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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 />34. 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;
<br />BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN
<br />“SFR SF” OF THE EXISTING RESIDENCE.
<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 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 FOUNDATION TRENCHING.
<br />5. WATER SHALL BE PROVIDED ON THE SITE AND USES TO CONTROL DUST.
<br />6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE.
<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
<br />• EXISTING 400 SQ.FT. GARAGE + NEW 280 SQ.FT. ADD TO BE AN ADU / TOTAL:
<br />680 SQ.FT.
<br />• LAUNDRY NEXT TO THE GARAGE WILL BE DEMOLISHED.
<br />• DEFERRED PROPERTY LINE FENCE SUBMITTAL
<br />ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES
<br />• 2022 CALIFORNIA RESIDENTIAL CODE
<br />• 2022 CALIFORNIA ELECTRICAL CODE
<br />INTERNATIONAL CODE COUNCIL
<br />• 2022 CALIFORNIA BUILDING CODE (C.B.C.)
<br />• 2022 CALIFORNIA BUILDING ENERGY STANDARDS
<br />• 2022 CALIFORNIA RESIDENTIAL CODE (C.R.C.)
<br />• ORANGE COUNTY FIRE AUTHORITY
<br />• 2022 CALIFORNIA MECHANICAL CODE
<br />• 2022 CALIFORNIA PLUMBING CODE
<br />• CITY MUNICIPAL CODE
<br />RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST
<br />1. CONCRETE STRENGHT: 2,500 p.s.i. PER 2022 CRC R404,1,2,3,1, @ 28 DAYS. USE TYPE II OR V CEMENT. SPECIAL
<br />INSPECTION IS NOT REQ'D.
<br />2. STEEL REINFORCEMENT: GRADE 60, DEFORMED. PER CRC R404.1.2.3.7.1
<br />3. ANCHOR BOLTS: A-307.
<br />4. LUMBER: USE DOUGLAS FIR, LARCH No. 2 OR BETTER UNLESS OTHERWISE NOCOTED ON FRAMING PLANS.
<br />5. USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC. 2501.4.
<br />6. ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCAL AMENDMENTS.
<br />RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST
<br />1. THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION AND GRADING PLANS AND REPRESENT THE
<br />MINIMUM STANDARDS OF HOUSEKEEPING WHICH MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITESREGARDLESS
<br />OF SIZE.
<br />2. ERODED SEDIMENTS AND OTHE POLLUTANTSMUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE
<br />SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND.
<br />3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE RETAINED ON SITE AND MAY NOT
<br />BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND.
<br />4. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE
<br />NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO PROTECTED
<br />FROM THE WEATHER. SPILLS MUST BE CLAENED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY
<br />NOT BE WASHED INTO THE DRAINAGE SYSTEM.
<br />5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO HE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.
<br />PROVISIONS SHALL BE MADE TO RETAIAN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DIPOSED OF AS SOLID
<br />WASTE
<br />6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
<br />CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
<br />7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION
<br />ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC
<br />WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR
<br />OTHER MEANS.
<br />8. ANY SLOPES WITH DISTURBED SOILSOR DENUDED OF VEGITATION MUST BE STABILIZED SO AS TO INHIBIT EROSIOP
<br />EROSION BY WIND AND WATER.
<br />Property Information
<br />Assessor's ID No:016-105-18
<br />Address:2201 HALLADAY ST
<br />STA ANA, CA 92707
<br />Property Type:Single Family Residential
<br />Lot Area:6,842 sq.ft.
<br />Property Boundary Description
<br />N-TRACT: 668 BLOCK: R LOT: 1
<br />Building Description
<br />Square Footage: 1,661
<br />Year Build / Effective Year Built: 1901 / 1901
<br />Bedrooms / Bathrooms 3 / 1
<br />Units 1
<br />PROPERTY INFORMATION
<br />VICINITY MAP
<br />Lot Area 6,842 sq.ft.
<br />Existing SFD 1,661 sq.ft.
<br />Ex. Garage to be an ADU 400 sq.ft.
<br />New ADD to garage 280 sq.ft.
<br />Ex. Porch 85 sq.ft.
<br />Total square footage: SFD + ADU
<br />1,661 sq.ft. 680 sq.ft.
<br /> = 2,341 sq.ft.
<br />Ratio = 680 sq.ft. / 1,661 sq.ft. = 40.93 %
<br />Lot Coverage = 2,426 sq.ft./6,842 sq.ft.= 35.45 %
<br />Occupancy Group: R-3
<br />Construction Type: V-B
<br />Number of stories: One
<br />Fire Sprinklers (E) house: None exists
<br />Fire Sprinklers (N) ADU: None proposed
<br />SQUARE FOOTAGE
<br />INDEX
<br />PLAN DESCRIPTION
<br />00-G-01 PROJECT INFO
<br />00-G-01
<br />.1
<br />PROPOSED SITE
<br />01-A-01 EXISTING SITE PLAN & EXISTING FLOOR
<br />PLAN-MAIN HOUSE
<br />01-A-02 EXISTING ROOF PLAN-MAIN HOUSE & EXISTING
<br />ELEVATIONS-MAIN HOUSE
<br />01-A-03 EXISTING FLOOR&ROOF PLAN, PROPOSED
<br />FLOOR&ROOF PLAN
<br />01-A-04 PROPOSED UTILITY FLOOR PLAN / ISOMETRIC
<br />VIEW
<br />01-A-05 ELEVATIONS & SECTIONS
<br />01-A-06 PHOTOGRAPHS OF EXISTING SITE CONDITIONS
<br />02-S1.0 STRUCTURAL NOTES
<br />02-S1.1 TYPICAL DETAILS
<br />02-S1.2 TYPICAL DETAILS
<br />02-S1.3 TYPICAL DETAILS
<br />02-S2.0 FOUNDATION PLAN
<br />02-S2.1 ROOF FRAMING PLAN
<br />02-S3.0 FOUNDATION DETAILS
<br />02-S5.0 ROOF FRAMING DETAILS
<br />03-G-01 GREEN CODE
<br />03-G-02 GREEN CODE
<br />03-G-03 TITLE 24 REPORT
<br />03-G-04 TITLE 24 REPORT
<br />05-E-01 GENERAL NOTES
<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
<br />PROJECT INFO
<br />0001
<br />940 E ANAHURST PL.
<br />STA. ANA, CA 92707
<br />05-20-2024
<br />Lucas
<br />-
<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 />No. Description Date
<br />1 Revisión 1 Fecha 1
<br />CITY NOTES:
<br />BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-
<br />MONTH PERIOD EXCEED FIFTY (50%) PERCENT OF THE VALUE OF ANY EXIS TING BUILDING OR STRUCTURE, EACH BUILDING
<br />OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY
<br />WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3.
<br />BLDG # 101120172-73
<br />APPROVALS
<br />BLDG - CSG Consultants
<br />PLNG - HJacinto
<br />POLICE - BMartin
<br />940 E Anahurst Pl & 2201
<br />S Halladay11/25/2024
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