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GSPublisherVersion 0.0.100.100
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<br />sheet title:
<br />sheet number:
<br />REVISIONS
<br />NO.DATE DESCRIPTION
<br />DESIGN
<br />DRAWN
<br />ISSUED
<br />APPROVED
<br />NS
<br />JT
<br />T 1 .0
<br />TITLE SHEET
<br />N&NC
<br />12
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<br />5
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<br />CA
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<br />91
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<br />0
<br />6NEW ADDITION TO NEW ADU
<br />4715 &4717 W . MCFADDEN AVE, SANTA ANA, CA 92704
<br />AGENT/DESIGNER: N&NC
<br />NATHAN COFFEE
<br />1245 EAST WALNUT STREET,
<br />STE 112 PASADENA , CA 91106
<br />PH #: 626 -578 -5614
<br />nathan @ ncaarchitects .com
<br />VICINITY MAP
<br />T1.0
<br />ARCHITECTURAL
<br />ABBREVIATIONS
<br />STRUCTURAL: SAA STRUCTURAL
<br />ENGINEERING, INC.
<br />CONTACT: MIKITA SIVUSHENKA
<br />22121 CLARENDON ST. UNIT 340
<br />WOODLAND HILLS, CA 91367
<br />PH #: (323) 448-4682
<br />nick @ saaeng .com
<br />CONTACTS
<br />SCOPE OF WORK
<br />APPLICABLE CODES
<br />GENERAL NOTES
<br />SHEET INDEX
<br />&
<br />A .B .
<br />A .C .
<br />A .C .I.
<br />ACP
<br />A .D .A .A .G
<br />A .F .F .
<br />ALUM .
<br />A .P .A .
<br />A .Q .T .
<br />ARCH .
<br />A .S .T .M .
<br />BLK 'G
<br />B .N .
<br />BM .
<br />B .O .J .
<br />BUR
<br />BOTT .OR (B )
<br />C
<br />C /L
<br />C .B .B .
<br />C .J .
<br />CLG .
<br />CLR .
<br />C .M .U .
<br />COL .
<br />CONC .
<br />CONN .
<br />CONST .
<br />CONST . JT .
<br />CONT .
<br />CONTR
<br />COMP
<br />C .T .
<br />DBL .
<br />DEG .
<br />DIA . OR 0
<br />DIAG .
<br />DIM .
<br />DR .
<br />DWG (S )
<br />EA .
<br />E .C .
<br />E .F .
<br />EL .
<br />E .N .
<br />E .O .C .
<br />E .O .E .
<br />EQ .OR =
<br />E .S .
<br />EXP .
<br />F .D .
<br />FDN .
<br />F .F .
<br />F .G .
<br />FLR .
<br />FIN .
<br />F .N .
<br />F .O .B .
<br />F .O .J .
<br />F .O .M .
<br />F .O .P .
<br />F .O .S .
<br />F .R .P .
<br />F .S .
<br />FT .
<br />FTG .
<br />GA .
<br />GB .
<br />G .C .
<br />GALV .
<br />G .I.
<br />GLB .
<br />H .D .
<br />HDR .
<br />HDW .
<br />HGR .
<br />HGT . OR (HT )
<br />H .M .
