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SHEET TITLE:DRAWING SHEET NO:COPYRIGHT:CHECKED BY:DRAWN BY:DATE:CAD FILE:PROJECT NO:ISSUE:MARKDATEDESCRIPTIONCordell Constructions, Larry Johnson; Phone: 408-221-8126COVER SHEETA000The Oxford Kitchen andGastropub110W OAK STREETLODI, CALIFORNIA,9210Sheet ListSheet Number Sheet NameF001 GR. FLOOR EGRESS PLANF002 2ND FL FIRE SAFETY PLANF003 2ND FLOOR EGRESS PLANFR001 FIRE PROTECTIONM000 MECHANICAL NOTESM001 GR. FLOOR MECH. PLANM002 2ND FLOOR MECH. PLANM003 GR. & 2ND FLOOR MECH. PLANSM004 MECHANICAL ROOF PLANM005 DETAILSM009 DETAILSM010 MECHANICAL 3D VIEWP000 PLUMBING NOTESP001 GROUND & 2ND FL GAS SUPPLY PLANSP002 GROUND FL SANITARY & WATER SUPPLY PLANSP003 2ND FL SANITARY & WATER SUPPLY PLANSP004 PLUMBING RISER DIAGRAMSP006 DETAILSP007 DETAILSS000 STRUCTURAL NOTESS001 FOUNDATION PLANS002 SLAB PLANS003 GROUND FLOOR STRUCT. WALL PLANS004 GROUND FLOOR FRAMING PLANS005 SECOND FLOOR STRUCT. WALL PLANS006 SECOND FLOOR FRAMING PLANS007ROOF FRAMING PLANSheet ListSheet Number Sheet NameA000 COVER SHEETA001 EXISTING FLOOR PLANSA002 DEMOLITION FLOOR PLANSA003 PROPOSED GR. FLOOR PLANSA004 PROPOSED 2ND FLOOR PLANSA005 CEILING PLANSA006 BASEMENT & ROOF PLANSA007 SITE PLANA008 FLOOR FINISH PLANA009 PROPOSED EQ. GR. FLOORA010 PROPOSED EQ. PL.2ND FLOORA011 EXISTING ELEVATIONSA012 PROPOSED ELEVATIONSA013 SECTIONSA016 DETALISA017 SCHEDULESA018 ADA REQUIREMENTSA019 ADA REQUIREMENTSE000 ELECTRICAL NOTESE001 GR. FLOOR POWER & LIGHTING PLANSE002 2ND FLOOR POWER PLANSE003 SCHEDULESE004 DETAILSF000 GR. FL FIRE SAFETY PLANPROJECT DATA BUILDING DATA:EXISTING OCCUPANY RESTAURANT 5900 SFPROPSED OCCUPANY RESTAURANT 6846 SF KITCHEN =1030 SF/200= 5.15 OCC DINING AREA = 935 SF /15=62.33 BAR DINING AREA =1294 SF /15=86.26BAR DINING AREA 2ND = 510 SF /15=34.00 TOTAL OCCUPANT LOAD=187,74 OCC.PROJECT DESKRIPTION:NEW PARTITION WALLS,NEW RESTROOM,KITCHEN,BARROOM ,NEW OUTDOOR SEATING,NEW CGL,SOFFITS&FINISHES PROVIDE.NEW ORGANIZATION OF MEZANIN WITH THREE ROOMS FOR THE RENT.PROEJECT ADDRESS:110W OAK STREET LODI, CALIFORNIA,9210BUILDING CODES:2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGreen), PART 1120072016 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1 AND 2, PART 2, TITLE 24, .C.R. (2009 INTERNATIONAL BUILDING CODE)2016 CALIFORNIA RESIDENTIAL CODE PART 2.5, (2009 INTERNATIONAL RESIDENTIAL CODE)2016 CALIFORNIA ELECTRIC CODE (CEC), PART 3, TITLE 24, C.C.R. (2008 NATIONAL ELECTRICAL CODE)2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24, C.C.R. (2009 UNIFORM PLUMBING CODE)2016 CALIFORNIA ENERGY CODE (CEC), (PART 11, TITLE 24, C.C.R)2016 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R. (2009 INTERNATIONAL FIRE CODE)2016 CALIFORNIA EXISTING BUILDING CODE, PART 10 (2009 INTERNATIONAL EXISTING BUILDING CODE)OCCUPANT LOAD SUMMARY 2007 cbc,table 1004.1.1TOTAL -------187,74 OCC. EXIT WIDTH REQUIRED(TABLE 1005.1) 187,74x0.15=28,161"MIN.NUMBER OF REQUIRED FIXTURES SUMMARY 2007 cbc,table 422.1TOTAL -------182,59 OCC. MINIMUM PLUMBING FACILITIES(TABLE 422.1) 182,59x0.5=91,295GENERAL BUILDING NOTESSCOPE:1.01THE CONSTRUCTION CONTRACT RELATED TO THE WORK OF THISPROJECT IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGHFULLY CONTAINED THEREIN.1.02THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL COMPLETE ALL WORK REQUIRED TO RECEIVE ACERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL HAVINGJURISDICTION OVER THIS PROJECT. THE SCOPE OF PERMIT COMPLIANCE WORKIS INCLUDED IN THE GENERAL CONTRACT FOR CONSTRUCTION OF THISPROJECT. