HomeMy WebLinkAboutHISTORIC - 1012 W Third St & 1014 W Third St Unit 1 & Unit 2 - PlanSHEET NO.:
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PROJECT
DATA
2025/01/20
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1012 & 1014 W THIRD ST., SANTA ANA, CA 92703
SCOPE OF WORK:
1. CONVERT (E) 900 SF 4-CAR GARAGE INTO 2 ADUs; 1 BED AND BATH EACH
2. LEGALIZE UNPERMITTED PATIO
DATA:
THIS PROJECT SHALL COMPLY WITH THE:
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
(CGBSC)
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS
(CEES)
2022 CALIFORNIA BUILDING CODE (CBC)
CODE REQUIREMENTS:
THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET
OR MORE INDEPTH INTO WHICH A PERSON IS REQUIRED
TO DESCEND OR OBTAINPERMIT FROM STATE OF
CALIFORNIA, DIVISION OF OCCUPATIONALSAFETY AND
HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER
SAFETYPERMIT SHALL BE OBTAINED PRIOR TO
COMMENCE OF ANY WORK.
CAL/OSHA NOTE:
1.
2.
3.
a.
b.
c.
65% OF NONHAZARDOUS CONSTRUCTION AND
DEMOLITIONDEBRIS SHALL BE SALVAGED, RECYCLED,
AND/OR RESUSED.
BUILDING MATERIALS WITH VISIBLE SIGNS OF
WATERDAMAGAE SHALL NOTE BE INSTALLED.WALL AND
FLOOR FRAMING SHALL NOT BE ENCLOSED WHENTHE
FRAMING MEMEBERS EXCEED19% MOISTURE CONTENT.
INSULATION PRODUCTS WHICH AREVISIBLY WET OR HAVE
HIGH MOISTURE CONTENT SHALL BEREPLACED OR
ALLOWED TO DRY PRIOR TO ENCLOSURE INWALLOR
FLOOR CAVITIES (CGBSC 4.505.3)
PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OR SOILD
ANDARE NOT PART OF LARGER DEVELOPMENTS THAT
DISTURBMORE THAN 1-ACRE, SHALL MANAGE STORM
WATER DRAINAGEDURING CONSTRUCTION. THE
FOLLOWING MEASURES MAY BEIMPLEMENTED TO
PREVENT FLOODING OF ADJACENTPROPERTIES,
PREVENT EROSION, AND RETAIN SOIL RUNOFF ONTHE
SITE:
WHERE STORM WATER IS CONVEYED TO A PUBLIC
DRAINAGESYSTEM, COLLECTION POINT, GUTTER, OR
SIMILAR DISPOSALMETHOD, WATER SHALL BE
FILTERED BY US OF A BARRIERSYSTEM, WATTLE, OR
OTHER METHOD APPROVED BY THEENFORCING
AGENCY.
COMPLIANCE WITH A LAWFULLY ENACTED STORM
WATERMANAGEMENT ORDINANCE
RETENTION BASINS OF SUFFICIENT SIZE SHALL BE
UTILIZEDTO RETAIN STORM WATER ON THE SITE.
CALGREEN NOTES:SHEET INDEX
NO. SHEET SHEET NAME
1 A1 PROJECT DATA
2 A2 SITE PLAN
3 A3 EXISTING HOUSE
4 A4 PROPOSED ADU FLOOR & ROOF PLAN
5 A5 PROPOSED ELECTRICAL PLAN
6 A6 ADU ELEVATIONS & SECTION
7 A7 EROSION & SEDIMENT CONTROL PLAN
8 A8 EXISTING & PROPOSED CONTOUR MAP
9 A9 SINGLE FAMILY RESIDENTIAL MANDATORY
REQUIREMENTS
10 A10 FRAME BACKING FOR FUTURE GRAB BAR
INSTALLATIONS
11 AD.1 ARCHITECTURAL DETAILS
12 AD.2 ARCHITECTURAL DETAILS
13 CG.1 CAL. GREEN REQUIREMENTS
14 CG.2 CAL GREEN REQUIREMENTS
15 S-1 FOUNDATION PLAN
16 S-2 FRAMING PLAN (ADU)
17 SD1 STRUCTURAL DETAILS
18 T24-1 TITLE 24 SHEET
19 T24-2 TITLE 24 SHEET
1.
2.
3.
4.
5.
6.
7.
8.
PLANNING CLEARANCE REQUIRED FOR OVERHEAD
SERVICE LINE.
“PV IS A DEFERRED APPROVAL AND BUILDING
CANNOT BE OCCUPIED UNTIL PV IS APPROVED BY
CITY.”
NEW ADU SHALL MATCH EXISTING RESIDENCE
ARCHITECTURAL STYLE, BUILDING MATERIALS, WINDOW
STYLE, WINDOW FRAMES,ROOFING STYLE, ALL
MATERIALS AND DESIGN.
RECOMPACT 4’ OVER EXCAVATION 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.
PROVIDE 5” SLAB ON GRADE REINFORCED WITH #4 AT
18” ON CENTERS EACH WAY OVER 4” BASE OF ½” OR
LARGER CLEAN AGGREGATE WITH 10 MIL VAPOR
RETARDER INDIRECT CONTACT WITH CONCRETE. SLAB
SHALL BE TIED-IN TO CONTINUOUS 12” WIDEX 24”
(MINIMUM EMBEDMENT INTO FIRM SOIL) FOUNDATION.
CONTINUOUS FOUNDATION MUST BE REINFORCED WITH 2
#5 (OR 3 #4) TOP AND BOTTOM.
ALL CONCRETE SHALL BE FC’=4,500 PSI (MINIMUM) WITH
TYPE V CEMENT MAXIMUM WATER CEMENT RATIO OF
0.45. NO SPECIAL INSPECTION REQUIRED IF CONCRETE
TRUCK MIX TICKET IS PROVIDED.
MECHANICAL, ELECTRICAL, AND PLUMBING ARE NOT
PART OF THIS PLAN REVIEW AND APPROVAL. THE
BUILDING AND SAFETY DIVISION PLAN REVIEW DOES
NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS
REVISIONS REQUIRED BY ANY NON-CITY UTILITY
COMPANY. IT IS SOLELY ON THE CONTRACTOR TO
ENSURE PROPOSED ADDITION OR ALTERATION CAN
AND WILL MEET UTILITY COMPANY REQUIREMENTS. MEP
ARE SPUBJECT TO BUILDING FIELD INSPECTION,
GENERAL NOTES:
JOB LOCATION
SUBJECT PROPERTY IS 0.2 MILES TO THE NEAREST BUS STOP
AREA LIVING (SF) GARAGE (SF) PORCH (SF) BEDROOM BATHROOM
(E) UNIT #1014 640.5 450 0 2 1
(E) UNIT #1012 544.5 450 0 1 1
(N) ADU UNIT #A 450 -450 0 1 1
(N) ADU UNIT #B 450 -450 0 1 1
TOTAL 2085 0 0 5 4
LOT COVERAGE 2485
LOT SIZE 5250
% OF LOT
COVERAGE
47.33%
NOT TO SCALE
PROJECT
LOCATION
EXISTING + ADU + GARAGE + PORCH
DIG ALERT (811) TO BE CONTACTED
AND THAT COMPLIANCE WITH
EXCAVATION SAFETY IN
ACCORDANCE WITH THE
GOVERNMENT CODE 4216 WILL BE
FOLLOWED PRIOR TO ANY
EXCAVATION TAKING PLACE.
OWNER/S : HUGO PRADO
PARCEL NUMBER : 0405-163-17
LOT SIZE : 5250 SF
ZONE : R1
CONTACT NUMBER : 310-955-6409
EMAIL ADDRESS : only_hp@hotmail.com
TYPE OF CONSTRUCTION ; V-B
OCCUPANCY : R-3
VHFHSZ : NO
FLOOD ZONE : X
a. (N) ADU #1/SFD = 450 SF/1,185 SF = 38%
(N) ADU #2/SFD = 450 SF/1,185 SF = 38%
b. 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.
