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Existing House 1667 sf
<br />(E)Total lot coverage: 1937 sf
<br />Lot Area:8159 sf
<br />Lot Coverage %: 31.7%
<br />Existing Garage 225 sf
<br />Proposed ADU unit 613 sf
<br />(P)Total lot coverage: 2588 sf
<br />Existing Porch 45 sf
<br />Proposed ADU porch 38 sf
<br />BUS STOP
<br />0.2 MILES FROM
<br />PROPERTY TO BUS
<br />STOP (PUBLIC TRANSIT)
<br />NEW DETACHED ADU
<br />2517 W. Huckleberry Rd. &
<br />2517 W. Huckleberry Rd. #2
<br />Santa Ana, Ca. 92706
<br />SANTIAGO RESIDENCE
<br />NORTH
<br />THIS PROJECT SHALL COMPLY WITH THE FOLLOWING:
<br />2022 CRC; 2022 CBC; 2022 CPC; 2022 CEC; 2022 CMC; 2022 California Energy
<br />Code; 2022 California Green Building Standards Code (CG)
<br />THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND
<br />ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES.
<br />SHEET INDEX
<br />PROJECT INFORMATION
<br />SCOPE OF WORK
<br />TABULATIONS
<br />CODES
<br />PROJECT DIRECTORY
<br />PARCEL NUMBER: 101-121-04
<br />LEGAL DESCRIPTION: N TR 1369 BLK LOT 38
<br />ZONING: R1
<br />OCCUPANCY: R-3, U
<br />PROPOSED USE: SINGLE FAMILY DWELLING
<br />TYPE OF CONSTRUCTION TYPE V-B
<br />SPRINKLERS: NO
<br />·NEW DETACHED ADU (613 sf)
<br />·DEMO EXISTING COVER PATIO
<br />·LEGALIZE MINISPLIT UNITS AT MAIN HOUSE
<br />·LEGALIZING THE UNPERMITTED WINDOWS
<br />·REMOVING UNPERMITTED CONDENSERS IN THE SIDE YARD
<br />VICINITY MAP
<br />Elva Y. de Santiago
<br />2517 W. Huckleberry Rd.
<br />Santa Ana, Ca. 92706
<br />PH: 714.905.3343
<br />Email: desantiago.andres@yahoo.com
<br />Juan A Ayala
<br />JAA Design Services
<br />ph (714) 404.5142
<br />ayala.juan.antonio@gmail.com
<br />OWNER:
<br />DESIGNER:
<br />STRUCTURAL ENGINEER :
<br />C.01
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<br />03/15/25
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<br />23021-Santiago Residence
<br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT AND/OR DESIGNER. Copyright © 2023, JAA DESIGN SERVICES. ALL RIGHTS RESERVED.
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<br />REVISION LOG
<br />DELTA NO.DATE
<br />10/31/23City Submittal
<br />01/29/24City Corr. Subm.
<br />03/28/24
<br />12/23/24
<br />City Corr. Subm.
<br />City Corr. Subm.
<br />All Drawings, Specifications and copies thereof furnished by JAA
<br />DESIGN STUDIO are and shall remain it's property. They are to be used
<br />only with respect to this project. Federal law prohibits the reproduction,
<br />display, sale, or other disposition of this document without the express
<br />written consent of JAA DESIGN STUDIO .
