PROPERTY INFORMATION
ADU HANDBOOK NOTES
IB-400 CITY OF SAN DIEGO
OWNERSHIP INFORMATION
AREA TABULATION
SIZE APPROPREIATE FOR THE UNIT.
30 PERCENT OF 60 PERCENT OF THE AREA MEDIAN
30 PERCENT OF 50 PERCENT OF THE AREA MEDIAN INCOME AS ADJUSTED FOR FAMILY SIZE APPROPREIATE FOR THE UNIT.
FAR CALCULATION
SCOPE OF WORK
Schedule
ESCAPE GUIDELINES
KITCHEN AND DINING AREAS SPECIFICATIONS FOR ELECTRICAL DEVICES INSTALL IN DWELLINGS: CEC ARTICLE 210 & 406: A.) WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS B.) ARC-FAULT PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12 (A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC. C.) GFCI PROTECTED OUTLETS FOR LOCATIONS DESCRIBED IN NEC 210.8 (A): LAUNDRY AREAS, KITCHEN DISHWASHES, KITCHENS, GARAGES, BATHROOMS, OUTDOORS, WITHIN 6' OF A SINK, ETC. COUNTERTOP RECEPTACLE OUTLETS COMPLY WITH CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER; RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES; ISLAND AND PENINSULAR COUNTERTOPS 12 INCHES BY 24” LONG (OR GREATER) SHALL HAVE AT LEAST ONE RECEPTACLE. (COUNTER TOP SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS, OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES)
PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-- CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CRC SECTION R302.4.
NOTE: Per 142.0403(d)2), planting areas may be counted toward the planting area required by this division if they are greater than 30 square feet in
NOTE:
1.All landscape and irrigation shall conform to the standards of the City-Wide Landscape Regulations and the City of San Diego Land Development Manual Landscape Standards and all other landscape related City and Regional Standards.
2.MINIMUM TREE SEPARATION DISTANCE
Traffic signals / stop signs - 20 feet
Underground utility lines - 5 feet (10' for sewer)
Above ground utility structures - 10 feet
Driveway (entries) - 10 feet
Intersections (intersecting curb lines of two streets) - 25 feet
3.Maintenance: All required landscape areas shall be maintained by OWNER. Landscape and irrigation areas in the public right-of-way shall be maintained by OWNER. The landscape areas shall be maintained free of debris and litter, and all plant material shall be maintained in a healthy growing condition. Diseased or dead plant material shall be satisfactorily treated or replaced per the conditions of the permit.
4.Mulch: All required planting areas and all exposed soil areas without vegetation shall be covered with mulch to a minimum depth of 3 inches per SDMC 142.0413(c), excluding slopes requiring revegetation per SDMC 142.0411.
5.A minimum root zone of 40sf in area shall be provided for all trees. The minimum dimension for this area shall be 5 feet, per SDMC 142.0403(b)(6).
6.Tree root barriers shall be installed where trees are placed within 5 feet of public improvements including walks, curbs, or street pavements or where new public improvements are placed adjacent to existing trees. The root barrier will not wrap around the root ball.” Please clearly identify the installation of root barriers in the locations subject to these conditions per 142.0403(b).
7.Trees shall be maintained so that all branches over pedestrian walkways are 6 feet above the walkway grade and branches over vehicular travel ways are 16 feet above the grade of the travel way per the SDMC 142.0403(b)(11).
8.All pruning shall comply with the standards of the American National Standards Institute (ANSI) for tree care operations and the International Society of Arboriculture (ISA) for tree pruning per SDMC 142.0403(b)(8). Topping of trees is not permitted.
9.Existing trees to remain on site within the area of work will be protected in place. The following protection measures will be provided:
1.A bright yellow or orange temporary fence will be placed around existing trees at the drip line.
2.Stockpiling, topsoil disturbance, vehicle use, and material storage of any kind is prohibited within the drip line.
3.A tree watering schedule will be maintained and documented during construction.
4.All damaged trees will be replaced with one of equal or greater size.
10.If any required landscape indicated on the approved construction document plans is damaged or removed, it shall be repaired and/o r replaced in kind and equivalent size per the approved documents to the satisfaction of the Development Services Department within 30 days of damage.
NOTES:
1.A landscape irrigation audit is intended to verify that all irrigation systems, plant materials, and landscape features have been installed and operate as approved.
2.All landscape irrigation audits shall be conducted by a professional authorized by the State to perform this work.
3.The professional that conducts the landscape irrigation audit shall certify that all irrigation systems, plant materials, and landscape features have been installed and operate as approved and shall submit that certification to the City prior to occupancy and use.
