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Section Identification
<br />Office
<br />101
<br />2
<br />3
<br />A-7
<br />A
<br />A
<br />1
<br />A-4
<br />A-3
<br />Sht. Where Sect. is Drawn
<br />Detail Identification
<br />Sht. Where Sect. is Drawn
<br />Elevation Number
<br />Sht. Where Sect. Is Drawn
<br />Row Designation
<br />Elevation Symbol
<br />Room Number
<br />Room Name
<br />Detail Symbol
<br />1
<br />A
<br />4
<br />3
<br />100
<br />A
<br />Revision Number
<br />Revision Symbol
<br />Demolition Symbol
<br />Demolition Symbol
<br />Equipment Number
<br />Equipment Symbol
<br />Section Symbol
<br />Door Number
<br />Door Symbol
<br />Column or Reference Lines
<br />JOB NO.SCALE
<br />AS NOTED
<br />SHEET NO.
<br />SHEET TITLE.
<br />APPROVALS:
<br />THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF
<br />THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE
<br />DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES
<br />THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN
<br />ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY
<br />AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION
<br />FROM THE DRAFTER.
<br />[DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME]
<br />1610 W. 7TH ST. LOS ANGELES, CA. 90017
<br />benny@designgroupname.com
<br />marino@designgroupname.com
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<br />A
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<br />T-0.0
<br />COVER PAGE
<br />[DGN-2200]
<br />1621 w 10th ST. & #2
<br />SANTA ANA, CA.
<br />10th ADU
<br />No. Description Date
<br />3 B&S - REV 1 08 21 24
<br />10TH ADU
<br />1621 W 10TH ST. & #2
<br />SANTA ANA, CA.
<br />CONTRACTOR TO VERIFY ALL DIMENSION WITH DESIGNER PRIOR TO COMMENCING WORK, DESIGNER WILL NOT BE LIABLE FOR ANY MISTAKES DONE ON SITE WITHOUT VERIFYING WITH DESIGNER.
<br />DRAWINGS SHOULD NOT BE SCALED AS THEY MAY DIFFER DUE TO REPROGRAPHICAL ERRORS.
<br />THESE DRAWINGS ARE PREPARED UNDER CALIFORNIA BUSINESS & PROFESSIONS CODE 5537:
<br />A. THIS CHAPTER DOES NOT PROHIBIT ANY PERSON FROM PREPARING PLANS, DRAWINGS, OR SPECIFICATIONS FOR ANY OF
<br />THE FOLLOWING:
<br />1.1. SINGLE-FAMILY DWELLINGS OF WOODFRAME CONSTRUCTION NOT MORE THAN TWO STORIES AND BASEMENT IN HEIGHT.
<br />1.2. MULTIPLE DWELLINGS CONTAINING NO MORE THAN FOUR DWELLING UNITS OF WOODFRAME CONSTRUCTION NOT MORE
<br />THAN TWO STORIES AND BASEMENT IN HEIGHT. HOWEVER, THIS PARAGRAPH SHALL NOT BE CONSTRUED AS ALLOWING AN
<br />UNLICENSED PERSON TO DESIGN MULTIPLE CLUSTERS OF UP TO FOUR DWELLING UNITS EACH TO FORM APARTMENT OR
<br />CONDOMINIUM COMPLEXES WHERE THE TOTAL EXCEEDS FOUR UNITS ON ANY LAWFULLY DIVIDED LOT.
<br />1.3. GARAGES OR OTHER STRUCTURES APPURTENANT TO BUILDINGS DESCRIBED UNDER SUBDIVISION (A), OF WOODFRAME
<br />CONSTRUCTION NOT MORE THAN TWO STORIES AND BASEMENT IN HEIGHT
<br />1.4. AGRICULTURAL AND RANCH BUILDINGS OF WOODFRAME CONSTRUCTION, UNLESS THE BUILDING OFFICIAL HAVING
<br />JURISDICTION DEEMS THAT AN UNDUE RISK TO THE PUBLIC HEALTH, SAFETY, OR WELFARE IS INVOLVED.