<br />OWNERSHIP AND USE OF DOCUMENTS
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<br />City Corr. Subm.2 03/15/25
<br />1
<br />TITLE 24:
<br />ABBREVIATIONS
<br />AA
<br />ABV
<br />AC
<br />AD
<br />ADJ
<br />AFF
<br />AFG
<br />AFS
<br />APPROX
<br />ARCH
<br />BB
<br />BKG
<br />BLDG
<br />BLK
<br />BLKG
<br />BLW
<br />BOT
<br />BRKT
<br />CC
<br />CAB
<br />CARP
<br />CL
<br />CLG
<br />CMU
<br />COL
<br />CONC
<br />CONST
<br />CONT
<br />DD
<br />DBL
<br />DEMO
<br />DET
<br />DIA
<br />DN
<br />DS
<br />DWG
<br />DWGS
<br />E E
<br />(E)
<br />EA
<br />EL
<br />ENCL
<br />EQ
<br />EQUIP
<br />EXP
<br />EXIST
<br />F F
<br />FD
<br />FDN
<br />FIN
<br />FIN FLR
<br />FIN GRD
<br />FL
<br />FOC
<br />FOF
<br />FOM
<br />FOS
<br />FT
<br />FTG
<br />FXT
<br />GG
<br />G
<br />GA
<br />GALV
<br />GC
<br />GFRC
<br />GFRG
<br />GL
<br />GLULAM
<br />GLZ
<br />GRD
<br />GYP BD
<br />HH
<br />HB
<br />HC
<br />HD
<br />HDWD
<br />HDWR
<br />HM
<br />HOR
<br />HT
<br />HW
<br />I - J - K
<br />ID
<br />INCL
<br />INFO
<br />INSUL
<br />INT
<br />JB
<br />JT
<br />KIT
<br />HW
<br />DOUBLE
<br />DEMOLISH
<br />DETAIL
<br />DIAMETER
<br />DOWN
<br />DOWNSPOUT
<br />DRAWING
<br />DRAWINGS
<br />EXISTING
<br />EACH
<br />ELEVATION
<br />ENCLOSE
<br />EQUAL
<br />EQUIPMENT
<br />EXPANSION
<br />EXISTING
<br />FLOOR DRAIN
<br />FOUNDATION
<br />FINISH
<br />FINISH FLOOR
<br />FINISH GRADE
<br />FLOOR
<br />FACE OF CONCRETE
<br />FACE OF FINISH
<br />FACE OF MASONRY
<br />FACE OF STUDS
<br />FOOT OR FEET
<br />FOOTING
<br />FIXTURE
<br />GAS
<br />GAUGE
<br />GALVANIZED
<br />GENERAL CONTRACTOR
<br />GLASS FIBER REINFORCED
<br />REINFORCED CONCRETE
<br />GLASS FIBER REINFORCED
<br />REINFORCED GYPSUM
<br />GLASS
<br />GLUE LAMINATED
<br />GLAZING
<br />GRADE
<br />GYPSUM BOARD
<br />U
<br />UC
<br />HOSE BIB
<br />HOLLOW CORE
<br />HEAD
<br />HARDWOOD
<br />HARDWARE
<br />HOLLOW METAL
<br />HORIZONTAL
<br />HEIGHT
<br />HOT WATER
<br />INSIDE DIAMETER
<br />INCLUDE
<br />INFORMATION
<br />INSULATION
<br />INTERIOR
<br />JUNCTION BOX
<br />JOINT
<br />KITCHEN
<br />HOT WATER
<br />UNFIN
<br />UON
<br />UTIL
<br />V
<br />VERT
<br />VIF
<br />VOL
<br />W
<br />W/
<br />W/O
<br />WD
<br />WDW
<br />WT
<br />X - Y - Z
<br />WTRPRF
<br />WITH
<br />WITHOUT
<br />WOOD
<br />WINDOW
<br />WEIGHT
<br />WATERPROOF
<br />VERTICAL
<br />VERIFY IN FIELD
<br />VOLUME
<br />UNDER CABINET
<br />UNFINISHED
<br />UNLESS OTHERWISE
<br />UTILITY
<br />NOTED
<br />INTERIOR ELEVATION X
<br />X SHEET WHERE DRAWN
<br />INTERIOR ELEVATION
<br />EXTERIOR ELEVATION
<br />T
<br />T
<br />T&B
<br />TEMP
<br />THK
<br />THRU
<br />TOC
<br />TOW
<br />TYP
<br />TREAD
<br />TOP AND BOTTOM
<br />TEMPORARY
<br />THICK(NESS)
<br />THROUGH
<br />TOP OF CONCRETE
<br />TOP OF WALL
<br />TYPICAL
<br />DETAIL X
<br />X
<br />X
<br />X
<br />BUILDING SECTION X
<br />X SHT. NO.