MAWA CALCULATION FORMULA:
MAWA Water Budget = (ETo)(0.62)[(ETAF x LA) + ((0.45) x SLA)] = gallons per year
ETo= Evapotranspiration per year in SanDiego is 46.5
Conversion factor to gallons=0.62
ETAF=0.55 for residential landscape areas
LA= Landscape Area is 956 sf
SLA = Special Landscape Areas
MAWA Water Budget Actual=(46.5)(0.62)[(0.55)(956)+0)=15158.814 gallons per year
ETWU CALCULATION FORMULA:
ETWU = [(ETo)(0.62)][ (PF ÷ IE x HA) + SLA] = gallons per year
ETo= Evapotranspiration per year in SanDiego is 46.5
Conversion factor to gallons=0.62
PF= Plant factor 0.2 Low water use
IE=Irrigation Efficiency (0.81 for Drip System devices) (0.75 for Overhead Spray devices)
SLA = Special Landscape Areas
ETWU calculation=(46.5)(0.62))[(0.2)(956)/0.75+(0)]=7349.73 gallons per year
ETWU calculation= 7349.73 gallons per year < MAWA Water Budget= 15158.814 gallons per year
1. Electric Vehicle Charging. Electrical vehicle supply equipment (EVSE) is required in NEW one and two family dwellings and townhomes with attached garages. Include the following information on the plans: A minimum size 1" conduit originating from a panel or service having a spare 40 ampere 240 volt capacity terminating in a box located in close proximity to the location of the future EV charger. CGC 4.106.4.
2. Storm water drainage/retention during construction. Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC Section 4.106.2.
3. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path.
4. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1.
FIXTURE FLOW RATES
Water closets
Urinals (wall-mounted)
Urinals (others)
Showerheads
Lavatory faucets
Kitchen faucets
Metering faucets
gallon / flush
10. Pollutant control. During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1.
11. Pollutant control. VOC’s must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2.
12. Interior moisture control. Concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1.
13. Interior moisture control. The moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3.
14. Indoor air quality. Bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1
15.Prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3.
5.When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section 4.303.1.3.2.
6.Landscape irrigation water use shall have weather or soil based controllers. CGC Section 4.304.1.
7. Recycling. A minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1.
8. Recycling. The contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2.
9. Operation and maintenance manual. The builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1.
2.
3.ALL
4.THE
SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING, AREAS FOR WHICH THE CONTRACTOR OR QUALIFIED CONTACT PERSON CAN PROVIDE EROSION AND SEDIMENT CONTROL MEASURES.
5.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER BMPS AND IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED SWPPP/WPCP WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, CIVIL PENALTIES, AND/OR STOP WORK NOTICES.
6.THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT, DEBRIS, AND MUD ON AFFECTED AND ADJACENT STREET(S) AND WITHIN STORM DRAIN SYSTEM DUE TO CONSTRUCTION VEHICLES/EQUIPMENT AND CONSTRUCTION ACTIVITY AT THE END OF EACH WORK DAY.
7. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING STORM WATER CONVEYANCE SYSTEMS FROM SEDIMENTATION, CONCRETE RINSE, OR OTHER CONSTRUCTION-RELATED DEBRIS AND DISCHARGES WITH THE APPROPRIATE BMPS THAT ARE ACCEPTABLE TO THE RESIDENT ENGINEER AND AS INDICATED IN THE SWPPP/WPCP.
8.THE CONTRACTOR OR QUALIFIED CONTACT PERSON SHALL CLEAR DEBRIS, SILT, AND MUD FROM ALL DITCHES AND SWALES PRIOR TO AND WITHIN 3 BUSINESS DAYS AFTER EACH RAIN EVENT OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER IS SOONER.
9.IF A NON-STORM WATER DISCHARGE LEAVES THE SITE, THE CONTRACTOR SHALL IMMEDIATELY STOP THE ACTIVITY
EACH NON-STORM WATER DISCHARGE SHALL BE REMOVED FROM THE STORM DRAIN CONVEYANCE SYSTEM AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
10.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
11.
CONTRACTOR SHALL RESTORE AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO WORKING ORDER YEAR ROUND.
12.THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES DUE TO UNFORESEEN CIRCUMSTANCES TO PREVENT NON-STORM WATER AND SEDIMENT-LADEN DISCHARGES.
13.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
14.ALL EROSION AND SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP/WPCP SHALL BE INSTALLED AND MAINTAINED. ALL EROSION AND SEDIMENT CONTROLS FOR INTERIM CONDITIONS SHALL BE PROPERLY DOCUMENTED AND INSTALLED TO HE SATISFACTION OF THE RESIDENT ENGINEER.
