HomeMy WebLinkAbout210 W Harvey Ave Unit #2 - Plan210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
GENERAL NOTES
FRAMING LUMBER
1.
2.
3.
4.
6.
5.
7.
8.
9.
10.
12.
13.
14.
15.
16.
2.
3.
4.
5.
1.
1.
11.
ALL STRUCTURAL LUMBER SHALL BE (DOC PS20 OR EQUIVALENT) DOUGLAS FIR
LARCH OF THE FOLLOWING MINIMUM GRADES:
A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2
B. 4X BEAMS AND HEADERS UP TO 4X12 NO. 2
C. LARGER THAN 4X12 AND POSTS NO. 1
D. 6X AND LARGER BEAMS NO. 1
STRUCTURE PANELS SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT
STANDARD DOC PS1 OR DOC PS2 OR ANSI/APA PRP210, AND SHALL BEAR THE
STAMP OF AN APPROVED FABRICATOR.
INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL FIRST BE
APPROVED BY THE INSPECTOR PRIOR TO COVERING.
NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY
SHOWN ON APPROVED PLANS.
MAXIMUM MOISTURE CONTENT OF ALL MUMBER SHALL BE 19%.
BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1/16 INCH UNLESS NOTED
OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG
SCREWS.
FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG-TIE".
THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LESS THAN THE
MINIMUM REQUIRED ON CRC R602.3(1).
ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS.
PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X14 JOISTS.
BUILT-UP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS:
A. 2-2X 16D AT 12" O.C. STAGGERED TOP AND BOTTOM.
B. 3-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM.
C. 4-2X 5/8" DIA. M.B. AT 18" O.C. STAGGERED TOP AND BOTTOM.
PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS.
PROVIDE SOLID BLOCKING UNDER ALL NON-PARALLEL PARTITIONS.
INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65% TO 75% OF SHANK DIAMETER
AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED
LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT
BY HAMMERING.
TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND
SUBMITTED TO THE BULIDING DEPARTMENT FOR APPROVAL PRIOR TO
FABRICATION.
SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER.
DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48" MIN. FOR STUD WALL
GLULAM/PARALLAM/MICROLAM BEAMS
GLUE LAMINATED BEAMS SHALL BE PER CBC (AITC A190.1 & ASTM 3737) AND
AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION 117. CONBINATION SYMBOLS SHALL BE AS FOLLOWS:
A) 24F-V4 DF/DF FOR SIMPLE BEAMS
B) 24F-V8 DF/DF FOR CANTILEVERED BEAMS
PARALLAM BEAMS SHALL BE 2.0E PSL I LEVEL, ICC ESR- 1387
MICROLAM BEAMS SHALL BE 2.0E LVL
LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND
SHALL BE ACCOMPANIED TO
THE JOB SITE WITH CERTIFICATE OF FABRICATION.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR
REVIEW PRIOR TO FABRICATION.
STRUCTURAL AND MISCELLANEOUS STEEL
2.
3.
4.
5.
6.
7.
8.
9.
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO
A.S.T.M. A-36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDING, LATEST EDITION.
PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B.
TUBULAR STEEL SHALL CONFORM TO A.S.T.M. A500 GRADE B.
BOLTS SHALL CONFORM TO A.S.T.M. A-307 UNLESS NOTED OTHERWISE.
SHOP DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER
AND BUILDING DEPARTMENT FOR
REVIEW PRIOR TO FABRICATION.
FABRICATION SHALL BE DONE IN THE SHOP OF LICENSED FABRICATORS.
USE ELECTRIC ARC PROCESS WELDING WITH E70XX ELECTRODES.
ALL WELDING SHALL BE DONE IN THE SHOP OF LICENSED FABRICATOR OR
PROVIDE CONTINUOUS SPECIAL INSPECTION BY A RESGISTERED DEPUTY
INSPECTOR.
WHERE A FILLET WELD SYMBOL IS USED IN THE PLANS WITHOUT
INDICATION OF SIZE, THE MINIMUM WELD SIZE AS SPECIFIED IN THE A.I.S.C.
MANUAL OF STEEL CONSTRUCTION SHALL BE USED.
9.ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR
CONSTRUCTION ON ENCLOSED SIDE
17.
1.
2.
PROVIDE HOSE BIBB WITH NON-REMOVABLE BACK FLOW PREVENTED @ DWELLING.
PLUMBING REQUIREMENT:
NOTES
CONTROL VALVER FOR SHOWER(TUB- SHOWER SHALL BE OF PRESSURE BALANCE
OR THERMOSTATIC MIXING VALVE
MAX. FLOW RATE
WC. = 1.28 GPM.
SHOWER HEAD =1.8 GPM
USE 2- 15 # FEET WHEN STUCCO IS APPLIED OVER PLYWOOD
1.
2.
3.
4.
SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN W/ SURFACE MATERIAL NOT
ADVERSELY EFFECTED BY MOISTURE
5.WATER HEATER MUST HAVE A PRESSURE AND A TEMPERATURE RELIEF VALVE
PLUMBED TO THE OUTSIDE OF THE BUILDING
12" MIN. ACCESS PANEL IS REQUIRED FOR THE BATHTUB TRAP SLIP JOINT.
CLEANOUT IN UNDERFLOOR PIPING SHALL BE EXTENDED TO OR ABOVE THE FLOOR
OR EXTENDED TO THE EXTERIOR OF THE BUILDING UNLESS: AN 18" X30"
CLEARANCE IS PROVIDED FROM THE MEANS OF ACCESS. IN ADDTION, NO CLEAN
OUT SHALL BE MORE THAN 20'-0" FROM THE ACCESS OPENING.
WATER HEATER WILL HAVE AN R-16 BLANKET OR BE RATED FOR R-16
8.
6.
7.
SHOWER AND BATHTUB DOORS AND THE ENCLOSURES TEMPERED GLASS
AT COUNTER SPACE IN KITCHEN AND DINING AREA, RECEPTACLE SHALL BE
PROVIDED AS FOLLOWS:
RECEPTACLE SHALL BE PROVIDED SO THAT NO POINT ALONG THE WALL IS MORE
THAN 24" FROM A RECEPTACLE
RECEPTACLES OUTLETS SHALL BE PLACED @12'-0" MAXIMUM AND SHALL BE
LOCATED WITH 6'-0" OF DOOR OPENINGS.
DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING, WITH BATTERY
BACKUP WITHOUT A DISCONNECTING SWITCH, OTHER THAN FOR OVER OVER
CURRENT PROTECTION, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING
BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERATED (CRC SEC. R314).
3.
RECEPTACLE/OUTLET:
2.
1.
PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70
DEGREE @ 3 FEET ABOVE FLOOR.
1.
MECHANICAL REQUIREMENT:
SERVICE:
DOORS & WINDOWS
IN ALL BEDROOMS, PROVIDE ON OPENABLE ESCAPE WINDOW MEETING ALL OF THE
FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., A MINIMUN CLEAR 24
INCHES HEIGHT AND 20 INCHES WIDTH AN A SILL HEIGHT NOT OVER 44 INCHES ABOVE
THE FLOOR.
GLAZING ADJACENT TO DOORS, SHALL MEET WITH CRC308.4.2.
STRUCTURE NOTES:
CONCRETE:
REINFORCING STEEL: ASTM A615, GRADE #60. #4 AND SMALLER, GRADE #40.A.
CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 3,000 PSI AT 28
DAYS. WATER-CEMENT RATIO 0.45 AND CEMENT TYPE V OR PER SOILS REPORT.
B.
FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" O.C.C.
LANDING 3 1/2" CONC W/ 6X6 10X10 MESH.STEEL:D.
SHAPED AND PLATE: ASTM A36; TUBE: ASTM A500, GRADE B.1.
BOLTS: ASTM A307.2.
WOOD:
FRAMING MEMBERS : DOUGLAS FIR LARCH (DOC PS20)A.
COLUMNS, BEAMS, HEADERS, AND PLATES : NO 1B.
STUDS, JOISTS, RAFTERS, BLOCKINGS: NO 2C.
WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE
TREATED DOUGLAS FIR.
D.
FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE
CO. OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER
ICC APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE.
E.
COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE
R602.3(1), UNLESS OTHERWISE NOTED.
F.
EXPOSED TO WEATHER:
ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER.A.
ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED.B.
ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE.C.
FRAMING:
DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING WALLS.A.
APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOIST.B.
BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES.C.
CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY.D.
HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL
HAVE TOLERANCE OF NO MORE THAN 1/16".
E.
ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS
EDGE NAILING.
F.
ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3"X3"X.229"
STEEL PLATE WASHERS.
G.
HORIZONTAL PLYWOOD SHEARTHING:
VERTICAL PLYWOOD SHEATHING: (DOC PS1 OR PS2) (SEE SCHEDULE).A.
EXTERIOR STUCCO NOTES: CRC SECTION R703
STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO
TOP AND BOTTOM PLATES
A.
7.FOUNDATION PLATES OR SILLS BOLTED WITH 5/8" DIA. X 12" ANCHOR BOLTS W/ 7"
MIN. EMBEDMENT AT NOT MORE THAN 4'-0" O.C. ONE BOLT IS REQUIRED WITHIN 12"
OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER
MEMBER (SEC. 2304.3.4 CBC).
FASTENERS SHALL BE HOT- DIPPED ZINC- COATED GALVANIZED STEEL.
CONCRETE: f'c=4500 PSI, w/c=0.45 AND TYPE V CEMENT
8.
1.
2.
FOUNDATION
4.
5.
6.
IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE
SOIL BEARING CAPACITY OF 1,500 PSI.
FOUNDATION DESIGN IS BASED ON NON-EXPANSIVE SOIL.
EXISTING FOUNDATIONS ARE ASSUMED TO BE IN GOOD CONDITION. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY FOUNDATION WITH SIGNIFICANT SETTLEMENT, SEVERE
CRACKING OR ANY INDICATION OF STRUCTURAL FAILURE OR DISTRESS OR DEFECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND
PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT IS COMPLETE.
3.
THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY
DISCREPANCIES PRIOR TO STARTING WORK.
TREATED LUMBER CONFORMING TO (CRC) FOR FOUNDATION PLATES AND SILL
1.
2.
3.
5.
7.
8.
6.
ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA
RESIDENTIAL CODES AND ALL AMENDMENTS AND LOCAL, COUNTY, STATE AND
FEDERAL REGULATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SHALL CHECK ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO
BID AND SIGNING OF CONTRACT. ALL DISCREPANCIES SHALL BE CALLED TO THE
ATTENTION OF THE ARCHITECT AND ENGINEER AND BE RESOLVED IN WRITING
BEFORE PROCCEDING WITH THE WORK.
GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB
EXCEPT WHERE THEY ARE IN CONFLICT WITH DETAILS AND NOTES ON OTHER
DOCUMENTS; THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE
ENGINEER.
ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITION WERE
CAREFULLY TAKEN IN THE FIELD BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS ARE IN CONFLICT WITH THE PLANS, THEY SHALL BE
REPORTED TO THE ENGINEER SO THAT PROPER CHANGES CAN BE MADE.
REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE
BUILDING DEPARTMENT FOR REVIEW.
MODIFICATION OF STRUCTURAL PLANS AND MATERIAL SUBSTITUTIONS SHALL NOT
BE DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
THE APPROVED PLANS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE
AND DO NOT INCLUDE THE METHODS OF CONSTRUCTION. THE CONTRACTOR
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE
FOR CONSTRUCTION METHODS, MEANS, TECHINQUES, SEQUENCES AND
PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING,
CONSTRUCTION CANOPY, SCAFFOLDING ETC. FIELD OBSERVATIONS BY THE
ENGINEER SHALL NOT BE CONSIDERD AS INSPECTIONS AS REQUIRED BY THE
CODE.
REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC.
4.
REINFORCING STEEL
1.
2.
3.
4.
5.
6.
7.
9.
8.
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF
A.S.T.M. A-615
GRADE 60 FOR BARS LARGER THAN #4, GR.40 FOR #4 OR SMALLER.
WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A-82 AND A-185 . LAP 12 INCHES MINIMUM.
DELTAILING,FABRICATION AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE
LATEST EDITION OF A.C.I.
MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE
STRUCTURES.
MINIMUM COVER FORCAST IN PLACE CONCRETE SHALL BE AS FOLLOWS:
A. POURED AGAIN EARTH 3 INCHES
B. POURED AGAIN FORM BELOW GRADE 2 INCHES
C. FORMED SLABS 3/4 INCH
D. SLAB ON GRADE, TOP COVER 1 INCH
E. COLUMN AND BEAM MAIN BARS 1-1/2 INCHES
F. WALLS EXPOSED TO WEATHER # 6 AND LARGER 2 INCHES
# 5 AND SMALLER 1-1/2 INCHES
BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY
AFFECT BOND.
ALL BEND SHALL BE MADE COLD.
LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED.
ALL REINFORCING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWNS ETC. SHALL BE SECURED IN
PLACE PRIOR TO PLACEMENT OF CONCRETE.
CODE REQUIRED INSPECTIONS BY JURISTDICTION AUTHORITY SHALL BE MADE AN SIGNED
OFF PRIOR TO PLACEMENT OF CONCRETE.
3.5.0 SQ. FT. AT GRADE LEVEL.
USE GRADE "D" PAPER BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD (CRC).B.
ELECTRICAL REQUIREMENT:
A, B, C
BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO
TOP PLATE OR OTHER FRAMING BELOW
1 TOE NAIL
EACH END TOE NAIL
6" O.C. FACE NAIL
PER JOIST, TOE NAIL2
3
STUD TO STUD (NOT AT BRACED WALL PANELS)8
24" O.C. FACE NAIL
16" O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT INTERSECTING
WALL CORNERS (AT BRACED WALL PANELS)
9 12" O.C. FACE NAIL
16" O.C. FACE NAIL
BUILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)10 16" O.C. EACH EDGE FACE NAIL
12" O.C. EACH EDGE FACE NAIL
CONTINUOUS HEADER TO STUD11 TOE NAIL
TOP PLATE TO TOP PLATE13
DOUBLE TOP PLATE SPLICE FACE NAIL ON EACH SIDE
OF END JOINT (MINIMUM
24" LAP SPLICE LENGTH
EACH SIDE OF END JOINT)
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (NOT AT BRACED WALL PANELS)
15
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
BLOCKING (AT BRACED WALL PANEL)
16 16" O.C. FACE NAIL
TOP OR BOTTOM PLATE TO STUD17
TOE NAIL
END NAIL
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS18 FACE NAIL
1" BRACE TO EACH STUD AND PLATE19 FACE NAIL
1" X 6" SHEATHING TO EACH BEARING20 FACE NAIL
1" X 8" AND WIDER SHEATHING TO EACH BEARING21 FACE NAIL
JOIST TO SILL, TOP PLATE OR GIRDER22 TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP
PLATE (ROOF APPLICATIONS ALSO)
23
4" O.C. TOE NAIL
6" O.C. TOE NAIL
1" X 6" SUBFLOOR OR LESS TO EACH JOIST24 FACE NAIL
14
2" SUBFLOOR TO JOIST OR GIRDER25 BLIND AND FACE NAIL
2" PLANKS (PLANK & BEAM — FLOOR & ROOF)26 AT EACH BEARING,
FACE NAIL
BAND OR RIM JOIST TO JOIST27 END NAIL
BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER
LAYERS
28
FACE NAIL AT ENDS
AND AT EACH SPLICE
NAIL EACH LAYER AS
FOLLOWS: 32" O.C. AT TOP
& BOTTOM & STAGGERED.
24" O.C. FACE NAIL AT TOP
& BOTTOM STAGGERED
ON OPPOSITE SIDES
LEDGER STRIP SUPPORTING JOISTS OR RAFTERS29 AT EACH JOIST OR
RAFTER, FACE NAIL
BRIDGING TO JOIST30 EACH END, TOE NAIL
A, B, C
H C, E
3/8" – 1/2"31
6D COMMON OR DEFORMED (2" x 0.113" x 0.266" HEAD); OR
2 3/8" x 0.113" x 0.266" HEAD NAIL (SUBFLOOR, WALL)
8D COMMON (2 1/2" X 0.131") NAIL (ROOF)' OR
RSRS-01 (2 3/8" x 0.113") NAIL (ROOF)
8D COMMON (2 1/2" X 0.131") NAIL (SUBFLOOR, WALL)
10D COMMON (3" X 0.148") NAIL; OR
8D (2 1/2" X 0.131") DEFORMED NAIL
1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN
1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN
1 1/2" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
1 1/4" LONG 16 GA.;
8D COMMON (2 1/2" X 0.131") NAIL
8D DEFORMED (2 1/2" X 0.131") NAIL; OR
10D COMMON (3" X 0.148" ) NAIL; OR
DEFORMED (2" X 0.113"); OR
I 6 6 F
6 12
9/32" – 3/4"32
7/8" – 1 1/4"33
G
1/2" STRUCTURAL CELLULOSIC
FIBERBOARD SHEATHING
34
3 6
3 6
7 7
7 7
25/32" STRUCTURAL CELLULOSIC
FIBERBOARD SHEATHING
35
1/2" GYPSUM SHEATHING36
5/8" GYPSUM SHEATHING37
D
D
6 12
6 12
6 12
3/4" AND LESS38
7/8" – 1"39
1 1/8" – 1 1/4"40
FOR SI: 1 INCH = 25.4 MM, 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1 KSI = 6.895 MPa.
A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING
CONNECTIONS ARE CARBON STEEL AND SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192
INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK
DIAMETERS OF 0.142 INCH OR LESS. CONNECTIONS USING NAILS AND STAPLES OF OTHER MATERIALS, SUCH AS STAINLESS STEEL, SHALL BE DESIGNED
BY ACCEPTED ENGINEERING PRACTICE OR APPROVED UNDER SECTION R104.11.
B. SRSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667.
C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER.
D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY.
E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2).
F. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF
ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH IN
EXPOSURE B OR GREATER THAN 110 MPH IN EXPOSURE C.
G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C1280OR GA 253. FIBERBOARD SHEATHING
SHALL CONFORM TO ASTM C208.
H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING
AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING
MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT
BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID
BLOCKING.
I. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE
OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF
THE RAFTER SHALL NOT BE REQUIRED.
4-8D BOX (2 1/2" X 0.113") OR
3-8D COMMON (2 1/2" X 0.131"); OR
3-10D BOX (3" X 0.128"); OR
3-3" X 0.131" NAILS
16D BOX (3-1/2" X 0.162"); OR
3" X 0.131" NAILS
2-8D COMMON (2 1/2" X 0.131") OR
2-3" X 0.131" NAILS
2-16D COMMON (3-1/2" X 0.162"); OR
3-3" X 0.131" NAILS
4-3" X 0.131" NAILS
16D COMMON (3 1/2" X 0.162")
10D BOX (3" X 0.128"); OR
3" X 0.131" NAILS
16D BOX (3 1/2" X 0.135"); OR
3" X 0.131" NAILS
16D COMMON (3 1/2" X 0.162")
16D COMMON (3 1/2" X 0.162")
16D BOX (3 1/2" X 0.135")
5-8D BOX (2 1/2" X 0.113"); OR
4-8D COMMON (2 1/2" X 0.131"); OR
4-10D BOX (3" X 0.128")
16D COMMON (3 1/2" X 0.162")
3" X 0.131" NAILS
8-16D COMMON (3 1/2" X 0.162"); OR
12-16D BOX (3 1/2" X 0.135"); OR
12-10D BOX (3" X 0.128"); OR
12-3" X 0.131" NAILS
3-16D BOX (3 1/2" X 0.135"); OR
2-16D COMMON (3 1/2" X 0.162"); OR
4-3" X 0.131" NAILS
4-8D BOX (2 1/2" X 0.113"); OR
3-16D BOX (3 1/2" X 0.135"); OR
4-8D COMMON (2 1/2" X 0.131"); OR
4-10D BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS
3-16D BOX (3 1/2" X 0.135"); OR
2-16D COMMON (3 1/2" X 0.162"); OR
3-10D BOX (3" X 0.128"); OR
3-3" X 0.131" NAILS
3-10D BOX (3" X 0.128"); OR
2-16D COMMON (3 1/2" X 0.162"); OR
3-3" X 0.131" NAILS
3-8D BOX (2 1/2" X 0.113"); OR
2-8D COMMON (2 1/2" X 0.131"); OR
2-10D BOX (3" X 0.128"); OR
2 STAPLES 1 3/4"
3-8D BOX (2 1/2" X 0.113"); OR
2-8D COMMON (2 1/2" X 0.131"); OR
2-10D BOX (3" X 0.128"); OR
3-8D BOX (2 1/2" X 0.113"); OR
3-8D COMMON (2 1/2" X 0.131"); OR
3-10D BOX (3" X 0.128"); OR
WIDER THAN 1" X 8"
4-8D BOX (2 1/2" X 0.113"); OR
3-8D COMMON (2 1/2" X 0.131"); OR
3-10D BOX (3" X 0.128"); OR
4-8D BOX (2 1/2" X 0.113"); OR
3-8D COMMON (2 1/2" X 0.131"); OR
3-10D BOX (3" X 0.128"); OR
3-3" X 0.131" NAILS
8D BOX (2 1/2" X 0.113")
8D COMMON (2 1/2" X 0.131"); OR
10D BOX (3" X 0.128"); OR
3" X 0.131" NAILS
3-8D BOX (2 1/2" X 0.113"); OR
2-8D COMMON (2 1/2" X 0.131"); OR
3-10D BOX (3" X 0.128"); OR
3-16D BOX (3 1/2" X 0.135"); OR
2-16D COMMON (3 1/2" X 0.162")
3-16D BOX (3 1/2" X 0.135"); OR
2-16D COMMON (3 1/2" X 0.162")
3-16D COMMON (3 1/2" X 0.162"); OR
4-10 BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS; OR
4-3" X14 GA. STAPLES, 7/16" CROWN
20D COMMON (4" X 0.192"); OR
10D BOX (3" X 0.128"); OR
3" × 0.131" NAILS
AND:
2-20D COMMON (4" X 0.192"); OR
3-10D BOX (3" X 0.128"); OR
3-3" X 0.131" NAILS
4-16D BOX (3 1/2" X 0.135"); OR
3-16D COMMON (3 1/2" X 0.162"); OR
4-10D BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS
2-10D BOX (3" X 0.128"); OR
2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
3 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
4 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG
TABLE R602.3(1) FASTENER SCHEDULE -CRC 2022
BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL
TOP PLATES, TO RAFTER OR TRUSS
END NAIL
FLAT BLOCKING TO TRUSS AND WEB FILLER
CEILING JOISTS TO TOP PLATE
4-8D BOX (2-1/2" X 0.113"); OR
3-8D COMMON (2-1/2" X 0.131"); OR
3-8D BOX(3" X 0.128"); OR
3-3" X 0.131" NAILS
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,
LAPS OVER PARTITIONS [SEE SECTIONS R802.5.2
AND TABLE R802.5.2(1)]
FACE NAIL
4-10D BOX (3" X 0.128"); OR
3-16D COMMON (3 1/2" X 0.162");OR
CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL
JOINT) [SEE SECTIONS R802.5.2 AND TABLE R802.5.2(1)]
4 FACE NAILTABLE R802.5.2(1)
COLLAR TIE TO RAFTER, FACE NAIL5 FACE NAIL
EACH RAFTER
4-10D BOX (3" X 0.128"); OR
3-10D COMMON (3" X 0.148"); OR
4-3" X 0.131" NAILS
RAFTER OR ROOF TRUSS TO PLATE6 2 TOE NAILS ON ONE SIDE
AND 1 TOE NAIL ON
OPPOSITE SIDE OF EACH
RAFTER OR TRUSS
3-16D BOX NAILS (3 1/2"X0.135"); OR
3-10D COMMON (3" X 0.148"); OR
4-10D BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS I
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM
7 TOE NAIL
4-16D BOX (3 1/2" X 0.135"); OR
3-10D COMMON (3" X 0.148"); OR
4-10D BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS
3-16D BOX 3 1/2" X 0.135"); OR
2-16D COMMON (3 1/2" X 0.162"); OR
3-10D BOX (3" X 0.128"); OR
3-3" X 0.131" NAILS
END NAIL
ADJACENT FULL-HEIGHT STUD TO END OF HEADER12
4-16D BOX (3 1/2" X 0.135"); OR
3-16D COMMON (3 1/2" X 0.162"); OR
4-10D BOX (3" X 0.128"); OR
4-3" X 0.131" NAILS
END NAIL
10D BOX (3" X 0.128"); OR
16" O.C. FACE NAIL
12" O.C. FACE NAIL
16" O.C. FACE NAIL
12" O.C. FACE NAIL
16D COMMON (3 1/2" x 0.162")
16D BOX (3 1/2" X 0.135"); OR
3" X 0.131" NAILS
2-8D COMMON (2 1/2" X 0.131"); OR
2-3" X 0.131" NAILS
6 6 FB
6 12
8D COMMON (2 1/2" X 0.131") NAIL (ROOF); OR
RSRS-01; (2 3/8" x 0.113") NAIL (ROOF)B 6 6 F
DEFORMED 2 3/8" x 0.113" x 0.266" HEAD (WALL OR SUBFLOOR)6 12
STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4"
SCREWS, TYPE W OR S
1 3/4" x 0.120" GALVANIZED ROOFING NAIL, 7/16" HEAD DIAMETER; OR
1 1/4" LONG 16 GA.;
STAPLE GALVANIZED, 1 1/2" LONG; 7/16" OR 1" CROWN OR 1 1/4"
SCREWS, TYPE W OR S
DEFORMED (2 1/2" X 0.120") NAIL
DEFORMED (2" X 0.113"); OR
DEFORMED (2 1/2" X 0.120") NAIL
DEFORMED (2" X 0.113"); OR
DEFORMED (2 1/2" X 0.120") NAIL; OR
9.
