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<br />N
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<br />9
<br />5
<br />'
<br />PROPERTY LINE 65'
<br />2% MIN
<br />SLOPE
<br />S PACIFIC AVE
<br />EX. SINGLE-FAMILY
<br />RESIDENTIAL
<br />(NO SPRINKLERS)
<br />EX 360 SQ.FT.
<br />GARAGE
<br />3' - 0"18' - 0"44' - 0"
<br />34' - 0"5' - 0"
<br />20
<br />'
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<br />5'
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<br />EX. CONCRETE
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<br />N
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<br />9
<br />5
<br />'
<br />PROPERTY LINE 65'
<br />EX. DRIVEWAY
<br />EX. LANDSCAPE
<br />EX. LANDSCAPE
<br />2% MIN
<br />SLOPE
<br />N
<br />1' - 0"
<br />EX. W
<br />A
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<br />K
<br />W
<br />A
<br />Y
<br />4' - 0"
<br />EX.
<br />LANDSCAPE
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<br />5
<br />'
<br />PROPERTY LINE 65'
<br />2% MIN
<br />SLOPE
<br />S PACIFIC AVE
<br />3' - 0"18' - 0"44' - 0"
<br />3' - 0"18' - 0"5' - 0"34' - 0"5' - 0"
<br />61
<br />'
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<br />-
<br />
<br />8
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<br />8'
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<br />-
<br />
<br />4
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<br />20
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<br />-
<br />
<br />0
<br />"
<br />5'
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<br />-
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<br />0
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<br />EX. CONCRETE
<br />PR
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<br />
<br />9
<br />5
<br />'
<br />PROPERTY LINE 65'
<br />3' - 0"18' - 0"5' - 0"
<br />EX. DRIVEWAY
<br />EX. LANDSCAPE
<br />EX. LANDSCAPE
<br />2% MIN
<br />SLOPE
<br />N
<br />1' - 0"
<br />1' - 0"
<br />EX. W
<br />A
<br />L
<br />K
<br />W
<br />A
<br />Y
<br />4' - 0"
<br />EX.
<br />LANDSCAPE
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<br />4' - 0"
<br />4' - 0"
<br />Walkway
<br />for ADU
<br />Walkway
<br />for ADU
<br />4' - 0"
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<br />GENERAL NOTES1.CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD CONDITIONSBEFORE COMMENCING WITH THE WORK INVOLVED. ANY DISCREPANCIES FOUND SHALLBE REPORTED TO THE OWNER IN WRITING FOR CORRECTIONS OR CLARIFICATION.2.PROVIDE SHORING AT ALL TIMES WHEN ALTERING VERTICAL MEMBERS. CONTRACTORSHALL VERIFY ACTUAL CONDITIONS AND REPORT IN WRITING TO THE ARCHITECT FORRESOLUTION PRIOR TO PROCEEDING WITH THE WORK.3.THE AREA OF GLASS IN WINDOWS LIMITED TO 20% OF THE FLOOR ADDITION PLUS THEAREA OF ANY GLASS THAT WAS ELIMINATED IN THE ORIGINAL RESIDENCE WALL AREAWHERE THE NEW ADDITION IS ATTACHED. ALL NEW WINDOWS SHALL BE DUAL-GLAZED.4.ALL WINDOWS ARE TO BE WEATHER STRIPPED.5.SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPINGROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM (CBC 310.9.1-4).6.ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR ASREQUIRED FOR FORCED AIR UNIT.7.UTILITY LINES AND ACCESSORIES FOUND AT THE SITE THAT INTERFERE WITH THE NEWCONSTRUCTION SHALL BE RELOCATED AS NECESSARY. THE CONTRACTOR SHALLOBTAIN ANY BUILDING PERMIT REQUIRED.8.ALL WOOD IN CONTACT WITH CONCRETE AND FOUNDATION SILLS SHALL BE PRESSURETREATED.9.PROVIDE CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICHWILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 4"MINIMUM HEIGHT ABOVE GRADE.10.WALLS CONTAINING 3" OR 4" DIAMETER DRAIN/WASTE/VENT PIPING SHALL BE SIZED TOALLOW CUTTING/NOTCHING/BORING (2 X 6 MIN.).11.CAULK/SEAL ALL PENETRATIONS TO TOP AND BOTTOM PLATES.12.CAULK/SEAL ALL EXTERIOR BOTTOM PLATES.13.INSULATION : WALLS R-15 / CEILING R-30 / FLOOR R-1914.ALL EXTERIOR FINISH MATERIAL TO MATCH EXISTING IN TYPE AND COLOR.15.ALL NEW ELECTRICAL WIRING SHALL BE COPPER.16.PROVIDE SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER ASFOLLOWS : SCRATCH COAT, BROWN COAT , COLOR COAT [ STAPLES ARE NOTPERMITTED FOR ATTACHING WIRE ].17.BUILDING PAPER TO BE USED # 60 FOR STUCCO THAT DOES NOT HAVE PLYWOODBACKING.18.DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE.19.DISTANCE FROM FACE OF THE FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACKPLUS WALL FINISH THICKNESS (MINIMUM).20.