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� l E <br /> U <br /> CL ' <br /> a CV E V) <br /> C7 CY) <br /> GENERAL NOTES <br /> WASTE/VENT SYSTEM BRIEDERT TYPE 0° <br /> "B" FLUE CAP Q N U <br /> SIZE: FIXTURE UNITS: <br /> W 'I:d CL <br /> W CL W .a C) <br /> (Inches) WASTE ' VENT (Z > z <br /> 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL © 0 -0 <br /> ORDINANCES AND INDUSTRY STANDARDS. 1 114" 1 1 Z (e LL <br /> co <br /> 2. SEISMIC RESTRAINT: PIPING SHALL BE SUPPORTED AND BRACED IN ACCORDANCE2 W LO W <br /> Co <br /> WITH THE CBC AND THE LATEST EDITION OF SMACNA "GUIDELINES" FOR SEISMIC 1 112 1 $ "SEMCO" CAULK TYPE CONTER Q <br /> Lu 00 <br /> RESTRAINTS OF PLUMBING SYSTEMS AND MECHANICAL SYSTEMS. 2 STORM COLLAR WITH FLASHING SLEEVE FOR CAST IRON ALO <br /> 2" 8 24 DRAW BAND AT TOP VENTS AND THREADED OR CAULK [C) <br /> 3. ALL INSULATION AND SEALfNG PRODUCTS USED IN THE BUILDING SHALL HAVE A SURFACE 2. TYPE FOR ALL STEEL VENTS <br /> 2 112" 14 48 r <br /> BURNING CHARACTERISTIC WITH FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50 �p <br /> MAXIMUM, WHEN TESTED AS COMPOSITE INSTALLATION INCLUDING INSULATION, TAPES3. <br /> FACING MATERIALS, JACKETS AND ADHESIVES. 3 35 84 ROOFING cfl <br /> 4" 216 4 256 JJJJJJJ J JJJ <br /> THE ANNULAR SPACE BETWEEN PIPE SLEEVES AND THE PIPE THROUGH ALL RATED WALLS <br /> ANDFLOORS SHALL BE FIRESTOPPED. FIRESTOPPING OF ALL PIPE PENETRATIONS SHALLjJjJ <br /> COMPLY WITH U.L. REQUIREMENTS. MANUFACTURER PREAPPROVED UL PENETRATION FOR 5 428 600 J JJJ (- <br /> PIPE MATERIAL AND SURFACE PENETRATED SHALL BE USED. PENETRATIONS SHALL BE 61 720 1380 <br /> 3M, PROSET, OR APPROVED EQUAL, SUBMIT SHOP DRAWINGS. <br /> WASTE/VENT NOTES: �, ° :3 _ a) <br /> COORDINATE THE FOLLOWING WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND ELECTRICAL 0 o c <br /> DRAWINGS AND ELEMENTS AS INSTALLED, INCLUDING EXISTING BUILDING SYSTEMS: 1 BASED ON HORIZONTAL FLOW 1" AIR SPAC o VN o <br /> EXISTING ROOF p o c = 'o <br /> EXACT LOCATION OF ALL EQUIPMENT. v ° ° E o <br /> ALL PENETRATIONS THRU ROOF, WALLS AND FLOORS. 2 EXCEPT SIX-U NIT TRAPS OR WATER CLOSETS ° ° STRUCTURE �, �, (D C: <br /> EXACT SIZE AND ROUTING OF DUCTWORK AND PIPING. 