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Bldg #'s 101121802-03 & 05
APPROVALS:
PLNG - F. Arias
BLDG - J. Lo
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
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FRAME
BACKING FOR
FUTURE GRAB
BAR
INSTALLATIONS
2025/01/20
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
WL
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THIRD STREET
45.00'45.00'PROPERTY LINEPROPERTY LINE
45.00'45.00'
PROPERTY LINEPROPERTY LINE
12
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22' - 6"
5' - 0"12' - 6"27' - 6"
19
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7'
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FIRE SEPARATION
DISTANCE LINE
(E) SINGLE-FAMILY DWELLING
CONVERSION TO ADU
G
WM
12
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(E
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(E) SEWER
LATERAL
(E) WATER METER
(E) GARDEN
5%
5%
5%
5%
5%
5%
5%
5%
103.8'
3,6
A6
5%
2%
2%
2%
2%
2%
12
5
'
-
0
"
45' - 0"
(E) ELECTRICAL
METER PANEL
TO BE
CONVERTED
INTO A
SUBPANEL
0' - 0"
6'
-
0
"
22' - 6"
SEWER TIE IN
(E) DETACHED GARAGE
2%
3,6
A6
LEGALIZE
UNPERMITTED
PATIO
(E) WATER HEATER
WITH ENCLOSURE
(E) WOOD FENCE(E) WOOD GATE
(E)
WOOD
FENCE
(E) WOOD
FENCE
(N) OUTDOOR
AC UNITS
SETBACK
5' - 0"
1014 W THIRD ST., UNIT#1
1012 W THIRD ST., UNIT#1
1014 W THIRD ST., UNIT#2
1012 W THIRD ST., UNIT#2
2%5%
5%
5%
5%
5%
5%
5%
2%
2%
2%
5%
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(N) 400 AMP
4-GANG PANEL
W/ 100AMP
BREAKER FOR
EACH UNIT
(E) DRIVEWAY APRON PARKWAY
3,6
A6
ELECTRICAL
UNDERGROUND
LINE
THIRD STREET
45.00'45.00'PROPERTY LINEPROPERTY LINE
45.00'45.00'
PROPERTY LINEPROPERTY LINE
12
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13
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22' - 6"
5' - 0"12' - 6"27' - 6"
19
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3
"
1012 & 1014 W THIRD ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
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WM
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(E
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(E) SEWER
LATERAL
(E) WATER METER
(E) GARDEN
103.8'
12
5
'
-
0
"
45' - 0"
(E) ELECTRICAL
METER PANEL
TO BE
CONVERTED
INTO A
SUBPANEL
0' - 0"
22' - 6"
SEWER TIE IN
(E) DETACHED GARAGE
LEGALIZE
UNPERMITTED
PATIO
(E) WATER HEATER
WITH ENCLOSURE
(E) WOOD FENCE(E) WOOD GATE
(E)
WOOD
FENCE
(E)
TEMPORARY
SHED
(E) WOOD
FENCE
(E) SHED TO
BE REMOVED
SETBACK
5' - 0"
(E
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(E) DRIVEWAY APRON PARKWAY
G
WM
MAIN PANEL LOCATION
GAS METER
WATER METER
WATER LINE
SEWER LINE
SITE LEGEND
PROPERTY LINE
BUILDING LINE
(E) GRASS
CONCRETE
ROOF HATCH
GAS LINE
ELECTRICAL LINE
FIRE SEPARATION
DISTANCE LINE
EXISTING TREE SHEET NO.:
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SITE PLAN
2025/01/20
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SCALE: 1/8" = 1'-0"1 PROPOSED SITE PLAN
SCALE: 1/8" = 1'-0"2 EXISTING SITE PLAN
THE APPLICANT/ PROPERY OWNER SHALL BE
RESPONSIBLE FOR CONFIRMING ALL EXISTING
UTILITY EASEMENTS AND /OR CLEARANCE ON-SITE
THAT MAY AFFECT THE PROJECT.
NOTE:NOTE:
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
4"
/
1
2
"
4"
/
1
2
"
4" / 12"4" / 12"
2"
/
1
2
"
BEDROOM #1BEDROOM #1
LIVING ROOMLIVING ROOM KITCHENKITCHEN
BATHBATH
PATIOPATIO
LIVING ROOMLIVING ROOM KITCHENKITCHEN
BEDROOM #1BEDROOM #1 BEDROOM #2BEDROOM #2
BATHBATH
PORCHPORCH
1012 W 3RD UNIT #21012 W 3RD UNIT #2
LIVING ROOMLIVING ROOM
1012 W 3RD UNIT #11012 W 3RD UNIT #1
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9'
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"
6'
-
9
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12' - 0"11' - 0"4' - 6"
27' - 6"
12
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15
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9'
-
9
"
9'
-
6
"
6'
-
0
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19
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-
3
"
5' - 6"11' - 6"10' - 6"
11' - 0"16' - 0"
6' - 6"
27
'
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52
'
-
3
"
52
'
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3
"
27' - 6"
7'
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EXISTING
HOUSE
2025/02/07
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SCALE: 1/4" = 1'-0"1 EXISTING ROOF PLAN
SCALE: 1/4" = 1'-0"2 EXISTING FLOOR PLAN
SCALE: 1/4" = 1'-0"3 EXISTING NORTH ELEVATION
N N SCALE: 1/4" = 1'-0"4 EXISTING SOUTH ELEVATION
SCALE: 1/4" = 1'-0"5 EXISTING WEST ELEVATION
SCALE: 1/4" = 1'-0"6 EXISTING EAST ELEVATION
84 SF
4x44'
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4X4
2X4 @ 16" O.C.
7'
2" / 12"
ASPHALT SHINGLES
X
EHAB ELIAS 2025/01/21
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
REF
REF
SDCM
SD
SDCM
SD
ATTIC VENT CALCULATIONATTIC VENT CALCULATION
AREA VENTILATED
450 SF
RATE REQ. VENTS:
150 432 SQ.IN
TYPE
O'HAGING VENT
QTY.AREA PER UNIT
4 120 SQ.IN
TOTAL AREA PROVIDED
480 SQ.IN
14"x18" GABLE END VENT 0 110 SQ.IN 0 SQ.IN
24"x12" DORMER VENT 0 100 SQ.IN 0 SQ.IN
2.5" SCREENED 3-HOLE VENTS 0 15 SQ.IN 0 SQ.IN
5.5"x14.5" SOFFIT VENTS 0 65 SQ.IN 0 SQ.IN
TOTAL VENTILATION PROVIDED 480 SQ.IN
UNIT#1
AREA VENTILATED
450 SF
RATE REQ. VENTS:
150 432 SQ.IN
TYPE
O'HAGING VENT
QTY.AREA PER UNIT
4 120 SQ.IN
TOTAL AREA PROVIDED
480 SQ.IN
14"x18" GABLE END VENT 0 110 SQ.IN 0 SQ.IN
24"x12" DORMER VENT 0 100 SQ.IN 0 SQ.IN
2.5" SCREENED 3-HOLE VENTS 0 15 SQ.IN 0 SQ.IN
5.5"x14.5" SOFFIT VENTS 0 65 SQ.IN 0 SQ.IN
TOTAL VENTILATION PROVIDED 480 SQ.IN
UNIT#2
D4
D3
D2 D2
D1
W1
W1
D2 D2
D4
D3
D1
2'
-
9
"
6'
-
0
"
2'
-
9
"
W1
W1
12' - 7"
8'
-
1
1
"
9'
-
1
"
12' - 7"
0612
11
11
0612
15
09
10
15
09
08
07
2'
-
0
"
4'
-
0
"
0'
-
9
"
3'
-
2
"
1'
-
0
"
2'
-
6
"
4'
-
0
"
2'
-
7
"
3'
-
1
"
4'
-
0
"
2'
-
6
"
2'
-
0
"
4'
-
0
"
0'
-
7
"
3'
-
2
"
20
'
-
0
"
20
'
-
0
"
40
'
-
0
"
02
02
01
01
05
13
B-B
A6
A-A
A6
3'
-
9
"
10
13
05
08
(E) WATER
HEATER WITH
ENCLOSURE
1-HOUR FIRE
RATED WALL
WATER HEATER
1-HR FIRE
RATED WALL
1-HR FIRE
RATED WALL
1-HR FIRE
RATED WALL
6
A6
6
A6
6
A6
3
A4
4" / 12"4" / 12"
NOTE: (E) ROOF TO REMAIN
6
A6
6
A6
6
A6
3' - 0"
3' - 0"
4'
-
0
"
4'
-
0
"
WALL LEGEND/S:
EXISTING WALL
ADDITIONAL WALL
FIRE RATED WALL
GYPSUM WALLBOARD, RESILIENT CHANNELS,GYPSUM WALLBOARD, RESILIENT CHANNELS,
MINERAL FIBER INSULATION, WOOD STUDSMINERAL FIBER INSULATION, WOOD STUDS
RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES
TO ONE SIDE OF 2X4 WOOD STUDS 16" OR 24" O.C. WITH 1 1/4" TYPE
"S" DRYWALL SCREWS. ONE LAYER 5/8" PROPRIETARY TYPE X
GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED
PARALLEL TO CHANNELS WITH 1" TYPE "S" DRYWALL SCREWS 12"
O.C. END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. 3"
MINERAL FIBER INSULATION, 2.0 OR 2.3 pcf, IN STUD PACE.
