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Home My WebLink About2367-P-1r I 0 Ln 6 z z cc m FIXTURE CONNECTION SCHEDULE SYMBOL FIXTURE IMIN-PIPE SIZE DESCRIPTION S. OR W. SEWER/WASTE ABOVE GRADE -- -'--' S. OR W. SEWER/WASTE BELOW GRADE 105°F - 200°F S. W V Cw Hw T HW. HOT WATER SUPPLY PIPE �.tJDiC,Ap HWR. HOT WATER RETURN PIPE G G. GAS PIPE �A�M�:RIC�►tJ �'fD.'' MAt�E(LA F - I 0A16X 20 2't I II -- 10 # 2.221.01 a til,op tJ # 110 D GLS&T DRAIN PIPE A A. AIR (COMPRESSED) d c -e Toto" e-:)e,&'f * 3 15coco POINT OF CONNECTION 1J#t001-, G.V. GATE VALVE WHA W/ AP WATER HAMMER ARRESTOR W/ACCESS PANE �Ta" �- 2 C:I..C��r'f �" a 2 I I - I N 1 # 2221.DI8 `IcAo*lrj BEL. BELOW GRD. GRADE � G�tJTO Gp' � �EO•T ##� 5 00 G G FLOOR t�lp -+. YCO. YARD CLEANOUT FCO. FLOOR CLEANOUT IIAM>✓(1-I�tJ ST C�.j1 �LLpS¢t!�1�. � CLEANOUT 'LSI I V2' I '' - I 111 Cv 1540.01 "4A oarJ " # 180-1 � -� 5 l.J>z11�aL II Ari E�?- I Cai+l ebTID,'' NLL1790OK- F _ `t IJ IZI NAL 211 II/V' Cas 40. d 1 �I �I,DP•r�.! N 18U - I , 5 e -- )C -T 11 V_0H L..EM. 9- -F=-5 F= -5 1. WA-TolzY 211 lye." V211 V21' I 1/2'I #,1 '72 5 (20X18) TFzI M # -1441- T -TL. . e-;?TOF=*, rvUPFLtr e-, # F- T9 -,.6-.P 11 1 �2,I 1�2 11 1 el I y2' KI33�8CGl�ROME� # v Zzoz TRIM *V- E 0 32 2. F-� DOL)15LE. 11 2 I i1 1�2/2 I P it I2 � I� 11 12 014014LIEIZ" * 13580 PoL.ISPE-0 �-HROMI; 51 N Ic. WCLCVe9- coWT$zOLSrFzAyER,,15E 10 Ori #I" `1-1 12ov. I �p Cpo -) SUPrLI ES P T �$ 5 ��VIC� 2� 1VV 1/211 V21 lh" c.,�t� Sm" rL�W r L.. - 1_740►CW171zIM*8344.111,GUArxo I 41 ,CSI It N 4� 80503. ova S40W e 2- II 1-0 H L C- Fz " PSfzvA•\/t„ J P•A• # (v8 44, F-� 4 czAa * 211 111_�'L11 !�zN VZU 11)x" *104(,--T w/Gt H Lo&o '.DfZA 11-4 '' J. fZ. 45M 1 TWO CX2^ 10 It 2w0_-.) 5 -,A RA J DI CSP µ e I- F -10 4PAk [- z NPO, Z" 1y211 y21i 1/2ii (1ha �- �z. T"iNo Dr�,d• 1 !.I M 1X l K16 VAL V S 9--6:704-4 SWowe%?_ WeAc> '' J , R . SM I T H `I 4 Zer-)5 -A 09A I tJ "44W 6" *f- 0WaF%8 (STa.IoLv7z7 c-JtL.) Good it 12. 120 u , 1 , (00 4.4-A. (Pw& W) 5 L ILr4Y ' �-�TUt� I P51 L.T 4� 81 ' �D - V �- 12 I N IL 211 I %2'' %21' 1�2'� I Y21' L V_ - 80 SOAP 0r=*I1 -rF4 M * Ue- - I (ol G-' , �UPf i� PL4x,p_ 218 (y21i - - I y21t J, 9- SH I -TN 2-006- A DRA t til IBJ 11H -f ISP f f2A M ep. F_14 F-L00E- CDF204 I4 1•.I Mc.. I V211 II J. P_ 5rt I IH '' � 1>00�t . G,,NQaINro-r 6_09-00H0. PooF JOOE1�' 11o2�Go VG F-1-7 pr , l r! - - - -- - F'povt o f ExTraloNs * Uw oelzC7a:. L. 41-1PS 3 P60F DpMWS A%I5!Nr_ X10 loo. " Jo" e0b" * 112 oco oG t.7r2^ - - -- - - r-0V10F. PKTE"SIONS 4� U0QC-fx JE(::4 C.la l P5 G ROOF oVF F `U0Wti S AZOWE RM 0160 PLUMBING LEGEND FLZTID Z PIPE SIZE INSULATION MC NESS S. OR W. SEWER/WASTE ABOVE GRADE -- -'--' S. OR W. SEWER/WASTE BELOW GRADE 105°F - 200°F S. EXISTING SEWER MAIN - CW. COLD WATER SUPPLY