<br />SECTION
<br />CABINET
<br />CARPET
<br />CENTERLINE
<br />CEILING
<br />CONC MASONRY UNIT
<br />COLUMN
<br />CONCRETE
<br />CONSTRUCTION
<br />CONTINUOUS
<br />BACKING
<br />BUILDING
<br />BLOCK
<br />BLOCKING
<br />BELOW
<br />BOTTOM
<br />BRACKET
<br />N
<br />(N)
<br />N
<br />NA
<br />NIC
<br />NO
<br />NTS
<br />O
<br />OA
<br />OC
<br />OD
<br />OPNG
<br />OPP
<br />ORD
<br />P
<br />PERIM
<br />PERP
<br />PL
<br />PLAS
<br />PLBG
<br />PLYWD
<br />PREFAB
<br />PROJ
<br />PROP
<br />Q - R
<br />PT
<br />QT
<br />QTY
<br />R
<br />RAD
<br />RCP
<br />RD
<br />REF
<br />REIN
<br />REQD
<br />REV
<br />RM
<br />RO
<br />S
<br />SC
<br />SCHED
<br />SECT
<br />SHT
<br />SIM
<br />SPEC
<br />SQ
<br />SQ FT
<br />SQ IN
<br />STD
<br />STL
<br />STOR
<br />STRUC
<br />SOLID CORE
<br />SCHEDULE
<br />SECTION
<br />SHEET
<br />SIMILAR
<br />SPECIFICATION
<br />SQUARE
<br />SQUARE FEET
<br />SQUARE INCH
<br />STANDARD
<br />STEEL
<br />STORAGE
<br />STRUCTURAL
<br />PERIMETER
<br />PERPENDICULAR
<br />PROPERTY LINE
<br />PLASTER
<br />PLUMBING
<br />PLYWOOD
<br />PREFABRICATED
<br />PROJECT
<br />PROPERTY
<br />POINT
<br />QUARRY TILE
<br />QUANTITY
<br />RISER
<br />RADIUS
<br />REFLECTED CEILING
<br />PLAN
<br />ROOF DRAIN
<br />REFERANCE
<br />REINFORCE(D) (ING)
<br />REQUIRED
<br />REVISION
<br />ROOM
<br />ROUGH OPENING
<br />SHT. NO.
<br />DETAIL NO.
<br />SHT. NO.
<br />ELEV. NO.
<br />OVERALL
<br />ON CENTER
<br />OUTSIDE DIMENSION
<br />OPENING
<br />OPPOSITE
<br />OVERFLOW DRAIN
<br />NEW
<br />NORTH
<br />NOT APPLICABLE
<br />NOT IN CONTRACT
<br />NUMBER
<br />NOT TO SCALE
<br />ABOVE
<br />ASPHALT
<br />AREA DRAIN
<br />ADJUSTABLE
<br />ABOVE FINISH FLOOR
<br />ABOVE FINISH GRADE
<br />ABOVE FINISH SLAB
<br />APPROXIMATELY
<br />ARCHITECT(URAL)
<br />M
<br />MAT
<br />MAN
<br />MEMB
<br />MTL
<br />MFR
<br />MIN
<br />MIR
<br />MISC
<br />MTG
<br />MULL
<br />MATERIAL
<br />MANUAL
<br />MEMBRANE
<br />METAL
<br />MANUFACTURER
<br />MINIMUM
<br />MIRROR
<br />MISCELLANEOUS
<br />MOUNTING
<br />MULLION
<br />SYMBOLS AND LEGEND
<br />SECURITY REQUIREMENTS
<br />1.Exterior doors, doors between house and garage, windows and their hardware shall conform to the Security Provisions of Chapter 67 of the Building Code:
<br />a.Single swinging doors, active leaf or a pair of doors, and the bottom leaf of Dutch doors shall be equipped with a latch and a
<br />deadbolt key operated from the outside. Deadbolts shall have a hardened insert with minimum 1-in. throw and 5/8-in. embedment into the jamb. If a latch has a key-locking feature, it
<br />shall be a dead latch type. (6709.2)
<br />b.Inactive leaf of a pair of doors or upper leaf of Dutch doors shall have a deadbolt as per the paragraph “a” not a key operated, or hardened deadbolt at top and bottom with 1/2-in.
