEISMIC HAZARD LEVEL ______ AND CONNECTION LEVEL _____
<br /> FOR THE PROJECT AND CONDITIONS.
<br />P001-1 PLUMBING LEGEND AND NOTES
<br />P002-1 PLUMBING SCHEDULE
<br />P100-1 PLUMBING GAS SITE PLAN
<br />P220-1 BLDG. B - MULTI-PURPOSE - PLUMBING FLOOR PLAN
<br />P221-1 BLDG. B - MULTI-PURPOSE - ENLARGED PLUMBING PLAN -
<br />RESTROOMS
<br />P222-1 BLDG. B - MULTI-PURPOSE - ENLARGED PLUMBING PLAN - KITCHEN
<br />P520-1 BLDG. B - MULTI-PURPOSE - PLUMBING ROOF PLAN
<br />P800-1 PLUMBING DETAILS TT, FRESNO HEADQUARTERS VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPOA R C H I T E C T S E N G I N E E R S C O N N E C T E D ETERLLPETERIIIDRAWING TITLEPROJECT NO.
<br />DRAWING DATEDESCRIPTIONMARKproperty rights in thesePLOT DATE:copyright and other reserves its common lawTeter, LLP expresslyinstrument of professionalincorporated herein, as anideas and designsplans. This document, theprior written authorization.any other project withoutin whole or in part, forservice, is not to be usedNOT FORCONSTRUCTION3/13/2019 7:53:30 AMP001-1 PLUMBING LEGEND AND NOTESNEW ELEMENTARY12/18/1818-10744SCHOOLSTOCKTON USD2111 QUAIL LAKES DR., STOCKTON, CA 95207100% CDDExp. 06-30-20CEEOTTSAM CFLAACHNIAIROFNLAIGERM32797SESTIEVTEERDNA.E E R
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