15.AS NECESSARY, THE RESIDENT ENGINEER SHALL SCHEDULE MEETINGS FOR THE PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED CONTACT PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER, AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS RELATIVE TO ANTICIPATED CONSTRUCTION ACTIVITIES.
16.THE CONTRACTOR SHALL CONDUCT VISUAL INSPECTIONS DAILY AND MAINTAIN ALL BMPS AS NEEDED. VISUAL INSPECTIONS AND MAINTENANCE OF ALL BMPS SHALL BE CONDUCTED BEFORE, DURING, AND AFTER EVERY RAIN EVENT AND EVERY 24 HOURS DURING ANY PROLONGED RAIN EVENT. THE CONTRACTOR SHALL MAINTAIN AND REPAIR ALL BMPS AS SOON AS POSSIBLE AS SAFETY ALLOWS.
17. CONSTRUCTION ENTRANCE AND EXIT AREA. TEMPORARY CONSTRUCTION ENTRANCE AND EXITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CASQA FACT SHEET TC-1OR
(a)NON-STORM WATER DISCHARGES FROM THE SITE SHALL NOT OCCUR TO THE MAXIMUM EXTENT PRACTICABLE 2. (b)STORM WATER DISCHARGES SHALL BE FREE OF POLLUTANTS INCLUDING SEDIMENT
AND ADDITIONAL BMPS INSTALLED TO PREVENT A REOCCURRENCE OF EROSION.
(d)INACTIVE AREAS SHALL BE PROTECTED TO PREVENT POLLUTANT DISCHARGES. A SITE OR PORTIONS OF A SITE SHALL BE CONSIDERED
PER CEC ARTICLE 210.11(C)1, THERE WILL BE A MINIMUM OF 2 SMALL APPLIANCE BRANCH CIRCUITS WITHIN THE LOCATIONS SPECIFIED IN ARTICLE 210.52(B), I.E., KITCHEN AND DINING AREAS
SPECIFICATIONS FOR ELECTRICAL DEVICES INSTALL IN DWELLINGS: CEC ARTICLE 210 & 406:
A.) WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS
B.) ARC-FAULT PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12 (A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC.
C.) GFCI PROTECTED OUTLETS FOR LOCATIONS DESCRIBED IN NEC 210.8 (A): LAUNDRY AREAS, KITCHEN DISHWASHES, KITCHENS, GARAGES, BATHROOMS, OUTDOORS, WITHIN 6' OF A SINK, ETC.
COUNTERTOP RECEPTACLE OUTLETS COMPLY WITH CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER; RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES; ISLAND AND PENINSULAR COUNTERTOPS 12 INCHES BY 24 ” LONG (OR GREATER) SHALL HAVE AT LEAST ONE RECEPTACLE. (COUNTER TOP SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS, OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES)
PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-- CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CRC SECTION R302.4.
ELECTRICAL NOTES:
1.ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISION OF THE GOVERNING CRC AND THE HOUSEHOLD FIRE WAMING EQUIPMENT PROVISIONS OF THE NFPA 72, SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CCR, TITLE 19, DIVISION 1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED
2.SINGLE AND MULTIPLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITHIN THE REQUIREMENTS OF UL 2034, CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2075
3.WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN, INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF HE ALARMS IN THE INDIVIDUAL UNIT
4.WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE NTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT
5.SMOKE ALARMS SHALL RECEIVE THELT PRIMARY POWER FRAM THE BULDLNG WING PROVIDED THAT SUCH WING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A ATTERY BACK-UP. SMOKE ALARMS WITH INTEGRAL STROBES THAT ARE NOT EQUIPPED WITH BATTERY BACKUP SHALL BE CONNECTED TO.AN EMERGENCY ELECTRICAL SYSTEM. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW
6.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM ‘A.COMMERCIAL SOURCE AND SHALL BE ‘EQUIPPED WITH A BATTERY BACK-UP. ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION
7.ALL LUMINAIRES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR OR DIMMER.CLOSET THAT ARE LESS THAN 70 SQUARE FOOT ARE EXEMPT FROM THIS REQUIREMENTS.
