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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 />