HomeMy WebLinkAboutHOLD - 1430 & 1432 N Baker St - REV 1 - Plan62.02'PROPERTY LINE
62.02'PROPERTY LINE
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15
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SCALE 1/8"=1'-0"
SITE PLAN
1432 N. BAKER ST. UNIT #2
SINGLE FAMILY DWLG.
2,594.00 S.F.
EXISTG. 2-STORY
NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE
FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR
CLEARANCES ON-SITE THAT MAY AFFECT THE PROJECT.
EXIST. PORCH
REAR YARD
EXIST. LANDSCAPE
FRONT YARD
EXIST. LANDSCAPE
TO BE ADU
297.00 S.F.
EXISTG. GARAGE
EXIST. BRICK. WALKWAY
EXIST. PATIO
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EXISTG. SWIMMING POOL
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11
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18
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13
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3
"
1'-3"16'-4"5'-0"39'-5"
NORTH
(EXISTG.) DRIVEWAY
APPROACH(E) CURB & GUTTER
EXISTG. SIDEWALK
EXISTG. PARKWAY
PROVIDE SAND BAGS
PROVIDE 6'-0" HIGH
TEMPORARY CHAIN LINK FENCE
*********
(EXISTG.) WALKWAY
APPROACH
A
A-2
1%MI
N
1%MI
N
1%MI
N
1%MI
N
1%MI
N1%MI
N
1%MI
N
1%MI
N
1%MI
N
1%MI
N
1%MI
N
5%
5%
5%5%
5%5%
(E) TREE
(E) BUSHES
36
'
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6
"
49
'
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5
"
68
'
-
8
"
NOTE: NO EASEMENT ON PROPERTY
(E
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6
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6
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(E) 6 FT HIGH VINYL FENCE
PROVIDE 6'-0" HIGH
VINYL GATE
11
'
-
0
"
23'-0"
TANKLESS
WATER HEATER
(E) GAS METER
(N) GAS METER
(N
)
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(N) GAS LINE
(E) SEWER LATERAL
(N
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(E
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VERIFY
(E) 4" SEWER
LATERAL
(N) 4" SEWER
LATERAL
(N) 100 AMP
SUBPANEL
(E) ELECTRICAL
PANEL
(N) 100 AMP
ELECTRICAL
SUB-PANEL
(E) WATER METER
(N
)
W
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(E
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(N)
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(E)UNPERMITTED
CARPORT
STRUCTURE TO
BE REMOVED
A
A
10'-3"
REF.
SCALE 1/4"=1'-0"
ADU FLOOR PLAN
LEGEND:
PROPOSED
EXISTING
REMOVE
4'-0"
CLOSET
BATH
10'-1"
14
'
-
1
1
"
15'-6"
9'
-
5
"
HIGH EFFICIENCY FIXTURES
ELECTRICAL LEGEND
G.F.I.
SWITCHES
FLUORESCENT
FIXTURE 40 LUM
A.F.C.I.
ARC FAULT CURRENTINTERRUPTER RECEPTACLE
H.E.
SENSOR OFF
ON AND PHOTO-CONTROLLED
LIGHTING W/ MOTION SENSORP
SWITCHES W/ DIMMERD
G.F.I. W/P WP/GFI OUTLET TYP.
EXHAUST FAN- CAPABLE OF 5 AIR
CHANGES/HOUR IN BATHROOM AND/OR
TOILET ROOM. HUMIDISTAT
CONTROLLED
SD
HARD-WIRED CARBON MONOXIDE
ALARM WITH BATTERY BACKUP CO
LIGHT FIXTURES
ELECTRICAL RECEPTACLE TAMPER
PROOF1
WARDROBE SHELF & POLE2
3
4
5
6
FLOOR PLAN KEYNOTES
WATER CLOSET SHALL BE ULTRA LOW FLUSH TYPE WITH 1.28 GAL. MAX. PER FLUSH.
HOSE BIBB W/ BACKFLOW PREVENTER
7
ENERGY STAR EXHAUST FAN W/ 5-AIR CHANGES PER HOUR EXHAUSTING DIRECTLY
TO THE OUTSIDE/ 50 CFM EXHAUST PER CGBSC 4.506.1. WITH HUMIDITY CONTROL
LANDING
8
9
10" X 19" STOVE TOP
16" X 14" S. STL SINK W/ GARB. DISPOSAL ON A SEPARATE CIRCUIT.
10
F.A.U. IN ATTIC 13.5EER CAPACITY HEATER & COOLER SEE NOTES
30"X30" ATTIC ACCESS W/ 30" MIN. HEADRM. W/ WEATHER STRIPS TO
PREVENT BACK DRAFT.
11
12
GRAB BARS 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.ELECTRICAL RECEPTACLE OUTLET, SWITCH & CONTROL HEIGHTS. [R327.1.2] ELECTRICAL
RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING,
VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED
NO MORE THAN 48” MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15”
MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR.
D.INTERIOR DOORS. [R327.1.3] EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE
BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF
NOT LESS THAN 32”, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM
THE CLOSED POSITION; OR, IN THE CASE OF A 2- OR 3-STORY SINGLE FAMILY DWELLING, ON THE
2ND OR 3RD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE
ENTRY LEVEL.
E.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.
SMOKE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL
ACTIVATE ALL ALARMS.