8.OTHER ROOMS: ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER
9.OUTDOOR LIGHTING: ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH, AND CONTROLLED BY ONE OF THESE AUTOMATIC CONTROL TYPES: PHOTOCONTROL AND A MOTION SENSOR, OR ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)
10.LIGHTING IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS: ALL LUMINAIRES SHALL BE HIGH EFFICACY AND AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR
11.WINDOW OPERATION IS NOT PERMISSIBLE METHOD OF PROVIDING BATHROOM EXHAUST FOR HUMIDITY CONTROL 110 CFM
12.DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CGC SECTION 3315.1
13.A CERTIFICATION COMPLETED AN SIGNED BY THE GENERAL CONTRACTOR, SUBCONTRACTOR OR BUILDING OWNER CERTIFYING THAT THE RESILIENT FLOORING, COMPOSITE WOOD PRODUCT PLYWOOD, PARTICLE BOARD ETC COMPLY WITH THE VOC LIMITS AND FORMALDEHYDE LIMITS SPECIFIED IN THE NOTES ABOVE AND THE CALIFORNIA GREEN BUILDING CODE
14.A LISTED RACEWAY SHALL BE PROVIDED TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE CHARGER IN NEW ONE- AND TWOFAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES
15.RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-IN. INSIDE DIAMETER) TO ACCOMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT
16.THE EVCS RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV SPACE.
19.THE EVCS SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY: A)THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE EV CHARGING PURPOSES AS: EV CAPABLE" B)THE RACEWAY TERMINATION LOCATION AS "EV CAPABLE"
20.PER CEC ARTICLE 210.11(C)1, NOTE ON THE PLANS THAT THERE WILL BE A MINIMUM OF 2 SMALL APPLIANCE BRANCH CIRCUITS WITHIN THE LOCATIONS SPECIFIED IN ARTICLE 210.52(B), I.E., KITCHEN AND DINING AREAS
21.PER CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER; RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES; ISLAND AND PENINSULAR COUNTERTOPS 12 INCHES BY 24” LONG (OR GREATER) SHALL HAVE AT LEAST ONE RECEPTACLE. (COUNTER TOP SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS, OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES)
PLUMBING NOTES:
1.EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM THAT CONTAINS A SHOWER OR TUB. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST BETWEEN 50 TO 80 PERCENT
2.IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. 2.0 GPM.
3.NEW WATER CLOSET AND ASSOCIATED FLUSHMETER VALVES, SHALL USE NOMORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY ANSI STANDARD A112.19.2
4.A) IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS ALL FIXTURES MUST BE HIGH EFFICACY STYLE OR BE CONTROLLED BY A MANUALLY ON OCCUPANCY SENSOR. NOTE: GENERALLY A HIGH EFFICACY STYLE OF FIXTURE IS FLUORESCENT COMPLETE WITH ELECTRONIC BALLASTS, REGULAR INCANDESCENT, QUARTZ HALOGEN AND HALOGEN MR LAMPS DO NOT COMPLY.
5.ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED WITHIN WALLS AND FLOORS COVERED WITH TYPE X GYP. BD. OR SIMILAR ASSEMBLIES THAT PROVIDES THE SAME LEVEL OF FIRE PROTECTION, PROTECTION OF MEMBRANE PENETRATIONS IS NOT REQUIRED.
PLUMBING FIXTURES MUST MATYCH THE CURRENT 2019 CPC SECTION 402 WATERCONSERVING FIXTURES AND FITTINGS.
6.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE, SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR.
7.EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM THAT CONTAINS A SHOWER OR TUB. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST BETWEEN 50 TO 80 PERCENT
8.A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR, A PLUMBING SUBCONTRACTOR, OR A BUILDING OWNER CERTIFYING THE FLOW RATE OF THE FIXTURE INSTALLED. A COPY OF THE CERTIFICATION CAN BE OBTAINED
9.AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER- BASED
10.ALL WATER CLOSETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME OF NOT MORE THAN 1.28 GALLONS PER FLUSH. TANK TYPE WATER CLOSET SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. URINALS, SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOT TO EXCEED 0.5 GALLONS PER FLUSH
11.FAUCETS, RESIDENTIAL LAVATORY FAUCETS SHALL HAVE A MAXIMUM RATE OF 1.2 GALLONS PER MINUTE AT 60 PSI AND A MINIMUM FLOW RATE OF NOT LESS THAN 0.8 GALLONS PER MIN. AT 20 PSI. FAUCET IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS MUST HAVE A MAXIMUM FLOW RATE OF 0.5 GALLONS PER MINUTE AT 60 PSI. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS MUST NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE.
12.A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR, OR A PLUMBING SUBCONTRACTOR, ORTHE BUILDING OWNER CERTIFYING THE FLOW RATE OF THE FIXTURES INSTALLED, A COPY OF THE CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENT SERVICES DEPARTMENT
13.PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MINUTE (GPM).
14.PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBBS.
15.PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC).
17.THE EVCS RACEWAY SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES
18. THE EVCS SERVICE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE
10/24/2023,
L=4'
= 1'-0"
PLYWOOD FLOOR / ROOF DIAPHRAGM
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