OPPOSITE SIDE: ONE LAYER 5/8" PROPRIETARY TYPE "X" GYPSUM
WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT
ANGLES TO STUDS WITH 1 1/4" TYPE "W" DRYWALL SCREWS 12" O.C.
VERTICAL JOINTS STAGGERED 48" ON OPPOSITE SIDES. SOUND
TESTED WITH STUDS 16" O.C. AND OPEN FACE OF MINERAL FIBER
INSULATION BLANKETS TOWARD RESILIENT CHANNEL-SIDE OF STUD
SPACE. (LOAD BEARING)
GA FILE NO. WP 3241GA FILE NO. WP 3241 PROPRIETARYPROPRIETARY
THICKNESS:53/8"
APPROX. WEIGHT:7 pst
FIRE TEST:BASED ON UL R3660-7, 11-12-87;
UL R27117-61, 8-18-87; UL R7094,
10-24-90; UL DESIGN U311
SOUND TEST:ESTIMATED
1-HR FIRE1-HR FIRE
50 TO 54 STC SOUND50 TO 54 STC SOUND
PROPRIETARY GYPSUM BOARDPROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY:5/8" FIREBLOC TYPE "C"
BPB AMERICA INC.:5/8" PROROCTM TYPE C GYPSUM PANELS
G-P GYPSUM:5/8" TOUGHROCK R FIREGUARD R C
LAFARGE NORTH AMERICA INC.:5/8" FIRECHECK R TYPE C
NATIONAL GYPSUM COMPANY:5/8" GOLD BOND R BRAND FIRE-SHIELD CTM
GYPSUM WALLBOARD
PABCO GYPSUM:5/8" FLAME CURB R SUPER 'C'
TEMPLE-INLAND FOREST PRODUCT CORPORATION:5/8" TG-C
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
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8
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1
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2
2
2
,
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94
9
-
4
1
4
-
8
7
9
9
A4
PROPOSED
ADU FLOOR &
ROOF PLAN
09/04/2024
10
1
2
W
3
R
D
S
T
U
N
I
T
#
1
&
#
2
(
D
U
P
L
E
X
'
S
)
10
1
4
W
3
R
D
S
T
U
N
I
T
#
1
&
U
N
I
T
#
2
(
A
D
U
'
S
)
NE
W
D
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T
A
C
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E
D
AD
U
DOOR SCHEDULE
Type Mark DOOR TYPE OPERATION WIDTH HEIGHT QTY
D1 SOLID SWINGING 3' - 0"6' - 8"2
D2 INTERIOR SWINGING 2' - 6"6' - 8"4
D3 CLOSET SLIDING 5' - 0"6' - 8"2
D4 CLOSET BIFOLD 2' - 6"6' - 8"2
WINDOW SCHEDULE
Type Mark QTY TYPE/OPERATION MATERIAL WIDTH HEIGHT HEAD HEIGHT
W1 4 SINGLE HUNG VINYL FRAME W/ LOW E-DOUBLE PANE
GLASS
4' - 0"5' - 0"6' - 8"
N
1.
2.
3.
THE ATTIC ACCESS SHALL BE A MINIMUM OF 22" X 30". A THIRTY-INCH MINIMUM CLEAR HEAD ROOM SHALL
BEPROVIDED ABOVE THE ATTIC ACCESS. ATTIC ACCESS SHALL BE LOCATED AT A READILY ACCESSIBLE
LOCATION
MECHANICAL VENTILATION IS NOT LESS THAN 6 AIR CHANGES PER HOUR TYPE. THE POINT OF DISCHARGE
OFEXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING. THE EXHAUST VENT
SHALL BEEQUIPPED WITH BACK-DRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS.
PROVIDE OUTDOOR COMBUSTION AIR OPENINGS FOR THE MECHANICAL CLOSET WITH THE 2 PERMANENT
OPENINGSMETHOD PER CMC SECTION 701.4.1. ONE OPENING SHALL COMMENCE WITHIN12 INCHES OF THE TOP
AND THE OTHERCOMMENCING WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE
VENTILATION NOTES:
A.
B.
C.
PROVIDE NO LESS THAN 30% UPPER VENTS.
BE INSTALLED ON VERTICAL ATTIC SURFACES AND GABLE ENDS.
WHEN INSTALLED IN ENCLOSED RAFTER SPACES A MINIMUM AIR SPACE OF 1" MUST BE
PROVIDED AND VENTILATIONBE PROVIDED AT UPPER AND LOWER END OF EVERY
RAFTER BARRIER.
RADIANT BARRIER INSTALLATION SHALL COMPLY
WITH THE FOLLOWING:
1.
2.
3.
4.
5.
6.
7.
SAFETY OR TEMPERED GLAZING REQUIRED IN THE FOLLOWING LOCATIONS: GLAZING IN ENCLOSURES FOR OR
WALLFACING HOT TUBS, WHIRLPOOLS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE IS LESS
THAN 60INCHES MEASURED VERTICALLY AVOVE A STANDING OR WALKING SURFACE (CRC R308.4)
CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED
GYPSUMBACKERS SHALL USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING
PANELS INSHOWER AREAS. (R702.4.2 CRC)
SHOWERS AND TUB-SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE
MAXIMUMSETTING OF THE VALVE TO 120 DEGREES F (CPC 408.3)
NEW ADU SHALL MATCH EXISTING RESIDENCE ARCHITECTURALSTYLE, BUILDING MATERIALS, WINDOW STYLE,
WINDOW FRAMES,ROOFING STYLE, ALL MATERIALS AND DESIGN.
VENT OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH WITH 1/16" MINIMUM TO 1/4"
MAXIMUMOPENINGS. A MINIMUM OF A 1-INCH AIRSPACE MUST BE MAINTAINED BETWEEN THE INSULATION AND THE
ROOF SHEATHING ATTHE LOCATIONS OF THE VENTS. [CRC R806]
BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT, DUCTED TO TERMINATE OUTSIDE THEBUILDING,
AND CONTROLLED BY A HUMIDISTAT CAPABLE OF BEING ADJUSTED BETWEEN THE RELATIVE HUMIDITYRANGE OF
50 TO 80 PERCENT. [CGBC 4.506]
WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT
SHOWERSOR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE
RESISTANT. [CRCR307.2]
NOTES:
SCALE: 1/4" = 1'-0"1 PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0"2 PROPOSED ROOF PLAN N
KEYNOTESKEYNOTES
01 DRYER; A) PROVIDE 4" DIA. SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE W/ BACK
DRAFT DAMPER (36" MIN. AWAY FROM OPENING). ;B) MAX. VENT DUCT LENGTH OF 14'. ;C) DOOR AT
LAUNDRY ROOM MUST BE LOUVERED TO ALLOW DRYERS TO HAVE SUFFICIENT MAKE-UP AIR.;D) THE
SPECIFICATION WILL BE ON A DEFERRED SUBMITTAL. :E) THE DRYER MOISTURE EXHAUST DUCT TO BE
METAL OR MOISTURE RATED PVC WITH A SMOOTH INTERIOR SURFACE W/O SCREWS.
02 MINIMUM SHOWER SIZE 1,024 SQ. IN. WITH NO LESS THAN 30" IN ANY DIRECTION (MUST ENCOMPASS A 30"
CIRCLE). SHOWER DOORMIN. 22" WIDE, TEMPERED. WATER CLOSET MUST BE CENTERED IN A 30" CLEAR
SPACE AND MUST HAVE A 24" CLEAR IN FRONT. FLOORS AND WALL SHALL BE FINISHED WITH A
NONABSORBENT SURFACE, SUCH WALL SURFAVES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET
ABOVE THE FLOOR.
