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<br /> BRIEDERT TYPE pC Q U
<br /> GENERAL NOTES WASTE/VENT SYSTEM "B" FLUE CAP w Q r
<br /> SIZE: FIXTURE UNITS: w
<br /> � �
<br /> (Inches) WASTE � VENT 2 �
<br /> 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL
<br /> ORDINANCES AND INDUSTRY STANDARDS. 11/4" 1 1 W e W
<br /> 2. SEISMIC RESTRAINT: PIPING SHALL BE SUPPORTED AND BRACED IN ACCORDANCE 1 1/2" 1 8 2. "SEMCO" CAULK TYPE CONTER Q 0) LU w
<br /> WITH THE CBC AND THE LATEST EDITION OF SMACNA "GUIDELINES" FOR SEISMIC STORM COLLAR WITH LO
<br /> DRAW BAND AT TOP FLASHING SLEEVE FOR CAST IRON
<br /> RESTRAINTS OF PLUMBING SYSTEMS AND MECHANICAL SYSTEMS. 2" 8 2. 24
<br /> VENTS AND THREADED OR CAULK It
<br /> TYPE FOR ALL STEEL VENTS
<br /> 3. ALL INSULATION AND SEALING PRODUCTS USED IN THE BUILDING SHALL HAVE A SURFACE 2 1/2" 14 z- 48 (0
<br /> BURNING CHARACTERISTIC WITH FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50 Q ~
<br /> MAXIMUM, WHEN TESTED AS COMPOSITE INSTALLATION INCLUDING INSULATION, TAPES 3" 35 3_ 84 ROOFING T_
<br /> FACING MATERIALS, JACKETS AND ADHESIVES.
<br /> 4" 216 4. 256 J
<br /> THE ANNULAR SPACE BETWEEN PIPE SLEEVES AND THE PIPE THROUGH ALL RATED WALLS �- N
<br /> AND FLOORS SHALL BE FIRESTOPPED. FIRESTOPPING OF ALL PIPE PENETRATIONS SHALL 5" 428 600 F_
<br /> COMPLY WITH U.L. REQUIREMENTS. MANUFACTURER PREAPPROVED UL PENETRATION FOR
<br /> PIPE MATERIAL AND SURFACE PENETRATED SHALL BE USED. PENETRATIONS SHALL BE 6" 720 1380
<br /> 3M, PROSET, OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS.
<br /> WASTE/VENT NOTES: o
<br /> COORDINATE THE FOLLOWING WITH ARCHITECTURAL, STRUCTURAL, PLUMBING AND ELECTRICAL 1" AIR SPAC ° rz �°' ���- `v
<br /> DRAWINGS AND ELEMENTS AS INSTALLED, INCLUDING EXISTING BUILDING SYSTEMS: 1. BASED ON HORIZONTAL FLOW. ST STING ROOF o. v % =0
<br /> EXACT LOCATION OF ALL EQUIPMENT. 2. EXCEPT SIX-UNIT TRAPS OR WATER CLOSETS. ° ° STRUCTURE S ?o 0 0 ;v.�' v
<br /> ALL PENETRATIONS THRU ROOF, WALLS AND FLOORS. ° ` - _
<br /> EXACT SIZE AND ROUTING OF DUCTWORK AND PIPING. 3. NOT TO EXCEED THREE(3)WATER CLOSETS o� vp��
<br /> OR SIX-UNIT TRAPS ON ANY HORIZONTAL 1" X 1/8" RING CLAMP O -s o
<br /> '= O m v� N$j 3
<br /> ALL PIPING LOCATED IN WALLS OR ABOVE CEILING HAVING SHUTOFF VALVES OR OTHER BRANc"oR°RAI"' AND SUPPORT BRACKETS. o Q a
<br /> DEVICES REQUIRING ACCESS FOR OPERATION OR MAINTENANCE SHALL BE PROVIDED 4. BASED ON ONE-FOURTH(1/4)INCH PER DOUBLE WALL FLUE SECURE WITH 1/4" DIA. x 2" v- a�,o.� o
