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qqN PLUMBING NOTES 1. HORIZONTAL WASTE&STORM DRAIN PIPING TO RUN WITH 2% MINIMUM SLOPE&BE INSTALLED PER REQUIREMENTS OF 2019 CALIFORNIA PLUMBING CODE. 2. PIPING IN BUILDING TO BE SUPPORTED&SEISMICALLY BRACED PER REQUIREMENTS OF THE 2019 CBC&CPC. 3.VERIFY THE LOCATIONS OF ALL PIPING POINTS OF CONNECTION BEFORE STARTING WORK. 4. COORDINATE CONNECTION TO PROPANE STORAGE TANK WITH PROPANE SERVICE PROVIDER BEFORE STARTING WORK. 5. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS WHERE REQUIRED BY LOCAL CODES.PROVIDE DEEP SEAL TRAPS FOR FLOOR DRAINS&FLOOR SINKS WITHOUT TRAP PRIMERS. ° 6.ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE.THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH CABINETS, ° EQUIPMENT,ETC.&THE OWNERS REPRESENTATIVE PRIOR TO ANY INSTALLATION.CLEANOUTS TO BE PROVIDED PER THE 2019 CALIFORNIA PLUMBING CODE. 0 1 7.ALL VALVES OR EQUIPMENT IN NON-ACCESSIBLE LOCATION TO BE INSTALLED BEHIND AN ACCESS PANEL. I 8.ALL VENTS THRU ROOF TO TERMINATE A MINIMUM OF 10 FEET FROM ANY OUTSIDE AIR INTAKE. I 9. PROVIDE PROPANE PIPING TO PROPANE EQUIPMENT&MAKE ALL FINAL CONNECTIONS REQUIRED FOR OPERATION.PROVIDE A SEDIMENT TRAP AT EACH APPLIANCE CONNECTION TO THE PROPANE PIPING SYSTEM PER CPC 1211.8.ALL GAS FIRED APPLIANCES&EQUIPMENT TO BE ORDERED WITH PROPANE ° CONVERSION KIT. 0 I _ ° _I 10. PROPANE APPLIANCE CONNECTORS TO BE HAND OPERATED QUICK DISCONNECT DEVICES EQUIPPED WITH AN AUTO SHUTOFF VALVE COMPLYING WITH I CALIFORNIA PLUMBING CODE SECTION 1212.6. 0 I ° 11. INSTALL SHUT-OFF VALVES ON ALL HOT&COLD WATER LINES TO FIXTURE OR EQUIPMENT. 0 12. PROVIDE WATER SHOCK ARRESTORS OR AIR CHAMBERS WHERE SHOWN OR REQUIRED BY THE 2019 CALIFORNIA PLUMBING CODE. JULIO J. TI N AJERO 0 13. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY THE 2019 CALIFORNIA PLUMBING CODE. LEAD DESIGNER I 14. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES.CONTRACTOR SHALL CHRISTOPHER L. DAY, P.E. HB o REVIEW ARCHITECTURAL AND EQUIPMENT PLANS. PROJECT ENGINEER ° 15. REFER TO UTILITY SITE PLAN FOR ADDITIONAL PLUMBING REQUIREMENTS. L J 16. HOT WATER PIPING TO BE INSULATED.INSTALL INSULATION SHIELDS AT PIPE HANGERS&SUPPORTS. STAMP: 24.WATER PIPING TO BE TYPE M COPPER ABOVE GROUND&TYPE K UNDERGROUND. ° - 17. PROPANE PIPING TO BE SCHEDULE 40 BLACK STEEL WITH UNDERGROUND PIPING INSTALLED WITH APPROVED PG&E WRAP,PIPING OUTSIDE OF BUILDING TO 4gOFESSIpN9 BE GALVANIZED. l 0 ° �� 18.WASTE,VENT&STORM DRAIN PIPING TO BE CAST IRON OR ABS DWV WHERE ALLOWED LOCALLY. �` CHRIS cti LLO 19. INDIRECT WASTE PIPING TO BE COPPER DWV. 0. 