05 NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE
DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER AIR GAP FITTING ON THE DISCHARGE SIDE OF
THE DISHWASHING MACHINE. LISTED AIR GAPS SHALL BE INSTALLED WITH THE FLOOD-LEVEL (Fl0 MARKING
AT/ ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN BOARD, WHICHEVER IS HIGHER. CPC SEC.807.3
06 CONTINUOUS REINFORCING BACKING FOR FUTURE GRAB BARS. CRC SECTION R327.1.1 ;A) REINFORCEMENT
SHALL BE A MINIMUM OF 2X8 SOLID LUMBER AND SHALL BE LOCATED BETWEEN 32 INCHES AND 39-1/4
INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. ;B) WATER CLOSET REINFORCEMENT
SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL.
EXEMPTION #1: 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.; C) INFORMATION AND/ OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR
REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH
THE CALIFORNIA GREEN BUILDING STANDARDS CODE. CHAPTER 4. DIVISION 4.4 CRC SECTION R3271.1.1.; D)
SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE FRAMING IS PROVIDED.; D) REINFORCEMENT
SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB
WALL PANELS WITH INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED
REINFORCEMENT FOR GRAB BARS IS PROVIDED. EXCEPTION #2. ;E) SHOWER ENCLOSURES THAT DO NOT
PERMIT INSTALLATION OF REINFORCEMENT AND/ OR GRAB BARS SHALL BE PERMITTED, PROVIDED
REINFORCEMENTS FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS
APPROVED BY THE ENFORCING AGENCY. EXCEPTION #3.
07 AIRCONDITIONER OUTDOOR UNIT
08 HPTS-50 2** 50-GAL. JA13 ELECTRIC HEAT PUMP WATER HEATER WITH PRESSURE WATER RELIEF VALVE WITH
DRAIN OUTSIDE WATER HEATER. CPC 504.6. SE DETAIL 1 2/AD.1.ELECTRIC WATER HEATER, SPECIFICATIONS
PER ENERGY DOCUMENTATION
09 LOCAL EXHAUST VENTILATION HOOD, MIN. 110 CFM
10 REFRIGERATOR SPACE W/ COLD WATER STUB-OUT FOR ICEMAKER (VERIFY SIZE W/ MNFR)
11 30" x 60" TUB/SHOWER W/ CURTAIN ROD, IMPERVIOUS SURROUND ON 3 WALLS +7'-0" (MIN. 72").
12 LAVATORY SINK [CPC TABLE 422.1] [PENETRATIONS IN WALL LINE (I) SHALL COMPLY WITH CRC R302.4]
13 KITCHEN CABINET LAYOUT BY OWNER/CONTRACTOR
15 KITCHEN SINK W/ GARBAGE DISPOSAL (SEE CALGREEN SHEET FOR MAX FLOW RATE)
FIREWALL ASSEMBLY DETAIL NTS 3
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
6
A6
6
A6
13
'
-
6
"
4'
-
6
"
8'
-
8
"
0'
-
4
"
2'
-
4
"
6'
-
4
"
TOP OF WINDOW
(E) ROOF TO REMAIN
STUCCO TYP.
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
13
'
-
6
"
4'
-
6
"
8'
-
8
"
0'
-
4
"
4
A6
(E) ROOF TO REMAIN
STUCCO TYP.
6
A6
8
AD.2
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
13
'
-
6
"
0'
-
4
"
8'
-
8
"
4'
-
6
"
6
A5
(E) ROOF TO REMAIN
STUCCO TYP.
4
A5
8
AD.2
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
6
A6
6
A6
(E) ROOF TO REMAIN
STUCCO TYP.
13
'
-
6
"
4'
-
6
"
8'
-
8
"
0'
-
4
"
TOP OF WINDOW2'
-
4
"
6'
-
4
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
BEDROOMBEDROOM BATHBATH
(E) ROOF TO REMAIN
RIDGE BEAM STRUCTURAL
4
A6
1
A6
2
A6
6
A6
13
'
-
6
"
4'
-
6
"
8'
-
8
"
0'
-
4
"
R-19 INSULATION
(TO VERIFY W/ T24)
1/2" GYPSUM
BOARD
R-30 INSULATION
(TO VERIFY W/ T24)
R-15 INSULATION
(TO VERIFY W/ T24)
8
AD.2
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
KITCHENKITCHEN BEDROOMBEDROOM BEDROOMBEDROOM KITCHENKITCHEN
6
A6
1
A6
5
A6
SLAB ON GRADE
R-19 INSULATION
(TO VERIFY W/ T24)
1/2" GYPSUM
BOARD R-30 INSULATION
(TO VERIFY W/ T24)R-15 INSULATION
(TO VERIFY W/ T24)
13
'
-
6
"
4'
-
6
"
8'
-
8
"
0'
-
4
"
6
A6
3
A4
3/
4
"
T
Y
P
.
NON-BRG. WALL
1X OVER
2X PLATE
3/
4
"
T
Y
P
.
TRUSS WHERE
OCCURS PER PLAN
SIMPSON "DTC" @
48" OC MAX.
2X BLK'G. @
48" O.C. W/ (3)
16d'S @ EA.
END
JOIST OR TRUSS
BOTT. CHORD
ROOF RAFTER, SEE
STRUCTURAL SHEETS
ROOFING
2 LAYERS 30# FELT
OVER PLYWOOD
SHEATHING
2x BLOCK
ROOF FASCIA
EXTERIOR FINISH
INSULATION
2x CEILING JOIST
DBL TOP PLATE
2X WALL STUDS
CONTINUOU RIDGE VENT
24 GA. RIDGE
FLASHING
UNDERLAYMENT W/ 12"
MIN. OVERLAP
RIDGE BOARD, SEE
STRUCTURAL SHEETS
ROOF RAFTER, SEE
STRUCTURAL SHEETS
INSULATION (IF
REQUIRED)
ASPHALT SHINGLE,
LAND MARK, ICC-ES-
ESR-1389 & ESR-3537
ROOF
UNDERLAYMENT
ROOF
SHEATHING
NOTE:
PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN
INSULATION AND ROOF SHEATHING OR USE
INSULATION BAFFLE FOR RAFTER SPACE
VENTILATION
INTERIOR FINISH
2X WALL STUDS
SILL PLATE,
PRESSURE TREATED
CONC. SLAB
10 ML POLY
VAPOR DIFFUSION
RETARDER IS
EXTENDED UNDER
FOOTING
4" THICK BASE OF
1/2" OR LARGER
CLEAN AGGREGATE
R-15 INSULATION
PLYWOOD
SHEATHING PER
STRUCT. MIN 5/8"
CDX
EXTERIOR FINISH
26 GAGE WEEP
SCREED
2"
M
I
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P
A
V
E
D
6"
M
I
N
8"
M
I
N
FINISH
GRADE
RAFTER
CEILING JOIST
7/8" STUCCO NO EAVE
VENTS PERMITTED
7/8" STUCCO
INSULATION PER PLAN
2x4 STUD WALL
5/8" TYPE "X"
GYPSUM BOARD
5/8" TYPE "X"
GYPSUM BOARD
INSULATION PER PLAN
2x4 STUD WALL
5/8" TYPE "X"
GYPSUM BOARD
INTERIORINTERIOR
SHEET NO.:
SHEET TITLE:
DATE:
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ADU
ELEVATIONS &
SECTION
2025/01/20
10
1
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W
3
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1
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(
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10
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1.
A.
B.
C.
2.
ALL EXTERIOR WALL ASSEMBLIES SHALL INCLUDE:
TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER
APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.7.3 &
R703.2).
A MINIMUM 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE)
CORROSION-RESISTANT WEEP SCREED. (CRC 703.1.1 &
R703.7.2.1)
THE SCREED SHALL BE INSTALLED WITH THE WEEP OPENINGS
LOCATED A MINIMUM 1 INCH BELOW FOUNDATION PLATE LINE
AND 4INCHES ABOVE FINISH GRADE OR 2-INCHES ABOVE
PAVED AREAS.(CRC R703.1.1 & R703.7.2.1)
-ASPHALT ROOF SHINGLES "WEATHER WATCH" ICE &WATER SHIELD
AS 30# FELT PAPER MANUFACTURED BYGAF OR EQUAL. INSTALL
AS PER MANUFACTURER'SSPECIFICATIONS 1/2" OSB PLYWOOD
SHEATHING ( TOMATCH WITHIN EXISTING ROOF/ MATERIAL %
COLOR), TYP.OWENS CORNING ROOFING ASPHALT ESR #
1372.CRRC PRODUCT ID # 0890-0013
EXTERIOR
CONSTRUCTION ASSEMBLY
PLASTER WEEP SCREED NTS 1RIDGE DETAIL NTS 2EAVE DETAIL NTS 3NON-BEARING WALL DETAIL NTS 4 FIRE-RATED WALL DETAIL
SCALE: 1/4" = 1'-0"1 EAST ELEVATION
SCALE: 1/4" = 1'-0"2 NORTH ELEVATION
SCALE: 1/4" = 1'-0"3 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"4 WEST ELEVATION
SCALE: 1/4" = 1'-0"5 SECTION B-B
SCALE: 1/4" = 1'-0"6 SECTION A-A
FIRE-RATED NO EAVE DETAIL NTS 5NTS6
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
WL
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SS
SS
SS
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SS
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SS
SS
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WL
WL
WL
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WL
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WL
45.00'45.00'PROPERTY LINEPROPERTY LINE
45.00'45.00'
PROPERTY LINEPROPERTY LINE
12
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.
