GENERAL NOTES
<br />1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL
<br />ORDINANCES AND INDUSTRY STANDARDS.
<br />2. SEISMIC RESTRAINT: PIPING SHALL BE SUPPORTED AND BRACED IN ACCORDANCE
<br />WITH THE CBC AND THE LATEST EDITION OF SMACNA "GUIDELINES" FOR SEISMIC
<br />RESTRAINTS OF PLUMBING SYSTEMS AND MECHANICAL SYSTEMS.
<br />3. ALL INSULATION AND SEALING PRODUCTS USED IN THE BUILDING SHALL HAVE A SURFACE
<br />BURNING CHARACTERISTIC WITH FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50
<br />MAXIMUM, WHEN TESTED AS COMPOSITE INSTALLATION INCLUDING INSULATION, TAPES
<br />FACING MATERIALS, JACKETS AND ADHESIVES.
<br />THE ANNULAR SPACE BETWEEN PIPE SLEEVES AND THE PIPE THROUGH ALL RATED WALLS
<br />AND FLOORS SHALL BE FIRESTOPPED. FIRESTOPPING OF ALL PIPE PENETRATIONS SHALL
<br />COMPLY WITH U.L. REQUIREMENTS. MANUFACTURER PREAPPROVED UL PENETRATION FOR
<br />PIPE MATERIAL AND SURFACE PENETRATED SHALL BE USED. PENETRATIONS SHALL BE
<br />3M, PROSET, OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS.
<br />COORDINATE THE FOLLOWING WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND ELECTRICAL
<br />DRAWINGS AND ELEMENTS AS INSTALLED, INCLUDING EXISTING BUILDING SYSTEMS:
<br />EXACT LOCATION OF ALL EQUIPMENT.
<br />ALL PENETRATIONS THRU ROOF, WALLS AND FLOORS.
<br />EXACT SIZE AND ROUTING OF DUCTWORK AND PIPING.
<br />ALL PIPING LOCATED IN WALLS OR ABOVE CEILING HAVING SHUTOFF VALVES OR OTHER
<br />DEVICES REQUIRING ACCESS FOR OPERATION OR MAINTENANCE SHALL BE PROVIDED
<br />WITH ACCESS DOORS OF ADEQUATE SIZE FOR SERVICE.
<br />ANY DAMAGE TO EXISTING BUILDING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND
<br />ELECTRICAL SYSTEMS THAT OCCURS DURING THE WORK SHALL BE RESTORED TO THE
<br />ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
<br />LOCATIONS, SIZES AND DEPTHS SHOWN FOR ALL EXISTING UTILITIES AND EQUIPMENT SHOWN
<br />ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION
<br />AND ADEQUACY OF DEPTH OF ALL EXISTING UTILITIES AND/OR EQUIPMENT SHOWN TO BE
<br />CONNECTED TO PRIOR TO BEGINNING WORK.
<br />ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO SURVEY EXISTING
<br />FIELD CONDITIONS. AFTER THE CONTRACTOR IS AWARDED THE CONTRACT, THE
<br />CONTRACTOR SHALL SURVEY EXISTING FIELD CONDITIONS IN DETAIL.
<br />BRANCH SIZING SCHEDULE
<br />FIXTURE
<br />SYMBOL
<br />VENT
<br />WASTE
<br />COLD WATER
<br />HOT WATER
<br />BRANCH
<br />OUTLET
<br />BRANCH
<br />OUTLET
<br />BRANCH
<br />OUTLET
<br />HAND/3COMP/PREP SINK
<br />HWS
<br />2"
<br />2"
<br />1-1/2"
<br />3/4"
<br />1/2"
<br />3/4"
<br />1/2"
<br />FLOOR SINK
<br />FS
<br />2"
<br />2"
<br />2"
<br />-
<br />-
<br />-
<br />-
<br />TRAP PRIMER
<br />TP
<br />-
<br />-
<br />-
<br />1/2"
<br />1/2"
<br />-
<br />-
<br />FLOOR DRAIN
<br />FD
<br />2"
<br />2"
<br />2"
<br />-
<br />-
<br />-
<br />-
<br />WATER CLOSET
<br />WC
<br />2"
<br />3"
<br />3"
<br />3/4"
<br />1/2"
<br />-
<br />-
<br />LAVATORY
<br />LV
<br />2"
<br />2"
<br />1-1/2"
<br />3/4"
<br />1/2"
<br />3/4"
<br />1/2"
<br />48.2
<br />5.0
<br />119
<br />2-112"
<br />2.465
<br />119.0
<br />8.0
<br />469
<br />351
<br />74.4
<br />5.0
<br />245
<br />3"
<br />2.945
<br />169.9
<br />8.0
<br />742
<br />693
<br />106.2
<br />5.0
<br />411
<br />4"
<br />3.905
<br />298.6
<br />8.0
<br />1738
<br />1738
<br />186.6
<br />5.0
<br />847
<br />5"
<br />4.875
<br />465.4
<br />8.0
<br />3291
<br />3291
<br />290.9
<br />5.0
<br />1668
<br />6"
<br />5.845
<br />669.1
<br />8.0
<br />5101
<br />5101
<br />418.2
<br />5.0
<br />2843
<br />8"
<br />7.725
<br />1168.7
<br />8.0
<br />8300
<br />8300
<br />NOTE: PROVIDE BRANCH LINES TO FIXTURES AS SHOWN IN SCHEDULE, UON ON PLANS.