<br />embedment. (6709.3)
<br />c.Swinging wood door(s) shall be solid core not less than 1-3/8-in. thick. (6709.1.1) Panels of wood doors shall be 1-3/8-in. thick and not more than 300 sq. inches. Stiles and rails to
<br />be 1-3/8-in. thick and 3in. minimum width.(6709.1.2)
<br />d.Door hinge pins accessible from the outside shall be non-removable. (6709.5) Doorstops of wood jambs of in-swinging doors shall be one-piece construction or joined by a rabbet.
<br />(6709.4)
<br />e.Glazing within 40-in. of the locking device of the door shall be fully tempered/approved. (6714)
<br />f.Overhead and sliding garage doors shall be secured with a cylinder lock, a padlock with a hardened steel shackle, or equivalent when not otherwise locked by electric power
<br />operation. Jamb locks shall be on both jambs for doors exceeding 9ft.in (6711)
<br />i.Sliding glass doors and sliding glass windows shall be capable of withstanding the tests set forth in Section 6706 and 6707 and shall bear forced entry- resistant (6710, 6715)
<br /> CONSTRUCTION REQUIREMENTS
<br />2.Notching of exterior and bearing/nonbearing walls shall not exceed 25% / 40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40% / 60% respectively.
<br />(2308.9.10, 2308.9.11)
<br />3.Group R-3 shall have a minimum interior finish rating of Class C. (T-803.5)
<br />4.Provide fire blocking in concealed spaces of stud walls, partitions, including furred spaces, at the ceiling and floor level, and at 10-ft. intervals both vertical and horizontal. (717.2)
<br />5.Pipes, ducts and other nonstructural construction shall not interfere with accessibility to or within under-floor area. (1209.1.1)
<br />6.Galvanized steel (zinc-coated G90) (26 gage) roof valley flashing is required. (T-1507.2.9.2)
<br />7.Note on the plans: “Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports.”
<br />8.Floors shall have approved tongue-and-groove joints or blocked panel edges. Plywood spans shall comply with Table 2304.7(3).
<br /> GLAZING REQUIREMENTS
<br />The following shall be considered specific hazardous locations requiring safety glazing: (2406.3)
<br />9.Glazing in swinging, sliding, storm and bi-fold doors.
<br />10.Glazing located within 60-in. of the floor surface in tubs, showers, saunas, or steam rooms.
<br />11.Glazing within a 24-in. arc of either vertical edge of doors and within 60-in. of walking surface.
<br />12.Glazing in an individual fixed or operable panel that meets all of the following conditions:
<br />a.Exposed area of an individual pane greater than 9 SF.
<br />b.Exposed bottom edge less than 18-in. above the floor.
<br />c.Exposed top edge greater than 36-in. above the floor.
<br />d.One or more walking surfaces within 36-in. horizontally of the plane of the glazing.
<br />13.Glazing in guards and railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels.
<br />14.Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following conditions are present:
<br />a.The bottom edge of the glazing is less than 60-in. above the walking surface.
<br />b.The glazing is within 60-in. of the water’s edge.
<br />15.Glazing adjacent stairways, landings and ramps within 36-in. horizontally of walking surface and less than 60-in. above walking surface.
<br />16.Glazing adjacent stairways within 60-in. horizontally of bottom tread of stairway and exposed surface is less than 60-in. above nose of tread.
