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EX. 1,661 SQ.FT. SFD <br />(NO SPRINKLERS) <br />EX <br />. <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />AP <br />P <br />R <br />O <br />A <br />C <br />H <br />N <br />EX. LANDSCAPE <br />EX. WALKWAY <br />EX. DRIVEWAY <br />EX. CONCRETE <br />PROPERTY LINE 50' <br />S HALLADAY ST. <br />PROPERTY LINE 50' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />1 <br />3 <br />6 <br />' <br />-10 <br />" <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />1 <br />3 <br />6 <br />' <br />-10 <br />" <br />EX. LANDSCAPE <br />EX. LANDSCAPE <br />2% MIN <br />SLOPE <br />2% MIN <br />SLOPE <br />2% MIN <br />SLOPE <br />2% MIN <br />SLOPE <br />5% MIN <br />SLOPE <br />GAS METER <br />ELEC. PANEL <br />Sidewalk <br />WATER METER <br />Si <br />d <br />e <br />w <br />a <br />l <br />k <br />400 S.F. GARAGE CONVERSION + NEW <br />280 S.F. TO BE TOTAL 680 S.F. ADU <br />STREET C.L. <br />30 <br />' <br /> <br />T <br />O <br />2% MIN <br />SLOPE <br />2% MIN <br />SLOPE <br />5% MIN <br />SLOPE <br />5% MIN <br />SLOPE <br />5% <br /> <br />M <br />I <br />N <br />SL <br />O <br />P <br />E <br />4:12 <br />4: <br />1 <br />2 <br />4:12 <br />4: <br />1 <br />2 <br />4:12 <br />4: <br />1 <br />2 <br />4: <br />1 <br />2 <br />4: <br />1 <br />2 <br />5% <br /> <br />M <br />I <br />N <br />SL <br />O <br />P <br />E <br />11 <br />1 <br />' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />20 <br />' <br /> <br />- <br /> <br />0 <br />" <br />EA <br />S <br />E <br />M <br />E <br />N <br />T <br />5' <br /> <br />- <br /> <br />0 <br />" <br />12' - 0" <br />EX. GARAGE <br />20' - 0" <br />NEW ADD <br />14' - 0" <br />4: <br />1 <br />2 <br />SETBACK <br />4' - 0" <br />29 <br />' <br /> <br />- <br /> <br />4 <br />" <br />5' EASEMENT <br />EX. Block/Iron Fence h= 4'-0"EX. Block/Iron Fence h= 4'-0" <br />EX <br />. <br /> <br />B <br />l <br />o <br />c <br />k <br />/ <br />I <br />r <br />o <br />n <br /> <br />F <br />e <br />n <br />c <br />e <br /> <br /> <br />h <br />= <br /> <br />4 <br />' <br />-0" <br /> <br />EX <br />. <br /> <br />B <br />l <br />o <br />c <br />k <br />/ <br />I <br />r <br />o <br />n <br /> <br />F <br />e <br />n <br />c <br />e <br /> <br /> <br />h <br />= <br /> <br />4 <br />' <br />-0" <br /> <br />EX <br />. <br /> <br />B <br />l <br />o <br />c <br />k <br />/ <br />I <br />r <br />o <br />n <br /> <br />F <br />e <br />n <br />c <br />e <br /> <br /> <br />h <br />= <br /> <br />5 <br />' <br />-0" <br />EX <br />. <br /> <br />I <br />r <br />o <br />n <br /> <br />G <br />a <br />t <br />e <br /> <br /> <br />h <br />= <br /> <br />5 <br />' <br />-0" <br />EX. 300 SQ.FT. <br />COVERED PATIO <br />EX. 85 SQ.FT. PORCH <br />10' - 11"10' - 11"3' - 9"10' - 11"10' - 11" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />10 <br />' <br /> <br />- <br /> <br />0 <br />" <br />NEW ADDRESS: <br />940 E ANAHURST PL. STA. ANA, CA 92707 <br />ADDRESS: <br />2201 S HALLADAY ST, SANTA ANA, CA 92707 <br />ELEC. METER <br />NEW ELEC. <br />PANEL <br />100AMP. <br />Watter and Gas <br />point of connection <br />New gas line <br />New electrical line <br />Sewer point of connection <br />4" pipe to main line 2% Slope <br />NEW TYPE 2 <br />SURGE PROTECTION <br />DEVICE <br />NEW GAS METER <br />FIRE RATED WALL <br />Project number <br />Date <br />Drawn by <br />Checked by <br />E-mail:skyaaconstruction@gmail.com <br />THIS DESIGN AND DRAWINGS, ARE <br />COPYRIGHT PROTECTED AND ARE <br />THE EXCLUSIVE PROPERTY OF AA SKY <br />CONSTRUCTION INC., THEY SHALL BE <br />NO USED, MODIFIED DUPLICATED IN <br />WHOLE OR IN ANY MANNER, NOR <br />ASSIGNED TO A THIRD PARTY WITHOUT <br />THE WRITTEN AUTHORIZATION <br />OF AA SKY CONSTRUCTION INC. <br />APPROVAL STAMP <br />OWNER <br />CONTACT PERSON <br />DESIGNER <br />AA SKY CONSTRUCTION INC. <br />2074 SILVERADO ST. <br />SAN MARCOS CA 92078 <br />LIC#1061749 <br />OFFICE 858 888 3752 <br />CELL 760 845 7697 <br />RAFAEL G LUJANO <br />E-MAIL: SKYAACONSTRUCTION@GMAIL.COM <br />CONSULTANTS <br />00-G-01.1 <br />PROPOSED SITE <br />0001 <br />940 E ANAHURST PL. <br />STA. ANA, CA 92707 <br />05-20-2024 <br />Autor <br />Verificador <br />EX. 400 SQ.FT. <br />GARAGE+ NEW 280 <br />SQ.FT. TO BE A 680 <br />SQ.FT. ADU <br />RAFAEL LUJANO <br />RAFAEL LUJANO <br />2201 HALLADAY ST. STA. ANA, CA 92707 <br />skyaaconstruction@gmail.com <br />+17608457697 <br />Photograph of the fence. <br />1/8" = 1'-0" <br />Proposed Site Plan1 <br />BUS ROUTE MAP Location: Warner-Halladay <br />Stop ID: 6767 <br />Buses: 72 <br />Distance: 0.1 miles Time: 3 min. <br />GENERAL NOTES <br />1. CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD CONDITIONS <br />BEFORE COMMENCING WITH THE WORK INVOLVED. ANY DISCREPANCIES FOUND SHALL <br />BE REPORTED TO THE OWNER IN WRITING FOR CORRECTIONS OR CLARIFICATION. <br />2. PROVIDE SHORING AT ALL TIMES WHEN ALTERING VERTICAL MEMBERS. CONTRACTOR <br />SHALL VERIFY ACTUAL CONDITIONS AND REPORT IN WRITING TO THE ARCHITECT FOR <br />RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. <br />3. THE AREA OF GLASS IN WINDOWS LIMITED TO 20% OF THE FLOOR ADDITION PLUS THE <br />AREA OF ANY GLASS THAT WAS ELIMINATED IN THE ORIGINAL RESIDENCE WALL AREA <br />WHERE THE NEW ADDITION IS ATTACHED. ALL NEW WINDOWS SHALL BE DUAL-GLAZED. <br />4. ALL WINDOWS ARE TO BE WEATHER STRIPPED. <br />5. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING <br />ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM (CBC 310.9.1-4). <br />6. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR AS <br />REQUIRED FOR FORCED AIR UNIT. <br />7. UTILITY LINES AND ACCESSORIES FOUND AT THE SITE THAT INTERFERE WITH THE NEW <br />CONSTRUCTION SHALL BE RELOCATED AS NECESSARY. THE CONTRACTOR SHALL <br />OBTAIN ANY BUILDING PERMIT REQUIRED. <br />8. ALL WOOD IN CONTACT WITH CONCRETE AND FOUNDATION SILLS SHALL BE PRESSURE <br />TREATED. <br />9. PROVIDE CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH <br />WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 4" <br />MINIMUM HEIGHT ABOVE GRADE. <br />10. WALLS CONTAINING 3" OR 4" DIAMETER DRAIN/WASTE/VENT PIPING SHALL BE SIZED TO <br />ALLOW CUTTING/NOTCHING/BORING (2 X 6 MIN.). <br />11. CAULK/SEAL ALL PENETRATIONS TO TOP AND BOTTOM PLATES. <br />12. CAULK/SEAL ALL EXTERIOR BOTTOM PLATES. <br />13. INSULATION : WALLS R-15 / CEILING R-30 / FLOOR R-19 <br />14. ALL EXTERIOR FINISH MATERIAL TO MATCH EXISTING IN TYPE AND COLOR. <br />15. ALL NEW ELECTRICAL WIRING SHALL BE COPPER. <br />16. PROVIDE SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER AS <br />FOLLOWS : SCRATCH COAT, BROWN COAT , COLOR COAT [ STAPLES ARE NOT <br />PERMITTED FOR ATTACHING WIRE ]. <br />17. BUILDING PAPER TO BE USED # 60 FOR STUCCO THAT DOES NOT HAVE PLYWOOD <br />BACKING. <br />18. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. <br />19. DISTANCE FROM FACE OF THE FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK <br />PLUS WALL FINISH THICKNESS (MINIMUM). <br />20. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO <br />SOLID WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR <br />BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE <br />STREET, GUTTER OR STORM DRAIN SYSTEM. <br />21. THE INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATE <br />OF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATE <br />SHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THE <br />APPROPRIATE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24 <br />AND SHALL SPECIFY THE MANUFACTORE'S NAME AND MATERIAL IDENTIFICATION, THE <br />INSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUM <br />INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURE'S <br />LABELED DENSITY FOR THE DESIRED R-VALUE. <br />22. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK U.N.O., (SEE PLAN FOR SIZE). AT <br />DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. <br />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 />NOTE: <br />THE APPLICANT / PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND / OR CLEARANCE ON SITE THAT MAY AFFECT THE <br />PROJECT. <br />No. Description Date <br />NOTE: <br />1% ANNUAL CHANCE FLOOD DISCHARGE CONTAINED IN STRUCTURE. <br />NOTE: <br />NEW UTILITIES FOR ADU <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024