A MINIMUM OF 20 FT. FROM PERMANENT COOKING EQUIPMENT (OR 10' WITH PHOTO-ELECTRIC TYPE).
SMOKE ALARM AND DETECTORS WILL BE INSTALLED AND MAINTAINED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
HARDWIRED SMOKE DETECTOR W/
BATTERY BACK-UP (PHOTO ELECTRIC)
WATER HEATING. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL
DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS [150.0(N)]:
A.A DEDICATED 125V, 20A (10 AWG COPPER BRANCH CIRCUIT) ELECTRICAL RECEPTACLE
THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER
HEATER WITH NO OBSTRUCTIONS. THERE SHALL BE A RESERVED SINGLE POLE BREAKER
SPACE IN THE ELECTRICAL PANEL LABELED "FUTURE 240V USE". BOTH ENDS OF THE
UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD “SPARE” AND BE
ELECTRICALLY ISOLATED.
B.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.
C.DESIGNATE A SPACE AT LEAST 2.5 FT. BY 2.5 FT. WIDE AND 7 FT. TALL SUITABLE FOR THE
FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH).
D.IF DESIGNATED SPACE IS MORE THAN 3 FEET FROM WATER HEATER, COMPLY WITH
150.0(N)B.
A.ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING:
1.A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FT. FROM THE
COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE
BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK
COVER SHALL BE IDENTIFIED AS “240V READY”.
2.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE
INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC
COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED
AS “FOR FUTURE 240V USE.”
B.ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE
PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING:
1.A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FT. FROM THE
CLOTHES DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION
WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT
30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.”
2.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE
INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC
CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY
MARKED AS “FOR FUTURE 240V USE.”
VACANCY SENSORVS
SHOW COMPLIANCE WITH THE FOLLOWING LIGHTING MEASURES: [150.0(K) / 160.5(A)]
1.A.LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, WALK-IN CLOSETS AND UTILITY
ROOMS. ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL BE CONTROLLED BY
AN OCCUPANCY OR VACANCY SENSOR
NOTE: HIGH EFFICACY LUMINARIES MUST BE PIN BASED
IN ADDITION TO THE LOCAL EXHAUST FANS IN THE BATHROOMS
AND KITCHENS, AN EXHAUST FAN SHALL BE SIZED TO PROVIDE
VENTILATION FOR THE WHOLE HOUSE. THE MINIMUM VENTILATION
RATE FOR THE IAQ FAN SHALL BE CALCULATED ACCORDING TO
ASHRAE STANDARD 62.2 AND 150.0(O)C / 160.2. ONE OF THE LOCAL
EXHAUST FANS IN THE BATHROOMS OR KITCHENS MAY BE USED
TO MEET THE WHOLE-BUILDING VENTILATION, PROVIDED THE
EXHAUST FAN MEETS THE MINIMUM VENTILATION RATED FOR
BOTH THE LOCAL EXHAUST AND IAQ REQUIREMENTS. THE
DUCTING FOR THE WHOLE BUILDING EXHAUST FAN SHALL BE
SIZED ACCORDING TO TABLE 150.0-H / 160.2-H, AND THIS EXHAUST
FAN SHALL OPERATE CONTINUOUSLY.
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 HOME. LEAVE SWITCH IN THE 'ON' POSITION AT ALL
TIMES UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR.”
[150.0(O)J]
WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO THE
STRUCTURE [CPC 507.2].
A KITCHEN IS DEFINED AS ANY ROOM CONTAINING COOKING APPLIANCES. EACH KITCHEN IS
REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE
AND CAPTURE EFFICIENCY PER TABLE 150.0-G OR TABLE 160.2-G (MULTI-FAMILY). THE RANGE HOOD
OVER THE STOVE MAY BE USED TO MEET THIS REQUIREMENT BUT THE RANGE HOOD MUST VENT TO
THE OUTSIDE; RECIRCULATING RANGE HOODS CANNOT BE USED. THE DUCTING FOR THE EXHAUST
FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN
MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE
KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED.
100 CFM IS NOT ADEQUATE; 280 CFM FAN REQUIRED PER TABLE 150.0-G.
GROUND FAULT FOR 120 VOLT, 15/20AMP RECEPTACLE
STUDY
KITCHEN
5'-8"
3'-0"
4'
-
0
"
7
7
7'
-
9
"
10
'
-
1
"
16'-4"
18
'
-
2
"
16'-4"
18
'
-
2
"
1 5'-0" X 3'-6"
2
SYM. SIZE TYPE
WINDOW SCHEDULE
VINYL SLID.
3
4'-0" X 4'-0"
3'-0" X 1'-0"
VINYL SLID.
VINYL SLID.
TEMPERED GLASS
U-FACTOR SHGC
0.30 0.23
0.30 0.23
0.30 0.23
DOOR SCHEDULE
SYM. SIZE
A HOLLOW CORE
B
TYPE
C
DOOR SCHEDULE
SYM. SIZE
A HOLLOW CORE
B
TYPE
C
2'-10"X6'-8"X1 3/8"
D
SOLID CORE3'-0" X 6'-8" X 1 3/4"
E
6'-0" X 6'-8"SLID. WOOD
DBL. DRS.
2
1
2'
-
8
"
15
'
-
7
"
3'
-
0
"
30
"
M
I
N
.
24" MIN.
5'-0"
A.F.C.I.A.F.C.I.