<br />B. IF ANY PORTION OF ANY STRUCTURE EXEMPTED BY THIS SECTION DEVIATES FROM SUBSTANTIAL COMPLIANCE WITH
<br />CONVENTIONAL FRAMING REQUIREMENTS FOR WOODFRAME CONSTRUCTION FOUND IN THE MOST RECENT EDITION OF
<br />TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS OR TABLES OF LIMITATION FOR WOODFRAME CONSTRUCTION, AS
<br />DEFINED BY THE APPLICABLE BUILDING CODE DULY ADOPTED BY THE LOCAL JURISDICTION OR THE STATE, THE BUILDING
<br />OFFICIAL HAVING JURISDICTION SHALL REQUIRE THE PREPARATION OF PLANS, DRAWINGS, SPECIFICATIONS, OR
<br />CALCULATIONS FOR THAT PORTION BY, OR UNDER THE RESPONSIBLE CONTROL OF, A LICENSED ARCHITECT OR
<br />REGISTERED ENGINEER. THE DOCUMENTS FOR THAT PORTION SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSEE
<br />WHO IS RESPONSIBLE FOR THEIR PREPARATION. SUBSTANTIAL COMPLIANCE FOR PURPOSES OF THIS SECTION IS NOT
<br />INTENDED TO RESTRICT THE ABILITY OF THE BUILDING OFFICIALS TO APPROVE PLANS PURSUANT TO EXISTING LAW AND IS
<br />ONLY INTENDED TO CLARIFY THE INTENT OF CHAPTER 405 OF THE STATUTES OF 1985.(AMENDED BY STATS. 1996, CH. 184,
<br />SEC. 8. EFFECTIVE JANUARY 1, 1997.)
<br />1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO ANY WORK AND SHALL NOTIFY THE DESIGNER OF
<br />ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED DUE TO HIS FAILURE TO DO SO.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING, AND SCHEDULING OF ALL INSPECTIONS AND
<br />TESTS INDICATED ON THE PLANS AND SPECIFICATIONS RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED BY ANY
<br />GOVERNMENTAL AGENCY. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE
<br />BUILDING (S) AS MAY BE INDICATED ON THE PLANS. CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY LINES
<br />(WATER, SEWER (S), GAS, AND ELECTRICAL), TO WITHIN 5'-0" OF THE BUILDING TO TERMINATION POINTS AS INDICATED ON
<br />THE PLANS READY FOR CONNECTION.
<br />2. THE CONTRACTOR WILL PROVIDE THE OWNER WITH A LETTER OF CERTIFICATION PREPARED IMMEDIATELY AFTER
<br />FOOTINGS ARE PLACED, TO CONFIRM THAT THE LOCATION OF FOOTINGS COMPLY WITH THE APPROVED SITE DRAWINGS.
<br />THIS SHALL BE DONE BY THE SITE CIVIL ENGINEER AT THE CONTRACTORS EXPENSE. ANY DISCREPANCIES FROM THE
<br />APPROVED BUILDING LOCATION WILL BE REMOVED AT THE CONTRACTORS EXPENSE.
<br />3. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH NORMAL CHANNELS.
<br />4. ALL WALL FRAMING SHALL BE 2 X 4 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 2X6 WOOD STUDS SHALL BE USED
<br />FOR WALLS RECEIVING HEAVY PLUMBING, ELECTRICAL PANELS, OR CONCEALING PIPE COLUMNS. ALL STUDS OVER 14"-0"
<br />HEIGHT SHALL BE 2 X 6. SEE STRUCTURAL.
<br />5. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT ARE ALLOWED BEYOND THAT WHICH IS SHOWN ON
<br />THESE PLANS WITHOUT WRITTEN CONSENT OF THE DESIGNER AND THE STRUCTURAL ENGINEER.
<br />6. BUILDING PADS CONSTRUCTED PER SOILS ENGINEERS SPECIFICATIONS ARE ASSUMED TO BE AT + 0.10 FT. OF THE
<br />ELEVATIONS SHOWN ON THE PLANS. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY DISCREPANCIES UPON
<br />VERIFICATION.