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
GENERAL
NOTES
02 11
GN
210 W Harvey Ave
Unit #24/22/2025
SHEET INDEX
PROJECT DIRECTORY
PROPERTY DESCRIPTION
VICINITY MAP
N.T.S.
SCOPE OF WORK
PROJECT LOCATION
OWNER:JAMES HUYNH (714)791-4750
ZONE:R-1
APN #:410-282-13
STORIES:1
SPRINKLERS: MAIN HOUSE - NO ADU - NO
FLOOD ZONE: NO
DESIGNER:
HA NGUYEN
13172 SANDRA PL.,
GARDEN GROVE, CA 92843
TEL: (714) 326-3124
CIVIL ENGINEER:
SCOPE OF WORK:
1. NEW DETACHED ADU WITH 1 BEDROOM, 1 BATHROOM
2. NEW ADU PORCH
3. PV SYSTEM NOT REQUIRED DUE TO PV EXCEPTION 2 OF 150.1(c)14
1.70KWpv = (572 SQUARE FEET X 0.586) / 1000 (1 DWELLING UNIT + 1.37)
(E)MAIN HOUSE 1,429 SQ. FT.
__________________________________________________________
__________________________________________________________
(E) GARAGE 466 SQ. FT.
(E) FRONT PORCH 102 SQ. FT.
(E) TRELLIS PATIO 177 SQ. FT.
__________________________________________________________
NEW DETACHED ADU 572 SQ. FT.
ADU PORCH 32 SQ. FT.
__________________________________________________________
LEGAL JURISDICTION:
CITY OF SANTA ANA, CALIFORNIA
APPLICABLE CODES: FOR ALL BELOW
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (GBC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (TITLE 24, PART 6)
SANTA ANA MUNICIPAL CODE
RESIDENTIAL DWELLINGS:
CONSTRUCTION TYPE: V-B
OCCUPANCY GROUP: R-3/U
TOTAL LOT COVERAGE 1,997 SQ. FT.
1429+466+102
__________________________________________________________
LOT COVERAGE %: 29.6 %
LOT AREA: 6,740 SQ. FT.
TS COVER SHEET, (E)+(N) SITE PLAN
GN GENERAL NOTES
GR1 GREEN NOTES
GR2 GREEN NOTES
A1 (E)+(N) FLOOR PLAN, ELEVATIONS
A2 ELECTRICAL PLAN
S1 FOUNDATION & FRAMING PLAN, SECTION
D1 DETAILS
T24 TITLE 24
T24 TITLE 24
HUE C. LUI C -66754
10732 LA BATISTA AVE.
FOUNTAIN VALLEY, CA 92708
TEL: (714) 679-6472
.4 MILES
FROM BUS
ID:6539
W MACARTHUR BLVD.
E DYER RD.
W WARNER AVE.
S
B
R
I
S
T
O
L
S
T
.
S
F
L
O
W
E
R
S
T
.
MA
I
N
S
T
.
55
FWY
PROJECT SITE
210 W HARVEY AVE.
ENERGY CONSULTANT:
ALBERT LUU
10732 LA BATISTA AVE.
FOUNTAIN VALLEY, CA 92708
TEL: (714) 679-6472
PR
O
P
E
R
T
Y
L
I
N
E
9
1
.
9
8
'
PROPERTY LINE 43.83'
PROPERTY LINE 60.54"
PRO
P
E
R
T
Y
L
I
N
E
1
0
9
.
8
2
'
PROPERTY LINE 40.95'
(E)SITE/ROOF PLAN
SCALE: 1/8" = 1'-0"
210 W. HARVEY AVE. ℄
PR
O
P
E
R
T
Y
L
I
N
E
9
1
.
9
8
'
PROPERTY LINE
4
3
.
8
3
'
PROPERTY LI
N
E
6
0
.
5
4
"
PR
O
P
E
R
T
Y
LINE
1
0
9
.
82'
PROPERTY LINE 40.95'
(N)SITE/ROOF PLAN
SCALE: 1/8" = 1'-0"
210 W. HARVEY AVE. ℄
12'-9"
27
'
-
1
"
5'-0"
25'-0"
10
'
-
0
"
4'-6"
21'
-0"
SL
O
P
E
4.
5
:
1
2
SL
O
P
E
4.
5
:
1
2
(E)MAIN HOUSE
SLOPE
4.5:12
SLOPE
4.5:12
(E)GARAGE
(E
)
T
R
E
L
L
I
S
P
A
T
I
O
(E)PORCH
SL
O
P
E
4.
5
:
1
2
SL
O
P
E
4.
5
:
1
2
(E)MAIN HOUSE
SLOPE
4.5:12
SLOPE
4.5:12
(E)GARAGE
(E
)
T
R
E
L
L
I
S
P
A
T
I
O
(E)PORCH
SLOPE
4.5:12
SLOPE
4.5:12
(N) ADU
COND.
COND.
(E) MAIN
HOUSE
PANEL
(E) GAS
METER
(FIELD
VERIFY)
7'-10"
14'-10"
19
'
-
6
"
20
'
-
7
"
8'-7"
35'-5"
20
'
-
1
1
"
21
'
-
5
"
7'-10"
14'-10"
19
'
-
6
"
20
'
-
7
"
8'-7"
20
'
-
1
1
"
21
'
-
5
"
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
(E)6'-0" BLOCK WALL
(E)6'-0" BLOCK W
A
L
(E)6
'
-0" BLO
C
K
WAL
L
5'-0"EASEMENT
5'-0"EASEMEN
T
(E) GAS
METER
(FIELD
VERIFY)
(N) ADU
ELEC
PANEL
200 AMP
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
(E)6'-0" BLOCK WALL
(E)6'-0" BLOCK WAL
(E)
6
'
-0" BLO
C
K
WAL
L
COND.
(E) WATER
METER
(FIELD
VERIFY)
(E) WATER
METER
(FIELD
VERIFY)
FORTNIGHT LILY
1 GALLON
TEXAS PRIVET
5 GALLON
SPREADING
SUNSHINE
LANTANA
5 GALLON
(E)
24-INCH BOX
3'
-
0
"
10'-6"
(E)
24-INCH BOX
6'
-3
"
(E) MAIN
HOUSE
PANEL
UPGRADE TO DUAL
400 AMP METER
(N
)
3
"
S
E
W
E
R
L
I
N
E
(N)1"WATER LINE
(N) 2"UNDERGROUND CONDUIT
(E
)
4
"
S
E
W
E
R
L
I
N
E
2%
9'
-8
"
5'-1
"
3'-6"
P.O.C.
P.O.C.
CO
(N) ESS
5% SLOPE
5%
S
L
O
P
E
5%
S
L
O
P
E
5% SLOPE
5%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
SLOP
E
2% SLOPE
2% SLOPE
5% SLOPE
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
08
D1
08
D1
08
D1
NEW CLASS 'A' MIN.
TILE ROOF(9.0PSF)
(ESR 1017)
LOT SHALL BE GRADED TO DRAIN SURGACE WATER
AWAY FROM THE FOUNDATION WALLS. THE GRADE
SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10FT.
(5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR
OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL
WITHIN 10FT. DRAINS OR SWALES SHALL BE
CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM
THE STRUCTURE. (CRC R401.3)
LEGEND
EXISTING AREA
NEW PROPOSED AREA
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 RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE
FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE.
*ADU 572 SF / SFD 1,429 SF
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONALENGINEER
HUE C .LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
(E)+(N)
SITE PLAN,
GENERAL DATA
01 10
TS
DETACHED ADU
210 W. HARVEY AVE. UNIT #2(ADU) SANTA ANA, CA 92707
Bldg #101121971
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
210 W Harvey Ave
Unit #24/22/2025
(E) FLOOR PLAN
SCALE: 1/4" = 1'-0"
NEW ADU FLOOR PLAN
SCALE: 1/4" = 1'-0"
12'-9"
27
'
-
1
"
5'-0"
25'-0"
10
'
-
0
"
W/D WH
PANTRY
DW
16
'
-
4
"
9'
-
6
"
5'
-
6
"
13'-0"2'-1"8'-3"
21
'
-
0
"
(E) BEDROOM #1
(E) LIVING ROOM
(E) BEDROOM #2
(E) BEDROOM #3
(E) BEDROOM #4
(E) KITCHEN
(E) BATH
(E) BATH
(E) GARAGE
(N) ADU
ELEC
PANEL
200 AMP
COND.
COND.
(E) MAIN
HOUSE
PANEL
UPGRADE TO
DUAL 400 AMP
METER
(E) GAS METER
(FIELD VERIFY)
24
'
-
6
"
19'-0"
17
'
-
6
"
25'-2"
37
'
-
3
"
19'-5"18'-11"
4'-8"
24
'
-
1
1
"
7'-0"
5'-10"
(N) KITCHEN
(N) 9'-0" CL. HT.
(N) BEDROOM #1
(N) 9'-0" CL. HT.