<br />17.Glazing is within 40" of a locking device of the (6714)
<br /> MECHANICAL / PLUMBING / ELECTRICAL CODE
<br />18.Dwelling shall be provided with comfort heating facilities capable of maintaining a room temperature of 68° F @ 3-ft. above floor. The following are required for the forced air
<br />furnace in a compartment:
<br />a.Central heating furnaces and low-pressure boiler installed in alcoves and closets shall be listed for such installation. Listed clearances shall be used and may not be reduced. (MC
<br />904.2(B))
<br />b.When combustion air is taken from inside, area of combustion air openings shall be 1 in. per 1,000 BTU (100 sq. in. minimum) per opening, one opening within 12-in. of ceiling and
<br />second opening within 12-in. of floor. (MC 701.3.1(1))
<br />c.Combustion air from outside to compartment with a 1/4-in. screen at outside opening. (MC 701.9(B))
<br />d.Separate ducts for upper and lower combustion air supply openings. (MC 701.1(4))
<br />20.The following are required for furnace or comfort cooling equipment in an attic:
<br />a.Scuttle 22-in. x 30-in. or the size of the largest piece of equipment and located not over 20-ft. from equipment where the height of passageway is less than 6-ft.(MC 904.11)
<br />b.24-in. wide unobstructed passageway of solid continuous flooring from scuttle to equipment and its controls. (MC 904.11)
<br />c.Unobstructed workspace of 30-in. X 30-in. in front of service side of equipment. (MC 904.11)
<br />d.A permanent 120V receptacle outlet and a lighting fixture shall be installed near the appliance. Light switch shall be located at
<br />the entrance to the passageway. (MC931.4)
<br />e.Vent through the roof a min. of 5ft. above the highest vent collar that it serves. (MC 806.2.1)
<br />f.Furnace installation shall meet all listed clearance. (MC 304)
<br />21.Clothes dryer moisture exhaust duct shall terminate on the outside of the building and shall be equipped with a back-draft damper. Screens shall not be used and the exhaust duct
<br />may not extend into or through ducts or plenums. (MC 504.3)
<br />22.Clothes dryer moisture exhaust duct must be 4in. in diameter and length is limited to 14-ft. with 2 elbows. The duct length shall be reduced by 2-ft. for every elbow in excess of two.
<br />(MC 504.3.2.2)
<br />23.The building shall have water closets (toilets), which use no more than 1.6 gallons per flush. (PC 402.2)
<br />24.Ducts shall be sized per Chapter 6 of the Mechanical Code.
<br />25.ABS and PVC DWV piping installations shall be limited to not more than two stories of residential (PC 701.1.2.2)
<br />26.Plumbing plan check and approval are required for 2-in. or larger gas lines and/or water lines.
<br />27.Where NM Cable (Romex) is run across the top of ceiling joists and/or where the attic is not accessible by permanent stairs or ladders, protection within 6-ft. of the nearest edge of
<br />the scuttle hole or attic entrance shall be provided.
<br />GENERAL NOTES
<br />The following notes shall be incorporated in the approved set of construction documents and represents the minimum standards of good housekeeping that
<br />must be implemented on all construction projects. Construction means constructing, clearing, grading or excavation that result in soil disturbance. Construction
<br />includes structure teardown (demolition). It does not include routine maintenance to maintain original line and grade, hydraulic capacity, or original purpose of
<br />facility; emergency construction activities required to immediately protect public health and safety; interior remodeling with no outside exposure of construction
<br />material or construction waste to storm water; mechanical permit work; or sign permit work.
<br />1.Eroded sediments and pollutants shall be retained on site and shall not be transported from the site via sheet flow, swales, area drains, natural drainage or
<br />wind.
<br />2.Stockpiles of earth and other construction-related materials shall be covered and/or protected from being transported from the site by wind or water.
<br />3.Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and shall not contaminate the soil nor the surface waters. All
<br />approved toxic storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of properly and shall not be
<br />washed into the drainage system.
<br />4.Non-storm water runoff from equipment and vehicle washing and any other activity shall be contained on the project site.
<br />5.Excess or waste concrete may not be washed into the public way or any drainage system. Provisions 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 deposited into a covered receptacle to prevent contamination of storm water and dispersal by wind.
<br />7.Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit
<br />sediments from being deposited into the street/public ways. Accidental depositions must be swept up immediately and may not be washed down by rain or
<br />by any other means.
<br />8.Retention basins of sufficient size shall be provided to retain storm water runoff on-site and shall be properly located to collect all tributary site runoff.
<br />9.Where retention of storm water runoff on-site is not feasible due to site constraints, runoff may be conveyed to the street and the storm drain system
<br />provided that an approved filtering system is installed and maintained on-site during the construction duration.