<br /> WITH ACCESS DOORS OF ADEQUATE SIZE FOR SERVICE. FOOT SLOPE. FOR ONE-EIGHTH INCH PER LAG SCREWS. , v. o o`>
<br /> FOOT SLOPE,MULTIPLY HORIZONTAL FIXTURES =- � ( ` O v O O
<br /> UNITS BY A FACTOR OF 0.8. •" `' N o v _
<br /> v 0 0 T 0 O a_ J
<br /> ANY DAMAGE TO EXISTING BUILDING ARCHITECTURAL, STRUCTURAL, MECHANICAL AND VENT PIPE - SEE PLAN FOR SIZE, ATTACH -0 C ° o gi2::' v -'
<br /> .26
<br /> ELECTRICAL SYSTEMS THAT OCCURS DURING THE WORK SHALL BE RESTORED TO THE 5. TAKEN FROM CPC TABLE 7o3.z. TO STRUCTURE PER SMACNA GUIDELINES N a 02- •� o
<br /> ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. o
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<br /> LOCATIONS, SIZES AND DEPTHS SHOWN FOR ALL EXISTING UTILITIES AND EQUIPMENT SHOWN o �' s c 0 w a� ' o,
<br /> ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION FLU E VENT DETAIL _ _
<br /> D ADEQUACY OF DEPTH OF ALL EXISTING UTILITIES AND/OR EQUIPMENT SHOWN TO BE o w D_r ao� 7 w
<br /> cn O (0 0
<br /> AN � � � �� o ;��o
<br /> CONNECTED TO PRIOR TO BEGINNING WORK. CLEANOUTS o o I E u o Q
<br /> ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING TO SURVEY EXISTING PIPE SIZE: CLEANOUT SIZE: THREADS
<br /> SCALE NONE ��3�� E-s 3 a v o Qp
<br /> FIELD CONDITIONS. AFTER THE CONTRACTOR IS AWARDED THE CONTRACT, THE (Inches) (Inches) (Per Inch) REVISIONS/DATE
<br /> CONTRACTOR SHALL SURVEY EXISTING FIELD CONDITIONS IN DETAIL.
<br /> 1 1/2" 1 1/2" 111/2 1
<br /> 2"
<br /> SEE FLUE VENT THROUGH ROOF DETAIL 1
<br /> 2 1/2" 2 1/2" 8 f
<br /> HOT WATER TO SYSTEM CW, MAKE-UP
<br /> 3" 2 1/2 8
<br /> 1" GAS LINE UNION
<br /> 4"& Larger 3 1/2" 8
<br /> BRANCH SIZING SCHEDULE CLEANOUT NOTES: -17
<br /> WASTE COLD WATER HOT WATER 1. TAKEN FROM CPC TABLE 707.1. BLOCK SADDLE BETWEEN
<br /> FIXTURE SYMBOL VENT HEATER AND WALL 2" WIDE 24 GA STEEL STRAP °I.
<br /> � SS/
<br /> BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET AROUND ET, SECURE TO ^+C Q
<br /> PS 2" 2" 1-1/2" 3/4" 1/2" 3/4.. 1/2" NOTES: °° WOOD FRAME WITH 1/4"0 LAG �,ot N+�AN D.
<br /> 3 COMP SINK PLUMBING
<br /> 1. ALL COLD WATER,HOT WATER,AND CONDENSATE o SCREWS, 2 MIN. EMBEDMENT �,
<br /> HAND WASH SINK HWS 2" 2" 1-1/2" 3/4" 1/2" 3/4" 1/2" N0. 63640
<br /> DRAIN LINES SHALL BE TYPE"L"COPPER UNLESS
<br /> MOP 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 ET * Exp. 09/30/2022
<br /> ALL GAS PIPING SHALL BE STANDARD WEIGHT POSITIVELY ATTACHED TO BUILDING s� v
<br /> FLOOR SINK FS 2" 2" 2" - - - - WROUGHT IRON OR STEEL(GALVANIZED OR BLACK) FRAME MEMBERS, LAG SCREW TO 1 q c
<br /> 2.