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTORAND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR AND GOVERNED BY ALL OFTHE REQUIREMENTS THEREUNDER.1.03PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CONTRACTOR,GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE PROJECTSITE, AND BY THEIR OWN INVESTIGATION, DETERMINE EXISTING SITECONDITIONS AS TO THE QUANTITIES OF MATERIALS, LABOR HOURS, AND ANYOTHER COST ASSOCIATED WITH WORK THAT IS TO BE DONE UNDER THEIRCONTRACT AND AS REQUIRED TO PASS ALL BUILDING PERMIT INSPECTIONS.ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITY SHALL BEMADE BY EACH SUBCONTRACTOR AT THEIR EXPENSE.1.04PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERINGCONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALLVERIFY AND CONFIRM THE DESIGN REQUIREMENTS OF ALL NEW ANDEXISTING ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ANDELECTRICAL SYSTEMS AND REPORT ANY AMBIGUITIES ORDISCREPANCIES CONTAINED IN THE CONTRACT TO THE OWNER INWRITING. ALL MODIFICATIONS REQUIRED TO COMPLETE THE CONTRACTRESULTING FROM AMBIGUITIES OR DISCREPANCIES NOT REPORTEDPRIOR TO CONTRACT APPROVAL SHALL BE MADE BY EACHSUBCONTRACTOR AT THEIR EXPENSE.APPLICABLE LAWS, ORDINANCES,REGULATIONS AND STANDARDS2.01THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL CONFORM TO THE LATEST APPLICABLE,ADOPTED EDITION OF THE CALIFORNIA CODE OF REGULATIONS, TITLE-24,CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIAMECHANICAL CODE, CALIFORNIA ELECTRICAL CODE, AND ALL LOCALCODES AND ORDINANCES REQUIRED TO RECEIVE A CERTIFICATE OFOCCUPANCY FROM THE BUILDING OFFICIAL HAVING JURISDICTION OVERTHE PROJECT.2.02THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL PERFORM ALL WORK REQUIRED BYAPPLICABLE BUILDING CODES AND REGULATIONS TO PASS ALLREQUIRED BUILDING INSPECTIONS.PERMITS, LICENSES, INSPECTIONS AND FEES3.01THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLANREVIEW, PERMIT, LICENSE, AND INSPECTION APPROVALS. ALL FEESREQUIRED FOR APPROVAL SHALL BE PAID BY THE OWNER.GUARANTEE4.01THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL GUARANTEE THAT ALL WORK REQUIRED TOCONSTRUCT THE PROJECT BE A COMPLETE WORKING SYSTEM AND SHALLOPERATE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. THECONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANYPROJECT COMPONENTS WHICH THE OWNER DETERMINES TO BE DEFECTIVEWITHIN ONE (1) CALENDAR YEAR FROM THE DATE OF FINAL CONTRACTACCEPTANCE.DATA AND MEASUREMENTS:5.01DRAWING DATA CONTAINED HEREIN IS AS EXACT AS COULD BE DETERMINEDWITHIN THE PROJECT DESIGNER'S DESIGN SCOPE OF SERVICES RENDERED.AS SUCH THE ABSOLUTE ACCURACY OF THE DESIGN DATA IS NOTGUARANTEED. THE GENERAL ENGINEERING CONTRACTOR, GENERALCONTRACTOR AND SUBCONTRACTORS SHALL ENDEAVOR TO OBTAIN,VERIFY AND CONFIRM EXACT DESIGN DATA ON SITE AND SUITABLY ADAPTTHE WORK TO CONFORM TO EXACT CONDITIONS ON SITE. THECONTRACTOR SHALL REPORT ANY DESIGN DATA AMBIGUITIES ORDISCREPANCIES CONTAINED IN THE CONTRACT TO THE OWNER IN WRITING.ALL MODIFICATIONS REQUIRED TO ADAPT THE WORK SHALL BE MADE