0
0
'
0'
-
0
"
40
'
-
0
"
13
'
-
6
"
22' - 6"
5' - 0"12' - 6"27' - 6"
19
'
-
3
"
7'
-
6
"
FIRE SEPARATION
DISTANCE LINE
1012 & 1014 W THIRD ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
CONVERSION TO ADU
G
WM
12
'
-
0
"
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
(E) SEWER
LATERAL
(E) WATER METER
(E) GARDEN
E
D
B
C
B
103.8'
12
5
'
-
0
"
45' - 0"
0' - 0"
6'
-
0
"
22' - 6"
SEWER TIE IN
(E) DETACHED GARAGE
2%
LEGALIZE
UNPERMITTED
PATIO
(E) WATER HEATER
WITH ENCLOSURE
(E) WOOD FENCE(E) WOOD GATE
(E)
WOOD
FENCE
(E) WOOD
FENCE
(N) OUTDOOR
AC UNITS
SETBACK
5' - 0"
1014 W THIRD ST., UNIT#1
1012 W THIRD ST., UNIT#1
1014 W THIRD ST., UNIT#2
1012 W THIRD ST., UNIT#2
2%5%
5%
5%
5%
5%
5%
5%
2%
2%
2%
5%
(E) DRIVEWAY APRON PARKWAY
3,6
A6
ELECTRICAL
UNDERGROUND
LINE
SHEET NO.:
SHEET TITLE:
DATE:
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A7
EROSION &
SEDIMENT
CONTROL
PLAN
2025/01/20
10
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1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON FROMOCTOBER
15TH TO APRIL 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING.
IN CASE OF EMERGENCY, CALL: ORCHID L & HAN NGUYENT AT (714) 417 32023.
THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSOIN CONTROL WORK AND ENSURE THAT WORK IS IN
ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED).
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE ANDSTOCKPILED AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES WHEN RAIN IS IMMINENT.
DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE 5.DAYS RAIN PROBABILITY FORECAST EXCEEDS 40%.
AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK
GRADED AREAS AROUND THE TRACK PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUSCONDITION.
DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARECOMPLETE
PER ROUGH GRADING PLANS.
THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLANAS DEEMED
NECESSARY.
INFORMATION IN THIS PLAN IS FOR EROSION CONTROL ONLY.ALL OTHER INFORMATION ISSUBJECT TO
CHANGE.
TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TOPERMANENT
PLANTING.
AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL SEE MAINTAINED ATALL TIMES
(INCLUDING ACCESS TO NEIGHBORING PROPERTIES).
NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORMDRAIN INLETS
SHALL OCCUR DURING THE RAINY SEASONS, UNLESS ADEQUATETEMPORARY/PERMANENT DRAINAGE
FACILITIES HAVE BEEN APPROVED AND INSTALLED TOCARRY SURFACE WATER TO THE NEAREST PRACTICAL
STREET, STORM DRAIN OR NATURALWATER COURSE.
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL
BECONTAINED WITHIN THE PROJECT OR CHANNELS INTO THE STORM DRAIN SYSTEM WHICH SERVES THE
RUNOFF AREA.STORM RUNOFF FROM ONE ARE SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF
AREA.
CONFORMANCE WITH THE REQUIREMENT OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR
FROMHIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL
SHALL CONSIST OF,BUT NO TO BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES
AS ARE NECESSARY TOPREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC
AND PRIVATE PROPERTY AS ARESULT OF THE CONSTRUCTION OF THIS PROJECT.
SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO
OCTOBER15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE
CONSTRUCTION OFSLOPE PROGRESS IN INCREMENT OF 25 FEET OR LESS MEASURES VERTICALLY.
FILL AREAS WHILE BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL
GRADE,SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF
DOWNSTREAMFACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED
TO: TEMPORARYDOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL
AREAS; GRADED BERMSAROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF,
CONFINED PONDING AREAS TO DESILTRUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO
DESILT RUNOFF; PROTECTION SUCH AS SANDBAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO
GRADE, AND EARTH BERMS AND APPROPRIATEGRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF
THE SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ONTHOSE FILL AREAS WHERE EARTH-WORK
OPERATIONS ARE NOT IN PROGRESS.
TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO
EXCEEDING12 FEET OF CUT MEASURED VERTICALLY.
CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION
CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS THAT HAVE BEEN CLEARED AND GRUBBED
PRIOR TOGRADING OPERATION, AND THAT ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM THE
BEGINNING OF THE RAINYSEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED
DITCHES; BRUSH BARRIERSAND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION
BEYOND THE LIMITS OF GRADING.
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTIONOF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
REQUIRED PLAN REVISIONSSHALL BE PROMPTLY TO THE CITY ENGINEER FOR APPROVAL.
EROSION CONTROL GENERAL NOTES:
SCALE: 1/8" = 1'-0"1 EROSION & SEDIMENT CONTROL PLAN
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
WL
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SS
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SS
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SS
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WL
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WL
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SS
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THIRD STREET
45.00'45.00'PROPERTY LINEPROPERTY LINE
45.00'45.00'
PROPERTY LINEPROPERTY LINE
12
5
.
0
0
'
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2
5
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'
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40
'
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"
13
'
-
6
"
22' - 6"
5' - 0"12' - 6"27' - 6"
19
'
-
3
"
7'
-
6
"
FIRE SEPARATION
DISTANCE LINE
1012 & 1014 W THIRD ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
CONVERSION TO ADU
G
WM
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
(E) SEWER
LATERAL
(E) WATER METER
(E) GARDEN
103.4'
103.8'
104.0'
103.9'
104.3'
103.5'
104.0'
12
5
'
-
0
"
45' - 0"
0' - 0"
6'
-
0
"
22' - 6"
SEWER TIE IN
(E) DETACHED GARAGE
LEGALIZE
UNPERMITTED
PATIO
(E) WOOD FENCE(E) WOOD GATE
(E)
WOOD
FENCE
(E)
TEMPORARY
SHED
(E) WOOD
FENCE
SETBACK
5' - 0"
1014 W THIRD ST., UNIT#1
1012 W THIRD ST., UNIT#1
1014 W THIRD ST., UNIT#2
1012 W THIRD ST., UNIT#2
(E) DRIVEWAY APRON PARKWAY
3,6
A6
THIRD STREET
45.00'45.00'PROPERTY LINEPROPERTY LINE
45.00'45.00'
PROPERTY LINEPROPERTY LINE
12
5
.
0
0
'
1
2
5
.
0
0
'
PR
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12
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1
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5
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12
5
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1
2
5
.
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12
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'
1
2
5
.