<br />EQUIPMENT SCHEDULE
<br />UNIT
<br />DESCRIPTION
<br />WH
<br />GAS WATER HEATER
<br />VENT
<br />"RHEEM" MODEL 75-70 GAS WATER HEATER. 75 GAL. CAPACITY,
<br />1
<br />70,000 BTU WITH 202 GPH RECOVERY AT 607 TEMPERATURE RISE.
<br />ET
<br />EXPANSION TANK
<br />8 2.
<br />"AMTROL" MODEL ST -5-C . 2.1 GALLON TANK VOLUME, 0.43 ACCEPTANCE
<br />1
<br />FACTOR, ASME RATING. FOR MOUNTING SEE 1/PO.1.
<br />3S
<br />3 -COMPARTMENT SINK
<br />1
<br />SINK, VALUE SERIESC96", BOW1_18"X24"X14"
<br />HS
<br />HANDSINK
<br />1
<br />ADVANCE TABCO, BOWL 10"X15"X5"
<br />FS
<br />FLOOR SINK
<br />1
<br />FD-2375-K-NH2, W/ SEEPAGE FLANGE, 2" PIPE CONNECTION
<br />1
<br />TRAP PRIMER, PRIME -RITE PR500
<br />MS
<br />MOP SINK
<br />1
<br />EAGLE GROUP, EG20.01, FLOOR MOUNT, BOWL SIZE 24"X24"X8"
<br />PS
<br />PREP SINK
<br />1
<br />SINK, SH24241L
<br />FD
<br />FLOOR DRAIN
<br />1
<br />FD-2290-NH2, 2" PIPE CONNECTION
<br />5.0
<br />LAVATORY
<br />LAV
<br />AMERICAN STANDARD "DECLYN" WALL -HUNG, WHITE COLOR, POP UP DRAIN STAINER, P -TRAP
<br />1
<br />STOP AND SUPPLIES. FAUCET: AMERICAN STAND, CERAMIX 2000.101,
<br />56
<br />SINGLE LEVER OPERATED WITH MAXIMUM FLOW RATE OF 0.4 GPM.
<br />WC
<br />WATER CLOSET, AMERICAN STANDARD 1.1 GPF, MADERA ADA
<br />1
<br />18" HIGH, ELONGATED, OPEN FRONT, FLUSHOMETER TOILET SYSTEM
<br />1.505
<br />MAXIMUM FLOW RATE OF 1.1 GALLON PER FLUSH.
<br />WASTENENT SYSTEM
<br />SIZE:
<br />FIXTURE UNITS:
<br />(Inches)
<br />WASTE '
<br />VENT
<br />1 1/4"
<br />1
<br />1
<br />1 1/2"
<br />1
<br />8 2.
<br />2"
<br />8 2.
<br />24
<br />2 1/2"
<br />14 2.
<br />48
<br />3"
<br />35 3.
<br />84
<br />4"
<br />216 4.
<br />256
<br />5"
<br />428
<br />600
<br />6"
<br />720
<br />1380
<br />WASTE/VENT NOTES:
<br />1, BASED ON HORIZONTAL FLOW.
<br />2. EXCEPT SIX -UNIT TRAPS OR WATER CLOSETS.