BYTHE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.5.02DO NOT SCALE THE DRAWINGS.WRITTEN DIMENSIONS AND ACTUAL5.03DIMENSIONS TO DOORS, WINDOWS, AND OPENINGS ARE NOMINAL WIDTHS.REFER TO THE MANUFACTURER FOR ACTUAL ROUGH OPENINGS.5.04ALL WALL DIMENSIONS ARE ACTUAL, FACE OF STUD TO FACE OF STUD.WALL FINISH DIMENSIONS ARE NOT TAKEN INTO ACCOUNT AND ARE THERESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TODETERMINE PROPER CLEARANCES.SUBSTITUTIONS FOR SPECIFIED MATERIALS:6.01SPECIFIC TRADE NAMES MENTIONED IN THE DRAWINGS ARE FOR THEPURPOSES OF ESTABLISHING MINIMUM STANDARDS OF QUALITY, STYLE ORTYPE, AND SHALL NOT BE CONSTRUED TO RESTRICT SUBSTITUTIONS. ALLSUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER INWRITING WITHIN A SUFFICIENT TIME FRAME AS NOT TO DELAY PROJECTCOMPLETION.CLEAN UP AND START UP RESPONSIBILITIES7.01AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVECONTRACTS AND PRIOR TO ACCEPTANCE, THE GENERAL ENGINEERINGCONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALLTHOROUGHLY CLEAN ALL EXPOSED SURFACES OF THEIR RESPECTIVE WORKCOMPLETED.7.02AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVECONTRACTS AND PRIOR TO PROJECT ACCEPTANCE, THE GENERALENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL THOROUGHLY TEST AND PROPERLY START UPALL PROJECT EQUIPMENT AS REQUIRED TO SECURE AND MAINTAINSPECIFIED EQUIPMENT WARRANTIES. THE GENERAL ENGINEERINGCONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALLREVIEW ALL MANUFACTURER'S RECOMMENDED OPERATIONSPROCEDURE WITH THE OWNER PRIOR TO PROJECT ACCEPTANCE.7.03THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ANDSUBCONTRACTORS SHALL TAKE REASONABLE MEASURES TO ENSURETHAT SITE IS PREPPED AND MAINTAINED SO THAT NO EROSION TOSTREET, NEIGHBORS, AND REAR LOT DRAIN OCCURS.AREA OF WORK10.01THE GENERAL ENGINEERING CONTRACTOR SHALL REMOVE ALL EXISTINGLANDSCAPE MATERIAL NOT PROTECTED, CONCRETE PATIOS/WALKWAYS,YARD FENCING AND POST FOOTINGS, GARAGE STRUCTURE ANDFOUNDATION, AND ALL ABANDONED UTILITIES. THE CONTRACTOR SHALLREMOVE EXISTING SITE LIGHTING AND IRRIGATION SYSTEM WITHIN THEAREA OF WORK, TERMINATE/CAP-OFF DISCONNECTION POINTS, AND TURNOVER ALL EXISTING SYSTEM COMPONENTS TO THE OWNER FOR FUTUREUSE. ALL TOP SOIL SHALL BE REMOVED AND STORED FOR USE IN FINISHGRADING.HOURS OF CONSTRUCTION11.01NORMAL AND CUSTOMARY CONSTRUCTION ACTIVITY SHALL INCLUDE ANYCONSTRUCTION ACTIVITY CONDUCTED MONDAY THROUGH FRIDAY, 6:00A.M. TO 8:00 P.M., AND SATURDAYS 8:00 A.M. TO 6:00 P.M., EXCLUDINGFEDERAL HOLIDAYS PER CCR 6.14B.HEALTH DEPARTMENT NOTES:1 THIS FOOD FACILITY IS SERVICED BY MUNICIPAL WATER AND SEWER FROM THE CITY OF SAN DIEGO. LEASE SPACE HAS A GROSS AREA OF 1 753 SF. 2 NO ALCOHOUC BEVERAGES WILL BE SERVED AT THIS FACILITY. 3 THIS FOOD FACILITY IS 100% SINGLE SERVICE. 4 THE NUMBER OF EMPLOYEES PER SHIFT IS 3 ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS, 5 ALL LAVATORIES AND HAND SINKS MUST HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FORA MINIMUM OF 10 SECONDS. 6 THE NEW COMMERCIAL WATER HEATER IS CAPABLE OF CONSTANT HOT WATER AT A TEMPERATURE OF AT LEAST 120 deg. TO SINKS AND LAVATORIES. THE WATER HEATER IS SIZED FOR ALL SINKS AT THE PEAK HOURLY DEMAND, 7 ALL OPERABLE WINDOWS, VENT OPENINGS MUST BE PROVIDED WRIGHT FITTING SCREENS OF MIN. 16 MESH TO THE INCH. 8 ALL PLUMBING, ELECTRICAL & GAS LINES SHALL BE CONCEALED WITHIN THE BLDG, STRUCTURE, ALL LINES NOT CONCEALED TO BE SECURED 6”OFF FLOOR 83/4”FROM WALLS USING OFFSET BRACKETS. 