(N) LIVING ROOM
(N) 9'-0" CL. HT.
(N) BATH
(N) 9'-0" CL. HT.
(E) TRELLIS
PATIO
(N) 2'0"X2'0" SLD
OBS TEMP WD
(N) 4'0"X4'0" SLD WD
(N) 5'0"X4'0" SLD TEMP. WD
(N
)
4
'
0
"
X
4
'
0
"
S
L
D
W
D
(N
)
3
'
0
"
X
3
'
0
"
S
L
D
W
D
(N
)
3
'
0
"
X
6
'
8
"
E
N
T
R
Y
D
R
.
(N) 2'6"X6'8"
LOUVER DR.
(N) PORCH
(N) 9'-0" CL. HT.
3'
-
0
"
10'-6"
30"MIN 2'-6"
3'-4"
3'
-
6
"
(N) 3'0"X8'0" DR.
(N
)
3
'
0
"
X
8
'
0
"
D
R
.
R311.3.1
(N) CONC.
LANDING
LA
N
D
I
N
G
2%
S
L
O
P
E
1/2"
(N) ESS
2'-0"2'-7"
10
"
1 H
O
U
R
R
A
T
E
D
W
A
L
L
-
S
E
E
D
1
#
8
1
H
O
U
R
R
A
T
E
D
W
A
L
L
-
S
E
E
D
E
T
A
I
L
#
8
TEMP. GLASS FOR
DOOR/ENCLOSURE
FIBERGLASS OPAQUE DOOR
S1
A
T.O. FLOOR
T.O. PLATE
9'
-
0
"
T.O. F. GRADE
8"
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
14
'
-
1
0
"
124.5
NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE.
STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL
MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU.
NEW CLASS 'A' MIN. TILE ROOF(9.0PSF) (ESR 1900) OVER 2
LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF
ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S
SPECIFICATIONS TYP. AND CITY OF SANTA ANA.
ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR
AND MATERIAL OF THE EXISTING.
WOOD TRIM
(N) SIDE VENT
PROVIDE 2 LAYERS
OF GRADE D PAPER
OVER ALL WOOD
BASE SHEATHING
14
'
-
1
0
"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
T.O. FLOOR
T.O. PLATE
9'
-
0
"
T.O. F. GRADE
8"
124.5
NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE.
STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL
MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU.
NEW CLASS 'A' MIN. TILE ROOF(9.0PSF) (ESR 1900) OVER 2
LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF
ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S
SPECIFICATIONS TYP. AND CITY OF SANTA ANA.
ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR
AND MATERIAL OF THE EXISTING.
WOOD TRIM
PROVIDE 2 LAYERS
OF GRADE D PAPER
OVER ALL WOOD
BASE SHEATHING
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
14
'
-
1
0
"
T.O. FLOOR
T.O. PLATE
9'
-
0
"
T.O. F. GRADE
8"
124.5
NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE.
STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL
MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU.
NEW CLASS 'A' MIN. TILE ROOF(9.0PSF) (ESR 1900) OVER 2
LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF
ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S
SPECIFICATIONS TYP. AND CITY OF SANTA ANA.
ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR
AND MATERIAL OF THE EXISTING.
WOOD TRIM
WOOD BEAM
DECOR
WOOD TRIM
PROVIDE 2 LAYERS
OF GRADE D PAPER
OVER ALL WOOD
BASE SHEATHING
THE BUILDING SHALL HAVE
ADDRESS NUMBERS PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE
AND VISIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST WITH
BACKGROUND, BE ARABIC OR
ALPHABETICAL LETTERS AND BE A
MINIMUM OF 4 ” HIGH WITH A
MINIMUM STROKE OF ½”. (R319.1)
210 UNIT #2
WEST ELEVATION
SCALE: 1/4" = 1'-0"
14
'
-
1
0
"
T.O. FLOOR
T.O. PLATE
9'
-
0
"
T.O. F. GRADE
8"
124.5
NOTE: ALL EXTERIOR FINISH OF ADU WILL MATCH EXISTING HOUSE.
STUCCO,WINDOWS, DOORS, TRIMS, MULLIONS AND ROOF WILL
MATCH BETWEEN (E) DWELLING HOUSE AND (N) ADU.
NEW CLASS 'A' MIN. TILE ROOF(9.0PSF) (ESR 1900) OVER 2
LAYER OF #15 FELT PER SEC. R905 INSTALLATION OF
ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURE'S
SPECIFICATIONS TYP. AND CITY OF SANTA ANA.
ROOF MATERIAL OF THE ADDITION WILL MATCH THE COLOR
AND MATERIAL OF THE EXISTING.
WOOD TRIM
PROVIDE 2 LAYERS
OF GRADE D PAPER
OVER ALL WOOD
BASE SHEATHING
LEGEND
EXISTING WALL
NEW WALL
NO.SIZE TYPE MATERIAL GLAZING
W I N D O W / D O O R S C H E D U L E
3'-0"X3'-0"SLIDING, W/ GRID VINYL DUAL
GLAZED
5'-0"X4'-0"
3'-0"X6'-8"ENTRY DOOR FIBERGLASS
VINYL DUAL
GLAZED
4'-0"X4'-0"SLIDING, W/ GRID VINYL DUAL
GLAZED
2'-0"X2'-0"SLIDING, OBS, TEMP,
W/ GRID VINYL DUAL
GLAZED
SLIDING, W/ GRID
2'-6"X6'-8"LOUVER DOOR METAL
U FACTOR = .30 SHGC = .23
(N) ATTIC VENTILATION-ADU:
REQUIRED : 572 SF. / 150 SF. = 3.81 SF. VENT.
PROVIDED : 2 - 24" DORMER VENTS
EACH VENT = 1.57 SF X 2 = 3.14 SF. VENTILATION
PROVIDED : 1- 12"X24" SIDE VENT
EACH VENT = 2 SF X 1 = 2 SF. VENTILATION
TOTAL = 5.14 SF VENTILATION
NOTES:
1. AT BEDROOMS PROVIDE ONE OPENABLE ESCAPE
WINDOW OR DOOR MEETING ALL OF THE FOLLOWING:
A. AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ.
FT. (5.0 SF. AT GRADE LEVEL)
B. A MINIMUM CLEAR 24 INCH HEIGHT AND 20 INCH
WIDTH
C. CLEAR OPENING NOT OVER 44 INCHES ABOVE THE
FLOOR. CBC 1026.2
2.SHOWER COMPARTMENTS AND WALLS ABOVE
BATHTUB WITH SHOWER HEADS SHALL BE
FINISHED WITH A SMOOTH, NONABSORBENT
SURFACE TO A HEIGHT NOT LESS THAN 6 FEET
ABOVE FLOOR. (R307.2)
3.NONASBESTOS FIBER-CEMENT BACKER BOARDS,
NONASBESTOS FIBER-MAT REINFORCED
CEMENTITIOUS BACKER UNITS, GLASS MAT
GYPSUM BACKING PANELS OR FIBER-REINFORCED
GYPSUM PANELS SHALL BE USED AS A BACKER
FOR WALL TILE IN TUB AND SHOWER AREAS AND
WALL PANELS IN SHOWER AREAS. (R702.4.2 )
3. ANTI-SCALDING SHOWER AND TUB-SHOWER
VALVES REQUIRED.
4. ALL NEW WINDOWS INCLUDING:
U-FACTORS = 0.30 & SHGC = 0.23
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
EXISTING &
NEW FLOOR
PLAN
05 11
A1
210 W Harvey Ave
Unit #24/22/2025
DRAG CONNECTION
N.T.S.
SIMP. "MSTC40"
STRAP U.N.O
FLUSH BEAM PER PLAN
DOUBLE TOP PLATES
4X POST
4X POST
3 #4 BARS
EA WAY
SIMPSON BASE CAP
CCB
CONC. SLAB
2500 PSI CONCRETE
(SEE PLAN)
(SEE PLAN)
3"
F.A.U IN ATTIC
N.T.S.
30"
M
I
N
.
F.A
.
U
.
LIGHTING FIXTURE
CONTROLLED BY A
SWITCH LOCATED BY
ATTIC ACCESS
F.A.U SHALL BE LISTED
FOR INSTALLATION IN
ATTIC AND ON
COMBUSTABLE FLOORING
CLEARANCES SHALL BE
AS SPECIFIED IN THE
LISTING
5 /8" CDX X24"
MIN. WIDE
PLYWD
PASSSAGEWAY
20' MAX TRAVEL
DISTANCE
30" SQ. VERIFY
22"X30" W/ F.A.U
MANUF. ATTIC
ACCESS
5/8" CDX PLYWD
LEVEL WORKING
PLATFORM FOR
THE ENTIRE
LENGTH OF UNIT
LIGHT
SWITCH
ELECTRICAL
OUTLET
NOTE:
PASSAGEWAY TO THE MECHANICAL EQUIPMENT IN THE
ATTIC SHALL BE UNOBSTRUCTED AND HAVE CONTINUOUS
SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN
20' IN LENGTH THROUGH THE ATTIC.
BEAM. TO POST CONN.
N.T.S.
WD POST
SIMPSON CAP
(PER PLAN)
WD BEAM SIMPSON "MST"
RIDGE BEAM
N.T.S
RIDGE BOARD
(SEE FRAMING)2X RR @ 16" O.C.
(SEE PLANS)
E.N.
ROOF SHEATHING
LSTA24 @ 48" O.C.
D1
12
POST PAD DETAIL (TYP.)
N.T.S.
16
04
12
13
07
03
19
050102
08 09
14 15
20
06
1110
21 22
1817
SIMSPON
HOLDOWN
SIMPSON HDU
(PER PLAN)
W/1/4"X3" SCREWS
(ICC ESR-2330)
12"
5"
NEW SHEAR
WALL
(SEE PLANS)
CONC. FOOTING
F.G
F.F
SSTB16 5/8"X12-5/8" LE.
PER ESR-2611 3"
MIN.
24"
2X STUDS @ 16"
O.C./ 4X4 OR 2-2x4
HDU2-8D82.5
HDU4-8D82.5
HDU5-8D82.5
HDU8-8D82.5
SCREWS
TO POST
1/4"X2.5"
1/4"X2.5"
1/4"X2.5"
1/4"X2.5"
ANCHOR BOLT
NUTS/WASHERS
5/8"
5/8"
5/8"
7/8"
NOTE:
1. ALL HOLDOWN ANCHORS MUST
BE TIED IN PLACE PRIOR TO
FOUNDATION INSPECTION.
2. DEEPEN FOOTING AS REQUIRE
TO OBTAIN ANCHORS EMBEDMENT
AND CONCRETE COVER.
P.T.D.F SILL PLATE
(PER PLAN)
HDU-SDS2.5 @ FOOTING
N.T.S.
FLOOR/ROOF SHEATING
(4'X8' OSB. SHEATING)
FLOOR OR ROOF JOIST
PANEL FIELD NAILING
DIAPHRAGM BOUNDARY
NAILING
PANEL EDGE NAILING
BLOCKING @ PANEL
EDGES NOT REQUIRED
@ ROOF OR IF T&G
SHEATING IS UDED
ROOF SHEATHING
N.T.S.
2X RAFTER @
16" O.C. TYP.
4X HEADER
SEE PLAN
60°
DOUBLE TOP PLATE
CRIPPLE STUDS
TRIMMER STUDS
TO SUPPORT HEADER
WALL FRAMING
N.T.S.
3-16D NAILS
FOR 2X
TRIMMER
(2-2X
TRIMMER AT
OPENING
WIDER THAN
6'-0")
4-16D NAILS
FOR
4X HEADER
ROUGH
SILL
CRIPPLE
2 X 4
SOLE PLATE
INTERIOR WALL TO FLR
N.T.S.