<br />AND
<br />ANCHOR BOLT
<br />ASPHALTIC CONCRETE
<br />AMERICAN CONCRETE INSTITUTE
<br />ACOUSTIC CEILING PANEL
<br />AMERICANS WITH DISABILITIES ACT
<br />ACCESSIBILITY GUIDEUNES
<br />ABOVE FINISH FLOOR
<br />ALUMINUM
<br />AMERICAN PLYWOOD ASSOCIATION
<br />ABRASIVE QUARRY TILE
<br />ARCHITECTURAL
<br />AMERICAN SOCIETY FOR TESTING
<br />MATERIALS
<br />BLOCKING
<br />BOUNDARY NAIL
<br />BEAM
<br />BOTTOM OF JOIST
<br />BUILT UP ROOFING
<br />ВОТТОМ
<br />CONDUIT
<br />CENTER LINE
<br />CEMENTITIOUS BAKER BOARD
<br />CONTROL JOINT (COLD JOINT)
<br />CEILING
<br />CLEAR
<br />CONCRETE MASONRY UNIT
<br />COLUMN
<br />CONCRETE
<br />CONNECTION
<br />CONSTRUCTION
<br />CONSTRUCTION JOINT
<br />CONTINUOUS
<br />CONTRACTOR
<br />COMPACTED (ION )
<br />CERAMIC TILE
<br />DOUBLE
<br />DEGREE
<br />DIAMETER
<br />DIAGONAL
<br />DIMENSION
<br />DOOR
<br />DRAWING (S )
<br />EACH
<br />ELECTRICAL CONTRACTOR
<br />EACH FACE
<br />ELEVATION
<br />EDGE NAIL
<br />EDGE OF COUNTER
<br />EDGE OF EQUIPMENT
<br />EQUAL
<br />EACH SIDE
<br />EXPANSION
<br />FLOOR DRAIN
<br />FOUNDATION
<br />FINISHED FLOOR
<br />FLOAT GLASS
<br />FLOOR
<br />FINISH
<br />FIELD NAIL
<br />FACE OF BEAM
<br />FACE OF JOIST
<br />FACE OF MASONRY
<br />FACE OF POST
<br />FACE OF STUD
<br />FIBERGLASS REINFORCED PANEL
<br />FLOOR SINK
<br />FEET
<br />FOOTING
<br />GAUGE (GAGE )
<br />GYPSUM BOARD
<br />GENERAL CONTRACTOR
<br />GALVANIZED
<br />GALVANIZED IRON
<br />GLU -LAMINATED BEAM
<br />HUB DRAIN
<br />HEADER
<br />HARDWARE
<br />HANG ER
<br />HEIGHT
<br />HOLLOW METAL
<br />HORIZ OR (H )
<br />H .S .B .
<br />IN .
<br />INFO .
<br />INV .
<br />JT . OR (JNT )
<br />JST .
<br />IB . OR (#)
<br />LG .
<br />MAT .
<br />MAX .
<br />M .B .
<br />MIN
<br />MISC .
<br />M .P .S .
<br />M .S .B .
<br />MTL
<br />NO . OR (#)
<br />N .T .S .
<br />O .C .
<br />OPNG .
<br />P . LAM
<br />PL
<br />P /L
<br />PLYWD .
<br />PR
<br />PSF .
<br />PSL
<br />Q .T .
<br />RAD . OR (R )
<br />REINF .
<br />S .C .
<br />SCHED .
<br />SHT .
<br />SIM .
<br />SM
<br />SMS
<br />SPEC (S )
<br />SQ .
<br />SQ . IN .
<br />SQ . FT .
<br />STD .
<br />STL .
<br />STRUCT .
<br />SUSP .
<br />SYM .
<br />(T )
<br />TEMP .
<br />THK .
<br />T & G
<br />T .N .
<br />T .O .B .
<br />T .O .F .
<br />T .O .PL .
<br />T .O .S .
<br />T .O .W .
<br />TYP .
<br />U .B .C .
<br />U .O .N
<br />VERT . OR (V )
<br />V .W .C .
<br />W /
<br />WD .
<br />W .G .B .
<br />WT .
<br />WWM .
<br />HORIZONTAL
<br />HIGH STRENGTH BOLT
<br />INCH
<br />INFORMATION
<br />INVERTED
<br />JOINT
<br />JOIST
<br />POUNDS
<br />LONG
<br />MATERIAL
<br />MAXIMUM
<br />MACHINE BOLT
<br />MINIMUM
<br />MISCELLANEOUS
<br />MODULAR PANELBOARD SYSTEM
<br />MAIN SWITCH BOARD
<br />METAL
<br />NUMBER
<br />NOT TO SCALE
<br />ON CENTER
<br />OPENING
<br />PLASTIC LAMINATE OR PARALLAM
<br />PLATE
<br />PROPERTY LINE
<br />PLYWOOD
<br />PAIR
<br />POUNDS PER SQ. FOOT
<br />POUNDS PER SQ. INCH
<br />QUARRY TILE
<br />RADIUS
<br />REINFORCEMENT
<br />SAW -CUT JOINT
<br />SCHEDULE
<br />SHEET
<br />SIMILAR
<br />SHEET METAL
<br />SHEET METAL SCREW
<br />SPECIFICATION (S )
<br />SQUARE
<br />SQUARE INCH
<br />SQUARE FOOT
<br />STANDARD
<br />STEEL
<br />STRUCTURAL
<br />SUSPENDED
<br />SYMMETRICAL
<br />TOP
<br />TEMPERED (TEMPERATURE )
<br />THICKNESS
<br />TONGUE & GROOVE