A.F.C.I.
A.F.C.I.
A.F.C.I.
A.F.C.I.
A.F.C.I.
G.F.I.G.F.I.G.F.I.G.F.I.
G.F.I.
VS
D
P
P
SOLID CORE2'-8"X6'-8"X1 3/8"
B
D1" MAX.
DIFF.
A
C
SD CO
SHOWER WITH CEMENT PLASTER, TILE, OR APPROVED COVERING EQUAL WITH 72"
(MINIMUM) HIGH ABOVE DRAIN NON-ABSORBENT WALLS. MATERIALS OTHER THAN
STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT
1
2
3
4
F.A.U.
IN ATTIC
10
5 8
9
G.F.I.
W/P
G.F.I.
W/P
3 TEMP
GLASS
1-HR FIRE RATED WALL
EXHAUST FAN W/ 20 CFM
Single-Speed Whole House Ventilation
Fan from the Eco-Exhaust Series PER
ASHRAE 62.2
MANUFACTURER: AIRKING EVD
WHOLE HOUSE VENTILATION
a. Qr= 0.01 X 297.00 +7.5 (1+1)
a. Qr= 0.01 X 770.00 +15.00 = 17.97 cfm
b. 1 Sone max
c. 4" duct 15'-0" max length
1" MAX.
DIFF.
2" X 6" BACKING
FOR FUTURE GRAB
BAR INSTALLATION
SEE DETAIL 1/A-2
30"
M
I
N
A-2
X
TANKLESS
WATER HEATER
1'-8" X 6'-8" X 1 3/4"SOLID CORE W/ LOUVER
VENTS
TEMPERED GLASS
TEMP
GLASS
6
SHOWER DOOR TO
BE TEMPERED
GLASS
2'-10"
DOOR ALARM FOR
POOL
15
"
MI
N
15
"
MI
N
(N) 100 AMP
ELECTRICAL
SUB-PANEL
LAUNDRY
A
A
A
A-1
SITE PLAN, FLOOR PLAN
ISSUES AND REVISIONS
Computer File
Project Name
Description
Project Number
SHEET:
Scale
NO.
1.
DATE
2.
3.
CHECKBY
CONSULTANT
CONTACT:
PROPOSED GARAGE
CONVERSION INTO
ADU
SEAL:
VERIFY MEASUREMENTS WITH CORRESPONDING
COSTRUCTED OR EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH THE WORK, AND NOTIFY THE
ARCHITECT IMMEDIATELY OF SIGNIFICANT
DISCREPANCIES.
FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL
DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH
FLOOR ELEVATION. THE CONTRACTOR MUST
COORDINATE DATUM-BASED ARCHITECTURAL
ELEVATIONS SHOWN WITH SITE-SPECIFIC ELEVATIONS
SHOWN ON CIVIL DRAWINGS.
WALL DIMENSIONS SHOWN ARE TO FACE OF WALL
FINISH UNLESS SPECIFICALLY NOTED OTHERWISE.
1432 N. BAKER ST.
SANTA ANA, CA 92706
C&C
Drafting Design
Edgar Cortes
& Commercial
Residential
Design
1100 E. Orangethorpe Ave.
Ca. 92801
# 200w, Anaheim
(562) 916 7505 (714) 813 6555
e_mail: ccdraftingdesign@yahoo.com
OWNER:
MRS. MINEL HERAS
Mobile: (562) 547 4249
MRS. MOUREEN B. HERAS
Mobile: (562) 547-4249
EMAIL:
INPROPERBUENAPARK@GMAIL.COM
A 2/05/2026 ROOF FRAMING PLAN,
RELOCATE WATER HEATER,
ELECTRICAL PANEL.
CONCRETE SLAB DETAIL AND
ROOF SHEATHING
A-1
INDEX OF DRAWINGS
SITE PLAN, PROPOSED FLOOR PLAN
9,588.00 SQ.FT.
3,144.00 SQ.FT.
LOT AREA
TOTAL EXISTING AND PROPOSED
2,594.00 SQ.FT.EXISTING LIVING AREA
297.00 SQ.FT.
PROJECT DATA:
LOT COVERAGE = 3,144.00 SQ.FT. / 9,588.00 SQ.FT.X 100 =32.79%
TOTAL EXISTING HOUSE, GARAGE & ADDITION
SCOPE OF WORK:
PROPOSED GARAGE CONVERSION INTO ADU: EXISTING GARAGE
297.00 SQ.FT. INTO ADU INCLUDE; STUDY, CLOSET, BATH, KITCHEN
AND LIVING/DINING AREA.