2X4 STUDS @ 16" O.C.
SHOT PIN @ 24" O.C.
ICC 1799
2X RR @ 16" O.C.
2X 16D NAILS EA SIDE
2X4 STUDS @ 16" O.C.
INTERIOR PAD FOOTING
N.T.S.
EXTERIOR FOOTING
N.T.S.
12"
24
"
5" CONC. SLAB W/ #4
REBAR @18" E.W.
2X4 P.T.D.F. MUD SILL
W/ 5/8 Ø A.B. X 10"
LONG W/ 3" X 3" X .229"
WASHER 7" INTO CONC.
12" FROM CORNERS
AND 48" O.C. MAX.
5"
2X STUDS
@ 16" O.C.
3"
CLR
8"MIN
GRD.
R-15
4" ABOVE EARTH
OR 2" ABOVE
PAVED AREAS
26GA
SCREED
STUCCO FINISH
CEMENT PLASTER ON MEATAL LATH SHALL
HAVE AT LEAST 7/8" THICKNESS MIXED 1:2
FOR SCRATCH COAT AND 1:3 BROWN COAT
BY WEIGHT, CEMENT TO SAND AGGREGATE.
2-#5 CONT. 3" FROM
TOP & BOTTOM
TYP. ALL F'TG'S.
10 MIL VISQUEEN
4" THK (MIN) BASE
OF 1
2" CLEAN
AGGREGATE
24"
24" @ 36" O.C.
24
12"MIN
FOR ADU 5" CONC. SLAB W/ #3
REBAR @18" E.W.
SIMPSON POST CAP
N.T.S.
SIMPSON LU
4X POST
4X HDR SIMPSON EPC
CARRY HDR
4X POST (SEE PLAN)
3- #4 BARS
EA WAY
SIMPSON BASE CAP
PBS
3"
MIN.
6"
3" CONC. SLAB OR
2" ASPHALTIC
CONC. SLAB
(SEE PLAN)
CJ TO BEAM
N.T.S.
LU HANGER
LU HANGER
(N) FLUSH BEAM
(SEE PLAN)
(WHERE OCCURS)
2X CJ @ 16" O.C.
(SEE PLANS)
2X CJ @ 16" O.C.
(SEE PLANS)
5-16D NAILS
EN.
2 X BLKG.
A35 @ 32" O.C.
ROOF SHTG.STARTER BOARD
5
1
/
2
"
2X RR @ 16" O.C.
(SEE PLANS)
CEMENT PLASTER
ON METAL LATH
SHALL HAVE AT
LEAST 7
8" THICKNESS
MIXED 1:2 FOR
SCRATCH COAT AND
1:3 BROWN COAT BY
WEIGHT, CEMENT TO
SAND AGGREGATE.
STUCCO
FINISH
1 HOUR RATED EAVE DETAIL
N.T.S.
(N) 2X6 CJ @ 16" O.C.
(SEE PLAN)
7-16D NAILS
R-15
EN.
2X4 STUDS @ 16" O.C.
2 X BLKG.
A35 @ 32" O.C.
2X CJ @ 16" O.C.
(SEE PLANS)
(WHERE OCCURS)
ROOF SHTG.STARTER BOARD
NEW SHEAR WALL
(SEE PLANS)
2X RR @ 16" O.C.
(SEE PLANS)
R-38
1 HOUR FIRE
N.T.S.
STUCCO
FINISH
CEMENT PLASTER
ON METAL LATH
SHALL HAVE AT
LEAST 7
8" THICKNESS
MIXED 1:2 FOR
SCRATCH COAT AND
1:3 BROWN COAT BY
WEIGHT, CEMENT TO
SAND AGGREGATE.
EN
2X BLOCKING /OR
JOIST
2X4 STUDS @ 16" OC
R-15 INSULATION
2X CEILING JTS
@ 16" 0C
R-38 INSULATION
2X RAFTERS
@16" OC 2X4 FLATS @ 36" OC
ROOF SHTG.STARTER BOARD
A35 @ 32" O.C.
NEW SHEAR WALL
(SEE PLANS)
W/ A35 @ 32" O.C.
DBL TP
EN
5
8"TYPE X DRYWALL
IF LESS THAN 5'-0" FROM P.L.
STUCCO
FINISH
CEMENT PLASTER ON
METAL LATH SHALL HAVE
AT LEAST 7
8" THICKNESS
MIXED 1:2 FOR SCRATCH
COAT AND 1:3 BROWN
COAT BY WEIGHT, CEMENT
TO SAND AGGREGATE.
1 HOUR FIRE
N.T.S.
R-5
R-5
5
8"TYPE X DRYWALL
IF LESS THAN 5'-0" FROM P.L.
DBL BLOCKING
OPENING
(SEE PLAN)2-16D NAILS
EA SIDE
ATTIC ACCESS FRAMING
N.T.S.
23
2X4 @ 16" OC.
ST6224 STRAP
@ 32" OC.
2X4 BRACE
@ 32" OC.
EN.
(E)2X4 STUDS @ 16" O.C.
(E)2X CJ @ 16" O.C.
ROOF SHTG.STARTER BOARD
(E)2X RR @ 16" O.C.
1 HOUR OVERHANG
N.T.S.
(N)STUCCO
FINISH
CEMENT PLASTER
ON METAL LATH
SHALL HAVE AT
LEAST 7
8" THICKNESS
MIXED 1:2 FOR
SCRATCH COAT AND
1:3 BROWN COAT BY
WEIGHT, CEMENT TO
SAND AGGREGATE.
(E) DRYWALL
(E)STUCCO
FINISH
H2.5@48" O.C.
H2.5@48" O.C.SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
DETAILS
08 11
D1
210 W Harvey Ave
Unit #24/22/2025
LEGEND
SHEAR WALL
EXISTING WALL
NEW FOUNDATION
NOTES:
5" THICK CONC. SLAB FLOOR, 4,500 PSI. @ 28 DAYS,
TYPE V CEMENT W/ #4 @ 18" O.C. EA WAY, OVER 10
MIL VISQUEEN OVER 4" BASE 1
2" OR LARGER CLEAN
AGGREGATE
12"Wx24"D CONT. FTG., W/ 2#5 T&B
(N) PAD FOOTING 30"SQ X 24"DEEP W/ 3-#4 EA WAY
(N) PAD FOOTING 24"SQ X 24"DEEP W/ 3-#4 EA WAY
1
2
FOUNDATION ANCHOR BOLTS IN CONTACT WITH
PRESSURE TREATED SILL PLATE SHALL BE OF
HOT DIPPED ZINC-COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER.
*CONCRETE IN CONTACT WITH THE SOIL SHALL
HAVE AN MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 4,500 P.S.I. WATER CEMENT RATIO
OF 0.45 AND TYPE V CEMENT UNLESS A SOIL
REPORT RECOMMENDS OTHERWISE.
*ALL SHEAR HARDWARE AND ANCHOR BOLTS
WITH NON-STANDARD SPACING ARE TO BE FIXED
IN PLACE FOR FOUNDATION INSPECTION.
SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR
THE UTILITY AND/OR FOUNDATION. 90% COMPACTION
REPORT IS REQUIRED AT THE TIME OF FOUNDATION
INSPECTION. DAMP PROOFING, BASE COURSE AND
PRE-SATURATION ARE REQUIRED.
NEW WALL
3
4
PANEL
THICKNESS
PANEL INDEX
EDGE NAILING
1 2 3 4
3/8"
24/0
8 D @ 6"
1/2"1/2"1/2"
24/0 24/0 24/0
FIELD NAILING
TOP PLATE 2-2X
2X
SILL CON.
ANCHOR
BOLTS
A35 24" @ O.C.
RATING
SILL PLATE
ON WOOD
FLR. FOUND.
SILL PLATE
END POSTS
(MIN.)
CAPACITY 260
(SHEAR WALL SCHEDULE FOR CRC 2022)
(SHEAR WALL #3, #4: W/ 3X STUD, SILL & BLOCK
BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE
FOR PLYWOOD BOUNDARY NAILING.)
8 D @ 4"
8 D @ 12"
8 D @ 3"8 D @ 2"
8 D @ 12"8 D @ 12"8 D @ 12"
2-2X 2-2X 2-2X
2X
2X
2X
2X
2X
3X
3X
4X 4X
OR DBL 2X
4X
OR DBL 3X
4X
OR DBL 3X
16 D @ 6"
5/8" D X10"
@ 24"
16 D @ 4"40 D @ 4"40 D @ 3"
5/8" D
@ 16"
5/8" D
@ 12"
5/8" D
@ 24"
16" @ O.C.12" @ O.C.9" @ O.C.
APA CDX
EXPOSURE 1
APA CDX
EXPOSURE 1
340 460 600
SHEAR WALL SCHEDULE
WHERE PANELS ARE APPLIED ON BOTH FACES OF A
SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES
ON CENTER ON EITHER SIDE, PANEL JOIST SHALL BE
OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.
ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF
FRAMING MEMEBERS SHALL BE 3" OR GREATER AT
ADJOINING PANEL EDGES AND NAILS AT ALL PANEL
EDGES SHALL BE STAGGERED.
SHEAR WALL SCHEDULE
V = 260 PLF
PLYWOOD SHEAR WALL (STRUCT I): 3/8" THK CDX
PLYWOOD (ALTER 5/16" THK. OSB PANEL) APA RATED
32/16 INDEX 8D COMMON NAILS @ 6", 12" O.C.
5/8"Ø X 10 AB'S @ 24" O.C. / 3X 3X 0.229 PLATE WASHER
1
NOTE
FASTENERS IN PRESSURE-TREATED AND
FIRE-RETARDANT, TREATED WOOD SHALL BE OF
HOT-DIPPED, ZINC-COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER.
ROOF SHEATHING (UNBLOCKED)
1/2" THK CDX PLYWOOD (ALTER 7/16 THICK. OSB)
APA RATED STRUCTURAL PANEL
32/16 INDEX, 8 D COMMON NAILS @ 6", 12" O.C.
FACE GRAIN PERPENDICULAR TO SUPPORT (TYP.)
D1
12
NOTE
WOOD FRAMING MEMBERS, INCLUDING WOOD
SHEATHING, THAT REST ON FOUNDATION WALL
ARE LESS THAN 8" SHALL BE PRESERVATIVE-
TREATED WOOD PER CBC 2022.
01
D1
01
D1
01
D1
1
06
D1
2
01
D1
405
D1
19
D1
18
D1
S1
A
S1
A
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
12'-9"
27
'
-
1
"
25'-0"
10
'
-
0
"
16
'
-
4
"
9'
-
6
"
13'-0"2'-1"8'-3"
21'
-
0
"
(N) KITCHEN
(N) 9'-0" CL. HT.
(N) BEDROOM #1
(N) 9'-0" CL. HT.
(N) LIVING ROOM
(N) 9'-0" CL. HT.
(N) BATH
(N) 9'-0" CL. HT.
(N) PORCH
(N) 9'-0" CL. HT.
3'
-
0
"
10'-6"
FRAMING PLAN
SCALE: 1/4" = 1'-0"
12'-9"
27
'
-
1
"
25'-0"
10
'
-
0
"
16
'
-
4
"
9'
-
6
"
5'
-
6
"
13'-0"2'-1"8'-3"
21'
-
0
"
(N) KITCHEN
(N) 9'-0" CL. HT.
(N) BEDROOM #1
(N) 9'-0" CL. HT.
(N) LIVING ROOM
(N) 9'-0" CL. HT.
(N) BATH
(N) 9'-0" CL. HT.
(N) PORCH
(N) 9'-0" CL. HT.