9 ALL SHELVING OVER WET AREAS (SINKS. MOP SINKS. ETC.) WILL BE GALV. METAL OR STAINLESS STEEL. 10 SHATTER SHIELDS FOR ALL LIGHTS ABOVE FOOD PREP. WORK & STORAGE AREAS WILL BE PROVIDED, 11 AIR SCREENS CANNOT REPLACE EXTERIOR STRUCTURAL WALLS AT ANY FOOD FACILITY AIR SCREENS ARE PERMITTED ONLY OVER DOORS. THEY CANNOT BE PROPPED OPEN. 12 AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY & A SOURCE OF CONTAMINATION. ALSO WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 13 EACH HAND SINK IS TO HAVE A COMBINATION FAUCET CAPABLE OF SUPPLYING WARM WATER FOR MIN. OF 10 SECONDS-SINK IS TO BE SUPPLIED W/ HOT (MIN. 120F) & COLD RUNNING WATER UNDER PRESSURE AND MUST HAVE A WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSER.15 IF A HANDSINK IS LOCATED ADJACENTLY TO A FOOD PREPARATION OR UTENSIL WASHING SINK, THEN A BARRIER IS REQUIRED TO PREVENT SPLASH-OVER FROM THE HANDSINK TO THE FOOD PREP/UTENSIL SINK. THE BARRIER IS TO BE THE LENGTH OF THE SINK, AT LEAST 12 INCHES IN HEIGHT AND HAVE A MINIMUM OF TWO INCHES CLEARANCE EACH SIDE OFTHE BARRIER. THE BARRIER MUST BE CONSTRUCTED OF WATERPROOF MATERIAL. FIRMLY ATTACHED TO THE WALL OR OTHER APPROVED STRUCTURE. 16 UTENSIL SINK MUST BE PROVIDED W/ A MIXING VALVE SPOUT CAPABLE OF REACHING EACH COMPARTMENT 17 ALL UTENSIL SINK COMPARTMENTS TO BE MIN. OF x 18”x 12”DEEP (OR 161”x 20”x 12”DEEP) WITH A MIN. 18”DRAINBOARD AT EACH END, HOWEVER. SINK MUST BE ABLE TO ACCOMMODATED THE LARGEST UTENSIL TO BE WASHED. IF AGAINST A WALL, IT MUST HAVE AN 8' INTEGRAL BACKSPLASH,18 WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PROTECTOR. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP, 19 SHELVES INSTALLED ON WALL ARE TO HAVE A MIN, V GAP OR OPEN SPACE BETWEEN THE BACK EDGE OF THE SHELF AND THE WALL SURFACE. OTHERWISE. THE BACK EDGE OF THE SHELF MUST BE SEALED TO THE WALL WITH AN APPROVED SEALANT. 20 THE JANITORIAL SINK MAY BE FLOOR MOUNTED OR A CURBED ARE PROPERLY SLOPED TO A DRAIN. CURBED AREAS SURFACES NEED TO BE SMOOTH. IMPERVIOUS AND OF AN EASILY CLEANABLE CONSTRUCTION. ALL JANITORIAL SINKS ARE TO BE SUPPLIED WI HOT AND COLD RUNNING WATER TO A MIXING TYPE FAUCET THE FAUCET SPIGOT END IS TO HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACK-FLOW PREVENTION DEVICE ATTACHED.21 ALL FOOD RELATED AND UTENSIL RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM.22 ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM W SANITARY LEGS, CASTORS OR COMPLETELY SEALED IN POSITION ON A V HIGH CURB WITH CONTINUOUSLY COVED BASE.23 IF SOFT DRINK. ICE OR OTHER DISPENSERS ARE SELF-SERVICE. OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM. 24 ALL EXTERIOR DOORS MUST OPEN OUTWARD AND BE SELF-CLOSING AND TIGHT FITTING.25 ALL RESTROOM DOORS MUST BE SELF-CLOSING AND TIGHT FITTING.26 A MINIMUM OF 20 FOOT CANDLES (215 LUX) OF LIGHT MEASURED 30" OFF THE FLOOR IS TO BE PROVIDED IN ALL FOOD PREP. MANUFACTURING. PROCESSING AND PACKAGING AREAS. 27 ALL AREAS OF FOOD FACILITY IS TO BE PROVIDED WITH A MINIMUM OF 50 FOOT CANDLES OF LIGHT MEASURED 30”OFF THE FLOOR DURING GENERAL CLEAN-UP ACTIVITIES. 28 FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE AN APPROPRIATE GRATE COVER. 