<br />7. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE STARTING ADJACENT CONCRETE SLABS. CONCRETE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR SPLASHING OF FRESH CONCRETE SEE SPECIFICATIONS.
<br />8. PAVING SHALL BE ACCOMPLISHED ACCORDING TO THE SITE PAVING SPECIFICATIONS AND THE SOILS REPORT AND SHALL
<br />BE OF THE SAME SECTION AND DRAINAGE SCHEME AS ADJACENT PAVED AREAS. THE BUILDING CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR THE A.C. OR CONCRETE PAVING, ON AND OFF SITE. IF THE EXISTING PAVING FALLS SHORT OF THE
<br />BUILDING LINE, OR IF A PORTION OR SECTION OF THE EXISTING PAVING NEEDS TO BE REMOVED FOR CONSTRUCTION
<br />PURPOSE, THE BUILDING CONTRACTOR SHALL, AT THE APPROPRIATE TIME, REPLACE THE A.C. PAVING TO THE BUILDING
<br />LINE. THICKNESS OF THE A.C. PAVING BASE MATERIAL AND ALL OTHER ASPECTS SHALL MATCH EXISTING OTHER
<br />ASSOCIATED PERMANENT IMPROVEMENTS SUCH AS CONCRETE CURBS, WHEELSTOPS, PLANTING AND IRRIGATION OF
<br />DISTURBED OR DAMAGE DURING THE CONSTRUCTION PROCESS SHALL LIKEWISE BE REPLACED AND RESTORED INCLUDING
<br />PAVEMENT STRIPING. PER APWA STANDARD PLANS AND CITY STANDARDS.
<br />9. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND REGULATIONS.
<br />GENERAL NOTES
<br />BUILDING & SITE DATA
<br />FLOOR AREA BREAKDOWN
<br />APPLICABLE CODES
<br />ABBREVIATIONS
<br />SYMBOL DEFINITIONS SHEET INDEX
<br />SETBACKS & RESTRICTIONS
<br />VICINITY MAP
<br />CONSULTANT LIST
<br />SCOPE OF WORK
<br />• 215 SF CONVERSION FROM 1-CAR GARAGE TO ADU - ADD TO 278 SF EXISTING GUEST HOUSE
<br />• EXISTING GUEST HOUSE - BED & BATH ADDITION IN 1972 - #8394
<br />• DEMO EXISTING COVERED PATIO - NON PERMITTED
<br />ABV. - Above
<br />A.B. - Anchor Bolt
<br />A/C - Air Conditioner
<br />A.D. - Access Door
<br />ADD. - Addition
<br />ADJ. - Adjust
<br />A.F.F. - Above Finished Floor
<br />A.F.G. - Above Finished Grade
<br />A.G. - Above Grade
<br />ALT. - Alternate
<br />APP'D. - Approved
<br />ARCH. - Architect,
<br />Architectural
<br />ASPH. - Asphalt
<br />B
<br />B.C. - Bookcase
<br />BD. - Board
<br />B.L. - Building Line
<br />BLDG. - Building
<br />BLK. - Block
<br />BM. - Beam
<br />B.N. - Boundary nailing
<br />B.O. - Bottom of
<br />B.O.F. - Bottom of footing
<br />B.O.W. - Bottom of wall
<br />BRG. - Bearing
<br />B.U. - Built up
<br />BTM. - Bottom
<br />C
<br />CSMNT. - Casement
<br />CABT. - Cabinet
<br />C.B. - Catch Basin
<br />C.D. - Construction document
<br />CEM. - Cement
<br />C.F.M. - Cubic Feet per Minute
<br />C.L. - Center Line
<br />CH. - Channel
<br />C.I. - Cast Iron
<br />C.I.P. - Cast in Place
<br />CL. - Closet
<br />CLG. - Ceiling
<br />C.O. - Clean Out