LEGEND
PROPOSED ADU
APPLICABLE CODES
BUILDING ANALYSIS
OCCUPANCY CLASSIFICATION: R3
TYPE OF CONSTRUCTION: V-B
EXISTING 2-CAR GARAGE TO BE ADU
LEGAL DESCRIPTION
THE GOVERNING CODES FOR THIS PROJECT ARE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRIC CODE BASED ON NEC
2022 BUILDING ENERGY EFFICIENCY STANDARDS
SANTA ANA MUNICIPAL CODE
CA RESIDENTIAL CODE
ADU SPRINKLERS: NO
NUMBER OF STORIES: 1
NOTES
ZONING: R-1 SINGLE FAMILY RESIDENCE ZONE
APN. 405-251-13
MECHANICAL, ELECTRICAL, AND PLUMBING ARE NOT PART OF THIS PLAN
REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD
INSPECTION
VICINITY MAP
PROJECT LOCATION
A-2 ELEVATIONS, CROSS SECTION
GRN
GRN2
S-1 FOUNDATION AND ROOF FRAMING PLAN
EN-1 ENERGY FORMS
GREEN MANDATORY MEASURES
GREEN MANDATORY MEASURES
EXISTING MAIN HOUSE SPRINKLERS: NO
253.00 SQ.FT.EXISTING PATIO
UTILITIES WILL BE UNDERGROUND
FLOOD ZONE: X
ADU SF / SFD SF = 297.00 SF / 2,594.00 SF = 0.11449 = 11.45%
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/SFD SF
KAMAL MCHANTAF
949-307-6346
ENGINEER INFORMATION
(E) 1" STUCCO TYP.
(E) 1" STUCCO TYP.
(E) 1" STUCCO TYP.
(E) 1" STUCCO TYP.
(EXISTG.) ROOF
(EXISTG.) ROOF
NEW 1" STUCCO
(E) 1" STUCCO TYP.
12
'
-
8
"
SCALE 1/4"=1'-0"
ADU EAST ELEVATION
SCALE 1/4"=1'-0"
ADU WEST ELEVATION
SCALE 1/4"=1'-0"
ADU SOUTH ELEVATION
SCALE 1/4"=1'-0"
ADU NORTH ELEVATION
SILL HEIGHT NOTE:
SILL HEIGHT NO TO EXCEED 44"
FOR BEDROOM ESCAPE WINDOWS
ATTIC AREA = 297.00 S.F.
ATTIC VENTILATION:
(3) 24"X12" DORMER VENTS =
297 / 150 = 1.98 S.F. REQUIRED
2.04 S.F.
TOTAL = 2.04 S.F.
PROVIDED
ENCLOSED ATTICS AND RAFTER SPACES SHALL HAVE CROSS VENTILATION. FOR EACH SEPARATE SPACE, THE
TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED,
THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1/300, PROVIDED AT LEAST 40% AND NOT MORE THAN 50%
OF THE REQUIRED VENTILATING AREA IS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT
LEAST 3' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
EAVE OR CORNICE VENTS. VENT OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH
WITH 1/16" MINIMUM TO 1/4" MAXIMUM OPENINGS. A MINIMUM OF A 1-INCH AIRSPACE MUST BE MAINTAINED
BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATIONS OF THE VENTS. [CRC R806]
NOTE:
26 GA. GALV. STL.
26 GA. GALV. STL.
26 GA. GALV. STL.
26 GA. GALV. STL.
AN APPROVED PLUMBING FIXTURE.
5. CONDENSATE DRAIN, IF ANY, SHALL BE CONVERTED TO
3. SEISMIC SWAY BRACES OR ANCHOR UNIT TO PLATFORM
1. DOUBLE JOISTS SUPPORTING THE F.A.U.
2. LEVEL PLATFORM
4. LIGHT , SWITCH , OUTLET.
REQUIREMENTS PER ATTIC - INSTALLED FAU:
6. PROVIDE PASSWAY 24" INCHES WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE
TO EQUIPMENT AND ITS CONTROLS. LENGHT OF THE PASSWAY SHALL NOT EXCEED 20 FT.
FOR ALL PLANS
NO SCALE
TYPICAL F.A.U. DETAIL
ROUTINE INSPECTIONS AND MAINTENANCE BY THE OWNER/OCCUPANT AND FOR
SERVICE AND REPAIR AS NEEDED. CHANGING FILTERS, LUBRICATING MOTOR AND FAN
CENTRAL WARM-AIR FURNACES INSTALLED IN ATTIC MUST BE ACCESSIBLE FOR
SERVICE INTERRUPTION ARE NORMAL OWNER FUNCTIONS. ADEQUATE LIGHT, AND
CONTROL SIDE ALL ENCOURAGE AND FACILITATE MAINTENANCE AND ALSO ENABLE
BEARING, CHECKING BELT TENSION, AND RELIGHTING THE PILOTFOLLOWING A
ELECTRICAL OUTLET, SAFE ACCES WAY AND SUFFICIENT WORKING SPACE PON THE
RELATED CODE SECCION: 509, 708
RAPID EGRESS IN AN EMERGENCY.
WORKING
SPACE AT
CONTROL
30"
2'
-
0
"
A
B
O
V
E
A
N
Y
RO
O
F
S
U
R
F
A
C
E
10
'
A
W
A
Y
PROVIDE POSITIVE
ELECTRICAL DISCONECT
(SEE SEC. 509)
LIGHT OVER
CONTROLS
24" WIDE
SOLID
FLOORING
ACCES WAY.
LOCATE MIN.
2 DORMER VENTS
NEXT TO F.A.U.
IN ATTIC FOR
COMBUSTI0N AIR
PROVIDE MINIMUM
CLEARANCE TO
COMBUSTIBLE
MATERIALS PER
MANUFACTURERS
SPECS.