29 MOP SINKS ARE TO BE A MINIMUM OF 24" x 24" AND BE FLOOR MOUNTED TYPE FLOOR MOUNTED TYPE ORCAN WASH AREA LARGE ENOUGH TO ACCOMMODATE FLOOR MATS. THE MOP SINK FAUCET SHALL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS TO BE ATTACHED TO MOP SINK FAUCET. 30 A CHEMICAL-DISPENSING SYSTEM SHALL NOT BE INSTALLED TO CAUSE DAMAGE TO THE MOP SINK FAUCET VACUUM BREAKER. THE SYSTEM SHALL NOT BE CONNECTED DIRECTLY OR INDIRECTLY WITH VALVES TO THE MOP SINK FAUCET OUTLET (UNLESS ASIDE KICK" PLUMBING DEVICE IS PROVIDED). 31 SLOPE OF THE FLOOR TO THE DRAIN(S) IS APPROXIMATELY 114 INCH PER 2 FOOT RADIUS. 32 THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT. AND THE WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 33 EXHAUST A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILETS, JANITOR CLOSETS WITH MOP SINKS. ANTEROOMS AND DRESSING ROOMS. 34 PRIOR TO INSTALLATION. A SAMPLE OF CEILING TILE IS TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL. 35 ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. 36 IF THE TRASH AREA FOR THE ESTABLISHMENT IS LOCATED OUTSIDE A CONCRETE SLAB WILL BE PROVIDED FOR TRASH. GARBAGE & GREASE BARREL STORAGE. THE INTERIOR SURFACE OF THE WALLS OF THE TRASH ENCLOSURE SHALL BE SMOOTH. SEALED AND WASHABLE)FIRE DEPARTMENT NOTES:1. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. (CFC SEC. 1212.4 & CBC SEC. 1011) 2. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO CBC 1011.5.3 & CFC 1212.5 3. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES. THE EGRESS ILLUMINATION LEVEL SHALL BE 1 FOOTCANDLE (MIN.) & THE MEANS OF ILLUMINATION SHALL BE PROVIDED WITH A 90 MINUTE EMERGENCY BACK-UP POWER SUPPLY SOURCE. (CBC 1006)4. PROVIDE A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET, OR PORTION THEREOF, ON EACH FLOOR. (CFC 906) 5. COMPLETE PLANS & SPECIFICATIONS FOR FIRE EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS & WET & DRY STANDPIPES, HALON SYSTEMS & OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS, BASEMENT PIPE INLETS & OTHER FIRE PROTECTION SYSTEMS & APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE & LIFE SAFETY FOR REVIEW & APPROVAL PRIOR TO INSTALLATION. (CFC 901.2) 6. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 14 (CFC 1401.1) 7. ADDRESSES SHALL BE PROVIDED FOR ALL NEW & EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (CFC 505.1, FHPS P-00-6) 8. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. (TITLE 19, SECTION 3.08, 3.21, CFC 804, 806, 807) 9. FIRE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC 903 AN COMPLY WITH STANDARDS OF 903.3. 10. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLER IS 20 OR MORE (CFC 903.4) 11. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC 907. 12. COMPLETE PLANS & SPECIFICATIONS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO FIRE & LIFE SAFETY FOR REVIEW & APPROVAL PRIOR TO INSTALLATION. (CFC 907.1) 13. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. (CFC 903.4.2)San Joaquin County Environmental Health Department 1868 E. Hazelton Ave. Stockton, CA 95205 (209) 468-3420 APPROVED WITH CONDITIONS For conditions, please see approval letter dated: Approved by:_______________________Date:_______________ 2-1-19Feb 01, 2019 Gehane Fahmy
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