3 NOT TO EXCEEDTHREE(3)WATER CLOSETS CLN ' <br /> OR SIX-UNIT TRAPS ON ANY HORIZONTAL 1" x 1/8" RING CLAMP o <br /> BRANCH OR DRAIN. :'- a a o N <br /> ALL PIPING LOCATED IN WALLS OR ABOVE CEILING HAVING SHUTOFF VALVES OR OTHER AND SUPPORT BRACKETS. ° <br /> DEVICES REQUIRING ACCESS FOR OPERATION OR MAINTENANCE SHALL BE PROVIDED 4 BASED ON ONE-FOURTH(1/4)INCH PERDOUBLE WALL FLUE SECURE WITH 1/4" DIA. x 2" 5 a� E-E n c: °u <br /> WITH ACCESS DOORS OF ADEQUATE SIZE FOR SERVICE. FOOT SLOPE. FOR ONE-EIGHTH INCH PER LAG SCREWS, <br /> FOOT SLOPE,MULTIPLY HORIZONTAL FIXTURES <br /> rnmo� oc �'> <br /> UNITS BY A FACTOR OF 0 a. <br /> ANY DAMAGE TO EXISTING BUILDING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND VENT PIPE - 5EE PLAN FOR SIZE, ATTACH ° a a <br /> ELECTRICAL SYSTEMS THAT OCCURS DURING THE WORK SHALL BE RESTORED TO THE IL <br /> s. TAKEN FROM CPCrABLE7as.2. x o a �o ° _j <br /> ELECTRICAL <br /> TO STRUCTURE PER SMACNA GUIDELINES a a X T ° ... o <br /> ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. .> ° <br /> LOCATIONS, SIZES AND DEPTHS SHOWN FOR ALL EXISTING UTILITIES AND EQUIPMENT SHOWN = a a7 Q N ° <br /> ARE APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE LOCATION -Cc 1 C E' .� o <br /> AND ADEQUACY OF DEPTH OF ALL EXISTING UTILITIES AND/OR EQUIPMENT SHOWN TO BE Q E I �l ! DETAIL - 6-o 0-0.2 w <br /> CONNECTED TO PRIOR TO BEGINNING WORK. CLEANOUTS -r-Q <br /> ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO SURVEY EXISTING PIPE SIZE: CLEANOUT SIZE: THREADS SCALE : NONE ln,� E �°0 o <br /> FIELD CONDITIONS. AFTER THE CONTRACTOR IS AWARDED THE CONTRACT, THE (Inches) (Inches) (Per Inch) <br /> CONTRACTOR SHALL SURVEY EXISTING FIELD CONDITIONS IN DETAIL, REVISIONS/DATE <br /> 1 112" 1 1/2" 11 112 zL <br /> 2" 1 112" 11 112" <br /> 2 112" 2 112" 8 SEE FLUE VENT THROUGH ROOF DETAIL <br /> 1 2 <br /> HOT WATER TO SYSTEM CW, MAKE-UP D <br /> 3" 2 1/2" 8 <br /> 1" GAS LINE UNION <br /> 4" &Larger 3 1/2" 8 <br /> BRANCH S0 i V G SCHEDULE CLEANOUT NOTES: - <br /> WASTE COLD WATER HOT WATER 1. TAKEN FROM CPC TABLE 707 1. BLOCK SADDLE BETWEEN <br /> FIXTURE SYMBOL VENT <br /> BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET HEATER AND WALL 2" WIDE 24 GA STEEL STRAP Seal; <br /> / / „ / AROUND ET, SECURE TOE1C�� <br /> PEDICURE SINK PS 2" 2" 1-12" 3 4" 1/2 3 4' 1/2 PLUMBING NOTES: WOOD FRAME WITH 1/4"0 LAG o� WAN <br /> HAND WASH SINK HWS 2" 2" 1-1/2" 3/4" 1/2" 3/4" 1/2" 1, ALL COLD WATER, HOT WATER,AND CONDENSATE o SCREWS, 2" MIN. EMBEDMENT <br /> DRAIN LINES SHALL BE TYPE"L"COPPER UNLESS N0, 63640 <br /> CLOTH WASHER CW 2" 2" 1-1 2" 3 4" 1 2" 3 4" 1 2" NOTED OTHERWISE(CPC Section 604.2). 