5'
-
0
"
MI
N
(SEE SEC. 906(b))
WARM-AIR
FURNACE
20" MAXVENT THRU ROOF
A MINIMUM OF
5'-0" ABOVE THE
HIGHEST VENT COLLAR
WHICH IT SERVES
30"X30"
ACCES
OPENINGDOUBLE JOIST AROUND A/C UNIT
DORMER VENT
LIGHT SWITCH
32
"
M
I
N
A
B
O
V
E
F
I
N
I
S
H
F
L
O
O
R
38
"
M
A
X
A
B
O
V
E
F
I
N
I
S
H
F
L
O
O
R
2" X 6" BACKING FOR FUTURE GRAB BAR INSTALLATION
GRAB BAR
GRAB BAR BACKING DETAIL -1-
NOT TO SCALE1-HR FIRE RATED EAVE A
PER CBC TABLE 721.1(2) ITEM 16-1.1 (Q)
(P.I.32/16)
8d @ 6",12" O/C OVER
2"X ROOF RAFT. @ O/C
DBL. 2"X4" PLATES
2"X CLG. JSTS. @ 16" O/C
2"X4" STUDS @ 16" O/C
FOR EXT. FINISH
7/8" MIN. STUCCO
OR SEE ELEVATION
B.N.
6-16d PER LAP
A35 @ 24" O/C
5/8" TYPE "X" GYP. BRD.
FROM P.T. SILL TO BOTT.
OF ROOF SHTG. FOR 1-HR.
FIRE CONSTRUCTION
E.N.
WEEP SCREED TYP.
26 GA. GALV. STL.
AT STUCCO
WITH 3 -1/2" FLANGE
5-16d/LAP
A35@ 24" O/C
CROSS SECTION X
SCALE 3/8"=1'-0"
(E) FOOTING (E) FOOTING
2" X " RIDGE BRD
12
5
8d @ 6",12" O/C OVER
5-16d/LAP
A35@ 24" O/C
(E) 2" X 4" STUDS @ 16" O.C.
DBL. 2" X 4" PLATES
(N) R-13 INSULATION
4" CONC. SLAB
(N) R-13 INSULATION
DINING/LIVING ROOM
DBL. 2" X 4" PLATES
2" X 4" STUDS @ 16" O.C.
2" X " CLG.
JSTS. @ 16" O/C
R-30 INSULATION
2" X " FASCIA W/
2-16d PER RAFT.
TAIL TYP.
(N) 2" X 6" R.R. @ 16" O.C.
DORMER VENT
24"X12" G.S.
DORMER VENT
24"X12" G.S.
(E) 2-CAR GARAGE
16'-4"
18
'
-
2
"
SCALE 1/4"=1'-0"
(E) GARAGE FLOOR PLAN
17
'
-
4
"
15'-6"
ADU ROOF PLAN
SCALE 1/8"=1'-0"
SLOPE
(E) 5:12
SLOPE
(E) 5:12
DORMER VENT
(3) 24"X12" G.S.
12"
TO MATCH (E) HOUSE
SL
O
P
E
(E
)
5
:
1
2
SL
O
P
E
(E
)
5
:
1
2
SL
O
P
E
(E
)
5
:
1
2
SL
O
P
E
(E
)
5
:
1
2
SL
O
P
E
(E
)
5
:
1
2
SLOPE
(E) 5:12
SLOPE
(E) 5:12
SLOPE
(N) 5:12
SLOPE
(N) 5:12
(E) ROOF PLAN
SCALE 1/8"=1'-0"
LA
N
D
I
N
G
MA
X
H
E
I
G
H
T
7-
3
/
4
"
LA
N
D
I
N
G
MA
X
H
E
I
G
H
T
7-
3
/
4
"
1/2" OSB EXT. GRADE PLYWD.
1/2" OSB EXT. GRADE PLYWD.
A
A-2
ELEVATIONS, CROSS
SECTION
ISSUES AND REVISIONS
Computer File
Project Name
Description
Project Number
SHEET:
Scale
NO.
1.
DATE
2.
3.
CHECKBY
CONSULTANT
CONTACT:
PROPOSED GARAGE
CONVERSION INTO
ADU
SEAL:
VERIFY MEASUREMENTS WITH CORRESPONDING
COSTRUCTED OR EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH THE WORK, AND NOTIFY THE
ARCHITECT IMMEDIATELY OF SIGNIFICANT
DISCREPANCIES.
FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL
DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH
FLOOR ELEVATION. THE CONTRACTOR MUST
COORDINATE DATUM-BASED ARCHITECTURAL
ELEVATIONS SHOWN WITH SITE-SPECIFIC ELEVATIONS
SHOWN ON CIVIL DRAWINGS.
WALL DIMENSIONS SHOWN ARE TO FACE OF WALL
FINISH UNLESS SPECIFICALLY NOTED OTHERWISE.
1432 N. BAKER ST.
SANTA ANA, CA 92706
C&C
Drafting Design
Edgar Cortes
& Commercial
Residential
Design
1100 E. Orangethorpe Ave.
Ca. 92801
# 200w, Anaheim
(562) 916 7505 (714) 813 6555
e_mail: ccdraftingdesign@yahoo.com
OWNER:
MRS. MINEL HERAS
Mobile: (562) 547 4249
MRS. MOUREEN B. HERAS
Mobile: (562) 547-4249
EMAIL:
INPROPERBUENAPARK@GMAIL.COM
A 2/05/2026 ROOF FRAMING PLAN,
RELOCATE WATER HEATER,
ELECTRICAL PANEL.