<br />C.O. - Cased Opening
<br />COL. - Column
<br />CONT. - Continuous
<br />CONTR. - Contractor
<br />CONC. - Concrete
<br />C.T. - Ceramic Tile
<br />D
<br />D.S. - Down spout
<br />D/W - Dishwasher
<br />DBL. - Double
<br />DEMO. - Demolition
<br />DIA. - Diameter
<br />DIM. - Dimension
<br />D.L. - Dead Load
<br />DN. - Down
<br />DR. - Door
<br />E
<br />EA. - Each
<br />E.F. - Exhaust fan
<br />E.J. - Expansion joint
<br />E.N. - End nailing
<br />ELEV. - Elevation
<br />ELECT. - Electric, electrical
<br />EQ. - Equal
<br />EQUIP. - Equipment
<br />EST. - Estimate
<br />E.W. - Each way
<br />EXH. - Exhaust
<br />EXIST. - Existing
<br />EXT. - Exterior
<br />N
<br />N.T.S. - Not to scale
<br />N.C.M. - Non-corrosive metal
<br />N.F.C. - Not for construction
<br />NLR. - Nailer
<br />NO. - Number
<br />NOM. - Nominal
<br />O
<br />O.C. - On center
<br />O.D. - Outside diameter
<br />O.R. - Outside radius
<br />O.H. - Overhead
<br />OPNG. - Opening
<br />P
<br />P. - Paint
<br />PART. - Partition
<br />PAV. - Pavement
<br />P.C. - Pre-Cast Concrete
<br />PERF. - Perforated
<br />PL. - Plaster
<br />PLT. - Plate
<br />P.L. - Property line
<br />PLAS. - Plastic
<br />P.L.V. - Plastic laminate veneer
<br />PLYWD. - Plywood
<br />PORC. - Porcelain
<br />P.S.F. - Pounds per square foot
<br />P.S.I. - Pounds per square inch
<br />P.V.C. - Polyvinyl chloride
<br />PWR. - Power
<br />Q
<br />Q.T. - Quarry tile
<br />QTY. - Quantity
<br />R
<br />RAD. - Radius
<br />R.D. - Roof drain
<br />R.D.L. - Roof drain leader
<br />R.O. - Rough Opening
<br />R.O.W. - Right of way
<br />REFG. - Refrigerator
<br />REF. - Reference
<br />REINF. - Reinforced
<br />RET. - Return
<br />REV. - Revision
<br />RM. - Room
<br />RMV. - Remove
<br />S
<br />SAN. - Sanitary
<br />S.C. - Solid core
<br />S.C. - Self-Closing
<br />SCHED. - Schedule
<br />S.D. - Smoke detector
<br />SECT. - Section
<br />SHT. - Sheet
<br />SHT'G. - Sheathing
<br />SIM. - Similar
<br />SPECS. - Specifications
<br />SQ.FT. - Square feet
<br />SQ. IN. - Square inches
<br />STD. - Standard
<br />STL. - Steel
<br />S.Y. - Square yard
<br />SYS. - System
<br />T
<br />T&G - Tongue and groove
<br />T.B. - Through bolt
<br />T.O. - Top of
<br />T.O.B. - Top of Beam
<br />T.O.C. - Top of curb
<br />T.O.F. - Top of footing
<br />T.O.J. - Top of joist
<br />T.O.M. - Top of masonry
<br />T.O.W. - Top of wall
<br />T.S. - Tube steel
<br />TH. - Threshold
<br />THR. - Threaded
<br />TYP. - Typical
<br />U
<br />UNF. - Unfinished
<br />F
<br />F.A. - Fire alarm
<br />F.C.O. - Floor clean out
<br />F.D. - Floor drain
<br />F.E. - Fire extinguisher
<br />F.N. - Field nailing
<br />FAB. - Fabricate