0
0
'
0'
-
0
"
40
'
-
0
"
13
'
-
6
"
22' - 6"
5' - 0"12' - 6"27' - 6"
19
'
-
3
"
7'
-
6
"
FIRE SEPARATION
DISTANCE LINE
1012 & 1014 W THIRD ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
CONVERSION TO ADU
G
WM
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
(E) SEWER
LATERAL
(E) WATER METER
(E) GARDEN
5%
5%
5%
5%
5%
5%
5%
5%
5%
103.8'
3,6
A6
2%
5%
2%
2%
2%
2%
2%
12
5
'
-
0
"
45' - 0"
0' - 0"
6'
-
0
"
22' - 6"
SEWER TIE IN
(E) DETACHED GARAGE
2%
3,6
A6
LEGALIZE
UNPERMITTED
PATIO
(E) WOOD FENCE(E) WOOD GATE
(E)
WOOD
FENCE
(E) WOOD
FENCE
(N) OUTDOOR
AC UNITS
SETBACK
5' - 0"
1014 W THIRD ST., UNIT#1
1012 W THIRD ST., UNIT#1
1014 W THIRD ST., UNIT#2
1012 W THIRD ST., UNIT#2
2%5%
5%
5%
5%
5%
5%
5%
2%
2%
2%
5%
(E) DRIVEWAY APRON PARKWAY
3,6
A6
SHEET NO.:
SHEET TITLE:
DATE:
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A8
EXISTING &
PROPOSED
CONTOUR MAP
2025/01/20
10
1
2
W
3
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1
&
#
2
(
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4
W
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#
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&
U
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2
(
A
D
U
'
S
)
NE
W
D
E
T
A
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D
AD
U
SCALE: 1/8" = 1'-0"1 EXISTING CONTOUR MAP
SCALE: 1/8" = 1'-0"2 PROPOSED CONTOUR MAP
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
SHEET TITLE:
DATE:
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A9
SINGLE FAMILY
RESIDENTIAL
MANDATORY
REQUIREMENTS
2025/01/20
10
1
2
W
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NE
W
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No
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SOLID BACKING
HEADER
ROUGH
OPENING
JAMB
SILL
SILL
FLASHING
HEADER
JAMB
SILL
ROUGH
OPENING
2"
CONTINUOUS BEAD
OF SEALANT UNDER
NAILING FLANGE.
HEAD FLASHING
WINDOW FRAMING
OR SIMILAR
OPENING
LINE OF NAILING FLANGE
BUILDING PAPER
TYP.
WINDOW FRAME
OR SIMILAR OPENING
CUT AWAY EXCESS
BLDG. PAPER AT
OPENING
4"
M
I
N
.
BUILDING PAPER UNDER
SILL STRIP
STEP 4:
STEP 3:
STEP 2:
STEP 1:
· ATTACH SILL STRIP OF 9"
WIDE VYCOR V40 WEATHER
BARRIER STRIP WITH TOP EDGE
EVEN WITH THE TOP OF THE
ROUGH SILL.
· PROVIDE SOLID BACKING AT
ALL AREAS WHERE FLASHING
MATERIAL LAPPING WILL
OCCUR.
· EXTEND THIS STRIP AT LEAST
11" BEYOND THE EDGE OF THE
ROUGH OPENING.
· ATTACH FLASHING MATERIAL
WITH GALVANIZED ROOFING
NAILS OR CORROSION-
RESISTANT STAPLES.
· ATTACH JAMB STRIPS OF 9"
WIDE MOISTOP FLASHING
MATERIAL WITH INSIDE EDGE
EVEN WITH THE JAMB OF THE
ROUGH OPENING.
· START JAMB STRIPS 2"
BELOW SILL STRIP AND EXTEND
4" ABOVE LOWER EDGE OF
HEADER.
· APPLY A CONTINUOUS BEAD OF
SEALANT TO THE BACK OF THE
FRAME NAILING FLANGE
· PLACE AND SECURE FRAME INTO
ROUGH OPENING WITH FLANGES
OVER THE INSTALLED JAMB AND
SILL MOISTOP FLASHING MATERIAL.
· APPLY AN ADDITIONAL LAYER OF
9" WIDE VICOR V40 WEATHER OVER
THE JAMB NAILING FLANGE.
· ATTACH 9" WIDE VYCOR V40
WEATHER BARRIER STRIP OVER THE
HEAD FLANGE. EXTEND THIS STRIP
2" BEYOND THE OUTER EDGE OF
THE JAMB FLASHING MATERIAL.
-STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT
ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE
OPENING.
-APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE FRAME OPENING) OVER THE JAMB
FLASHING MATERIAL.
-APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE BOARD FASHION UP THE WALL,
LAPPING COURSES A MINIMUM OF 6".
1.SECTION 1402 OF THE 2019 EDITION OF THE U.B.C. STATES "EXTERIOR OPENINGS
EXPOSED TO THE WEATHER SHALL BE FLASHED IN A MANNER AS TO MAKE THEM WEATHERPROOF."
THE PROCEDURE ABOVE IS RECOMMENDED TO ACHIEVE THIS INTENT FOR THE FLASHING OF WALL
OPENINGS TO INCLUDE BUT NOT LIMITED TO: WINDOWS, DOORS, VENTS, ETC.
2.ALL MATERIALS SHALL BE IN STRICT CONFORMANCE WITH U.B.C. STANDARD 14-1
3.APPLICATION OF FINISH MATERIALS OVER FLASHING MATERIALS SHOWN SHALL BE AS
SPECIFIED BY CODE REQUIREMENTS, MANUFACTURER'S INSTRUCTIONS AND THE BEST PRACTICES
OF THE TRADE.
4.ADDITIONAL MATERIALS, ie. METAL HEAD FLASHING, ELASTOMERIC SHEET WATERPROOFING
ETC. MAY OCCUR, DEPENDING ON THE SPECIFIC FINISH MATERIALS BEING USED. REFER TO
INDIVIDUAL DETAILS FOR ADDITIONAL INFORMATION.
NOTES:
4"
4"
4"
4"
4"
3"
4"
4"
4"
4"G.S.M.
3/
8
"
G.S.M. FLASHING FLANGE
SOLDER ALL SEAMS
SLOPE TOP 1/8" PER/ 12"
G.S.M. FLASHING COLLAR,
SEE SPECIFIC APPLICATION
DETAIL FOR FURTHER INFO.
FLASHING FIN AT WOOD
MEMBERS, SEE SPECIFIC
APPLICATION DETAIL
RECTANGULARRECTANGULAR
DRIP / INTERLOCKDRIP / INTERLOCK
G.S.M. FLASHING FLANGE
SOLDER ALL SEAMS
G.S.M. FLASHING COLLAR,
SEE SPECIFIC APPLICATION
DETAIL FOR FURTHER INFO.
ROUNDROUND
SEE PLANS FOR SPECIFIC
PENETRATION SIZE
26 GA 1-PIECE GSM
PAN FLASHING
SOLDIER ALL
JOINTS
ISOMETRIC
(PARTIAL)
WEATHERSHIP
BASE
ADJUSTABLE ALUM.
CLAD THRESHOLD
ONE-PIECE SOLDIERED
SHEET MTL. PAN
FLASHING
2x PTDF SLEEPER
(ATTACH PER S.D.)
1x2 CEDAR
TRIM
SEE 1/AD. 1 FOR
ADDITIONAL FLASHING
INFO.
HARDSCAPE SLAB
SLOPE4"
U
O
N
BUILDING SLAB
3/
8
"
-
3
/
4
"
FINISH FLR.
DR. FRAME
BEYOND
DOOR
6"
4"
V.I.F.
2"
M
I
N
.
1/
2
"
PRESSURE RELIEF VALVE/
DRAIN ENDS OUTSIDE
=6" FROM GRD.
SOLID BLOCKING.
5/8" GYPSUM BOARD1/4" x 3" MIN. LAG SCREW
INTO LEDGER W/
2x4 WOOD LEDGER
WASHER
3/4"x24 GAUGE
PERFORATED STEEL
PLUMBERS TAPE
MIN.
1"
6"
MIN
.
HOT COLD
T&P
VALVE2x4 WOOD LEDGER
OVERFLOW
WATERTIGHT
PAN W/ 1"
DRAIN TO
PREVENT
LEAKAGE
FU
L
L
H
E
I
G
H
T
SEISMIC BRACE
SEISMIC BRACE
WATER
HEATER
4 "
UP
P
E
R
1
/
3
LO
W
E
R
1
/
3
18
"
MI
N
.
PLATFORM.
MUST SUPPORT
WATER HEATER
ON ITS OWN FEET
FINISH FLOOR
GAS
MIN. CLR.
PROVIDE 2 STRAPS THE
UPPER 1/3 AND LOWER 1/3
OF THE WATER HEATER
OVERALL HEIGHT. PER CPC
510.5
GYPSUM BOARD,
1" MIN. THK.
1/4"X5" MIN. LAG SCREW
INTO STUDS W/ WASHER.
4"
ELASTOMERIC SHEET
WATERPROOFING EXTEND AS NOTED
SLOPE METAL FLASHING WITH
DRIP EXTEND 4" MIN ABOVE CEDAR
WOOD TRIM PER ELEVATION
WINDOW FRAME
WINDOW FRAME
SEALANT
WOOD TRIM PER
ELEVATION
ELASTOMERIC SHEET
WATERPROOFING EXTEND
AS NOTED
DBL 2x SILL
2x BLOCKING OMIT
AT PLYWD. SHEARWALL
GYP. BD.