CONCRETE SLAB DETAIL AND
ROOF SHEATHING
ROOF FRAMING PLAN
SCALE 1/8"=1'-0"
2
"
X
8
"
R
I
D
G
E
B
O
A
R
D
(B-3) 4X8 HDR
(B-1) 4X6 HDR
(B
-
5
)
4
X
6
H
D
R
(B
-
4
)
4
X
6
H
D
R
1
DL
2
DL
ADL
BDL
(B-2) 4X8 HDR
3 - 2" X 8" CLG JOISTS
3 - 2" X 8" CLG JOISTS
(N) 2" X 6" C.J. @ 16" O.C.
4
L=8'-0"
HDU2
4X4 POST
HDU2
4X4 POST
L=8'-0"4
HDU2
4X4 POST
HDU2
4X4 POST
4
L=6'-0"HDU2
4X4 POST
HDU4
4X4 POST
HDU4
4X4 POST
L=5'-0"3
L=8'-0"4
HDU2
4X4 POST
HDU2
4X4 POST
4
L=6'-0"HDU2
4X4 POST
HDU4
4X4 POST
HDU4
4X4 POST
L=5'-0"3
1
DL
2
DL
ADL
BDL
CF1
2" X 4"
KICKER
2" X 4"
KICKER
4'
-
0
"
3'-0"
3'
-
0
"
4'-0"
FOUNDATION PLAN
SCALE 1/8"=1'-0"
2
STRAP W/ 10-16d
@ 4'-0" O/C
SIMPSON ST-2115
SIDE EA. JOIST
2-16d T.N. EA.
(E) RIDGE BOARD
RIDGE & RAFT. DETAIL 1
A35 @ 24" O/C
8-16d PER LAP
FOR EXT. FINISH
OR SEE ELEVATION
W/ 2-16d PER
2"X FASCIA
ROOF RAFT.
7/8" MIN. STUCCO
DBL. 2"X4" PLATES
2"X4" STUDS @ 16" O/C
B.N.
SHEARWALL
WHERE OCCURS
OR PER SHEARWALL
SHEDULE FOR
SHEAR WALL
2
SEISMIC:
- SITE CLASS: D IMPORTANCE FACTOR, I : 1.0
- OCCUPANY CATEGORY: II SEISMIC DESIGN CATEGORY:D
- Ss = 1.50 S1 = 0.54 LATITUDE: 33.7551871
- Sds = 1.18 Sd1 = 0.82 LONGITUDE:-117.883071
- SEISMIC FORCE RESISTING SYSTEM(S): PLYWD SHEAR WALLS
- Cs = Sds / (R/I) = 0.1538 R = 6.5
- V = Cs * W (ASD) = 0.1538* W
WIND:
- BASIC WIND SPEED = 110 MPH IMPORTANCE FACTOR = 1.0
- OCCUPANCY CATEGORY: II WIND EXPOSURE CAT. = C
- HEIGHT & EXPOSURE ADJ. COEFF: 1.00
- TOPOGRAPHIC ADJ. FACTOR: 1.0
- DESIGN WIND PRESSURE = 15.37 PSF
= 1.3
12.0 PSF
20.0 PSF
N/A
16.0 PSF
40.0 PSF
FOUNDATION DESIGN
- SOIL - TYPE 5 (SITE CLASS D USED FOR LATERAL DESIGN)
- ALLOWABLE SOIL BEARING PRESSURE - 1,500 PSF.
- RETAINING WALLS:
RESTRAINED LOAD (EFP) = NA PCF
CANTILEVERED LOAD (EFP) = NA PCF (LEVEL)
PASSIVE SOIL PRESSURE = NA PCF / 2000 PCF MAX.
COEFFICIENT OF FRICTION = NA
- SOILS REPORT BY: N/A
LATERAL DESIGN
- ROOF DEAD LOAD =
- ROOF LIVE LOAD =
- ROOF SNOW LOAD =
- WALL DEAD LOAD =
- FLOOR LIVE LOAD =
VERTICAL DESIGN
DESIGN LOAD TABLE
= 1.3
ALL INTERIOR FOOTINGS 18" BELOW.
FOR EXPANSIVE SOIL CONDITIONS
ALL EXTERIOR FOOTINGS SHALL BE
24" BELOW NATURAL GRADE AND
NOTE:
“Fasteners for preservative-treated or fire-retardant-treated
wood shall be of hot dipped zinc - coated galvanized steel in
accordance with ASTM A 153.” (R317.3)
NOTE:
“Specify that foundation sills shall be naturally durable or
preservative-treated wood. Field-cut ends, notches and
drilled holes of preservative-treated wood shall be
field-treated per AWPA M4.(R317.1.1,2304.11.2.4)
NAIL W/ 8d @ 6",12" O/C
PENDICULAR TO FRAMING AND
LAY PLYWD. FACE GRAIN PER-
W/ EXT. GRADE GLUE (P.I.32/16)
1/2" OSB EXT. GRADE PLYWD.
ROOF SHEATING:
RADIANT BARRIER REQUIRED
=
W/2-#4 TOP & BOTT. TYP.
NEW 12" X24"DEEP CONT. FTG.
CF1
1 = 5/8" DIA. X 10" A. BOLTS @ 6'-0"
O/C 12" FROM CORNERS & ENDS (7"
MIN. EMBED.) W/ 3"X3"X0.229" STL.