<br />STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL
<br />CONSTRUCTION PROJECTS
<br />Storm Water Pollution Control
<br />BEST MANAGEMENT PRACTICES
<br />FOR CONSTRUCTION ACTIVITIES*
<br />Storm Water Pollution Control Requirements for Construction Activities
<br />Minimum Water Quality Protection Requirements for All Development Construction
<br />Projects/Certification Statement
<br />“I certify that this document and all attachments were prepared under my direction or supervision in accordance
<br />with a system designed to ensure that qualified personnel properly gather and evaluate the information
<br />submitted. Based on my inquiry of the person or persons who manage the system or those persons directly
<br />responsible for gathering the information, to the best of my knowledge and belief, the information submitted is
<br />true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update
<br />the ESCP to reflect current conditions, or failing to properly and/or adequately implement the ESCP may result
<br />in revocation of grading and/or other permits or other sanctions provided by law.”
<br />Print Name ______________________________________
<br />(Owner or authorized agent of the owner)
<br />Signature _______________________________________ Date __________________
<br />(Owner or authorized agent of the owner)
<br />*The above Best Management Practices are detailed in the latest edition of the California BMP Handbook or Caltrans Stormwater Quality Handbooks.
<br />03/28/2024
<br />Juan Ayala
<br />·Every effort should be made to eliminate the discharge of non-stormwater from the project site at all times.
<br />·Eroded sediments and other pollutants must be retained on site and may not be transported from the
<br />site via sheetflow, swales, area drains, natural drainage courses or wind.
<br />·Stockpiles of earth and other construction related materials must be protected from being transported
<br />from the site by the forces of wind or water.
<br />·Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not
<br />to contaminate the soil and surface waters. All approved storage containers are to be protected from the
<br />weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be
<br />washed into the drainage system.
<br />·Excess or waste concrete may not be washed into the public way or any other drainage system.
<br />Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste.
<br />·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 />·Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by
<br />wind and water.
<br />·Trash and construction related solid wastes must be deposited into a covered receptacle to
<br />prevent contamination of rainwater and dispersal by wind.
<br />The following is intended as minimum notes or as an attachment for building and grading plans and
<br />represent the minimum standards of good housekeeping that must be implemented on all construction
<br />sites regardless of size. (Applies to all permits)
<br />S1.0 STRUCTURAL NOTES
<br />S1.1 STRUCTURAL NOTES
<br />S2.0 FOUNDATION & ROOF FRAMING PLAN
<br />S3.0 STRUCTURAL DETAILS
<br />S3.1 STRUCTURAL DETAILS
<br />S3.2 STRUCTURAL DETAILS
<br />S4.0 STRUCTURAL DETAILS
<br />T1.0 TITLE 24 ANALYSIS (MAIN HOUSE)
<br />T1.1 TITLE 24 (MAIN HOUSE)
<br />C.01 COVER SHEET
<br />SP SITE PLAN (EXISTING AND PROPOSED)
<br />A1.0 EXISTING MAIN HOUSE FLOOR AND ROOF PLAN & ELEVATIONS
<br />A2.0 PROPOSED ADU FLOOR & ROOF PLANS, UTILITY, ELEVATIONS & SECTIONS
<br />GR-N CAL GREEN RESIDENTIAL MINIMUM REQUIREMENTS
<br />RCR RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS
<br />AD.1 DETAILS
<br />AD.2 DETAILS
<br />CS1.0 CIVIL NOTES
<br />C2.0 GRADING & DRAINAGE PLAN
<br />C3.0 CIVIL SECTIONS
<br />DNC ENGINEERS
<br />PH: 562.412.8599
<br />EMAIL: oliver@edncengineers.com
<br />DNC ENGINEERS
<br />PH: 562.412.8599
<br />EMAIL: oliver@edncengineers.com
<br />Note: 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.1
<br />SFR: 613 sf/1667 sf = .36
<br />SFR: 613 sf/1667 sf = .361
<br />T1.0 TITLE 24 ANALYSIS (ADU)
<br />T1.1 TITLE 24 (ADU)
<br />2
<br />Bldg #'s 101121525-26
<br />APPROVALS:PLNG - C. Santana
<br />BLDG - CSG
<br />POLICE - B. Martin
<br />PUBLIC WORKS - Y. Soto
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