GYP. BD.
HEADER PER PLAN
HEAD
SILL
0'
-
6
"
WALL SHEATHING
PER PLAN, TYP.
2X4 DF#2 @
16 TYP. OC
2X SILL DF#2
P.T.D.F. SILL PLATE
W/ ANCHOR BOLTS PER
AB SCHEDULE
S.S.D.
ONE POUR 12" MAT SLAB
S.S.D.
NATURAL UNDISTURBED
GRADE
#4 @ 18" O.C.E.W.
S.S.D.
HORIZONTAL SIDING WOOD
OVER WATER-RESISTIVE
BARRIER INSTALLED PER
[R703.5.3]
WOOD SIDING OPTIONWOOD SIDING OPTION
EXTERIOR PLASTER (STUCCO)
OVER CORROSION-RESISTANT
LATH OVER
(2) LAYERS OF WATER-
RESISTIVE BARRIER
INSTALLED PER [R703.7]
STUCCO OPTIONSTUCCO OPTION
CORROSION RESISTANT
WEEP SCREED [R703.7.2.1]
2X PRESSURE TREATED
SILL PLATE0'
-
8
"
1'
-
0
"
WARM AIR FURNACES INSTALLED IN ATTICS OR FURRED SPACES SHALL BE INSTALLED AS PER
UMC 307.3 AND SHALL INCLUDE THE FOLLOWING:
1. A MINIMUM 30"X30" ACCESS (20 FEET MAXIMUM FROM FURNACE)
2.CONTINUOUS SOLID FLOORING (5/8" CDX OR EQ.) 24" MIN. WIDE FROM ACCESS TO
FURNACE
3.A LEVEL WORKING PLATFORM 30" MIN. IN DEPTH ALONG THE ENTIRE FIREBOX SIDE OF
FURNACE
4. A PERMANENT 110V ELECTRICAL OUTLET AND LIGHTING FIXTURE LOCATED AT OR NEAR
FURNACE LIGHTING FIXTURE TO BE CONTROLLED BY A SWITCH LOCATED AT ACCESS.
5.THE FAU SHALL BE LISTED FOR INSTALLATION IN ATTICS AND ON COMBUSTIBLE
FLOORING. CLEARANCES SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS AND PER
UBC 304.
22" M
I
N
30" M
I
N
30"
24" 24"
4
1
2
4
3
5
NOTE: TRUSS DESIGN
BY TRUSS MFR.
SEE DET. 12/ADI FOR
ADDITIONAL INFO.
NOTE: VERIFY LENGTH OF PLATFORM W/ HVAC CONTRACTOR
SEE DETAIL 12/AD I FOR ADDITIONAL REQUIREMENTS PER UMC 319
1.FRAMING SPAN O/ MIN. 3 TRUSSES, S.S.D.
2.3/4" PLYWD.
3.3/8" GYPSUM BD. AT CEILING
F.A.U.
30" X 30" CLR.
ACCESS AREA
FAU CONTROLS
5'-0" MIN.
SEE PLAN
10" CLR.
MIN.
3
1
2
PROVIDE POSITIVE ELECTRICAL
DISCONNECT (SEE SECT. NEC 503)
LIGHT OVER CONTROLS (SECT. 309 ASO
REQUIRES CONVENIENCE OUTLET
(RECEPTACLE) WITHIN 25' OF EQUIP..)
24" WIDE SOLID FLOORING ACCESS WAY
RELATED CODES SECTIONS: UMC 307.3 CENTRAL WARM AIR FURNACES INSTALLED IN THE
ATTIC MUST BE ACCESSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE BY THE OWNER,
OCCUPANT AND FOR SERVICE AND REPAIR AS NEEDED. CHANGING FILTERS, LUBRICATING
MOTOR AND FAN BEARINGS, CHECKING BELT TENSIONS AND RELIGHTING THE PILOT FOLLOWING
A SERFICE INTERRUPTION ARE NORMAL OWNER FUNCTIONS. ADEQUATE LIGHT, AND ELECTRICAL
OUTLET, SAFE ACCESS WAY AND SUFFICIENT WORKING SPACE ON THE CONTROL SIDE ALL
ENCOURAGE AND FACILITATE MAINTENANCE AND ENABLE RAPID EGRESS IN AN EMERGENCY.
ACCESS OPENING MIN.
22"X30" OR DIMENSION
OF APPLIANCE
LIGHT
SWITCH
20'-0"
MAX.
WARM AIR
FURNACE
WORKING SPACE AT CONTROLS
MAX
20'-0"
--
MI
N
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30
"
-
MIN
.
0' -
6
"
2' - 6"
HOUSE-R3
1/2" GYPCO. BD. AT
INTERIOR OF HOUSE
2X4 (MIN) STUDS AT
16" O.C. (FIRE WALL)
5/8" TYPE "X" GYP.
BD. O/ 2X4 FRAME
(FRAME PANEL ON
FOUR SIDES)
5/8" TYPE "X" GYP.BD.
O/ INT. OF GARAGE,
TYP. ELECTRIC SUB-
PANEL
GARAGE - UI
AT GARAGE WALL
HOUSE - R35/8" TYPE "X"
GYP. BD. AT
1-HOUR OCC.
SEP. WALL, W.O.
2X4 (MIN.)
STUBS AT
16" O.C.
(FIRE WALL)
1/2" GYP. BD.
O/ 2X4 FLAT
FRAME WALL
(FRAME PANEL
ON FOUR
SIDES)
ELECTRIC
SUB-PANEL
HOUSE - R3
AT INTERIOR WALL
ELECTRICAL
SUB-PANEL
ELEVATION
1'
-
0
"
2'
-
6
"
5'
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"
(
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SCALE:NTS1FLASHING AT OPENINGS
SCALE:NTS2TYPICAL PENETRATION FLASHING
SCALE:NTS3INSWINGING DOOR SILL AT SLAB
SCALE:NTS4WATER HEATER SEISMIC BRACE
SCALE: 1" = 1'-0"6 TYPICAL HEAD & SILL DETAIL
SCALE: 1" = 1'-0"7 EXTERIOR WALL FOOTING
SCALE:NTS9ACCESS FURNACE AT ATTIC
SCALE:NTS10FAU PLATFORM
SCALE:NTS8FURNACE AT ATTIC
SCALE:NTS5ELECTRICAL SUB-PANEL
SHEET NO.:
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DATE:
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PLYWOOD SHEATHING, SSD
LAP UNDERLAYMENT MIN.
6" AT RIDGE W/ I CONT.
PIECE OF UNDERLAYMENT
AT RIDGE
S-TILE ROOF
TRUSSES, SSD
STUD WALL
OPERABLE
WINDOW
EXTERIOR WALL CEILING
NOT MORE THAN
44" ABOVE
FLOOR ON THE
FINISHED SILL HEIGHT
24
"
M
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FLOOR
20" CIR.
MINIMUM
PLAN VIEW
SECTION VIEW
5/8" GYPSUM BOARD
WOOD HEADER - SEE STRUCTURAL
WOOD CASING, BY OTHERS
DOOR, BY
OTHERS
WOOD DOOR FRAME
SHIM, AS REQUIRED
5/8" TYPE "X" GYPSUM BOARD
5/8" GYPSUM BOARD
(2) 2X4 WOOD JAMBS
WOOD CASING, BY OTHERS
DOOR, BY OTHERS
WOOD DOOR FRAME
SHIM, AS REQUIRED
GYP. BD
RADIUS
CORNER
- USE PLASTIC
CORNERS AT
WET AREAS
GYP. BD
SEE PLAN
FOR
FRAMING
2S/1P 1S/2P
SHELF
POLE
SE
E
P
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A
N
3'
-
0
"
3'
-
0
"
SE
E
P
L
A
N
1'
-
0
"
0'
-
3
"
5'
-
6
"
2X4 P.T. CURB ANCHORED TO SLAB
3/8" ANCHOR BOLTS AT 12" O.C.,
6" AT ENDS
MORTAR BED-SET CERAMIC TILE
SLOPE TILE TO DRAIN AT 1/4" PER
FOOT
HOT MOP
SLOPE TO DRAIN AT 1/4" PER FOOT
(E) CONCRETE SLAB
METAL FLASHING
RETURN UP WALL 4"
BEHIND WEATHER
BARRIER
CLASS A TILE ROOF
DRIP EDGE
TRELLIS FRAMING PER
STRUCTURAL
SCALE: 1" = 1'-0"6 TYPICAL AT RIDGE
SCALE:NTS4EMERGENCY EGRESS DETAIL
SCALE: 3" = 1'-0"2 TYP. WOOD FRAME INTERIOR DOOR HEAD
SCALE: 3" = 1'-0"3 TYP. WOOD FRAME INTERIOR DOOR JAMB
SCALE: 3" = 1'-0"5 ROUND GYPSUM BOARD CORNER
SCALE: 1/2" = 1'-0"7 CLOSET SHELVING
SCALE: 3" = 1'-0"1 CURB AT SHOWER ENTRY
SHEET NO.:
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SCALE: 1/8" = 1'-0"8 PORCH AWNING TO WALL CONNECTION
RE
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2
4'
-
0
"
4x4
4x4
5/
8
"
A
B
@3
2
"
O
.