<br />FDN. - Foundation
<br />FIN. - Finish
<br />FLR. - Floor
<br />FLG. - Flooring
<br />FLUOR. - Fluorescent
<br />FURN. - Furnace
<br />G
<br />GA. - Gauge
<br />GALV. - Galvanized
<br />GAR. - Garage
<br />G.C. - General Contractor
<br />G.F.C.I. - Ground Fault Circuit Interrupt
<br />G.F.I. - Ground Fault Interrupt
<br />GL. - Glass
<br />G.M. - Grade mark
<br />GR. - Grille
<br />G.T. - Glazed tile
<br />GYP. - Gypsum
<br />H
<br />H.B. - Hose bib
<br />H.C. - Hollow core
<br />HDBD. - Hardboard
<br />HDW. - Hardware
<br />HGT. - Height
<br />HOR. - Horizontal
<br />HR. - Hour
<br />H.R. - Handrail
<br />HTR. - Heater
<br />H.V.A.C. - Heating, Venting and Air
<br />Conditioning
<br />H.W. - Hot water
<br />I
<br />I.C.F. - Insulated Concrete Form
<br />I.D. - Inside diameter
<br />I.F. - Inside Face
<br />INCL. - Inclusive, including
<br />INV. - Invert
<br />INSUL. - Insulation
<br />INT. - Interior
<br />J
<br />J-Box - Junction box
<br />JCT. - Junction
<br />JST. - Joist
<br />K
<br />K.-D. - Knock Down
<br />K.D. - Kiln dried
<br />K.O. - Knock out
<br />L
<br />LFT. - Linear feet
<br />LAM. - Laminate
<br />LAT. - Lateral
<br />LAV. - Lavatory
<br />LD. - Lead
<br />LIN. - Linear
<br />LINO. - Linoleum
<br />LT. - Light
<br />LTG. - Lighting
<br />L.V.L. - Laminated Veneer Lumber
<br />M
<br />M.B. - Machine bolt
<br />M.O. - Masonry opening
<br />MAR. - Marble
<br />MAS. - Masonry
<br />MTL. - Material
<br />MAX. - Maximum
<br />MECH. - Mechanical
<br />MED. - Medium
<br />MFG. - Manufacturing
<br />MIN. - Minimum
<br />MOD. - Modular
<br />MTL. - Metal (steel)
<br />MUL. - Mullion
<br />V
<br />V.B. - Vapor barrier
<br />V.I.F. - Verify in field
<br />VA. - Voltage
<br />VCT. - Vinyl composition tile
<br />W
<br />W.C. - Toilet (water closet)
<br />WDW. - Window
<br />WCT. - Wainscot
<br />WP. - Weatherproof
<br />WT. - Weight
<br />WTR. HTR. - Water Heater
<br />WD. - Wood
<br />W.I. - Wrought Iron
<br />W.I.C. - Walk In Closet
<br />Y
<br />YD. - Yard
<br />SHEET INDEX
<br />NUMBER SHEET NAME
<br />T-0.0 COVER PAGE
<br />T-0.1 RESIDENTIAL NOTES
<br />T-1.0 CODE ANALYSIS
<br />T-2.0 ATTACHMENTS
<br />ARCHITECTURAL
<br />A-0.0 SITE PLAN
<br />A-0.1 ROOF PLAN
<br />A-0.2 EXISTING RESIDENCE
<br />A-1.0 EXISTING / DEMO FLOOR PLAN
<br />A-2.0 PROPOSED FLOOR PLAN
<br />A-5.0 SECTIONS
<br />A-6.0 DOOR & WINDOW SCHEDULE
<br />AD-1.0 DETAILS
<br />STRUCTURAL
<br />S-1 STRUCTURAL
<br />S-2 STRUCTURAL
<br />S-3 STRUCTURAL
<br />S-4 STRUCTURAL
<br />S-5 STRUCTURAL
<br />T24
<br />T-24.1 T24 COMPLIANCE FORMS
<br />T-24.2 T24 COMPLIANCE FORMS
<br />ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES TO INCLUDE LOCAL AMENDMENTS"
