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WATER CLOSETS - 1 .28 GAL/FLUSH
<br />SINGLE SHOWERHEAD - 1 .8 GPM AT 80 PSI
<br />LAVATORY FAUCETS - MAX 1 .2 GPM AT 60 PSI.
<br />KITCHEN FAUCETS - 1 .8 GPM AT 60 PSI.
<br />MIN 0.8 GPM AT 20 PSI.
<br />STORM WATER POLLUTION CONTROL REQUIREMENTS
<br />1 . ERODED SEDIMENTS AND OTHER POLLUTANTS SHALL BE
<br />RETAINED ON SITE AND SHALL NOT BE TRANSPORTED FROM THE
<br />SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL
<br />DRAINAGE OR WIND.
<br />2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED
<br />MATERIALS SHALL BE COVERED AND/OR PROTECTED FROM
<br />BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND
<br />OR WATER.
<br />3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE
<br />STORED IN ACCORDANCE WITH THEIR LISTING AND SHALL NOT
<br />CONTAMINATE THE SOIL NOR THE SURFACE WATERS. ALL
<br />APPROVED TOXIC STORAGE CONTAINERS ARE TO BE
<br />PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP
<br />IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS
<br />MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF
<br />PROPERLY AND SHALL NOT BE WASHED INTO THE DRAINAGE
<br />SYSTEM.
<br />4. NON-STORM WATER RUNOFF FROM EQUIPMENT AND VEHICLE
<br />WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED ON
<br />THE PROJECT SITE.
<br />5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO
<br />PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS
<br />SHALL BE MADE TO RETAIN CONCRETE WASTE ON SITE UNTIL IT
<br />CAN BE APPROPRIATELY DISPOSED OF OR RECYCLED.
<br />6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE
<br />DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
<br />CONTAMINATION OF STORM WATER AND DISPERSAL BY WIND.
<br />7. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED
<br />FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION
<br />ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT
<br />SEDIMENTS FROM BEING DEPOSITED INTO THE STREET/PUBLIC
<br />WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP
<br />IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR
<br />OTHER MEANS.
<br />8. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE PROVIDED TO
<br />RETAIN STORM WATER RUNOFF ON-SITE AND SHALL BE
<br />PROPERLY LOCATED TO COLLECT ALL TRIBUTARY SITE RUNOFF.
<br />9. WHERE RETENTION OF STORM WATER RUNOFF ON-SITE IS NOT
<br />FEASIBLE DUE TO SITE CONSTRAINTS, RUNOFF MAY BE
<br />CONVEYED TO THE STREET AND THE STORM DRAIN SYSTEM
<br />PROVIDED THAT AN APPROVED FILTERING SYSTEM IS INSTALLED
<br />AND MAINTAINED ON-SITE DURING THE CONSTRUCTION
<br />DURATION.
<br />GENERAL REQUIREMENTS:
<br />1 . GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL
<br />GRADES, DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING
<br />CONSTRUCTION.
<br />2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE
<br />CO-ORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB-TRADES.
<br />3. GENERAL CONTRACTOR SHALL NOTIFY DESIGNER IMMEDIATELY OF ANY
<br />DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS.
<br />4. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS
<br />OF THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) OR
<br />OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES.
<br />5. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF
<br />ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL
<br />SCRAP, DEBRIS AND OTHER EXCESS MATERIALS SHALL BE REMOVED
<br />FROM THE BUILDING SITE.
<br />6. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN
<br />THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED
<br />ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT
<br />PROCEED WITH ANY CHANGES WITHOUT WRITTEN APPROVAL OF THE
<br />OWNER.
<br />7. ALL MATERIAL SHALL BE FURNISHED AS SHOWN ON HEREIN UNLESS
<br />EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER.
<br />C.M.
<br />WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE
<br />PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS
<br />SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
<br />AND CONDITIONS SHOWN BY THESE DRAWINGS.
<br />THESE DRAWINGS AND LAYOUTS ARE NOT TO BE
<br />REPRODUCED OR COPIED IN ANY FORM WITHOUT THE
<br />WRITTEN PERMISSION OF DESIGN MART DRAFTING SERVICE.
<br />NOTE:
<br />BUILDING CODE
<br />PROPOSED ADU ADDRESS AND MAIL
<br />POST KIT
<br />PEDESTAL POST KIT, STYLE T2
<br />HOMEDEPOT
<br />SANITARY SEWER NOTES:
<br />1 . Total two (2) water closet fixture units. Provide minimum 4" sanitary sewer
<br />drain beginning at the water closet and running to the sewer main in the
<br />street.
<br />2. Contractor shall verify existing sanitary sewer lateral meets capacity (Ref:
<br />2022-CPC 703.2 and Table 703.2).
<br />3. Where drain is undersized, contractor shall upgrade main sanitary sewer drain
<br />to be 4" minimum diameter.