PLATE WASHERS
1
2"X4" STUDS @ 16" O/C
DBL. 2"X4" PLATES
W/ 2-16d PER
2"X FASCIA
ROOF RAFT.
E.N.
E.N.
RADIANT
BARRIER
STUCCO
(WHERE OCCURS)
OVER SHEARWALL
E.N.
2"X4" CRIPPLES @
16" O/C
A35 PER SW. SCH.
FASTENERS PER
SHEARWALL
SCHEDULE
(N) 2" X 6" CJ @ 16" O.C.
3
4
SIMPSON PC
POST CAP
INVERTED
2 X KICKER
PC POST CAP
3 X C.J. PER PLAN
RIDGE PER PLAN
6
5
7
8
1
----
2
----
2
----
3
----
3
----
4
----
4
----
5
----
6
----
6
----
6
----
6
----
HALF OF ABOVE VALUES.
(8) WHEN SHEAR PANEL APPLIED TO BOTH SIDES OF WALL FRAMING, SPACING SHALL BE
STAGGERED PLYWOOD E.N. (FOR EXISTING WALL, USE 2x SILL PLATE W/ 2x SOLID BLKG.
(7) FOR NEW WALLS, 3x SILL PLATE AND STUD BETWEEN ADJACENT PLANELS REQUIRED.
(9) ALL NAILS SHALL BE COMMON NAILS OR GALVANIZED BOX.
1"3
8"x31
2"x31
2"
5
16"x3"x3"7
8"
3
4"5
16"x33
4"x23
4"
1
4"x3"x3"
USE PLATE WASHERS SIZE:FOR ANCHOR BOLT SIZE:
5
8"
NOTES:
(1) FRAMING AT EDGE NAILING SHALL BE 3x OR WIDER AND NAILS SHALL BE STAGGERED.
(3) WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS
LESS THAN 6" ON CENTER, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
MEMBERS OR FRAMING SHALL BE 3x AND NAILS ON EACH SIDE STAGGERED.
(4) PROVIDE MINIMUM 7" EMBEDMENT OF ANCHOR BOLTS INTO CONCRETE.
(5) PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION ACROSS THE STUDS OR
STUDS SHALL BE SPACED AT 16" O.C.
(6) 5/8" DIA. SIMPSON TITEN HD MODEL# THD62600H CAN BE USED IN LIEU OF J BOLT.
(2) ALL PLYWOOD EDGES TO BE BLOCKED. USE 3x BLOCKING AND EDGE NAIL
PLYWOOD TO BLOCK.
(10) WOOD STRUCTURAL PANELS: DOC PS1 OR DOC PS2
AND DOUBLE STUDS ±1/2" EDGE DISTANCE FOR PLYWOOD B.N.
ALL PANEL JOINT & SILL PLATE NAILING SHALL BE STAGGERED
(11) 1 8" GAP AT ALL PLYWOOD PANEL EDGES REQUIRED.
SILL CONNECTION(E.N. W/ COMMON NAILS ONLY)WALL LABEL DESCRIPTION OF SHEAR PANEL
S H E A R W A L L S C H E D U L E
DBL SIDED
12" OSB STRUCT. 1 BLOCKED
W/ 8d NAILS
@ 6" O.C.
1100 PLF
680 PLF
560 PLF
390 PLF
SHEAR VALUE
260 PLF
12" OSB STRUCT. 1 BLOCKED
W/ 8d NAILS
@ 4" O.C.
15
32" OSB STRUCT. 1 BLOCKED
W/ 8d NAILS
@ 3" O.C.
15
32" OSB STRUCT. 1 BLOCKED
W/ 8d NAILS
@ 2" O.C.
15
32" OSB STRUCT. 1 BLOCKED
W/ 8d NAILS
@ 3" O.C.
TOP PLATE
CONNECTION
5 8" A.B. @ 40" O.C.
W/ 2x 16d @ 6" O.C
5 8" A.B. @ 16" O.C.
W/ 3x 16d @ 4" O.C
SEE NOTE *(7)
5 8" A.B. @ 12" O.C. W/
3x 3 8x7 SCREW @ 4"
O.C. SEE NOTE *(7)
5 8" A.B. @ 16" O.C. W/
3x 3 8x7 SCREW @ 6"
O.C. SEE NOTE *(7)
5 8" A.B. @ 12" O.C. W/
3x 3 8x7 SCREW @ 3"
O.C. SEE NOTE *(7)
A35 @ 24" O.C.
OR
LTP4 @ 24" O.C.
A35 @ 16" O.C.
OR
LTP4 @ 16" O.C.
A35 @ 12" O.C.
OR
LTP4 @ 12" O.C.
A35 @ 12" O.C.
OR
LTP4 @ 12" O.C.
A35 @ 6" O.C.
OR
LTP4 @ 6" O.C.
3
L= # '
5
L= # '
4
L= # '
3
L= # '
2
L= # '
3X SILL PLATE
A-2
X
A-2
X
4
L=8'-0"
HDU2
4X4 POST
HDU2
4X4 POST
4X4 HDR
(N) 2" X 6" R.R. @ 16"
W/ MID SPAN
WOOD SPECIES: DOUGLAS FIR-LARCH NO 1
NO ROOF EAVE
ON THIS WALL
1/2" OSB EXT. GRADE PLYWD. W/ EXT.
GRADE GLUE (P.I.32/16) LAY PLYWD.