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NOSOLID WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES ORBY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THESTREET, GUTTER OR STORM DRAIN SYSTEM.21.THE INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATEOF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATESHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THEAPPROPRIATE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24AND SHALL SPECIFY THE MANUFACTORE'S NAME AND MATERIAL IDENTIFICATION, THEINSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUMINSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURE'SLABELED DENSITY FOR THE DESIRED R-VALUE.22.ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK U.N.O., (SEE PLAN FOR SIZE). ATDOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR.23.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT
<br />DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR
<br />W/ TEMP. GL.
<br />24.CONTRACTOR SHALL VERIFY WITH WINDOW MANUFACTURER THAT ALL ESCAPE OR
<br />RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET, GRADE
<br />FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 FT. THE MIN. NET
<br />CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL
<br />BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE
<br />FLOOR (C.R.C. R310.1). WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE
<br />BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.
<br />25.DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND
<br />DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MIN. SHEET METAL AND SHALL
<br />HAVE NO OPENING INTO GARAGE-PER SEC R302.5.2
<br />26.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND AN OBSTRUCTED
<br />ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES.PULL
<br />BOXES,TRANSFORMERS, VAULTS,PUMPS,VALVES,METERS,APPURTENANCE ETC,) OR THE
<br />LOCATION OF THE HOOK UPS.
<br />27.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHEATHER
<br />OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO COMPLY MAY CAUSE
<br />CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES
<br />28.AN APPROVED SEISMIC GAS SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE
<br />ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO
<br />THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS
<br />PIPING.(PER ORDINANCE170.156) (INCLUDES COMMERCIAL ADDITIONS AND IT WORK
<br />OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED.
<br />29.PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.EXISTING
<br />SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
<br />30.WATER HEATER MUST BE STRAPPED TO WALL (SEC.5013 LAPC)
<br />31.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDEDFOR
<br />HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR
<br />ALTERATIONS,REPAIRS,OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000)
<br />(R314.6.2)
<br />32.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING
<br />ONE THOUSAND DOLLARS ($1,000) EXISTING DWELLING OR SLEEPING UNITS THAT HAVE
<br />ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH A
<br />CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R3151.CARBON MONOXIDE
<br />ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING
<br />UNITS FOR WHICH THE PERMIT WAS OBTAINED (R315 .2).
<br />33.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL
<br />LIGHT BY MEANS OF EXTERIOR GLAZED OPENING IN ACCORDANCE WITH SECTION R303.1
<br />OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN
<br />AVERAGE ILLUMUNATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM, AT A
<br />HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)
<br />GENERAL REQUIREMENTS
<br />1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC,CRC,CMC,CPC,
<br />AND CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR
<br />AND HIS JURISDICTION.