1/4" DIA. x 3" LONG LAG SCREW <br /> / / / / / Exp. 09/1 2a20 y� <br /> 2. ALL GAS PIPING SHALL BE STANDARD WEIGHT POSITIVELY ATTACHED TO BUILDING ET <br /> FLOOR SINK FS 2" 2" 2" - - - T WROUGHT IRON OR STEEL(GALVANIZED OR BLACK) FRAME MEMBERS, LAG SCREW TO �S'] C ! V �P <br /> OR YELLOW BRASS(CONTAINING<75%COPPER) PENETRATE WOOD MEMBERS AT 1 9 <br /> TRAP PRIMER TP - - -- 1/2" 1/2" - - PER CPC Section 1210 1 LEAST ONE INCH„ TYP. AT 1/3 AND C <br /> 3. SANITARY SEWER LINES IN AND/OR UNDER THE 2/3 HEIGHT OF HEATER. <br /> FLOOR DRAIN FD 2" 2' 2" - - - - BUILDING STRUCTURE SHALL BE CAST IRON,ABS OR PVC. <br /> ABS AND PVC WASTE&VENT LINES 8HAL L 3/4" PRESSURE AND <br /> WATER CLOSET WC 2" 3" 3" 3/4" 1/2" - - BE LIMITED TO BUILDINGS NOT EXCEEDING GWH , <br /> THREE FLOORS ABOVE GRADE,OR PER LOCAL NOTES: 1 RUN DISCHARGE TO MOTEMPERATURE RELIEF VALVEALVE <br /> LAVATORY LV 2" 2" 1-1/2" 3/4" 1/2" 3/4' 1/2" ORDINANCES RFFER TO CPC Section 701 <br /> FOR ADDITIONAL REQUIREMENTS. 1. PROVIDE DIELECTRIC UNIONS AT <br /> ALL CONNECTIONS TO WATER HEATER. <br /> 4. WASTE VENT PIPING SHALL BE CAST IRON,ABS OR <br /> PVC IN AND/OR UNDER THE BUILDING STRUCTURE. <br /> ABS AND PVC WASTE&VENT LINES SHALL 2. INSTALL STRAPS AT TOP 113 AND <br /> BE LIMITED TO BUILDINGS NOT EXCEEDING BOTTOM 1/3 OF WATER HEATER. <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 C A S WATER H E A T E R <br /> MINIMUM SLOPE OF 2%A5 PER CPC 708A. <br /> NOTE: PROVIDE BRANCH LINES TO FIXTURES AS SHOWN IN SCHEDULE, UON ON PLANS, <br /> SCALE NONE 42D <br /> EQUIPMENT SCHEDULE <br /> UNIT DESCRIPTIONILU <br /> Q <br /> Q� <br /> WH GAS WATER HEATER <br /> 1 "RHEEM" MODEL 75-70 GAS WATER HEATER. 75 GAL CAPACITY, WATER AND WASTE SERVICE CALCULATIONS C <br /> 70,000 BTU WITH 202 GPH RECOVERY AT 60°F TEMPERATURE RISE. <br /> FT EXPANSION TANK JOB NAME: <br /> 1 "AMTROL" MODEL ST-5-C . 2.1 GALLON TANK VOLUME, 0.43 ACCEPTANCE FIXTURE TYPE NO. WASTE COLD WATER HOT WATER TOTAL O <br /> FACTOR, ASME RATING. FOR MOUNTING SEE 1/P0.1. WATER <br /> 3S 3-COMPARTMENT SINKC <br /> SINK, VALUE SERIESC96 BOWL18"X24"X14" FU TOTAL FU TOTAL FU TOTAL FU a <br /> 1 WATER CLOSET 1 4 4 2.5 2.5 0 0 2.5 [� <br /> HS HANDSINK LAVATORY 1 1 1 0.75 0.75 0.75 0.75 1 <br /> 1 ADVANCE TABCO, BOWL 10"X15"X5" <br /> HAND SINK 2 1 2 0.75 1.5 0.75 1.5 2 <br /> FS FLOOR SINK MOP SINK 1 3 3 2.25 2.25 2.25 2.25 3 <br /> 1 FD-2375-K-NH2, W/ SEEPAGE FLANGE, 2" PIPE CONNECTION WATER PIPE SIZING CHART <br /> FLOOR SINK RECEPTOR 3 3 9 0 0 0 0 0 <br /> TR TRAP PRIMER, PRIME-RITE PR500 PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIXA 3-COMP SINK 1 3 3 2.25 2.25 2.25 2.25 3 <br /> 1 SIZE: TYPE L COPPER CW MAX FLOW CW FIXTURE UNIT VALUES HW MAX FLOW HWFU PREP SINK 1 3 3 1.5 1.5 1.5 1.5 2 <br /> MS MOP SINK FLOOR DRAIN 1 1 1 0 0 0 0 0 <br /> EAGLE GROUP, EG20.01, FLOOR MOUNT, BOWL SIZE 24"X24"X8„ IOMETER INTERNAL GPM FPS FLUSH TANK FLUSH GPM FPS NOT WATER <br /> 1 DIAMETER DIAMETER VALVE TOTALFU 26,0 10.$ $.3 13.5 <br /> PS PREP SINK 112" 0.545 2.0 2.7 0 0 2.0 2.7 0 EQUIVALENT COLD WATER FLOW RATE (GPM): 11 Drawn By <br /> 1 SINK, SH24241 L314" 0.785 5.2 3.4 6 p 5.2 3.4 6 ADDITIONAL DEMAND LOAD (GPM) 0 A. RANG <br /> FLOOR DRAIN 1" 1.025 10.4 4.1 13 0 10.4 4.1 13 PRESSURE AVAILABLE AT MAIN(PSI): 40 Checked By <br /> FD <br /> 1 FD-2290--NH2, 2" PIPE CONNECTION 1-114" 1.265 18.2 4.6 26 0 18.2 4.6 26 PRESSURE BOOSTER PUMP 0 Date 8-28-19 <br /> LAVATORY MINIMUM REQUIRED FIXTURE PRESSURE (PSI): 15 <br /> LAV AMERICAN STANDARD "DECLYN" WALL-HUNG, WHITE COLOR, POP UP DRAIN STAINER, P-TRAP 1 1/2" 1.505 28.7 5.2 49 11 27.7 5.0 46 scale <br /> 1 STOP AND SUPPLIES. FAUCET: AMERICAN STAND, CERAMIX 2000.101, ELEVATION RISE (FT): 10 <br /> SINGLE LEVER OPERATED WITH MAXIMUM FLOW RATE OF 0,4 GPM, 2" 1.985 59.4 6.2 170 73 48.2 5.0 119 METER LOSS (PSI): 5 Job No. AS NOTED <br /> 2-112" 2.465 104.9 7.1 401 265 74.4 5.0 245 WC <br /> WATER CLOSET, AMERICAN STANDARD 1.1 GPF, MADERA ADA BACKFLOW PREVENTER LOSS(PSI): 10 <br /> 1 18" HIGH, ELONGATED, OPEN FRONT, FLUSHOMETER TOILET SYSTEM 3" 2.945 167.6 7.9 731 680 106.2 5.0 411 ADDITIONAL LOSS/=S (PSI): 0 <br /> MAXIMUM FLOW RATE OF 1.1 GALLON PER FLUSH. PLUMBING <br /> 4" 3.905 29$.6 8.0 1738 1738 186.6 5.0 847 EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE(FT): 100 DETAIL PIAN <br /> BF BACKFLOW PREVENTION DEVICE, PRESSURE DETECT TYPE <br /> 1 MODEL WILKINS 720A 0.500" 5" 4.875 465.4 s.0 3291 3291 290.9 5.0 1668 FRICTION LOSS PRESSURE AVAILABLE(PSI): 5.66 <br /> 6" 5.845 669.1 8.0 5101 5101 418,2 5,0 2843 MAXIMUM ALLOWABLE FRICTION LOSS (PSV100 FT): 5.66 Drawing No. <br /> 8" 7.725 1168.7 8,0 8300 8300 730.4 5.0 5650 WATER FLOW VELOCITY(FPS): 4,28 <br /> 10" 9.625 1814.3 8.0 8300 8300 1133.9 5.0 8300 CALCULATED FRICTION HEAD LOSS(PSI/100 FT): 4.16 FM2 <br /> of Sheets <br />