<br />3. NOT TO EXCEED THREE (3) WATER CLOSETS
<br />OR SIX -UNIT TRAPS ON ANY HORIZONTAL
<br />BRANCH OR DRAIN.
<br />4. BASED ON ONE-FOURTH (1/4) INCH PER
<br />FOOT SLOPE. FOR ONE-EIGHTH INCH PER
<br />FOOT SLOPE, MULTIPLY HORIZONTAL FIXTURES
<br />UNITS BY A FACTOR OF 0.8.
<br />5. TAKEN FROM CPC TABLE 703.2.
<br />CLEANOUTS
<br />PIPE SIZE:
<br />(Inches)
<br />CLEANOUT SIZE:
<br />(Inches)
<br />THREADS
<br />(Per Inch)
<br />1 1/2"
<br />1 1/2"
<br />111/2
<br />2"
<br />1 1/2"
<br />11 1/2"
<br />2 1/2"
<br />2 1/2"
<br />8
<br />3"
<br />2 1/2"
<br />8
<br />4" & Larger
<br />3 1/2"
<br />8
<br />CLEANOUT NOTES:
<br />1. TAKEN FROM CPC TABLE 707.1.
<br />PLUMBING NOTES:
<br />1. ALL COLD WATER, HOT WATER, AND CONDENSATE
<br />DRAIN LINES SHALL BE TYPE T" COPPER UNLESS
<br />NOTED OTHERWISE (CPC Section 604.2).
<br />2. ALL GAS PIPING SHALL BE STANDARD WEIGHT
<br />WROUGHT IRON OR STEEL (GALVANIZED OR BLACK)
<br />OR YELLOW BRASS (CONTAINING <75% COPPER)
<br />PER CPC Section 1210.1.
<br />3. SANITARY SEWER LINES IN AND/OR UNDER THE
<br />BUILDING STRUCTURE SHALL BE CAST IRON, ABS OR PVC.
<br />ABS AND PVC WASTE & VENT LINES SHALL
<br />BE LIMITED TO BUILDINGS NOT EXCEEDING
<br />THREE FLOORS ABOVE GRADE, OR PER LOCAL
<br />ORDINANCES. REFER TO CPC Section 701
<br />FOR ADDITIONAL REQUIREMENTS.
<br />4. WASTE VENT PIPING SHALL BE CAST IRON, ABS OR
<br />PVC IN ANDfOR UNDER THE BUILDING STRUCTURE.
<br />ABS AND PVC WASTE & VENT LINES SHALL
<br />BE LIMITED TO BUILDINGS NOT EXCEEDING
<br />THREE FLOORS ABOVE GRADE, OR PER LOCAL
<br />ORDINANCES. REFER TO CPC Section 903
<br />FOR ADDITIONAL REQUIREMENTS.
<br />5. HORIZONTAL DRAINAGE PIPING SHALL HAVE A
<br />MINIMUM SLOPE OF 2% AS PER CPC 708.0.
<br />BRIEDERT TYPE
<br />"B" FLUE CAI
<br />STORM COLLAR WITH
<br />DRAW BAND AT TOP
<br />1" AIR
<br />DOUBLE WALL FLUE
<br />"SEMCO" CAULK TYPE CONTER
<br />FLASHING SLEEVE FOR CAST IRON
<br />VENTS AND THREADED OR CAULK
<br />TYPE FOR ALL STEEL VENTS
<br />ROOF
<br />1" x 1/8" RING CLAMP
<br />AND SUPPORT BRACKETS.
<br />SECURE WITH 1/4" DIA. x 2"
<br />LAG SCREWS.
<br />VENT PIPE - SEE PLAN FOR SIZE, ATTACH
<br />TO STRUCTURE PER SMACNA GUIDELINES
<br />FLUE VENT DETAIL I
<br />SCALE : NONE
<br />72
<br />BLOCK SADDLE BETWEEI
<br />HEATER AND WAI
<br />1/4" DIA. x 3" LONG LAG SCREW
<br />POSITIVELY ATTACHED TO BUILDING
<br />FRAME MEMBERS, LAG SCREW TO
<br />PENETRATE WOOD MEMBERS AT
<br />LEAST ONE INCH, TYP. AT 1/3 AND
<br />2/3 HEIGHT OF HEATER.
