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REVISIONS BY <br /> TONY REM <br /> San Joaquin County <br /> ..c. <br /> Environmental Health Department <br /> <` 1868 E. Hazelton Ave. SCULLERY AND GREASE TRAP <br /> •% Stockton, CA 95205 <br /> RP (209) 468-3420 <br /> �lFOR <br /> APPROVED WITH CONDITIONS ADDITION <br /> Cf) <br /> For conditions, please see approval letter dated: 4-3-19 w <br /> � � <br /> C��rt:e-uv- Date:Apr 03, 2019 C)Approved by: <br /> w 0 <br /> w = Q <br /> 3008co <br /> HAMMER LANE T E 12 <br /> U <br /> 3 <br /> z <br /> W -5 <br /> T 5 <br /> KT N A 2 7 <br /> Q O 0 <br /> PHONE : 209-487-4786 <br /> L <br /> U � <br /> CONSULTANTS z <br /> PROJECT SCOPE OF WORK GENERAL NOTES SHEET INDEX w NCo <br /> PLUMBING NOTES: W o o <br /> CONTRACTOR FURNISH AND INSTALL ON ALL MATERIAL AND LABOR TO GIVE A W CO M <br /> � <br /> COMPLETE AND OPERATING SYSTEM TO THE OWNER FOR THE FOLLOWING SYSTEMS ALL WORK SHALL CONFORM T❑ THE FOLLOWING CODES: PLUMBING MECHANICAL ENGINEER Z c ,� 0,� <br /> L <br /> aU0 � <br /> AND STRUCTURES: 2016 CBC z O O <br /> 1. FURNISH AND INSTALL ONE 750 GALLON GREASE TRAP FOR THE PROJECT. 2016 CPC GDMD Engineering, Inc. 0 U N J LL.M E <br /> 2. FURNISH AND INSTALL 1 WATER HEATER WITH GAS LINE FOR NEW SINK. 2016 CEC 2016 CMC PO COVER SHEET 2723 Tejon St 0 `V a 0) <br /> 3. FURNISH AND INSTALL 1 HANDWASH SINK AND 1 3 COMPARTMENT SINK. POA SCHEDULES, DETAILS, AND NOTES Lodi Ca 95242 0 � E <br /> CONTRACTOR SHALL KEEP ALL INSTALLATI❑N INSTRUCTI❑NS FOR PLUMBING FIXTURES, ACCESS DOORS, <br /> ALL WORK IS REQUESTED TO BE PERFORMED BY OWNER/LEASEE. OWNER/LEASEE SEALING <br /> ITRMATERIAL, FIREIR STOPPING, ETC. ONSITE IN WATERPROOF POUCHES FOR THE INSPECTING P1 FLOOR PLANS Phone: 209-367-0899 w <br /> CARRY$1,000,000 LIABILITY INSURANCE,W/$1,000,000 AGGREGATE, $1,000,000 <br /> WORKERS COMP AND SHALL NAME OWNER OF BUILDING ET.AL.AS ADDITIONAL PLUMBING CONTRACTOR SHALL SUBMIT 7 SETS OF SUBMITTALS FOR REVIEW AND COMMENT BY THE Fax: 209-367-0898 <br /> INSURED. ENGINEER AND ARCHITECT OF RECORD FOR THE FIXTURES LISTED AND THE MATERIAL To BE USED <br /> AND INSTALLED ON THIS PROJECT AND SHALL MAKE THE APPROPRIATE CHANGES AS DIRECTED BY <br /> DEFERRED APPROVAL THE ENGINEER AND ARCHITECT AT NO ADDITI❑NAL COST TO THE OWNER, <br /> 1. THERE ARE NO DEFERRED APPROVALS, NO ELECTRICAL NOR FIRE SPRINKLER <br /> WORK. MATERIALS: <br /> COLD AND HOT WATER <br /> TYPE 'L' COPPER ABOVE GROUND AND TYPE 'K' BELOW, FURNISH SHUTOFF VALVES WHERE SHOWN, <br /> SHUT OFF VALVES SHALL BE BALL TYPE WITH TEFLON SEATS, STAINLESS STEEL BALL, AND <br /> DOUBLE O-RING STEM 1/4 TURN, VALVES TO BE RATED FOR WOG SERVICE, PR❑VIDE DIELECTRIC <br /> UNIONS AT ALL DISSIMILAR METAL CONNECTIONS, INSULATE HOT WATER SUPPLY AND RETURN LINES <br /> W/1" FIBERGLASS ASJ MEETING THE REQUIREMENTS OF T-24 MANDATORY FEATURES, <br /> SCH 40 CPVC BELOW GRADE OUTSIDE, SIZE AS INDICATED ON THE DRAWINGS, CONTRACTOR SHALL co <br /> COORDINATE HIS WORK WITH OTHER TRADES, CONTRACTOR SHALL DISINFECT WATER LINES PER AWA N <br /> GUIDELINES AND PR❑VIDE THREE COPIES FROM AN INDEPENDENT TEST LAB, WATER SHALL BE <br /> TESTED FOR WATER BORNE BACTERIUM, SPORIDIUM AND OTHER PATHOGENS AT THE TIME OF Lii <br /> OCCUPANCY AND CERTIFY THE SYSTEM PASSED THESE TESTS, <br /> TEST WATER LINES AT 1.5 TIMES WORKING PRESSURE FOR LEAKS NOT TO EXCEED 100 PSIG. HOLD U <br /> PRESSURE FOR 24 HOURS, - z <br /> LU <br /> SEWER AND RWL'S - ABS PIPE AND FITTINGS ABOVE AND BELOW GRADE, CI PIPE WITH z <br /> ESCUTCHEONS WHERE PROHIBITED BY CODE AND THE LOCAL JURISDICTI❑N, CLEAN❑UTS SHALL BE J Q O <br /> PROVIDED EVERY 100 FT AND AT EACH CHANGE OF DIRECTI❑N GREATER THAT 909, USE OF ABS w J LL <br /> PIPE IS LIMITED TO BUILDINGS 2 OR LESS STORIES IN HEIGHT AND CANNOT BE USED WITHIN FIRE <br /> RATED ASSEMBLIES, ALL SEWER LINES SHALL BE SLOPED AT A MINIMUM OF 1/4" PER 1 . O <br /> LINES -- SEE SEWER LINES, CVENT U <br /> HVAC CONDENSATE DRAIN LINES - TYPE 'M' COPPER PIPE AND FITTINGS INSIDE BUILDING AND SCH w <br /> 40 PVC PIPE OUTSIDE BUILDING, PR❑VIDE CLEANOUT AT EACH CHANGE OF DIRECTI❑N AND AT C❑IL z z <br /> C❑NNECTI❑N, SLOPE LINES AT 1/8" PER 1'. w = 0 <br /> TEST SS AND RWL DRAIN LINES PER SECTION 723,1 AND 1106,2,2 RESPECTIVELY. TEST CONDENSATE FL: UJ <br /> DRAIN LINES USING SECTI❑N 1106,22 C) = U <br /> w <br /> GAS � Q <br /> 5 PSI SERVICE - 2-1/2" AND SMALLER SHALL BE SCH 40 GI SCREWED PIPE AND FITTINGS, 3" <br /> AND LARGER SHALL BE SCH 40 WELDED PIPE AND FITTINGS, EXPOSED PIPE SHALL BE GALVANIZED, C53 <br /> VICINITYMAP BURIED PIPE SHALL BE COVERED WITH X-TRU COAT, ALL PIPE INSIDE BUILDING SHALL BE WELDED, <br /> 7" WC SERVICE - SCH 40 GALVANIZED IR❑N PIPE AND FITTINGS OUTSIDE BUILDING AND SCH 40 <br /> BLACK IR❑N PIPE INSIDE BUILDING, PAINT WHERE EXPOSED