<br /> OR YELLOW BRASS(CONTAINING<75%COPPER) PENETRATE WOOD MEMBERS AT C
<br /> TRAP PRIMER TP - - - 1/2" 1/2" - - PER CPC Section 1208.5 LEAST ONE INCH, TYP. AT 1/3 AND
<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 SHALL GWH 3 4 PRESSURE AND
<br /> WATER CLOSET WC 2" 4" 4" 3/4" 1/2" - - BE LIMITED TO BUILDINGS NOT EXCEEDING NOTES: TEMPERATURE RELIEF VALVE,
<br /> THREE FLOORS ABOVE GRADE,OR PER LOCAL 1 RUN DISCHARGE TO OUTSIDE
<br /> LV 2' 2 1-1 2" 3 4' 1 2' 3 4" 1 2" OR INAN r S. REFER UTR CMPECNSection 701 1. PROVIDE DIELECTRIC UNIONS AT
<br /> LAVATORY " / / / / /
<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. 2. INSTALL STRAPS AT TOP 1/3 AND
<br /> ABS AND PVC WASTE&VENT LINES SHALL
<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 GAS WATER HEATER
<br /> NOTE: PROVIDE BRANCH LINES TO FIXTURES AS SHOWN IN SCHEDULE, UON ON PLANS. MINIMUM SLOPE OF 2°r6 AS PER CPC 708.0.
<br /> SCALE NONE
<br /> 0
<br /> MAXIMUM FIXTURE FLOW RATES
<br /> EQUIPMENT SCHEDULE
<br /> FIXTURE TYPE MAXIMUM FLOW RATE
<br /> UNIT DESCRIPTIONQ
<br /> Water closets 1.28 gallons/flush a
<br /> GAS WATER HEATER Urinals (wall mounted) 0.Urinals
<br /> WATER AND WASTE SERVICE CALCULATIONS � CD
<br /> "RHEEM" MODEL G75-125 GAS WATER HEATER. 75 GAL. CAPACITY, Urinals (floor mounted) 0.55 g gallons/fluush
<br /> 1 125,000 BTU WITH 202 GPH RECOVERY AT 60°F TEMPERATURE RISE. LavatShowory
<br /> rheads 1.8 gpm ® 80 psi JOB NAME: Q `a
<br /> Lavatory faucets- FIXTURE TYPE NO. WASTE COLD WATER HOT WATER TOTAL �
<br /> nonresidential 0.5 gpm @60 psi WATER
<br /> Kitchen faucets 1.8 gpm @ 60 psi
<br /> ET EXPANSION TANK Metering faucets 0.2 gallons/cycle FU TOTAL FU TOTAL FU TOTAL FU
<br /> 1 "AMTROL" MODEL ST-5-C . 2.1 GALLON TANK VOLUME, 0.43 ACCEPTANCE WATER CLOSET 1 4 4 5 5 0 0 5
<br /> FACTOR, ASME RATING. FOR MOUNTING SEE 1/P0.1. URINAL o 1 2 0 2 0 0 0 0 1102) Q
<br /> 3S
<br /> 3-COMPARTMENT SINK LAVATORY 1 1 1 0.75 0.75 0.75 0.75 1 5-r-
<br /> 1 SINK, VALUE SERIESC96", BOWL18"X24"X14"
<br /> HAND SINK 2 1 2 0.75 1.5 0.75 1.5
<br /> MOP SINK 1 3 3 2.25 2.25 2.25 2.25 3
<br /> HS HANDSINK
<br /> 1 ADVANCE TABCO, BOWL 10"X15"X5" FLOOR SINK RECEPTOR 3 3 9 0 0 0 0 0
<br /> WATER PIPE SIZING CHART 3-COMP SINK 1 3 3 2.25 2.25 225 2.25 3
<br /> FS FLOOR SINK
<br /> PREP SINK 3 3 9 1.5 4.5 1.5 4.5