<br />2.SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL,ELECTRICAL, LUMBING,
<br />SHORING, GRADING, AND DEMOLITION.
<br />3.ALL PROPERTY LINES,EASEMENTS,AND EXISTING BUILDINGS HAVE BEEN INDICATED ON
<br />THIS SITE PLAN.
<br />4.A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT
<br />SHALL BE INTALLED PRIOR TO EXCAVATION AND OR F FOUNDATION TRENCHING.(BMC
<br />9-1-13302.3).
<br />5.WATER SHALL BE PROVIDED ON THE SITE AND USES TO CONTROL DUST.
<br />6.TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305)
<br />7.THE FINISH GRADE SHALL SLOPE A MIN. OF 5%,OR 6",TO A POINT 10 FEETFROM BUILDING
<br />FOUNDATION,OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY
<br />FROM THE FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3)
<br />8.THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE
<br />STREET GUTTER A MINIMUM 12" OR PLUS 2 % (CRC R403.1.7.3)
<br />FIRE PROTECTION
<br />1.AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
<br />HALLWAY OR AREA GIVING ACCESS TO A SLEEOING ROOM, AND EACH STORY AND
<br />BASEMENT FOR DWELLING WITH MORE THAN ONE STORY,SMOKE ALARMS SHALL BE
<br />INTERCONNECTED SO THAT ACTUATION OF A ONE ALARM WILL ACTIVATE ALL THE
<br />ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.IN NEW CONSTRUCTION SMOKE
<br />ALARMS SHALL RECIEVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
<br />AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL (R314).
<br />2.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND
<br />IN SLEEPING UNITS.WITHIN WHICH FEL-BURNING APPLIANCES ARE INSTALLED AND IN
<br />DWELLING UNITS THAT HAVE ATTACHED GARAGES,CARBON MONOXIDE ALARM SHALL BE
<br />PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE
<br />IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT
<br />INCLUDING BASEMENT (R315)
<br />SCOPE OF WORK•EX. 360 SQ.FT. GARAGE + 150 SQ.FT. ADDITION TO BENEW ADU WITH 1 BEDROOM, 1 BATHROOM,KITCHEN/DINING, LIVING AND LAUDNRY. TOTAL OF510 SQ.FT.ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES•2022 CALIFORNIA RESIDENTIAL CODE•2022 CALIFORNIA ELECTRICAL CODEINTERNATIONAL CODE COUNCIL•2022 CALIFORNIA BUILDING CODE (C.B.C.)•2022 CALIFORNIA BUILDING ENERGY STANDARDS•2022 CALIFORNIA RESIDENTIAL CODE (C.R.C.)•2023 LA FIRE CODE (LAFC)•2022 CALIFORNIA MECHANICAL CODE•2022 CALIFORNIA PLUMBING CODE•CITY MUNICIPAL CODERESIDENTIAL GENERAL REQUIREMENTS CHECK LIST1.CONCRETE STRENGHT: 2,500 p.s.i. PER 2022 CRC R404,1,2,3,1, @ 28 DAYS. USE TYPEII OR V CEMENT. SPECIAL INSPECTION IS NOT REQ'D.2.STEEL REINFORCEMENT: GRADE 60, DEFORMED. PER CRC R404.1.2.3.7.13.ANCHOR BOLTS: A-307.4.LUMBER: USE DOUGLAS FIR, LARCH No. 2 OR BETTER UNLESS OTHERWISENOCOTED ON FRAMING PLANS.5.USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC.2501.4.6.ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCALAMENDMENTS.RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST1.THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION ANDGRADING PLANS AND REPRESENT THE MINIMUM STANDARDS OF HOUSEKEEPINGWHICH MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITESREGARDLESS OFSIZE.2.ERODED SEDIMENTS AND OTHE POLLUTANTSMUST BE RETAINED ON SITE AND MAYNOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS,NATURAL DRAINAGE OR WIND.3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BERETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND.4.