3'
-
0
"
10'-6"
1L=8'
1
L=2'
1
L=8'
1 L=6'5'
-
6
"
3'
-
6
"
11'-11"
1 2
B
A
(N
)
H
D
U
2
03
D1
(N
)
H
D
U
2
03
D1
(N
)
H
D
U
2
(N
)
H
D
U
2
(N
)
H
D
U
2
(N
)
H
D
U
2
03
D1
03
D1
03
D1
03
D1
1 2
B
A
1L=8'
1
L=2'
1
L=8'
1 L=6'
1
L=8'
(N
)
2
x
8
R
I
D
G
E
B
O
A
R
D
(N
)
2
x
8
R
I
D
G
E
B
O
A
R
D
(N
)
3
-
1
/
2
"
x
1
1
-
7
/
8
"
P
S
L
F
L
U
S
H
B
E
A
M
(N
)
4
x
1
0
D
F
#
1
F
L
U
S
H
B
E
A
M
(N) 4x6 HDR (N) 4x4 HDR
(N) 4x4 HDR(N) 4x8 HDR
(N
)
4
x
6
H
D
R
(N
)
4
x
4
H
D
R
(N
)
4
x
4
H
D
R
(N) 2x8 R/R
@ 16" O.C.
(N) 2x8 R/R
@ 16" O.C.
(N) 2x6 C/J
@ 16" O.C.
(N) 2x6 C/J
@ 16" O.C.
(N) 4x10 HDR
(N
)
4
x
6
H
D
R
(N
)
4
x
6
H
D
R
1
2
2
2
3
05
D1
01
D1
02
D1
18
D1
19
D1
07
D1
08
D1
08
D1
08
D1
07
D1
20
D1
11
D1
20
D1
06
D1
10
D1
S1
A
S1
A
(N)
H
D
U
2
(N) H
D
U
2
03
D1
(N) ST6224
1
L=8'
22X30
ATTIC 16
D1
BASIS OF DESIGN (CBC 1603):
A. ROOF LIVE LOAD = 20 PSF
B. ATTIC STORAGE LOAD = N/A
C. WIND DESIGN DATA.
I. BASIC WIND SPEED = 95 PSF
II. WIND EXPOSURE = C
D. EARTHQUAKE DESIGN DATA
I. MAPPED Ss = 1.277
MAPPED S1 = 0.458
II. SITE CLASS = D
III. SESMIC DESIGN CATEGORY = D
IV. BASIC SEISMIC-FORCE-RESISTING SYSTEM(S). = PLYWOOD SHEAR WALL
V. Cs = 0.21
R = 6.5
VI ANALYSIS PROCEDURE USED. = EQUIVALENT LATERAL FORCE PROCEDURE
E. SOIL LOADING BEARING VALUES: 1500 PSF
SECTION - A -
SCALE: 1/4" = 1'-0"
(N) 2X6 RR @ 16" O.C. (TYP.)(N) 2X6 RR @ 16" O.C. (TYP.)
(N) 2x6 C/J @16" O.C.
(N) BEDROOM #1
(N) R-15
(N) R-15
(N) 2X4 STUD WALL
@16" 0.C. (TYP.)
(N) 1/2" DRYWALL
(N) 2 LAYER OF
GRADE D PAPER
7/8" STUCCO
(N) R-38
T.O. FLOOR
T.O. PLATE
9'
-
1
"
14
'
-
1
0
"
T.O. ROOF
T.O. F. GRADE
8"
(N) R-15
(N) 2X4 STUD WALL
@16" 0.C. (TYP.)
(N) 1/2" DRYWALL
(N) 2 LAYER OF
GRADE D PAPER
7/8" STUCCO
(N) R-38
124.5
(N) 2X8 RIDGE
(N) 4x10 DF#1
(N) BATH(N) CL
*RADIANT BARRIER REQUIRED
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
FOUNDATION &
FRAMING
PLAN, SECTION
07 11
S1
X
X
X
X
X
210 W. HARVEY AVE. UNIT #2
JAMES HUYNH
(714)791-4750JAN 29, 2025
JAMES HUYNH
210 W Harvey Ave
Unit #24/22/2025
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
GREEN NOTES
03 11
GR1
210 W Harvey Ave
Unit #24/22/2025
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
GREEN NOTES
04 11
GR2
210 W Harvey Ave
Unit #24/22/2025
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
MANDATORY
MEASURES
09 11
MM
210 W Harvey Ave
Unit #24/22/2025
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
TITLE 24
10 11
T24
210 W Harvey Ave
Unit #24/22/2025
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
TITLE 24
11 11
T24
210 W Harvey Ave
Unit #24/22/2025
1. PROVIDE APPROVED SMOKE ALARMS, SMOKE ALARMS
SHALL BE INTERCONNECTED SUCH THAT THE
ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS.
2. SMOKE DETECTORS SHALL BE "HARD WIRED" AND SHALL
BE EQUIPPED WITH BATTERY BACK-UP @ ALL NEW
BEDROOMS.
3.THE SMOKE ALARMS SHALL BE INTERCONNECTED. (R314.4)
4. FOR SINGLE-FAMILY DWELLINGS AND DUPLEXES ARE
NOT CHECKED FOR PLUMBING, MECHANICAL AND
ELECTRICAL CODE COMPLIANCE. THESE DISCIPLINES
ARE SUBJECT TO FIELD INSPECTION.
5. THE RESIDENCE SHALL CONFORM TO THE STATE
ENERGY STANDARDS.
NOTES:
LEGEND
110 v DUPLEX ELEC. OUTLET
WATER PROOF
HOSE BIBB W/ ANTI-SIPHONE
WALL MOUNTED LIGHT
CEILING MOUNTED LIGHT
6" LED RECESS LIGHT
CEILING FAN
SINGLE POLE SWITCH
SMOKE DETECTOR BATTERY (INTER-CONNECTED)
S
HB
GROUND FAULT INTERUPTED CIRCUIT
AFCI ARC FAULT CIRCUIT INTERRUPTER
GFI
EXHAUST FAN (100 CFM) W/ HUMIDITY CONTROL
(MAX 3 SONE)
DIMMER SWITCH
VACANCY SENSORS
S
S
D
vs
110 VOLT WEATHER PROOF OUTLET, GFIGFI/
WP
SD
3-WAY SWITCHS3
CARBON MONOXIDE DETECTORS
(CRC R315) SECTIONS R315.1 & R315.2
CO
1. ALL EXISTING APPROVED SMOKE ALARMS & CARBON
MONOXIDE ALARM IN EACH UNITS. IF NOT PLEASE PROVIDE
& SHALL COMPLY WITH THE STATE ENERGY STANDARDS &
CITY MUNICIPAL CODE STANDARDS.
(FIELD VERIFY AT LOCATION)
2.ALL RECEPTACLE OUTLETS SHALL BE LISTED
TAMPER-RESISTANT RECEPTACLE PER CEC 406.12
3.BATHROOM RECEPTACLES SHALL BE SERVED BY A
DEDICATED 20 AMP CIRCUIT PER CEC 210.52(D)
NOTES:
LEGEND
EXISTING WALL
NEW WALL
FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING $1000,
EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE
ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL
BE PROVIDED WITH A CARBON MONOXIDE ALARM. (R315.1 CRC).
* ALARMS WILL BE BATTERY OPERATED.
* ALARMS SHALL BE LOCATED OUTSIDE EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS.
*LISTING & APPROVAL BY THE OFFICE OF THE STATE FIRE
MARSHAL FOR COMBINED CARBON MONOXIDE & SMOKE
ALARMS ARE ALLOWED.
1. WALLS 2 FT. OR GREATER SHALL HAVE AN OUTLET. OUTLETS
SHALL BE SPACED MAX. 12 FT. APART, AND A MAXIMUM OF 6 FT.
FROM END OF WALLS OR OPENING (CEC 210-52A)
2. ALL RECEPTACLE OUTLETS SHALL BE LISTED
TAMPER-RESISTAND RECEPTACLE PER CEC 406.11.
3. BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED
20 AMP CIRCUIT PER CEC 210-52(D).
ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR
ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR
ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT
AND HAVING A VALUATION IN EXCESS OF $1,000, AN APPROVED
CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING
UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT
HAVE ATTACHED GARAGES SHALL BE PROVIDED WITH CARBON
MONOXIDE ALARMS (CRCR315)
- CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN
THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR
WHICH THE PERMIT WAS OBTAINED. CARBON MONOXIDE
ALARMS REQUIRED BY SECTIONS R315.1 AND R315.2 SHALL
BE INSTALLED. REVISE DRAWINGS TO SHOW COMPLIANCE.
- OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING
AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S).
- ON EVERY LEVEL OF A DWELLING UNIT INCLUDING
BASEMENTS.
- WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS
REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT
OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE
INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE
ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE
INDIVIDUAL UNIT.
EXCEPTION:
INTERCONNECTION IS NOT REQUIRED IN EXISTING DWELLING
UNITS WHERE REPAIRS DO NOT RESULT IN THE REMOVAL OF
WALL AND CEILING FINISHED, THERE IS NO ACCESS BY MEANS
OF ATTIC, BASEMENT OR CRAWL SPACE, AND NO PREVIOUS
METHOD FOR INTERCONNECTION EXISTED.
1. PROVIDE A MINIMUM OF 2-20 AMP SMALL APPLIANCE
CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH
CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE
BALANCED. CEC 210-52(B)(2).
2. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH
CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS.
CEC 210-23(a)
3.ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN
ACCORDANCE WITH TABLE 150.0A.
4.EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM
LIGHTING SYSTEMS.
5.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY
ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE
SPACES MUST BE CONTROLLED BY A VACANCY SENSOR.
1.KITCHEN RANGE HOOD (NEW CONSTRUCTION CA ENERGY
CODE 150.0(o)2.B.) SHALL BE FIELD VERIFIED IN
ACCORDANCE WITH THE PROCEDURES IN REFERENCE
RESIDENTIAL APPENDIX RA3.7.4.3 TO CONFIRM TO THE
MODEL IS RATED BY HVI TO COMPLY WITH THE FOLLOWING
REQUIREMENTS:
A.THE MINIMUM VENTILATION RATE AS SPECIFIED IN
SECTION 5 OF ASHRAE 62.2.
B.THE MAXIMUM SOUND RATING AS SPECIFIED IN
SECTION 7,2 OF ASHRAE 62.2.
2.DUCTS USED FOR DOMESTIC KITCHEN RANGE OR
COOKTOP VENTILATION SHALL BE OF METAL AND SHALL
HAVE SMOOTH INTERIOR SURFACES. (504.3)
EXCEPTION: DUCTS FOR DOMESTIC KITCHEN DOWNDRAFT
GRILL-RANGE VENTILATION INSTALLED UNDER A CONCRETE
SLAB FLOOR SHALL BE PERMITTED TO BE OF APPROVED
SCHEDULE 40 PVC PROVIDED IN COMPLIANCE WITH CMC
504.3.
3.CONDENSATE WASTE SHALL BE COLLECTED AND
DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR
DISPOSAL AREA. CONDENSATE OR WASTEWATER SHALL
NO DRAIN OVER A PUBLIC WAY. (310.1)
*MECHANICAL UNIT FILTERS MUST BE MERV-13 OR BETTER.
(150.0(m)12C)
NOTES:
MECH. NOTES:
ADDITIONAL ELECTRICAL NOTES:
NEW CONSTRUCTION (150.0(N). WATER HEATING SYSTEMS USING GAS OR
PROPANE TO SERVE INDIVIDUAL DWELLING UNITS SHALL DESIGNATE A
SPACE AT LEAST 2.5 FEET BY 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR
THE FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH) BY
MEETING EITHER A OR B BELOW.
