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SITE PLUMBING ENGINEERING DATA KEYNOTES o� DESIGN REQUIREMENTS I I" GW w/ SOV IN BOX w/ LID MARKED "WATER". z E3 THE FOLLOWING IS FOR COMMERCIAL USE OF BUILDING O / `o � d� DEMAND - 2210 F.U. / 16.0 GPM. / 3 :x AMOUNT FXTUR FIXTURE UNIT VALUES REFER TO DETAIL: PI1 z;oE A COLD WATER WASTE2O4" W WITH 2-WAY CLEANOUT. EXIT INVERT ELEVATION = 80 92W9 O F.U. EACH F.U. TOTAL F.U. EACH F.U. TOTAL WITH FINISHED FLOOR AT 4780. DEMAND = 2410 F.U. 1 2 5g�p 0 2 WATER CLOSET (F.T.) 2.5 5.0 4.0 8.0 REFER TO DETAIL: PI I P1I `� !m§L" 2 LAVATORIES 1.0 2.0 1.0 2.0 o cyim 5 SINK 1.5 7.5 2.0 10.0 m 1 CLOTHES WASHER 4.0 4.0 3.0 3.0 ®3" W WITH 2-WAY F OOR AT 1 EXIT INVERT ELEVATION = .80 WITH FINISHED FLOOR AT 4'1.80. DEMAND = 4.0 F.U. 4 I HOSE BIBBS 2.5 2.5 -- -- REFER TO DETAIL: I 2 z � €+4 4 EACH ADDITIONAL HOSE BIBB 1.0 4.0 Pl.l Pl.l o 4 FLOOR DRAIN -- -- 2.0 8.0 0_______________________ NOT USED -----------____-__-_______ a B£ TOTAL UNITS TOTAL 25.0 TOTAL 31.0 /�� 25.0 TOTAL FIXTURE UNITS EQUALS . . . . . . 18.0 GPM. �B ®6" FIRE SPRINKLER RISER REFER TO DETAIL: PLI i 1. PRESSURE AVAILABLE AT STREET MAIN . . 40.00 PSI. O3" R.W.L. DOWN IN WALL FROM ROOF DRAIN. PROVIDE w/ WOO N 2, PRESSURE LOSS DUE TO HEIGHT 4 Ft. x 0.434 . 1.74 PSI. AND EXTEND OUT 5'-0" FOR CONNECTION BY CIVIL. 5, 3. PRESSURE LOSS THRU METER 4.00 PSI. PARCEL "B" 4. PRESSURE LOSS DUE THRU OTHER DEVICES REFER TO DETAIL: PSI I (i.e. Water Softner, Backflow Preventer) 10.00 PSI. ®4" R.W.L. DOWN IN WALL FROM ROOF DRAIN. PROVIDE w/ WCO- ! 5. TOTAL PRESSURE LOSS (add lines 2 thru 4) 15.74 PSI. AND EXTEND OUT W-0" FOR CONNECTION BY CIVIL 5 6. PRESSURE REQUIRED AT HIGHEST FIXTURE . . . . . 8.00 PSI. REFER TO DETAIL: 7. PRESSURE AVAILABLE FOR FRICTION LOSS . . . . . 16.26 PSL P8.1 (Subtract lines 5 & 6 from line 1) . . . . . . . . . . 0 0 :I 8. TOTAL DEVELOPED LENGTH OF RUN . . . . . . . . . . 200 ft. Uj V) a ©3" W WITH 2-WAY CLEANOUT. EXIT INVERT ELEVATION = 4 .'10 FRICTION LOSS CALCULATION WITH FINISHED FLOOR AT 49]0. DEMAND - 410 F.U. From line 7 1( 6.26 ) PSI x 100 = 813 / 100 ft. REFER TO DETAIL: 1 J ` From ` DOMESTIC (COLD WATER SIZING CHART DEMAND O 5.0 F.U.IN BO/510 G.PMwl LID ARICED WATER . PLI � 0 � B � - / REFER TO DETAIL: 3 Z W 8 P. ' l �/ ,s P.U. z PIPE SIZE v 4 a a 8 z G t as ✓ / / G CJ G/ F.T. F.V. ® NOT USED D o a n Is d G - - - I/' 3 -- 9O3 SUMP PUMP DISCHARGE. EXTEND 5 -0' FROM BUILDING � PARCEL "A" 3/4 10 -- FOR CONNECTION BY OTHERS. 1" 24 -- I0 GAS LINE TO BE SLEEVED AND VENTED PER CODE. 9 II/4" 51 12 2" 236 116 I ' I " m ttu - 't �I / 21/7 506 396 J � FI-I FI-1 1-1-1 FINISHED FLOOR 'I' .per i THE 91ZING CHART IS BASEp ON GENERAL NOTES z � n ELEVATION = 49 ,„„/- THE 2009 CPG APPENDIX 'A' ,Q El WITH A AP OF B10 PSI PER 100 FT - III III n UO w/ MAXIMUM VELOCITY OF Sft/SEC. I.) PLUMBING CONTRACTOR TO COORDINATE ROUTING OF U LIJ LIJ LIJ u I I PLUMBING SERVICES w/ MECHANICAL, ELECTRICAL, FIRE "e U } AND GENERAL CONTRACTOR TO ELIMINATE ANY SPACE _� U FINISHED FLOOR CONFLICTS. 1I -- - -- 2 - •;- � ELEVATION = 49.90. �� -- - -- - `� -.. •- - - 6 " CONNECTION :32.) REFER TO F XTURE IZE SCHEDULE SHEET P81 -. FOR CONNECTION SIZES TO THE VARIOUS FIXTURES. 3.) REFER TO PLUMBING LEGEND ON SHEET PS.1 FOR SYMBOLS. 4.) REFER TO ARCHITECTURAL DWG'8 FOR MOUNTING HEIGHTS ........ ........