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED INACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL ANDSURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO PROTECTEDFROM THE WEATHER. SPILLS MUST BE CLAENED UP IMMEDIATELY AND DISPOSEDOF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGESYSTEM.5.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO HE PUBLIC WAY OR ANYOTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIAN CONCRETEWASTES ON SITE UNTIL THEY CAN BE DIPOSED OF AS SOLID WASTE6.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO ACOVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER ANDDISPERSAL BY WIND.7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BYVEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BESTABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THEPUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY ANDMAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.8.ANY SLOPES WITH DISTURBED SOILSOR DENUDED OF VEGITATION MUST BESTABILIZED SO AS TO INHIBIT EROSIOP EROSION BY WIND AND WATER.9.AS PER AMC SEC. 18.38.015 ADU LESS THAN 800 SF DO NOT GET INCLUDED IN THELOT COVERAGE CALCULATIO. THE LOT COVERAGE SHALL BE LIMITED TO MAINHOME AND ADDITION.Property InformationAssessment No.109-062-03Lot Number139Legal Start Date2/21/1955Lot TypeLotDoc. No.MM 68/40-43Area sqft6181Property Boundary DescriptionN-TRACT:2325LOT:139Building DescriptionSquare Footage:1,134Bedrooms / Bathrooms3 / 2Units1PROPERTY INFORMATION VICINITY MAPLot Area6,181sq.ft.Existing Construction1,134sq.ft.Existing Garage to be converted360sq.ft.Existing Storage to be conv.150sq.ft.Total SFD and ADU1,644sq.ft.Ratio26.59%SQUARE FOOTAGEINDEXPLANDESCRIPTION- -A1 SITE PLAN & PROJECT INFOA1.1 EXISTING HOUSE FLOOR PLANSA2 EXISTING & PROPOSED FLOOR/ROOF PLANSA3 PROPOSED UTILITY PLANS & UTILITY NOTESA4 ELEVATIONS & SECTIONSA5 FOUNDATION & FRAMING PLANA6 FOUNDATION & FRAMING DETAILSA7 WFPP SHEETSA8 GENERAL NOTESG1 GREEN CODEG2 GREEN CODET-1 TITLE 24 REPORTT-2 TITLE 24 REPORTT-3 TITLE 24 REPORT
<br />Project number
<br />Date
<br />Drawn by
<br />Checked by
<br />THIS DESIGN AND DRAWINGS, ARECOPYRIGHT PROTECTED AND ARETHE EXCLUSIVE PROPERTY OF J&C BUILDERS INC,THEY SHALL BENO USED, MODIFIED DUPLICATED INWHOLE OR IN ANY MANNER, NORASSIGNED TO A THIRD PARTY WITHOUTTHE WRITTEN AUTHORIZATIONOFJ&C BUILDERS INC.
<br />APPROVAL STAMP
<br />OWNERCONTACT PERSONJose Zambrano1117 SANTA FE AVE. #100LONG BEACH CA 90813MOBILE:562 522 3549EMAIL:info@jchomebuilders.netDESIGNERJ&C BUILDERS INC1117 SANTA FE AVE. #100LONG BEACH CA 90813MOBILE:562 522 3549EMAIL:info@jchomebuilders.netT-24 CONSULTANTS
<br />A1
<br />SITE PLAN & PROJECT INFO
<br />0001
<br />909 S Pacific Ave,
<br />Santa Ana, CA 92703
<br />11-30-2023
<br />Lucas
<br />-
<br />EX. 360 ft² GARAGE +
<br />150 ft² ADD. TO BE
<br />NEW ADU
<br />Juan Silva949-232-3265
<br />No.Description Date
<br />1/8" = 1'-0"
<br />Existing Site Plan1 EXHIBIT A-ADDRESS PLAN2
<br />(E) 909 S PACIFIC AVE
<br />(N) 909 S PACIFIC
<br />AVE UNIT 2
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