<br />NOTES:
<br />1. PROVIDE DIELECTRIC UNIONS AT
<br />ALL CONNECTIONS TO WATER HEAT
<br />2. INSTALL STRAPS AT TOP 1/3 AND
<br />BOTTOM 1/3 OF WATER HEATER.
<br />SEE FLUE VENT THROUGH ROOF DETAIL
<br />ER -1
<br />2" WIDE 24 GA STEEL STRAP
<br />AROUND ET, SECURE TO
<br />WOOD FRAME WITH 1/4"0 LAG
<br />SCREWS, 2" MIN. EMBEDMENT
<br />ET
<br />1
<br />'RESSURE AND
<br />RATURE RELIEF VALVE,
<br />SCHARGE TO MOPSINK
<br />GAS WATER HEATER I
<br />SCALE : NONE
<br />WATER PIPE SIZING CHART
<br />PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A
<br />SIZE: TYPE L COPPER
<br />CW MAX FLOW
<br />CW FIXTURE UNIT VALUES
<br />HW MAX FLOW
<br />HWFU
<br />NOMINAL
<br />DIAMETER
<br />INTERNAL
<br />DIAMETER
<br />GPM
<br />FPS
<br />FLUSH TANK
<br />FLUSH VALVE
<br />GPM
<br />FPS
<br />HOT WATER
<br />1/2"
<br />0.545
<br />3.8
<br />5.2
<br />3
<br />0
<br />3.6
<br />5.0
<br />3
<br />3/4"
<br />0.785
<br />10.0
<br />6.6
<br />12
<br />0
<br />7.5
<br />5.0
<br />8
<br />1"
<br />1.025
<br />20.1
<br />7.8
<br />30
<br />0
<br />12.9
<br />5.0
<br />16
<br />1-114"
<br />1.265
<br />31.3
<br />8.0
<br />56
<br />14
<br />19.6
<br />5.0
<br />28
<br />1-1/2"
<br />1.505
<br />44-4
<br />8.0
<br />103
<br />35
<br />27.7
<br />5.0
<br />46
<br />2"
<br />1.985
<br />77.2
<br />8.0
<br />259
<br />136
<br />48.2
<br />5.0
<br />119
<br />2-112"
<br />2.465
<br />119.0
<br />8.0
<br />469
<br />351
<br />74.4
<br />5.0
<br />245
<br />3"
<br />2.945
<br />169.9
<br />8.0
<br />742
<br />693
<br />106.2
<br />5.0
<br />411
<br />4"
<br />3.905
<br />298.6
<br />8.0
<br />1738
<br />1738
<br />186.6
<br />5.0
<br />847
<br />5"
<br />4.875
<br />465.4
<br />8.0
<br />3291
<br />3291
<br />290.9
<br />5.0
<br />1668
<br />6"
<br />5.845
<br />669.1
<br />8.0
<br />5101
<br />5101
<br />418.2
<br />5.0
<br />2843
<br />8"
<br />7.725
<br />1168.7
<br />8.0
<br />8300
<br />8300
<br />730.4
<br />5.0
<br />5650
<br />10"
<br />9.625
<br />1814.3
<br />8.0
<br />8300
<br />8300
<br />1133.9
<br />5.0
<br />8300
<br />WATER AND WASTE SERVICE CALCULATIONS
<br />JOB NAME
<br />C7 rz_ LO @� I00n
<br />w� �U
<br />f ] V
<br />>
<br />0 a
<br />FIXTURE TYPE
<br />NO.