A.A DEDICATED 125 VOLTS, 20-AMP ELECTRICAL RECEPTACLE THAT IS
CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR,
10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER
HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO
OBSTRUCTIONS; AND
B.BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE
WORD “SPARE” AND BE ELECTRICALLY ISOLATED; AND
C.A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL
PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT
ABOVE AND LABEL WITH THE WORDS “FUTURE 240V USE”; AND
D.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN
THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL
DRAINING WITHOUT PUMP ASSISTANCE.
ENERGY STORAGE SYSTEM (ESS) READY. AT LEAST ONE OF THE
FOLLOWING SHALL BE PROVIDED:
A.ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP
CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH
CIRCUITS, OR
B.A DEDICATED RACEWAY FROM THE MAIN SERVICE PANEL TO A
PANELBOARD (SUBPANEL) THAT SUPPLIES THE FOLLOWING BRANCH
CIRCUITS: REFRIGERATOR, LIGHTING CIRCUIT NEAR PRIMARY EGRESS
DOOR, SLEEPING ROOM RECEPTACLE AND ONE ADDITIONAL.
THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225
AMPS. SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A
SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE
MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE
PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT TO ALLOW THE
CONNECTION OF BACKUP POWER SOURCE.
HEAT PUMP SPACE HEATER READY. SYSTEMS USING A GAS OR PROPANE
FURNACE SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3
FEET OF THE FURNACE. THE BRANCH CIRCUIT SHALL BE RATED AT 30 AMPS
MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A RESERVED SPACE
TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER.
THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE
240V USE”. (CALIFORNIA ENERGY CODE 150.0(T))
ELECTRIC COOKTOP READY. SYSTEMS USING A GAS OR PROPANE
COOKTOP SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3
FEET OF THE COOKTOP. THE BRANCH CIRCUIT SHALL BE RATED AT 50 AMPS
MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A RESERVED SPACE
TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER.
THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE
240V USE”. (CALIFORNIA ENERGY CODE 150.0(U))
ELECTRICAL CLOTHES DRYER READY. SYSTEMS USING A GAS OR PROPANE
DRYER SHALL INCLUDE A DEDICATED 240-VOLT BRANCH CIRCUIT WITH 3
FEET OF THE CLOTHES DRYER. THE BRANCH CIRCUIT SHALL BE RATED AT
30 AMPS MINIMUM. THE MAIN ELECTRICAL SERVICE SHALL HAVE A
RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE
CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE PERMANENTLY
MARKED AS “FOR FUTURE 240V USE”. (CALIFORNIA ENERGY CODE 150.0(V))
1. AT BEDROOMS PROVIDE ONE OPENABLE ESCAPE
WINDOW OR DOOR MEETING ALL OF THE FOLLOWING:
A. AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ.
FT. (5.0 SF. AT GRADE LEVEL)
B. A MINIMUM CLEAR 24 INCH HEIGHT AND 20 INCH
WIDTH
C. CLEAR OPENING NOT OVER 44 INCHES ABOVE THE
FLOOR. CBC 1026.2
2. SHOWERS SHALL BE FINISHED 72" ABOVE DRAIN WITH
MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE.
3. ANTI-SCALDING SHOWER AND TUB-SHOWER VALVES
REQUIRED.
4.ADDITIONS THAT EXCEED 50% OF EXISTING LIVING
FLOOR AREA REQUIRE UNDER GROUNDING OF ALL
EXISTING ABOVE GROUND UTILITIES. "PER BUILDING
POLICY, WHERE FEASIBLE, AND AS DETERMINED BY
THE BUILDING INSPECTOR, ALL ABOVE-GROUND
UTILITIES SHALL BE RELOCATED UNDERGROUND."
5.ALL NEW WINDOWS INCLUDING:
U-FACTORS = 0.30 & SHGC = 0.23
NOTES:
22X30
ATTIC
HB
(N)FAU 17
D1
16
D1
AFCI
(N) SD
WHOLE
HOUSE FAN
50 CFM
ALL SERVICES SUPPYING DWELLING UNITS SHALL
BE PROVIDED A SURGE PROTECTION DEVICE. THE
SPD SHALL BE AN INTEGRAL PART OF THE
SERVICE EQUIPMENT OR SHALL BE LOCATED
IMMEDIATELY ADJACENT THERETO. (CEC 230.667)
PAD SUPPORTING CONDENSER
SHALL BE A MINIMUM OF 3"
ABOVE THE GRADE.
HOOD OVER ELECTRIC
RANGE SHALL BE
160CFM OR 65% CE FOR
ELECTRICAL RANGE
(MAX 3 SONES)
PROVIDED UFER OR OTHER
APPROVED GROUND PER CEC 250.
NOTE:
THE MAIN PANELBOARD SHALL HAVE A
MINIMUM BUSBAR RATING OF 225.
RHEEM-HEAT PUMP
40 GAL
ELEC. HEAT PUMP
PROVIDE BLOCKING FOR
FUTURE ADA GRAB BAR
ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
12'-9"
27
'
-
1
"
25'-0"
10
'
-
0
"
W/D WH
PANTRY
DW
16
'
-
4
"
9'
-
6
"
5'
-
6
"
13'-0"2'-1"8'-3"
21'
-
0
"
(N) ADU
ELEC
PANEL
200 AMP
COND.
(N) KITCHEN
(N) 9'-0" CL. HT.
(N) BEDROOM #1
(N) 9'-0" CL. HT.
(N) LIVING ROOM
(N) 9'-0" CL. HT.
(N) BATH
(N) 9'-0" CL. HT.
(N) 2'0"X2'0" SLD
OBS TEMP WD
(N) 4'0"X4'0" SLD WD
(N) 5'0"X4'0" SLD TEMP. WD
(N
)
4
'
0
"
X
4
'
0
"
S
L
D
W
D
(N
)
3
'
0
"
X
3
'
0
"
S
L
D
W
D
(N
)
3
'
0
"
X
6
'
8
"
E
N
T
R
Y
D
R
.
(N) 2'6"X6'8"
LOUVER DR.
(N) PORCH
(N) 9'-0" CL. HT.
3'
-
0
"
10'-6"
ESS READY
SEE DIAGRAM
AFCI
AFCIAFCI
AFCI
AFCI
AFCI
AFCIAFCI
S
GFCI
SS
VS
GFCI
TYPE 1 CLOTHES DRYER EXHAUST DUCT
(MIN. 4 INCH DIA. AND 0.16" THICK RIGID
METAL TO OUTSIDE OF THE BUILDING
AND EQUIPPED WITH A BACK-DRAFT
DAMPER. EXHAUST DUCT LENGTH IS
LIMITED TO 14 FT. WITH 2 ELBOWS.
(N) SD+CO
PHOTOELEC.
HB
AFCI
GFCI
AFCI
GFCI
AFCI
GFCI
AFCI
GFCI
AFCI
GFCI
AFCI
GFCI
AFCI
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
D
S
SS
SS
S
S
DD
3 3
AFCI
S
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
(N) LED
PHOTO
CONTROL &
MOTION
SENSOR
PROVIDE NOTE: "EFFECTIVE JANUARY 1, 2014, SENATE
BILL 407 REQUIRES A BUILDING PERMIT APPLICANT TO
REPLACE ALL NONCOMPLIANT PLUMBING FIXTURES IN
PROPERTIES BUILT AND AVAILABLE FOR USE ON OR
BEFORE JANUARY 1, 1994 WITH WATER-CONSERVING
PLUMBING FIXTURES AS A CONDITION FOR APPROVAL
OF A FINAL BUILDING PERMIT FOR BUILDING
ALTERATIONS OR IMPROVEMENTS. CONTRACTOR
SHALL COMPLETE SB 407 AFFIDAVIT FORM AND
SUBMIT TO THE INSPECTOR PRIOR TO FINAL
INSPECTION. NON COMPLIANT PLUMBING FIXTURES
MEANS ANY OF THE FOLLOWIN
1.ANY TOILET MANUFACTURED TO USE MORE
THAN 1.28 GALLONS OF WATER PER FLUSH
2.ANY URINAL MANUFACTURED TO USE MORE
THAN ONE GALLON OF WATER PER FLUSH
3. ANY SHOWERHEAD MANUFACTURED TO HAVE A
FLOW CAPACITY OF MORE THAN 1.8 GPM
4.ANY INTERIOR FAUCET THAT EMITS MORE THAN
2.0 GPM.
1.THE WHOLE-BUILDING VENTILATION EXHAUST FAN WILL OPERATE
CONTINUOUSLY AND IS REQUIRED TO BE RATED FOR SOUND AT A
MAXIMUM OF 1 SONE. THIS EXHAUST FAN CAN BE CONTROLLED BY
A STANDARD ON/OFF SWITCH BUT THE SWITCH MUST BE LABELED
CLEARLY DISPLAYING THE FOLLOWING TEXT, OR EQUIVALENT. "THIS
SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR
THE HOUSE. LEAVE SWITCH IN THE "ON" POSITION AT ALL TIMES
UNLESS THE OUTDOORAIR QUALITY IS VERY POOR." [150.0(o)J]
WHOLE HOUSE FAN INFO:
MANUF. = PANASONIC
MODEL # = RG-R811LA
1 SONE RATING
WHOLE HOUSE FAN NOTES:
AGING-IN-PLACE/FALL PREVENTION NOTES:
A.REINFORCEMENT FOR GRAB BARS. [R327.1.1]
AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE
PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE
WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE
ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE 2ND OR 3RD
FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION.
1.REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER
CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING
AGENCY.
2.REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL
LUMBER (1-1/2” X 7-1/4” ACTUAL DIMENSION) OR OTHER
CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD
CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32” AND
39-1/4” ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL
FRAMING.
3.WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH
SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK
WALL.
4.SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL
FRAMING IS PROVIDED.
5.BATHTUB AND COMBINATION BATHTUB/SHOWER
REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE
BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL
REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED
WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6” ABOVE THE
BATHTUB RIM.
6.WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE
WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM
SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED,
FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS
APPROVED BY THE ENFORCING AGENCY.
B.DOCUMENTATION FOR GRAB BAR REINFORCEMENT. [R327.1.1.1]
INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF
GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION &
MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA
GREEN BUILDING STANDARDS CODE, CH. 4, DIVISION 4.4.
C.DOORBELL BUTTONS. [R327.1.4]
DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT
EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED
FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE
DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE
REQUIRED TO BE INSTALLED ABOVE 48” MEASURED FROM THE
EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR
CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING
48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE
TOP OF THE DOORBELL BUTTON OR CONTROL.
ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE
PHASE, 15 AND 20 AMPERE OUTLETS INSTALLED IN
DWELLING UNITS SHALL BE PROTECTED BY AN ARC-FAULT
CIRCUIT INTERRUPTER(S). [CEC 210.12] NOTE THIS
REQUIREMENT IS FOR ENTIRE CIRCUIT, NOT JUST THE OUTLETS.
NOTES:
1)PROVIDE SMOKE ALARM IN EACH BEDROOM OR
SLEEPING AREA, AND OUTSIDE OF EACH SEPARATE
BEDROOM/SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOM/SLEEPING AREA. LOCATION OF SMOKE DETECTORS
SHALL COMPLY WITH CRC SECTION R314.3.3. HARDWIRED AND
INTERCONNECTED SMOKE ALARMS ARE REQUIRED. (CRC R314)
2)PROVIDE CARBON MONOXIDE ALARM OUTSIDE OF EACH
SEPARATE BEDROOM/SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM/SLEEPING AREA. HARDWIRED AND
INTERCONNECTED CARBON MONOXIDE ALARMS Are Required.
(CRC R315)
3)SMOKE ALARMS SHALL BE AT LEAST 3 ' FROM A SUPPLY
REGISTER OR A BATHROOM DOOR/OPENING.