TO INTERI❑R FINISHES, <br /> TEST 7-11" WC GAS AND LPG LINES USING AIR AT 15 PSIG. OBSERVE FOR 24 HOURS FOR LEAKAGE. <br /> TEST ALL GAS LINES WITH HIGHER PRESSURES THAN 11" WC AT 1,5 TIMES WORKING PRESSURE, CONAL <br /> °ed <br /> a.efbYpdLP6 MINIMUM PRESSURE OF 50 PSIG, H❑LD TEST FOR 24 HOURS, �5 F� <br /> FIXTURES <br /> ROUGH IN ALL ACCESSIBLE FIXTURES PER THE DETAILS FOUND IN CBC CHAPTER 11, THE a <br /> ARCHITECTURAL DRAWINGS AND LOCAL CODE REQUIREMENTS, NOTIFY ARCHITECT IN WRITING OF <br /> N0. M29759 Q <br /> LOCATION ❑F <br /> PROPERTY CONFLICTS, REN. 6-30-20 <br /> EXISTING BUILDING DATA — <br /> � SUBMITTALS F � <br /> " ..�� <br /> PROVIDE SEVEN SETS ❑F SUBMITTALS FOR REVIEW, OF C P�-�� <br /> °.�r�b, UNCHANGED <br /> INSTALLATI❑N <br /> BRACE ALL PIPE AND DUCT SYSTEMS PER SMACNA SEISMIC RESTRAINT GUIDELINES INCLUDING <br /> ° �M °'.0 CHANGES OF DIRECTION AND CHANGES IN ELEVATION ❑F MORE THAN 10'. OCCUPANCY GROUPS: B,A-3 <br /> DRAWN <br /> CPVC INSTALLATI❑N TYPE OF CONSTRUCTION: VB NR <br /> INSTALLATI❑N OF CPVC FOR NEW AND REPLACEMENT SYSTEMS MUST COMPLY WITH THE CHECKED <br /> REQUIREMENTS AS STATED IN CHAPTER 6 AND INSTALLATI❑N STANDARDS IAPM❑ IS-20-2005, ALL FIRE SPRINKLERED: YES, EXISTING GD <br /> PROCEDURES MUST BE FOLLOWED FOR FLUSHING AND WORKER SAFETY MEASURES, INCLUDED ARE EXISTING OCCUPANCIES: UNCHANGED DATE <br /> THE PENALTIES AS STATED ON CHAPTER 6 (g), ANY CONTRACTOR OR SUBCONTRACTOR FOUND TO 03-26-19 <br /> HAVE FAILED TO COMPLY WITH THE VENTILATI❑N GLOVE OR FLUSHING REQUIREMENTS OF SECTI❑N SCALE <br /> 1.2.2 OF APPENDIX I OF THIS CODE, INSTALLATI❑N STANDARDS FOR CPVC SOLVENT CEMENT HOT AND AS NOTED <br /> COLD WATER DISTRIBUTION SYSTEMS. IAPMO IS-20-2005 SHALL BE SUBJECT To THE PENALTIES ON PARKING SPACES EXISTING: UNCHANGED <br /> HEALTH AND SAFETY CODE, DIVISION 13, PART 15 CHAPTER 6 SECTI❑N 17995. JOB N0. <br /> TENANT PARKING: EXISTING 2019-030 <br /> IN ADDITION IF DURING THE CONDUCT OF ANY BUILDING INSPECTION, THE BUILDING OFFICIAL FINDS SHEET <br /> THAT THE VENTILATION AND GLOVE REQUIREMENTS OF SECTI❑N 1,22 OF APPENDIX I OF THIS CODE, C.B.C: 2016 <br /> SPECIAL REQUIREMENTS FOR CPVC INSTALLATION WITHIN RESIDENTIAL BUILDINGS ARE BEING <br /> VIOLATED, BUILDING OFFICIAL SHALL CITE THE CONTRACTOR OR SUBCONTRACTOR FOR THE ADDRESS: 3008 E HAMMER LANE <br /> VI❑LATI❑N UNDER THE CALIFORNIA PLUMBING CODE. STOCKTON, CA 0 <br />