PIPE -- HW. HOT WATER SUPPLY PIPE - - - HWR. HOT WATER RETURN PIPE G G. GAS PIPE RD R.D. ROOF DRAIN O D O.D. OVERFLOW DRAIN DS D.S. DOWNSPOUT D D. DRAIN PIPE A A. AIR (COMPRESSED) P.O.C. POINT OF CONNECTION G.V. GATE VALVE WHA W/ AP WATER HAMMER ARRESTOR W/ACCESS PANE A.P. ACCESS PANEL P.R.V. PRESSURE REDUCING VALVE P.R.V. PRESSURE RELIEF VALVE BEL. BELOW GRD. GRADE FLR. FLOOR YCO. YARD CLEANOUT FCO. FLOOR CLEANOUT CO. CLEANOUT ABV. ABOVE CLG. CEILING EQUIPMENT LIST, AG- I AI R HAKE- I WGEfzx,_ 94A40 Mom L. - # 5 N CAPAC.I T %f - 20 GPM a e-;iP L Hess m e -r, 80 CvA.L, VER -T I S\1 a IL ELSGT R -I CAL - 5 H P, 15. Z r --LA w5v. , 3 c> , Co o ---- OfL-I Hoe --)6 p-eet.. G RoVeR- - 28040 er=P4 E5 W1TH 0 2850U AlFz,28510WAT 45642 ELec, W1261014, E Num SUP MOUNT I NIO F-00 L. #_ _12.0B^ ENCS FIAWELS # Z840K , 1 88�}O FEEL P%A"-fr0FR f LATE I a PIPE INSULATION SCHEDULE FLZTID Z PIPE SIZE INSULATION MC NESS INSULATION VALUE 105°F - 200°F 1" AND LESS 1.0" R= 4.0 105°F - 200°F 14" - 2" 1.5" R = 4.0 105°F - 200°F 24" - 4" 2.0" R = 4.0 RECORD_DRAWIN THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART. BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., HAS NOT VERIFIED THIS INFORMATION AND IS NOT RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY, NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT. GENERAL NOTES 1. ALL SOIL AND WASTE PIPING 2" AND LARGER, AND ALL VENT PIPING 1 1/2" AND LARGER SHALL BE SERVICE WEIGHT CAST-IRON SOIL PIPE. 2. DOMESTIC WATER PIPING. BOTH W/WROUGHT COPPER FITTINGS. UNDERGROUND - TYPE "K" HARD DRAWN COPPER ABOVEGROUND - TYPE "L" HARD DRAWN COPPER 3. FUEL GAS PIPING SCH. 40 BLACKSTEEL PIPE WITH BLACK MALLEABLE SCREWED FITTINGS. 4. ROOF DRAINAGE SYSTEM SHALL HAVE STANDARD WEIGHT CAST-IRON PIPE BELOW GROUND AND ABOVEGROUND. 5. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY AUTHORITIES HAVING JURSIDICTION. 6. CONTRACTOR SHALL ARRANGE AND PAY COST FOR METER INSTALLATION, SEWER CONNECTIONS, PERMITS, ETC. 7. CONTRACTOR SHALL VERIFY SIZE, DEPTH, LOCATION, AND ADEQUACY OF ALL UTILITIES, INCLUDING METER LOCATIONS AND SEWER INVERTS PRIOR TO START OF WORK. 8. CONTRACTOR SHALL INSTALL CLEANOUTS WHERE LOCATED AND AS REQUIRED BY CODE, ALL CLEANOUTS MUST BE ACCESSIBLE. 9. ALL WORK SHALL CONFORM WITH LOCALS CODES AND OTHER AUTHORITIES HAVING JURISDICTION. 10. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCES. 11. FOR ROUGH -IN ELEVATIONS OF FIXTURES, REFER TO ARCHITECTURAL DRAWINGS. 12. ALL LINES UNDERGROUND SHALL BE LOCATED AWAY FROM BEARING FOOTINGS OR AS INSTRUCTED UNDER STRUCTURAL ENGINEERED DRAWINGS. 13. INSTALL BACKFLOW PREVENTER DEVICES AS REQUIRED BY LOCAL CODE. 14. ALL PENETRATION OF FIRE -RATED SURFACES SHALL BE MADE WITH A NON-COMBUSTIBLE MATERIAL OF A FIRE RATING EQUAL TO THE MATERIAL PENETRATED AND SHALL BE COMPLETELY FIRESTOPPED. REFER TO ARCHITECTURAL PLANS TO DETERMINE FIRE -RATED SURFACES AND INCLUDE ALL COSTS IN BASE BID. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT EQUIPMENT BEING PROVIDED AND INSTALLED BY HIM WILL FIT DIMENSIONALLY IN LOCATIONS SHOWN ON THE CONTRACT DRAWINGS. 16. PLUMBING COLD WATER AND HOT WATER LINES HAVE BEEN SIZED BY THE UNIFORM PLUMBING CODE 1988 APPENDIX "A". 17. EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL DRAWINGS. COORDINATE PIPE ROUTINGS IN WALLS WITH RECESSED EQUIPMENT. 18. EACH LAVATORY AND SINK HAVE ITS OWN SHUT OFF VALVE. 19. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE NOT LESS THAN TEN FEET FROM OR AT LEAST THREE FEET ABOVE, ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT, NOR LESS THAN ONE FOOT FROM ANY VERTICAL SURFACE. 20. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INDICATED ON DRAWINGS. 21. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. PROVIDE AND INSTALL ISOLATION UNIONS ON ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 22. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. (INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH ARMSTRONG "ARMOFLEX" OR EQUAL.) 23. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND THE ELECTRICAL LIGHTING LAYOUT. 24. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 25. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 26. ALL PIPING DISCHARGING INTO FLOOR -SINKS AND/OR FLOOR -DRAINS SHALL HAVE A MINIMUM AIR GAP AS REQUIRED BY LOCAL CODES. 27. WHERE STREET MAIN PRESSURE EXCEEDS 80 PSI, PROVIDE PRESSURE REDUCING VALVE ASSEMBLY COMPLETE WITH RELIEF VALVE SET AND SET AT 65 PSI. 28. ALL SEWER PIPING BELOW FLOOR SHALL BE SLOPED AT A MINIMUM OF 1/4 INCH PER FOOT. 29. SHOWERHEADS, LAVATORY FAUCETS AND SINKS (NOT INCLUDING SERVICE SINK FAUCETS) SHALL MEET THE FLOW REQUIREMENTS OUTLINED. IN THE APPLIANCE EFFICIENTY STANDARDS. 30. LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED WITH OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM OR WITH SELF CLOSING FAUCETS THAT LIMIT DELIVERY TO A MAXIMUM OF 0.25 GALLONS OF HOT WATER FOR RECIRCULATING SYSTEMS AND TO A MAXIMUM OF 0.5 GALLONS FOR NON -RECIRCULATING SYSTEMS, AND SHALL BE EQUIPPED WITH DEVICES THAT LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF 110 DEGREES FARANHEIT. CITY OF FONTANA FIRE STATION NO. .T" _JrM imm FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE PROTECTION DISTRICT CONSULTANT JON HAMMOND ENGINEERS Engineering Consultant 2472 Chambers Road, Suite 130 Tustin, CA 92980 (714) 544-0039 APPROVED F /ED as me, mm &- - i An M, 70, Em 0=0 mmm TITLE SHEET DRAWN R-14U"TER CHECKED R•N DATE FCS/ 1 94 SCALE NbN E JOB NO.101)o235oC P- 1 Dwev, Na 2369