<br />Address Identification
<br />Buildings shall be provided with approved address identification. The
<br />address identification shall be legible and placed in a position that is
<br />visible from the street or road fronting the property. Address
<br />identification characters shall contrast with their background. Address
<br />numbers shall be Arabic numbers or alphabetical letters. Numbers shall
<br />not be spelled out. Each character shall be not less than 4 inches inch
<br />height with a stroke width of not less than 0.5 inch. Where required
<br />by the fire code official, address identification shall be provided in
<br />additional approved locations to facilitate emergency response. Where
<br />access is by means of a private road and the building address cannot
<br />be viewed from the public way, a monument, pole or other sign or
<br />means shall be used to identify the structure. Address identification
<br />shall be maintained. Per section 31 9.1 CRC-2022
<br />Additional city code to comply:
<br />A. It is the owner's and the contractor's responsibility to repair all
<br />damage to the existing public improvements due to the
<br />proposed construction activities and to address all repairs
<br />requested by the public works inspector based on the
<br />inspector's review of the current condition of the said public
<br />improvements.
<br />B. Proposed utility lines shall be underground per city municipal
<br />code section 62-31 (b)(1 ).
<br />Expiration
<br />Every permit issued shall become invalid unless work authorized is
<br />commenced within 1 80 days after its issuance or if the work
<br />authorized is suspended or abandoned for a period of 1 80 days. A
<br />successful inspection must be obtained within 1 80 days. (1 05.5
<br />CRC-2022)
<br />SMOKE ALARMS:
<br />1 . Where more than one smoke alarm is required to be installed within an
<br />individual dwelling or sleeping unit, the smoke alarms shall be interconnected
<br />in such a manner that the activation of one alarm will activate all of the alarms
<br />in the individual unit. The alarm shall be clearly audible in all bedrooms over
<br />background noise levels with all intervening doors closed. Per section
<br />R31 4.4 CRC-2022.
<br />2. Smoke alarms shall receive their primary power from the building wiring
<br />provided that such wiring is served from a commercial source and shall be
<br />equipped with a battery backup. Smoke alarms with integral strobes that are
<br />not equipped with battery backup shall be connected to an emergency
<br />electrical system. Smoke alarms shall emit a signal when the batteries are
<br />low. Wiring shall be permanent and without a disconnecting switch other than
<br />as required for overcurrent protection. Per section R31 4.6 CRC-2022
<br />CARBON MONOXIDE ALARMS:
<br />1 . Carbon monoxide alarms shall be listed in accordance with UL 2034.
<br />Combination carbon monoxide and smoke alarms shall be listed in accordance
<br />with UL 21 7 and UL 2034. Per section R31 5.1 CRC-2022.
<br />2. Carbon monoxide alarms in dwelling units shall be installed and maintained in
<br />accordance with the manufacturer's published instructions in the following
<br />locations: Outside of each separate sleeping area in the immediate vicinity of
<br />the bedrooms. On every occupiable level of a dwelling unit, including
<br />basements. Where a fuel-burning appliance is located within a bedroom or its
<br />attached bathroom, a carbon monoxide alarm shall be installed within the
<br />bedroom. Per section R31 5.3 CRC-2022.
<br />ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED:
<br />2022 CALIFORNIA RESIDENTIAL CODE (CRC),
<br />2022 CALIFORNIA BUILDING CODE (CBC),
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBC),
<br />2022 CALIFORNIA ELECTRICAL CODE (CEC),
<br />2022 MECHANICAL CODE (CMC),
<br />2022 CALIFORNIA PLUMBING CODE (CPC),
<br />2022 CALIFORNIA FIRE CODE,
<br />2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CBEES)
<br />CITY OF SANTA ANA AND ORANGE COUNTY ORDINANCE.
<br />NPDES NOTES:
<br />1 . IN THE CASE OF EMERGENCY, CALL _JUAN CARLOS POMALAZA_
<br />AT WORK PHONE # _(949) 742-2395_
<br />OR HOME PHONE #_(949) 742-2395_
<br />2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO
<br />THE MAXIMUM EXTENT PRACTICABLE.
<br />3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,
<br />DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
<br />4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE
<br />FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
<br />5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO
<br />REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.
<br />6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST
<br />MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED
<br />CONSTRUCTION STAGING AREAS.
<br />7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE
<br />COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
<br />8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY
<br />WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLY WHEN NECESSARY
<br />FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE
<br />A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR
<br />NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR
<br />PARTS 1 1 7 AND 302.
<br />9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS,
<br />STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES, AND SOLVENTS; ASBESTOS FIBERS,
<br />PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS
<br />FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE ...
<br />...FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND
<br />SUPER-CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTED SHALL DISPOSE OF SUCH
<br />MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM
<br />WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS
<br />1 0. DEWATERING OF CONTAMINATED GROUNDWATER OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS
<br />PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE
<br />ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
<br />1 1 . GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE
<br />CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DE-SILTING FACILITIES.