<br /> FD-2375-K-NH2, W/ SEEPAGE FLANGE, 2" PIPE CONNECTION PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A
<br /> 1 FLOOR DRAIN 2 1 2 0 0 0 0 0
<br /> TR TRAP PRIMER, PRIME-RITE PR500 SIZE: TYPE L COPPER CW MAX FLOW CW FIXTURE UNIT VALUES HW MAX FLOW HWFU TOTAL FU 33.0 16.3 11.3 20.0
<br /> 1 NOMINAL INTERNAL EQUIVALENT COLD WATER FLOW RATE(GPM): 14
<br /> DIAMETER DIAMETER GPM FPS FLUSH TANK FLUSH VALVE GPM FPS HOT WATER ADDITIONAL DEMAND LOAD(GPM)
<br /> 0
<br /> MS HAND/MOP SINK COMBO
<br /> 1 IMC/TEDDY, MODEL CMS 1/2" 0.545 2.5 3.4 1 0 2.5 3.4 1 PRESSURE AVAILABLE AT MAIN (PSI): 40 Drawn By A. DANG
<br /> PRESSURE BOOSTER PUMP 0
<br /> PS Checked By
<br /> PREP SINK 3/4" 0.785 6.4 4.3 7 0 6.4 4.3 7
<br /> MINIMUM REQUIRED FIXTURE PRESSURE(PSI): 8
<br /> 1 SINK, SH24241L 1" 1.025 13.0 5.1 16 0 12.9 5.0 16
<br /> ELEVATION RISE(FT): 10 Date 10-28-21
<br /> FD FLOOR DRAIN 1265 22.6 5.8 34 5 19.6 5.0 28 METER LOSS(PSI): 5
<br /> Stole
<br /> 1 FD-2290-NH2, 2" PIPE CONNECTION 1-1/2" 1.505 35.7 6.4 66 20 27.7 5.0 46 BACKFLOW PREVENTER LOSS(PSI): 10
<br /> LAV
<br /> LAVATORY 2 1.985 73.9 7.7 241 120 48.2 5.0 119 ADDITIONAL LOSSES(PSI): 0 '°b "°' AS NOTED AMERICAN STANDARD "DECLYN" WALL-HUNG, WHITE COLOR, POP UP DRAIN STAINER, P-TRAP "
<br /> EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE(FT 100
<br /> 1 STOP AND SUPPLIES. FAUCET: AMERICAN STAND, CERAMIX 2000.101, 2-1/2" 2.465 119.0 8.0 469 351 74.4 5.0 245
<br /> FRICTION LOSS PRESSURE AVAILABLE(PSI): 12.66
<br /> SELF-CLOSING METERING FAUCET WITH MAXIMUM OF 0.25 GAL PER USE.
<br /> 3" 2.945 169.9 8.0 742 693 106.2 5.0 411 MAXIMUMALLOWABLE FRICTION LOSS(PSI/100 FT): 12.66 PLUMBING
<br /> WC WATER CLOSET, AMERICAN STANDARD 1.1 GPF, MADERA ADA
<br /> 18" HIGH, ELONGATED, OPEN FRONT, FLUSH TANK TOILET SYSTEM 4" 3.905 298.6 8.0 1738 1738 186.6 5.0 847 WATER FLOW VELOCITY(FPS): 5.44 DETAIL PLAN
<br /> 1 MAXIMUM FLOW RATE OF 1.1 GALLON PER FLUSH.
<br /> 5" 4.875 465.4 8.0 3291 3291 290.9 5.0 1668 CALCULATED FRICTION HEAD LOSS(PSI/100 FT): 6.49
<br /> 6" 5.845 669.1 8.0 5101 5101 418.2 5.0 2843
<br /> MINIMUM REQUIRED'WATER'PIPE SIZE(INCHES): 1.0 Drawing No.
<br /> 8" 7.725 1168.7 8.0 8300 8300 730.4 5.0 5650 MINIMUM REQUIRED'WASTE'PIPE SIZE(INCHES). 3 o
<br /> (CALCULATIONS PER THE UPC/CPC)
<br /> 10" 9.625 1814.3 8.0 8300 8300 1133.9 5.0 8300
<br /> of Sheets
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