<br />TOE NAIL
<br />TOP OF BEAM
<br />TOP OF FOOTING
<br />TOP OF PLATE
<br />TOP OF SLAB
<br />TOP OF WALL
<br />TYPICAL
<br />UNIFORM BUILDING CODE
<br />UNLESS OTHERWISE NOTED
<br />VERTICAL
<br />VINYL WALL COVERING
<br />WITH
<br />WOOD
<br />WEATHER RESISTANT GYPSUM
<br />BOARD
<br />WEIGHT
<br />WELDED WIRE MESH
<br />CLIENT:
<br />CONTACT:
<br />Ruth P. Torres
<br />4715&4717 W. MCFADDEN AVE
<br />SANTA ANA, CA 92704
<br />PH #: 714 -328 -1893
<br />cucaptorres 53@ gmail .com
<br />CODE TYPE
<br />BUILDING CODE:
<br />RESIDENTIAL CODE :
<br />PLUMBING CODE :
<br />ELECTRICAL CODE:
<br />MECHANICAL CODE:
<br />FIRE /LIFE SAFETY CODE:
<br />ENERGY CODE :
<br />GREEN BUILDING CODE:
<br />MUNICIPAL CODE :
<br />CODE MODEL
<br />2022 CALIFORNIA BUILDING CODE (CBC )
<br />2022 CALIFORNIA RESIDENTIAL CODE (CRC )
<br />2022 CALIFORNIA PLUMBING CODE (CPC )
<br />2022 CALIFORNIA ELECTRICAL CODE (CEC )
<br />2022 CALIFORNIA MECHANICAL CODE (CMC)
<br />2022 CALIFORNIA FIRE CODE
<br />2022 CALIFORNIA ENERGY CODE
<br />2022 CALIFORNIA GREEN BUILDING CODE (CALGREEN )
<br />SANTA ANA MUNICIPAL CODE
<br />1. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING OR SPECIFICATIONS IN THIS PACKAGE
<br /> NOTIFY NS DESIGNS, IMMEDIATELY .
<br />2. NS DESIGNS, IS NOT RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER ACTS OR OMISSIONS,
<br /> CONSTRUCTION MEANS, METHODS , TECHNIQUES , SEQUENCES OR PROCEDURES, OR FOR THE
<br /> SAFETY PRECAUTIONS & PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR , OR ANY OTHER
<br /> PERSONS PERFORMING WORK ON THE PROJECT.
<br />3. NS DESIGNS, HAS NOT BEEN RETAINED FOR REVIEW, SUPERVISION OR ADMINISTRATION OF THE
<br /> CONTRACT ,NOR THE CERTIFICATION OF PAYMENTS. CONSTRUCTION COORDINATOR SHALL BE
<br /> OWNER'S REPRESENTATIVE DURING CONSTRUCTION & UNTIL FINAL PAYMENT HAS BEEN MADE . THE
<br /> OWNER'S REPRESENTATIVE WILL REVIEW THE PROJECT & RENDER NECESSARY DECISIONS FOR THE
<br /> PROGRESS OF THE WORK.
<br />4. CONTRACTOR IS RESPONSIBLE TO SEE IF THE WORK IN THE FIELD IS DONE IN ACCORDANCE WITH
<br /> ALL THE CURRENT APPLICABLE NATIONAL, STATE, AND LOCAL CODES, ORDINANCES &
<br /> REQUIREMENTS BY GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES ,
<br /> REQUIREMENTS, ETC... ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR CALLED FOR IN
<br /> SPECIFICATIONS .
<br />5. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS & FACILITIES TO REMAIN THROUGHOUT
<br /> CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE AT CONTRACTORS EXPENSE, ANY
<br /> EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR 'S OPERATIONS,
<br /> TO THE SATISFACTION OF THE OWNER 'S REPRESENTATIVE.
<br />6. GENERAL CONTRACTOR SHALL COORDINATE THE DELIVERY OF ALL OWNER SUPPLIED EQUIPMENT.
<br /> THE CONTRACTOR IS RESPONSIBLE FOR THE INSPECTION OF EQUIPMENT AT TIME OF DELIVERY AND
<br /> SHALL NOTIFY EQUIPMENT SUPPLIER OF ANY DEFICIENCIES OR DAMAGED EQUIPMENT AND ARRANGE
<br /> FOR REPLACEMENT.
<br />7. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES , REGULATIONS, GOVERNING
<br /> AGENCIES & MANUFACTURER SPECIFICATIONS, UNLESS GREATER REQUIREMENTS ARE INDICATED,
<br /> OR ARE NECESSARY FOR SAFE WORKING CONDITIONS.
<br />8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED
<br /> FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK .
<br />9. THE OWNER OR GENERAL CONTRACTOR SHALL APPLY, PAY FOR, AND OBTAIN ELECTRICAL, HVAC ,
<br /> MECHANICAL, AND PLUMBING PERMITS.
<br />10 . THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGNS PER OSHA
<br /> REQUIREMENTS .
<br />11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE CLEANLINESS,
<br /> INCLUDING PROVISION OF A DEBRIS BOX AT REGULAR SERVICING, REMOVAL OF ALL
<br /> CONTRACTOR/SUBCONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF ENTIRE YARD AREA AT
<br /> THE COMPLETION OF WORK .
<br />12 . ALL PROCEDURES , TESTING , MATERIALS , SHOWN ON THE PLANS SHALL BE FURNISHED & INSTALLED
<br /> BY THE GENERAL CONTRACTOR . UNLESS NOTED OTHERWISE IN THESE PLANS. EQUIPMENT OR M
<br /> MATERIALS NOTED ONLY AS "FURNISHED BY OTHERS" SHALL BE INSTALLED BY THE GENERAL
<br /> CONTRACTOR.
<br />T1.1
<br />AS1.0
<br />A1.1
<br />A1.2
<br />A1.3
<br />TITLE SHEET
<br />GREEN BUILDING SHEET
<br />EXISTING ARCHITECTURAL SITE PLAN TO REMAIN
<br />EXISTING/DEMO FLOOR PLAN
<br />EXISTING ROOF PLAN TO REMAIN
<br />EXISTING EXTERIOR ELEVATIONS TO REMAIN
<br />** NEW ADDITION 680 SQ .FT . TO NEW ATTACHED ADU
<br /> INCLUDE DEMO OF EXISTING UNPERMTTED STRUCTURES
<br /> NEW COVER PERGOLA
<br />OCCUPANCY GROUP : R -3
<br />CONSTRUCTION TYPE: V-B
<br />FIRE SPRINKLERS: NO A2.1
<br />A2.2
<br />A2.3
<br />PROPOSED FLOOR PLAN
<br />PROPOSED ELECTRICAL PLAN
<br />PROPOSED ROOF PLAN
<br />A2.4
<br />A2.5
<br />A3.1
<br />PROPOSED EXTERIOR ELEVATIONS
<br />PROPOSED SECTION; WINDOW AND DOOR SCHEDULE
<br />ARCHITECTURAL DETAILS
<br />T1.2 GREEN BUILDING SHEET
<br />SITE INFORMATION:
<br />APN 0108-013-039
<br />ADDRESS: 4703 W MCFADDEN AVE, UNIT C,
<br />SANTA ANA , CA
<br />92704
<br />LEGAL DESCRIPTION : TRACT NO. 10558, M.B. 448
<br />- 24/25
<br />LOT AREA: 7260
<br />OCCUPANCY GROUP : R-3
<br />CONSTRUCTION TYPE: V-B
<br />FIRE SPRINKLERS: NO
<br />EXISTING HOUSE AREA: 868 SQUARE FEET
<br />EXISTING COVERED PORCH: 66 SQUARE FEET
<br />EXISITING LOT COVERAGE: 934 SQ. FT. OR 12.8%
<br />PROPOSED ATTACHED ADU: 680 SQ. FT.
<br />PROPOSED LOT COVERAGE: 1614 SQ. FT. OR
<br />22.2%
<br />T24.1 TITLE 24 COMPLIANCE
<br />T24.2
<br />T24.3
<br />T24.4
<br />TITLE 24 COMPLIANCE
<br />TITLE 24 COMPLIANCE
<br />TITLE 24 COMPLIANCE
<br />ARCHITECTURAL
<br />S-0.10
<br />S0.20
<br />STRUCTURAL NOTES
<br />TYP. WOOD FRAMING DETAILS, DIAPHRAGM, SHEARWALL NAILING AND SCHEDULE
<br />TYP. WOOD FRAMING DETAILS. WALL CONSTRUCTION
<br />FOUNDATION PLAN
<br />S-0.11
<br />S-0.12
<br />S-0.13
<br />S-0.14
<br />S0.21
<br />S0.31
<br />S0.51
<br />S-1
<br />S-3 ROOF FRAMING PLAN
<br />FOUNDATION DETAILS
<br />ROOF FRAMING DETAILS
<br />STRUCTURAL NOTES
<br />STRUCTURAL NOTES
<br />STRUCTURAL NOTES
<br />STRUCTURAL NOTES
<br />TOPOGRAPHYC SURVEY
<br />SITE
<br />SITEBUS STOP
<br />RESPONSIBLE DESIGNER
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