<br />1 2. THE PERMITTED AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
<br />PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
<br />1 3. THE PERMITTED AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN
<br />ACCORDANCE WITH THE APPROVED PLANS.
<br />1 4. THE PERMITTED SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND
<br />PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.
<br />1 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
<br />SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE
<br />RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
<br />1 6. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -
<br />DAY RAIN PROBABILITY FORECAST EXCEEDS 40 %.
<br />1 7. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE
<br />COMBINATION OF EROSION AND SEDIMENT CONTROLS TO MAXIMIZE EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL
<br />BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR
<br />ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND.
<br />1 8. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED
<br />AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY
<br />BY WIND OR RUNOFF.
<br />DIGALERT
<br />PLUMBING FIXTURES - WATER CONSERVATION. Per CGBC-4.303
<br />1 ,466 S.F.
<br />BUILDING SUMMARY
<br />PROPOSING:
<br />1 . EXISTING GARAGE TO BE DEMOLISHED.
<br />AREA 440 SF. AND
<br />2. (2) NEW ADU's. TOTAL AREA 660 SF EACH.
<br />2 BEDROOMS, 1 KITCHEN, 1 BATH, 1
<br />LAUNDRY.(EACH). FRONT PORCH & REAR COVER
<br />PATIO.
<br />EXISTING MFD AREA:
<br />22%COVERAGE AREA :
<br />SANTA ANA
<br />ORANGE COUNTY
<br />CALIFORNIA
<br />003-1 1 3-09
<br />7,001 / 0.1 6LOT SIZE (SF/AC) :
<br />BUILDING ANALYSIS
<br />OCCUPANCY GROUP: R-3
<br />TYPE OF CONSTRUCTION: V-B
<br />MFD FIRE SPRINKLERS: NO
<br />NUMBER OF STORIES: TWO
<br />PROPERTY TYPE: MFD - Residential
<br />SOLAR PANELS: YES
<br />ZONING: P-HDII
<br />ZONING DESCRIPTION: PROFESSIONAL-
<br />HEIGHT DISTRICT II
<br />FIRE HAZARD: NO
<br />FLOODING HAZARD: NO
<br />NOISE CNEL CONTOUR: -
<br />LIQUEFACTION ZONE:
<br />EASEMENT: NO
<br />FAULT ZONE: NO
<br />"The project is NOT located within a Risk Flooding Zone
<br />according to FEMA panel number 060232 - 06059C01 63J
<br />dated 1 2/03/2009. It will NOT required the first floor to be
<br />elevated a minimum 1 foot above natural highest adjacent ground
<br />in compliance with FEMA and/or CITY OF SANTA ANA & ORANGE
<br />COUNTY regulations".
<br />48 CUBIC YARDS
<br />CUT AND FILL ESTIMATED
<br />NOTE
<br />VICINITY MAP LOCATION MAP
<br />LEGAL DESCRIPTIONSCOPE OF WORK
<br />SHEET INDEX
<br />JC IMP EXP INC
<br />L O C A T I O N :
<br />F O R :
<br />PROPOSED 2 NEW ADU's
<br />OWNER/CLIENT
<br />PROJECT LOCATION
<br />PROJECT TITLE
<br />SHEET TITLE
<br />DATE
<br />AS SHOWN
<br />SCALE
<br />02 / 24
<br />00-G-1
<br />Mailing address:
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<br />
<br />2010 AND 2012 N BUSH AVE #100 AND #101,
<br />SANTA ANA, CA 92706-2818
<br />NO
<br />SEE ARCHITECTURAL AND FINISHING NOTES ON SHEET A-8FRONT VIEW
<br />CITY :
<br />COUNTY :
<br />STATE :
<br />APN :
<br />SHEET
<br />660 S.F.NEW ADU #1 AREA:
<br />JC IMP EXP INC
<br />PROPOSED (2) TWO NEW ADU's.
<br />ADU's FIRE SPRINKLERS: NO
<br />660 S.F.NEW ADU #2 AREA:
<br />Lot Number: 8 Tract No: 463 Brief
<br />Description: A TR MAIN ST TR BLK LOT 8
<br />1 4881 ALDER LN, TUSTIN,
<br />CA 92780-6742
<br />201 0 AND 201 2 N BUSH AVE
<br />#1 00 AND #1 01 , SANTA ANA,
<br />CA 92706-281 8
<br />91 S.F.ATTIC AGGREGATE AREA:
<br />91 S.F.ATTIC AGGREGATE AREA:
<br />440 S.F.EXISTING GARAGE TO BE DEMO:
<br />EASEMENT NOTE:
<br />1 . THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR
<br />CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR CLEARANCE
<br />ON-SITE THAT MAY AFFECT THE PROJECT.