4)SMOKE ALARMS SHALL BE AT LEAST 20 ' FROM COOKING
APPLIANCE (10' FOR IONIZATION ALARM WITH SILENCING
SWITCH OR PHOTOELECTRIC ALARM).
NOTES:ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS
SHALL BE LOCATED NO MORE THAN 48” MEASURED TO TOP OF
THE OUTLET BOX AND NOT LESS THAN 15” MEASURED FROM
BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR.
NOTES:
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
12-11-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
U
N
I
T
#
2
(
A
D
U
)
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.(ADU),
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESS IONAL ENGINEER
HUE C . LUI
C-66754
9/26
1/29/2025
HA NGUYEN - 1/29/2025
ELECTRICAL
PLAN
06 11
A2
210 W Harvey Ave
Unit #24/22/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
December 10, 2024
Ha Nguyen Also sent via email to: win.nguyen.ent@gmail.com
210 W. Harvey Avenue
Santa Ana, CA 92707
Subject: Address Assignment for a new detached ADU at 210 W. Harvey Avenue (APN: 1410-282-
13) in Santa Ana, CA 92707
Dear Mr. Huynh,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing
within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new detached
ADU proposed at 210 W. Harvey Avenue (APN: 1410-282-13). Notice is hereby given that the following
assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit
A.
Address(es) to be Activated/Posted
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified
during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me by phone
at 714-667-2728 or by email at CSantana@santa-ana.org.
Sincerely,
Cristian Santana
Cristian Santana
Assistant Planner I
Exhibit A – Address Plan
c:
210 W Harvey Ave
Unit #24/22/2025
Address Letter for 210 W. Harvey Avenue (APN: 1410-282-13)
Page 2 of 2
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Ted Walstrom, Santa Ana Unified School District
Jeremy Cogan, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing Division Manager
Rudy Rosas, Deputy Public Works Director / City Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Services Principal
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Yvette Portugal, Code Enforcement Manager
Sergio Verino, Code Enforcement Principal
210 W Harvey Ave
Unit #24/22/2025
SHEET INDEX
PROJECT DIRECTORY
PROPERTY DESCRIPTION
VICINITY MAP
N.T.S.
SCOPE OF WORK
PROJECT LOCATION
OWNER:JAMES HUYNH (714)791-4750
ZONE:R-1
APN #:410-282-13
STORIES:1
SPRINKLERS: MAIN HOUSE - NO ADU - NO
DESIGNER:
HA NGUYEN
13172 SANDRA PL.,
GARDEN GROVE, CA 92843
TEL: (714) 326-3124
CIVIL ENGINEER:
SCOPE OF WORK:
1. NEW DETACHED ADU WITH 1 BEDROOM, 1 BATHROOM
2. PV PANELS UNDER SEPARATE PERMIT
(E)MAIN HOUSE 1,429 SQ. FT.
__________________________________________________________
__________________________________________________________
(E) GARAGE 466 SQ. FT.
(E) FRONT PORCH 102 SQ. FT.
(E) TRELLIS PATIO 177 SQ. FT.
__________________________________________________________
NEW DETACHED ADU 572 SQ. FT.
ADU PORCH 32 SQ. FT.
__________________________________________________________
LEGAL JURISDICTION:
CITY OF SANTA ANA, CALIFORNIA
APPLICABLE CODES: FOR ALL BELOW
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (GBC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (TITLE 24, PART 6)
SANTA ANA MUNICIPAL CODE
RESIDENTIAL DWELLINGS:
CONSTRUCTION TYPE: V-B
OCCUPANCY GROUP: R-3/U
TOTAL LOT COVERAGE 1,997 SQ. FT.
1429+466+102
__________________________________________________________
LOT COVERAGE %:29.6 %
LOT AREA: 6,740 SQ. FT.
TS COVER SHEET, (E)+(N) SITE PLAN
GN GENERAL NOTES
GR1 GREEN NOTES
GR2 GREEN NOTES
A1 (E)+(N) FLOOR PLAN, ELEVATIONS
A2 ELECTRICAL PLAN
S1 FOUNDATION & FRAMING PLAN, SECTION
D1 DETAILS
T24 TITLE 24
T24 TITLE 24
HUE C. LIU C -66754
10732 LA BATISTA AVE.
FOUNTAIN VALLEY, CA 92708
TEL: (714) 679-6472
.4 MILES
FROM BUS
ID:6539
W MACARTHUR BLVD.
E DYER RD.
W WARNER AVE.
S
B
R
I
S
T
O
L
S
T
.
S
F
L
O
W
E
R
S
T
.
MA
I
N
S
T
.
55
F
W
Y
PROJECT SITE
210 W HARVEY AVE.
PR
O
P
E
R
T
Y
L
I
N
E
9
1
.
9
8
'
PROPERTY LINE
4
3
.
8
3
'
PROPERTY LI
N
E
6
0
.
5
4
"
PR
O
P
E
R
T
Y
L
I
N
E
1
0
9
.
8
2
'
PROPERTY LINE 40.95'
(E)SITE/ROOF PLAN
SCALE: 1/8" = 1'-0"
210 W. HARVEY AVE.℄
PR
O
P
E
R
T
Y
L
I
N
E
9
1
.
9
8
'
PROPERTY LINE
4
3
.
8
3
'
PROPERTY L
I
N
E
6
0
.
5
4
"
PR
O
P
E
R
T
Y
L
I
N
E
1
0
9
.
8
2
'
PROPERTY LINE 40.95'
(N)SITE/ROOF PLAN
SCALE: 1/8" = 1'-0"
210 W. HARVEY AVE.℄
12'-9"
27
'
-
1
"
5'-0"
25'-0"
10
'
-
0
"
4'-6"
21'
-
0
"
SL
O
P
E
4.
5
:
1
2
SL
O
P
E
4.
5
:
1
2
(E)MAIN HOUSE
SLOPE
4.5:12
SLOPE
4.5:12
(E)GARAGE
(E
)
T
R
E
L
L
I
S
P
A
T
I
O
(E)PORCH
SL
O
P
E
4.
5
:
1
2
SL
O
P
E
4.
5
:
1
2
(E)MAIN HOUSE
SLOPE
4.5:12
SLOPE
4.5:12
(E)GARAGE
(E
)
T
R
E
L
L
I
S
P
A
T
I
O
(E)PORCH
SLOPE
4.5:12
SLOPE
4.5:12
(N) ADU
COND.
COND.
(E) MAIN
HOUSE
PANEL
(E) GAS
METER
(FIELD
VERIFY)
7'-10"
14'-10"
19
'
-
6
"
20
'
-
7
"
8'-7"
35'-5"
20
'
-
1
1
"
21
'
-
5
"
7'-10"
14'-10"
19
'
-
6
"
20
'
-
7
"
8'-7"
20
'
-
1
1
"
21
'
-
5
"
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
(E)6'-0" BLOCK W
A
L
L
(E)6'-0" BLOC
K
W
A
L
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
5'-0"EASEMEN
T
5'-0"EASEMEN
T
(E) GAS
METER
(FIELD
VERIFY)
(N) ADU
ELEC
PANEL
200 AMP
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
(E)6'-0" BLOCK W
A
L
L
(E)6'-0" BLOC
K
W
A
L
(E
)
6
'
-
0
"
B
L
O
C
K
W
A
L
L
COND.
(E) WATER
METER
(FIELD
VERIFY)
(E) WATER
METER
(FIELD
VERIFY)
FORTNIGHT LILY
1 GALLON
TEXAS PRIVET
5 GALLON
SPREADING
SUNSHINE
LANTANA
5 GALLON
(E)
24-INCH BOX
3'
-
0
"
10'-6"
(E)
24-INCH BOX
6'
-
3
"
(E) MAIN
HOUSE
PANEL
UPGRADE TO DUAL
400 AMP METER
(N
)
3
"
S
E
W
E
R
L
I
N
E
(N)1"WATER LINE
(N) 2"UNDERGROUND CONDUIT
(E
)
4
"
S
E
W
E
R
L
I
N
E
2%
9'
-
8
"
5'
-
1
"
3'-6"
P.O.C.
P.O.C.
CO
(N) ESS
5% SLOPE
5%
S
L
O
P
E
5%
S
L
O
P
E
5% SLOPE
5%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2%
S
L
O
P
E
2% SLOPE
2% SLOPE
LOT SHALL BE GRADED TO DRAIN SURGACE WATER
AWAY FROM THE FOUNDATION WALLS. THE GRADE
SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10FT.
(5% SLOPE). WHERE LOT LINES, WALLS, SLOPES OR
OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL
WITHIN 10FT. DRAINS OR SWALES SHALL BE
CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM
THE STRUCTURE. (CRC R401.3)
LEGEND
EXISTING AREA
NEW PROPOSED AREA
SCALE:
DRAWN BY:
DATE:
PLAN CHECK
DRAWING TITLE:
DATEREVISIONS:
HN
07-25-2024
AS NOTED
00-00-0000
SHEET NO. OF SHEETS
DATE
00-00-2024--------
00-00-0000
00-00-0000
00-00-0000
00-00-0000
CONSULTANT:
21
0
W
.
H
A
R
V
E
Y
A
V
E
.
,
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
RESIDENTIAL PROJECT FOR:
210 W. HARVEY AVE.,
SANTA ANA, CA 92707
DE
T
A
C
H
E
D
A
D
U
P
R
O
J
E
C
T
Exp. date:
STATE OF CALIFORNIACIVIL
REGISTERED PROFESSIONAL ENGINEER
HUE C . LUI
C-66754
9/26
(E)+(N)
SITE PLAN,
GENERAL DATA
01 10
TS
DETACHED ADU PROJECT
210 W. HARVEY AVE., SANTA ANA, CA 92707
Unit 2
Exhibit A
210 W Harvey Ave
Unit #24/22/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
GRADING PERMIT
REQUIREMENTS FOR
DETACHED ADU PROJECTS
PCC-15
REV: 09/03/2020 Page 1 of 1
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional
engineer shall be submitted for approval prior to issuance of the building permit, and shall be
required to be submitted before or concurrently with the architectural plans submittal to the
Building Safety Division.
Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that
meet all of the following may be exempted from grading permit requirements:
1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities
shall be calculated by a California registered professional civil engineer
2. A site drainage plan prepared by a California registered professional civil engineer shall
be provided with the following minimum information, but not limited to:
a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer
b. Location of all existing and proposed structures, property lines, right-of-way lines,
and easements, including dimensions and setbacks
c. Drainage slopes and flow patterns
d. Drainage system such as swales, french drains, water collection and disposal
system, etc.
e. Drainage plan shall indicate how the site grading or drainage system will manage
all surface water flows to be diverted away from buildings and adjoining property
lines, in accordance with all applicable codes
f. The grade shall fall not fewer than 6 inches within the first 10 feet from the
foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6
inches of fall within 10 feet, drains, or swales shall be constructed to ensure
drainage away from the structure. Impervious surfaces within 10 feet of the building
foundation shall be sloped not less than 2 percent away from the building.
3. A final certification letter from the professional engineer of record stating that the grades
were constructed per the approved site drainage plan, shall be submitted to the building
inspector prior to final inspection
4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the
California registered professional civil engineer and shall be made a part of the building
plans.
5. The site drainage plan and the completed checklist shall be required at the time of
architectural plans submittal as part of the building plans package.
The building official reserves the right to require a grading plan based on site conditions. This
grading permit exemption does not apply to projects in the FEMA Flood Zone.
210 W Harvey Ave
Unit #24/22/2025
210 W Harvey Ave
Unit #24/22/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
210 W Harvey Ave
Unit #24/22/2025