FACE GRAIN PER-PENDICULAR TO
FRAMING AND NAIL W/ 8d @ 6",12" O/C
1/2" OSB EXT. GRADE PLYWD. W/ EXT.
GRADE GLUE (P.I.32/16) LAY PLYWD.
FACE GRAIN PER-PENDICULAR TO
FRAMING AND NAIL W/ 8d @ 6",12" O/C
4X4 POST
W/ ECC
4X4 POST
W/ ECC
4X4 POST
W/ ECC
9
3 - 2" X 8" CLG JOISTS
9
----
(3) CEILING JOIST LAPPED
W/ 16d@12"O.C. E.A. SIDE
STAGER
12"
10
@16" O/C
2X4 CRIPPLES
3 - 2" X " CEILING JOISTS
DBL TOP
PLATE
EACH SIDE.
2x SOLID BLK.'G.
A35 EA SIDE
PLAN
HDR. PER
6x SOLID BLK.'G.
10
----
(N) 2" X 6" R.R. @ 16"
(N) 2" X 6" R.R. @ 16"(N) 2" X 6" R.R. @ 16"
A
A
A
WEEP SCREED TYP.
26 GA. GALV. STL.
OR SEE PLAN &
7/8" MIN. STUCCO
SHEARWALL SCHED.
2-#4 TOP& BOTT.24
"
3"
12"
2"X4" STUDS @ 16" o/c
A. BOLTS @ 4'-0" O/C
5/8" Ø X 10" LONG
(7" MIN. EMBEDMENT)
2"x4" P.T. SILL PLATE
W/3"X3"X0.229" WASHERS
8"
4" CONCRETE
SLAB
5 %
10-MIL VISQUENE
VAPOR BARRIER
4" THICK BASE OF 1/2"
CLEAN AGGREGATE
(N) 2" X 6" R.R. @ 16 O.C."
(N) 2" X 6" R.R. @ 16 O.C."
(N) 2" X 6" R.R. @ 16 O.C."
A
NEW FOOTING
(N) TO (E) SLAB ON GRADE
DOWELING
5
----
5
----
5
----
4" CONC. SLAB ON GRADE W/#4 @
16" O.C. BOTH WAYS AT OVER 2
LAYERS OF 10 MIL. VAPOR
BARRIER OVER 4" THICK BASE OF
1/2" CRUSHED GRAVEL BASE.
PRE-SATURATE TO A DEPTH OF 18".
HOLDOWN @ NEW FOOTING
MIN.
NEW FOOTING
3"
8"
6-SDS 1/4"X2 1/2"
10-SDS 1/4"X2 1/2"
12"
12"
8"
8"
8"12"14-SDS 1/4"X2 1/2"
NEW SLAB
4" X POST
& DOUBLE NUT
5/8" Ø AL-THREAD ROD W/
3" SQ.X 1/2" THK. PLATE WASHER
5/8"
5/8"
5/8"
HDU2
HDU4
HDU5
EDGE DIST.
PER PLAN
SHEAR WALL
PER PLAN
SIMPSON HDU
HOLDOWN ANCHOR DIA. FASTNERS EDGE DIST. EMBEDMENT
RR 25720, ESR-2330
2X P.T.
AA
CF1
CF
1
CF
1
1
1
1
1
(N) 2" X 6" CJ @ 16" O.C.
S-1
FOUNDATION PLAN,
FRAMING PLAN
ISSUES AND REVISIONS
Computer File
Project Name
Description
Project Number
SHEET:
Scale
NO.
1.
DATE
2.
3.
CHECKBY
CONSULTANT
CONTACT:
PROPOSED GARAGE
CONVERSION INTO
ADU
SEAL:
VERIFY MEASUREMENTS WITH CORRESPONDING
COSTRUCTED OR EXISTING CONDITIONS PRIOR TO
PROCEEDING WITH THE WORK, AND NOTIFY THE
ARCHITECT IMMEDIATELY OF SIGNIFICANT
DISCREPANCIES.
FINISH ELEVATIONS REFERENCED ON ARCHITECTURAL
DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FINISH
FLOOR ELEVATION. THE CONTRACTOR MUST
COORDINATE DATUM-BASED ARCHITECTURAL
ELEVATIONS SHOWN WITH SITE-SPECIFIC ELEVATIONS
SHOWN ON CIVIL DRAWINGS.
WALL DIMENSIONS SHOWN ARE TO FACE OF WALL
FINISH UNLESS SPECIFICALLY NOTED OTHERWISE.
1432 N. BAKER ST.
SANTA ANA, CA 92706
C&C
Drafting Design
Edgar Cortes
& Commercial
Residential
Design
1100 E. Orangethorpe Ave.
Ca. 92801
# 200w, Anaheim
(562) 916 7505 (714) 813 6555
e_mail: ccdraftingdesign@yahoo.com
OWNER:
MRS. MINEL HERAS
Mobile: (562) 547 4249
MRS. MOUREEN B. HERAS
Mobile: (562) 547-4249
EMAIL:
INPROPERBUENAPARK@GMAIL.COM
A 2/05/2026 ROOF FRAMING PLAN,
RELOCATE WATER HEATER,
ELECTRICAL PANEL.
CONCRETE SLAB DETAIL AND
ROOF SHEATHING
01 /28/ 2026
DIGITAL STAMP