<br />DEFERRED SUBMITTAL:
<br />1 . UNPERMITTED FRONT YARD FENCE WILL BE LEGALIZED UNDER A
<br />SEPARATE PERMIT BY THE OWNER.
<br />ADU ADDRESSES: 2012 N BUSH STREET, UNIT 100 & 101.
<br />47 S.F.FRONT PORCH AREA:
<br />47 S.F.COVER PATIO AREA:
<br />47 S.F.FRONT PORCH AREA:
<br />47 S.F.COVER PATIO AREA:
<br />DEFERRED SUBMITTAL:
<br />1 . PV SOLAR SYSTEM MIN 2.07 kWdc SEE T-24 CALC's. EACH UNIT.
<br />IAQ FANS = 42 CFM (UNIT 1 00 & 1 01 )
<br />NEW UNIT 100 & 101
<br />1 . Insulation below roof deck .
<br />2. Northwest Energy Efficiency
<br />Alliance (NEEA) rated heat
<br />pump water heater; specific
<br />brand/model, or equivalent,
<br />must be installed.
<br />3. R-1 5 Wall insulation.
<br />4. R-30 + R1 3 Roof & Attic.
<br />5. Max U-factor 0.30
<br />6. Max SHGC 0.23
<br />7. Heat Pump Water Heater
<br />(HPWH). See T-24 spec's.
<br />8. HVAC/HSPF Heat Pump
<br />heating cooling. SEER 1 6
<br />EER 1 2.
<br />9. Total Air flow rate 42 CFM
<br />1 0. Registered Certification
<br />submit to building inspector
<br />before final inspection.
<br />1 . Quality insulation installation (QII)
<br />2. Indoor air quality ventilation.
<br />3. Kitchen range hood.
<br />4. Minimum Airflow.
<br />5. Verified SEER/SEER2.
<br />6. Verified Refrigerant Charge.
<br />7. Fan Efficacy Watts/CFM.
<br />8. Verified HSPF.
<br />9. Verified heat pump rated heating
<br />capacity.
<br />1 0. Duct leakage testing.
<br />SEE T-24 Calc's RESIDENTIAL
<br />PERFORMANCE COMPLIANCE METHOD
<br />City approval stamps
<br />01-A-3 ARCHITECTURAL NOTES AND DETAILS
<br />01-A-5 PROPOSED UNIT's FLOOR PLANS
<br />01-A-1 ELEVATIONS EXISTING MFD
<br />01-A-4 EXISTING GARAGE AND DEMO PLAN
<br />01-A-7 PROPOSED ROOF PLAN
<br />01-A-8 SOUTH AND WEST ELEVATION
<br />03-GB1 GREEN BUILDING
<br />03-GB2 GREEN BUILDING
<br />01-G-2 PROPOSED SITE PLAN
<br />01-A-6 PROPOSED ATTIC FLOOR PLANS
<br />01-A-9 NORTH AND EAST ELEVATION
<br />00-G-1 COVER SHEET
<br />01-A-2 EXISTING MFD FLOOR PLANS AND ROOF PLAN
<br />03-T-24-1 UNIT 100
<br />03-T-24-2 UNIT 100
<br />03-T-24-3 UNIT 101
<br />03-T-24-4 UNIT 101
<br />01-A-10 CROSS SECTIONS
<br />05-E-1 ELECTRICAL NOTES
<br />05-E-2 ELECTRICAL PLANS
<br />07-P-01 PLUMBING NOTES
<br />07-P-02 PLUMBING SCHEDULES
<br />07-P-03 PLUMBING DETAILS
<br />07-P-04 PLUMBING DETAILS
<br />07-P-05 PLUMBING PLANS
<br />07-P-06 PLUMBING PLANS
<br />02-S-1A PROPOSED FOUNDATION PLAN
<br />02-S-1B PROPOSED FRAMING PLAN
<br />02-S-2 NAILING SCHEDULES
<br />REG
<br />I
<br />STERED PROF ES S IONAL
<br />ENGI NE
<br />ER
<br />STATE OF CAL IFORNIA
<br />NO. C-31397
<br />EXP. 12/31/2024
<br />C I V I L
<br />LEO A .A GUILERA
<br />ADU/SFD RATIO : ( 1320 / 1466) = 0.90
<br />NOTE: The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is
<br />responsible for the given “SFR sf” of the existing primary residence ; Building Safety staff
<br />are not responsible for the accuracy of the given “SFR sf” of the existing residence.
<br />Bldg #'s 101121423-24
<br />
<br />APPROVALS:
<br />PLNG - C. Santana
<br />BLDG - CSG
<br />POLICE - B. Martin
<br />PUBLIC WORKS - Y. Soto
<br />2010 & 2012 N Bush Ave,
<br />#100 and #1012/21/2025
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