309 ex " 6/30/23 I o CI V IL ti� I pF CIAO I /� ° KEY NOTES �/� I I 3"RD ° 1 0 11/2"COLD WATER TO WELL PUMPING STATION APPROXIMATELY 300 FEET AWAY.SEE SITE UTILITY PLAN FOR CONTINUATION. SUBMITTAL DATE t ° I 0 3/4" PROPANE UP THRU GRADE CLOSE TO WALL TO SHUTOFF VALVE& 10 LB TO 11"WC PRESSURE REGULATOR INSTALLED LOW AS POSSIBLE WITH 11/2" 11"WC DISCHARGE UP AND THRU WALL.LONGEST PIPE RUN FROM REGULATOR TO LAST APPLIANCE IS 80 PLANNING DEPT: 05-01 -19 FEET.450 CFH TOTAL DEMAND. BUILDING DEPT: 03-18-22 I ° I 0 3/4" PROPANE (10 PSI)TO PRESSURE REGULATOR AT PROPANE TANK APPROXIMATELY 400'AWAY.450 CFH. PUBLIC WORKS: 03-18-22 5 — ° — — Q 3"STORM DRAIN FROM ROOF/OVERFLOW DRAIN,DROP IN WALL TO BELOW GRADE TERMINATING THRU FACE OF CURB. SURVEY: 3"RD 05 3"OVERFLOW DRAIN FROM ROOF/OVERFLOW DRAIN TO TERMINATE THRU FINISHED EXTERIOR WALL WITH JR SMITH 1770 NICKEL 4 BRONZE DOWNSPOUT NOZZLE.SEE A2&A2.1 FOR LOCATION OF PIPE TERMINATION. © SEE SITE UTILITY PLAN FOR CONTINUATION OF 4"WASTE TO SEPTIC TANK. REVISIONS 1" 0 SEE SITE UTILITY PLAN FOR CONTINUATION OF 6" DRAIN FROM TRUCK WASH TRENCH DRAIN TO SAND/OIL INTERCEPTOR. 11/2" Fco SA No. Description Date HWC 0 INSTALL PIPING HIGH AS POSSIBLE ABOVE FLOOR RUNNING NEAR BOTTOM OF ROOF TRUSSES. s 4„ TWH 0 4"VENT THRU ROOF. 4 10 3/4" PROPANE DOWN WITH 3/4"CONNECTION TO EACH INFRA-RED HEATER USING UL LISTED FLEX CONNECTOR WITH SHUT-OFF VALVE,150 CFH EACH HEATER.TOTAL PIPE LENGTH TO GAS PRESSURE REGULATOR IS 80 FEET. _ H 10 3/4'(150) 10 e"(300) 10 8 1/4"(450) 3"RD 2 HB'' 6-111211 5 1/2"(400) 1� 6 4 --03 PLUMBING FIXTURE & EQUIPMENT SCHEDULE Q MARK FIXTURE MANUFACTURER MODEL NUMBER TRIM z j HWC WATER CLOSET-ADA AMERICAN STANDARD 3461.128 SLOAN ROYAL#110-1.2 O_ L LAVATORY AMERICAN STANDARD 0496.221 AMER.STD. 1340.225 FAUCET 0 It O � GRID DRAIN,SPEEDWAY SUPPLIES < O TWH WATER HEATER EEMAX SP3208 3000 W,208/1/60 ELEMENT 0 CO CC Q HB HOSE BIBB ACORN 8151 VACUUM BREAKER J 0 0 r FCO FLOOR CLEANOUT J.R.SMITH 4051 y GCO GRADE CLEANOUT J.R. SMITH 4251 0 0 Q Q SA SHOCK ARRESTER J.R.SMITH 5010 z 0 Q Z) m � v O C� PLUMBING FLOOR PLAN z °C J Z M r W 1/8" = 1'-0" � Woc J WLO O 2 < 0m O O cn ROOFDRAINAGE BASISOF DESIGN Ill Q 'Q♦ i TOTALMR0QFDRAINS= ADRAIN. Q W W Ln ROOF DRAINS&RAINWATER PIPING ARE SIZED FOR A RAINFALL OF 3"PER HOUR PER 2019 CPC TABLES 1101.8&1101.12 WITH MAXIMUM ALLOWED AREA FOR 3"ROOF DRAIN 0 O U IS 2930 SF.1096 SF FOR 3"HORIZONTAL PIPE RUNNING AT 1/8"SLOPE PER FOOT TO CURB& 2192 SF FOR 3"HORIZONTAL PIPE RUNNING AT 1/2"SLOPE PER FOOT FROM ROOF DRAIN. 0 N H 1�L Q N LHS Q DATE: 03-18-22 SCALE: 1/8"=1'-0" DRAFTER: J. PUTNEY JOB NUMBER: 17-973 SHEET: P 1 - B ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF MILESTONE ASSOCIATES IMAGINEERING, INC., AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF MILESTONE ASSOCIATES IMAGINEERING, INC. (C)2022 MILESTONE ASSOCIATES IMAGINEERING, INC. ALL RIGHTS RESERVED.