<br />2022 CALIFORNIA RESIDENTIAL CODE, PART 2.5
<br />2022 CALIFORNIA BUILDING CODE, PART 2,8 & 10
<br />2022 CALIFORNIA ELECTRICAL CODE PART 3
<br />2022 CALIFORNIA MECHANICAL CODE PART 4
<br />2022 CALIFORNIA PLUMBING CODE, PART 5
<br />2022 CALIFORNIA ENERGY CODE PART 6
<br />2022 CALIFORNIA FIRE CODE, PART 9
<br />LOCATION EXISTING PROPOSED TOTAL
<br />(E) RESIDENCE 1601 SF (0 SF)1601 SF
<br />(E) CARPORT 252 SF (0 SF)252 SF
<br />(E) GUEST HOUSE 278 SF (0 SF)278 SF
<br />(E) GARAGE (CONV.) 215 SF (215 SF)215 SF
<br />FOOTPRINT 2,346 SF
<br />LOT SIZE 8,297 SF
<br />LOT COVERAGE 2346 SF / 8297 SF = .28 = 28%
<br />ADU / SFR 493/1601 = 31%
<br />DEVELOPMENT STANDARDS:
<br />SETBACKS:
<br />20'-0" FRONT YARD
<br />4'-0" SIDE YARD
<br />4'-0" REAR YARD
<br />HEIGHT:
<br />27'-0" - MAX
<br />15'-0" ACTUAL
<br />LOT COVERAGE:
<br />35%
<br />PARKING REQUIREMENTS:
<br />1 SPACE PER UNIT UNLESS WITHING 1/2 MILE OF A
<br />TRANSIT STOP - SEE ATTACHEMENT ON T-2.0
<br />PARKING SPACES PROVIDED:
<br />NO CHANGE IN PARKING
<br />PARKING DESIGN: AS EXISTING
<br />BUILDING SEPARATION:
<br />10' - 0" MIN.
<br />16' - 5" ACTUAL
<br />ZONE:R1
<br />APN:405-141-13
<br />LOT AREA:8,297 SF.
<br />BUILDING OCCUPANCY GROUP:R3
<br />CONSTRUCTION TYPE:TYPE V-B
<br />SPRINKLER SYSTEM:NO, (E) SFR NON-SPRINKLERED
<br />BUILDING HEIGHT:15'-0" - 1 STORY
<br />HIGH FIRE SEVERITY ZONE:N/A
<br />PROJECTIONS:N/A
<br />LEGAL DESCRIPTION:N-TRACT: 1144 BLOCK:LOT: 4
<br />FEMA DESIGNATED FLOOD ZONE:X
<br />Area Schedule (PROPOSED)
<br />Name Area
<br />1ST FLOOR
<br />(E) GARAGE - CONVERSION 215 SF
<br />(E) GUEST HOUSE 278 SF
<br />(E) SFR - CARPORT 252 SF
<br />(E) SFR - HOUSE 1601 SF
<br />OWNER
<br />MCAR INVESTMENTS, LLC.
<br />MARCELO GIGLIO
<br />315 VILLANOVA RD
<br />COSTA MESA, CA. 92626
<br />DESIGNER
<br />BENNY ARIAS
<br />3111 FRAZIER ST.
<br />BALDWIN PARK, CA. 91706
<br />(T) 626.485.2843
<br />[design group name]
<br />STRUCTURAL ENGINEER
<br />KTW SOLUTIONS
<br />TAEWON KIM, P.E.
<br />28531 PALOS VERDES DR. #E
<br />RANCHO PALOS VERDES, CA. 90275
<br />(T) 310.986.2185
<br />(E) KTWENGCAL@GMAIL.COM
<br />T24 ENGINEER
<br />TITLE 24 GUYS
<br />10964 MEMORY PARK AVE
<br />MISSION HILLS, CA. 91345
<br />(E) GILBERTO@TITLE24GUYS.COM
<br />THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY
<br />RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE
<br />"REDGUARD IS REQUIRED IN THE GARAGE IF
<br />EXISTING WATERPROOFING IN NOT VERIFIED."
<br />BLDG # 101119850-51
<br />
<br />APPROVALS
<br />BLDG - CSG Consultants
<br />PLNG - PRaj
<br />POLICE - BMartin
<br />1621 W Tenth St &
<br />#29/30/2024
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