<br />WASTE
<br />COLD WATER
<br />HOT WATER
<br />TOTAL
<br />a
<br />O T o C L N O
<br />ooct,--
<br />v_r-oo ~E Ec
<br />5L U
<br />O
<br />0
<br />ra n" oa ooEw O
<br />a N yO O N '�
<br />c 2i E E o ` c
<br />o ac�ac a'o
<br />WATER
<br />C.0 o 000 0 u 0 0
<br />o
<br />aua °' c1
<br />0 o ca'
<br />C 0 0 V Vi J
<br />J
<br />�:JOg
<br />FU
<br />TOTAL
<br />FU
<br />TOTAL
<br />FU
<br />TOTAL
<br />FU
<br />WATER CLOSET
<br />1
<br />4
<br />4
<br />2.5
<br />2.5
<br />0
<br />0
<br />2.5
<br />LAVATORY
<br />1
<br />1
<br />1
<br />0.75
<br />0.75
<br />0.75
<br />0.75
<br />1
<br />HAND SINK
<br />2
<br />1
<br />2
<br />0.75
<br />1.5
<br />0.75
<br />1.5
<br />2
<br />MOPSINK
<br />1
<br />3
<br />3
<br />2.25
<br />2.25
<br />2.25
<br />2.25
<br />3
<br />FLOOR SINK RECEPTOR
<br />3
<br />3
<br />9
<br />0
<br />0
<br />0
<br />0
<br />0
<br />3 -COMP SINK
<br />1
<br />3
<br />3
<br />2.25
<br />2.25
<br />2.25
<br />1 2.25
<br />3
<br />PREPSINK
<br />1
<br />3
<br />3
<br />1.5
<br />1.5
<br />1.5
<br />1.5
<br />2
<br />FLOOR DRAIN
<br />2
<br />1
<br />2
<br />0
<br />0
<br />0
<br />0
<br />1 0
<br />TOTAL FU
<br />27.0
<br />10.8
<br />8.3
<br />13.5
<br />EQUIVALENT COLD WATER FLOW RATE (GPM):
<br />11
<br />ADDITIONAL DEMAND LOAD (GPM)
<br />0
<br />PRESSURE AVAILABLE AT MAIN (PSI):
<br />40
<br />PRESSURE BOOSTER PUMP
<br />0
<br />MINIMUM REQUIRED FIXTURE PRESSURE (PSI):
<br />8
<br />ELEVATION RISE (FT):
<br />10
<br />METER LOSS (PSI):
<br />5
<br />BACKFLOW PREVENTER LOSS (PSI):
<br />10
<br />ADDITIONAL LOSSES (PSI):
<br />0
<br />EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE
<br />FIXTURE (FT
<br />100
<br />FRICTION LOSS PRESSURE AVAILABLE (PSI):
<br />12.66
<br />MAXIMUM ALLOWABLE FRICTION LOSS (PSI/100 FT):
<br />12.66
<br />WATER FLOWVELOCITY(FPS):
<br />4.28''
<br />CALCULATED FRICTION HEAD LOSS (PSI/100 FT):
<br />4.16
<br />MINIMUM REQUIRED'WATER' PIPE SIZE (INCHES):
<br />1.0
<br />MINIMUM REQUIRED'WASTE' PIPE SIZE (INCHES):
<br />3
<br />(CALCULATIONS PER THE UPC/CPC)
<br />E
<br />U 0
<br />N E
<br />C7 rz_ LO @� I00n
<br />w� �U
<br />f ] V
<br />>
<br />0 a
<br />IJ
<br />W y
<br />LuF-
<br />CD
<br />11N� Hit
<br />a
<br />O T o C L N O
<br />ooct,--
<br />v_r-oo ~E Ec
<br />5L U
<br />O
<br />0
<br />ra n" oa ooEw O
<br />a N yO O N '�
<br />c 2i E E o ` c
<br />o ac�ac a'o
<br />0017 T O C C'>
<br />C.0 o 000 0 u 0 0
<br />o
<br />aua °' c1
<br />0 o ca'
<br />C 0 0 V Vi J
<br />J
<br />�:JOg
<br />�a�aO ]OC
<br />c n
<br />N �
<br />U
<br />N- 0 0 =_R"WulN> O V �+
<br />�0Loc�Ed
<br />m3=a3 o,c aN
<br />o w c
<br />d y c o o &
<br />m )E, a mam 0 3 mw
<br />L N D LO = L
<br />0 ,o
<br />1 Q
<br />0 0.2 0 0 0+L+ o C
<br />N 3. w EE 3 au 0@
<br />REVISIONS/DATE
<br />Seat
<br />ESS/
<br />U
<br />N0. 63640
<br />Exp. 09/30/2024
<br />�Tq CIV F
<br />C
<br />o�
<br />MOD
<br />a
<br />ItL Q
<br />Q
<br />00
<br />Draw" By A. DANG
<br />Checked By
<br />Dote 1-12-23
<br />L LJ
<br />Scale
<br />Job NO AS NOTED
<br />PLUMBING
<br />DETAIL PLAN
<br />Drawing No.
<br />F42
<br />of Sheets
<br />
|