- ...... ____. --1. __ ..:..... .._____ I ...._..... ......_ OF ALL FIXTURES. 1 5.) ALL VENTS ARE TO BE LOCATED A MINIMUM OF 10'-0" AWAY FROM OUTSIDE AIR INTAKE. 6.) REFER TO SPECIFICATIONS SHEET P9.1 FOR PIPE MATERIAL . ,�y941QYy SPECIFICAITON. ELEVENTH STREET tiW ��V� A'Scyc 'Id RAIN WATER LEADERS INSTALLED IN CONDITIONED SPACES ti° Fr SHOULD BE WRAPPED WITH INSULATION TO PREVENT 0o CONDENSATION. L`:o M 't Exp. 099-30_30-10 * � •� � N'"TFOF aQ1°Q2 FIRE SPRINKLER NOTES ALEXANDER SCHEFLO L THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE and ASSOCIATES, Inc. A COMPLETE AND SEPARATE SUBMITTAL AS REQUIRED Mechanical Engineers 209 948-9761 FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM. SAID 8 ( ) SYSTEM SHALL COMPLY WITH ALL OF THE PROVISIONS 2926 Pacific Ave. Stockton, Ca. 95204 OF THE CITY OF TRACY FIRE SPRINKLER SYSTEM •� -NORTH- DESIGN GUIDELINES AND SHALL BE REVIEWED AND PLUMBING �'�� ALL TITUT S ANO WRITTEN MATERIAL APPEARING HEREIN APPROVED BY THE FIRE DEPARTMENT PRIOR TO Lao �i D D ^ COGINEER E THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND THE SAME MAY NOT BE USED, DUPLICATED. OR INSTALLATION WORK ISN BE PERFORMED OT A DISCLOSED WITHOUT THE WRITTEN CONSENT Of THE ENGINEER. CALIFORNIA STATE LICENSED C-16 (FIRE PROTECTION) SCALE: I"=30'-0" ,d Alexander Scheflo & Assoc., Inc CONTRACTOR o 0 I • R `O - FIRE RISER LEGEND WATER SERVICE AND SANITARY A SERVICE IF PLACED IN THE 1O. 4-WAY EARTHQUAKE BRACING (PER N.F.P.A. #13) L��L •� t-- SAME TRENCH SHALL HAVE M&H VALVE & FITTING CO. 2 N A LATERAL CLEARANCE OF O O / N 2. 4" GROOVED 90" ELL W 4" FLEX COUP. IRON FERRULE WITH CONCRETE PAD 30" MIN. 2 PIECE, 5-1/4 SHAFT, SCREW ^ •� ' BRASS COUNTERSUNK 18"SQUARE E6 3 "3O. 10ELECT. BELL o TYPE, CAT.NO. 461.5 OR p M CLEANOUT PLUG 1 CLEAR TOP OF EQUAL WITH WATER COVER +9'-T" U- 4 -- 4O. 4' FLOW SWITCH. - -- Y U PROJECTION BACKFILLED TRENCH METAL COVER PLAN 13 ® O _______ NOT USED - �n 3 PROVIDE SLEEVE 1/2" ------ U s 0 �� CLEAR AROUND PIPE FINISHED GRADE 1" CHAMFER a L °• o°• FINISH GRADE O 30' t4 6O. ------- NOT USED ------- NO.3 REINF.BARS WATER 4 N ---•5'_6" 7�. ------- NOT USED ------- TWO EACH WAY CAST IRON 2-WAY + 12" 18"x 18" CONO,COLLAR n COMBINATION FITTING -`- SANITARY SEWER 4" GROOVED "CENTRAL" SHOT-GUN-90 RISER 0 MIN g -- VA. W/ TRIM. s W/ NO-HUS BANDS 6"MIN 9"MIN SLOPE NOT MORE THAN 907 COMPACTED SOIL a OPEN TRENCH 1 IN 2, PIPE MUST NOT BE 4" GROOVED BUTTERFLY VALVE W/ TAMPER IIIA PLACED BELOW THIS LINE +3-10�i" 9 i � 1 10 4" FLEXIBLE GROOVED COUPLING a E 2 2" R2 17. 6"x11" REDUCING FLANGE d NOTE: CONCRETE AND SLEEVE FOR CASES RW LESS THAN +1'-6" _ 12 6" DUCTILE IRON UNDERGROUND SUPPLY i CONCRETE PAD TO BE FLUSH WITH FULL WIDTH NOT LESS NOT LESS 3'-0", OTHERWISE USE GATE VALVE 10 FINISH GRADE IN PAVED AREAS w STEPPED FOOTING Q THAN 18" 6"MIN THAN 16" RI 13 12 CAP. SPARE HEAD BOX W/ WRENCH ®I .1 NOTE: ,0,-y:,- II 14 HYDRAULIC INFORMATION PLACARD DATE 01/13/10 CONTRACTOR SHALL CONFER WITH GENERAL i CONTRACTOR WHERE CONDITIONS OCCUR - R1 4x2-4Yz GRV. x GRV. DRAWN BY w 6�� 12 R2 4x1-O GRV. x FLG. CHECKED BY S. PRUITT ti R3 44-2 GRV. x GRV. M.SCHEFLO i i JOB NO. 09084 2-WAY CLEANOUTPPE STHENC H WATER VALVE (ZONE CONTROL)LD FIRE P1 . 1 u O GRADE DETAIL NOT TO SCALE DE� „ I� NOT TO SCALE D OX DE� „ IL NOT TO SCALE S SPRINKLER RISEN DETAIL NOT TO SCALE ( 4 �g OF X SHEETS