C
2
4'
-
0
"
4x4
4x4
5/
8
"
A
B
@3
2
"
O
.
C
2
4'
-
0
"
4x4HDU4
4x4
5/
8
"
A
B
@3
2
"
O
.
C
2
4'-0"
4x
4
4x
4
5/8" AB
@32" O.C
2
8'-0"
4x
4
HD
U
4
4x
4
5/8" AB
@32" O.C
4x
4
4x
4
5/8" AB
@32" O.C
2
8'-0"
4x
4
4x
4
HD
U
4
5/8" AB
@32" O.C
2
4'-0"
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
4x4
12
SD1
TYP.
12
SD1
TYP.
2 "3" CONC. SLAB OVER 10-MIL
VISQUEEN MOISTURE BARRIAR
4x4HDU4
5/
8
"
A
B
@3
2
"
O
.
C
4x4 2
2'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
4x4 2
2'
-
0
"
19
SD13
19
SD13
19
SD13
2
SD1
2 "3" CONC. SLAB OVER 10-MIL
VISQUEEN MOISTURE BARRIAR
2
SD1
3
SD1
HDU4
HDU4
HDU4
HDU4
HDU4
HD
U
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HD
U
4
HD
U
4
HDU4
HDU4
HDU4
HDU4
HDU4
HD
U
4
HD
U
4
HD
U
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3
SD1
3
SD1
3
SD1
3
SD1
21
SD1
21
SD1
21
SD1
3
SD1
11
SD1
11
SD1
11
SD1
11
SD1
3
SD1
LEGENDS :
DETAIL
SHEAR WALL NAME
SHEAR WALL LENGTH
NEW FOOTING
EXISTING FOOTING
X
L=X
X-X
X
SHEET NO.:
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PLAN
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SCALE: 1/4" = 1'-0"1 PROPOSED FOUNDATION PLAN
FOUNDATION PLAN NOTES:
(N) CONTINUOUS FOOTING 12" WIDTH X 18" DEEP W/(2) #5 REBAR AT TOP AND (2)#5 BOTTOM.
(N) 3" CON. 3,000 PSI @ 28 DAYS W/ #3 @16" O.C. E.A. WAY OVER 10MIL VISQUEEN OVER
EX. GARAGE SLAB DRILLED INTO (E) FOUNDATION AND FILLED WITH SIMPSONS "SET-XP"
EPOXY.
NEW 12"X12"X12" DEEP PAD FOOTING W/#4 REBAR @6" O.C. MAX. EA WAY AT BOTTOM
1
2
3
ANCHOR BOLT NOTES:
(N) FOOTING: 5/8 X 12" LONG BOLTS @ 48" (U.N.O.)
NOTES:
-IF MISSING ANCHOR BOLTS THEN DRILL 3/4" X 6" DEEP W/5/8: (RFB#5X10) @32" O.C. WITH SET-
XP EPOXY (SPECIAL INSPECTION IS REQUIRED)
-SCARIFY TOP 12" OR RE-COMPACT 4" PRIOR TO TRENCHING FOR THE UTILITY AND/OR
FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION
INSPECTION. PRE-SATURATION SUBGRADE TO 110% OF OPTIMUM MOISTURE CONTENT IS
REQUIRED,
CODE REQUIREMENT:
•
•
•
•
•
•
•
THIS PROJECT SHALL COMPLY WITH THE:
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 (CGBSC)
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES)
2022 CALIFORNIA BUILDING CODE (CBC)
FOUNDATION NOTES:
1.
A.
B.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
FOUNDATION HAS BEEN DESIGNED ASSUMING MIN. ALLOWABLE SOIL BEARING PRESSURE.
(SEC. 1802.6) SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING : 1500 SF
ISOLATED FOOTING: 1500 SF
CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH (fC) OF 3,000 psi
ALL FOOTING SHALL BE POURED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE U.N.O.
ALL FOOTING SHALL BE CENTERED ON WALLS AND COLUMNS, U.N.O.
ALL EXISTING FILL SOIL AND DISTRUBED NATURAL SOILS ARE TO BE EXCAVATED AND
REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECONNECTION,
ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOIL ENGINEER,
COMPACTED FILL SHALL BE 95% DENSITY
PROVIDE MIN. 5/8" X 12" ANCHOR BOLTS WITH 3"X3"X1/4" WASHERS, EMBEDDED 7" MIN. INTO
CONCRETE OR MASONRY AND SPACE MAX. 48" O.C. PROVIDE MIN. 2 BOLTS PER PLATE
AND NOT MORE THAN 12" OR LESS THAN 4" OR PLATE END AND CORNER. (CHAPTER 4 CRC)
FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED
GLAVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN ACCORDANCE WITH
ASTM A 153(R317.3)
FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED
WOOD. FIELD-CUT ENDS, NTOCHES AND DRILLED HOLES OR PRESERVATIVE TREATED WOOD
SHALL BE FIELD-REATED PER AWPA M4.(R317.1.1).
ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE
REMOVED AND RELOCATED
THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ACCORDANCE WITH ALL NATIONAL
STATED AND LOCAL SAFETY ORDINANCE
READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED
IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF
ANY CONCRETE
MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS SHALL CONFORM TO THE SOILS
ENGINEER'S RECOPMMENDATIONS UNLESS NOTED OTHERWISE
PROVIDE A MIN. 26-GAGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM O F6" ABOVE EARTH OR 4" ABOVE PACED AREA. (R703.6.2.1)
WOOD SILL PLATE SHALL BE MINIMUM 8" ABOVE ADJACENT GRADE (R317.1)
STRUCTURAL DESIGN DATA:
VERTICAL LOADS: DEAD(DL) LIVE(LL)
ROOF LOAD:15 PSF 20 PSF
CEILING LOAD:10 PSF 10 PSF (UNINHABITABLE ATTIC WITHOUT STORAGE)
EXT. WALL LOAD:17 PSF
INT. WALL LOAD:7 PSF
WIND DESIGN DATA:
BASIC WIND SPEED:95 MPH
WIND EXPOSURE:C
EARTHQUAKE DESIGN DATA:
IMPORTANCE FACTORE:1 =1.0
MAPPED Ss = 1.835 AND Si = 0.653 F =1.2 S =1.468
SITE CLASS: D - DEFAULT
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC-FORCE-RESISTING SYSTEM = LIGHT-FRAMED WOOD SHEATHED SHEAR WALLS
RESPONSE MODIFICATION FACTOR, R = 6.5
SEISMIC RESPONSE COEFFICIENT, Cs = 0.226
ANALYSIS PROCEDURE USED:EQUIVALENT LATERAL FORCE
SOIL DATA:
ASSUME ALLOWABLE SOIL BEARING 1,500 PSI
e
a DS
RE
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A6 1
4X6 HEADER 4X6 HEADER
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X6 HEADER 4X6 HEADER
4X
6
H
E
A
D
E
R
4X
6
H
E
A
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E
R
2
4'
-
0
"
2
4'
-
0
"
2
4'-0"
2
8'-0"
2
8'-0"
2
4'-0"
2
4'
-
0
"
2
2'
-
0
"
2
2'
-
0
"
4X6 HEADER
(E) 2X6 RR @16" OC(E) 2X6 RR @16" OC
(E) 2X6 RR @16" OC(E) 2X6 RR @16" OC
(E) 2X6 RR @16" OC(E) 2X6 RR @16" OC
(E) 2X6 RR @16" OC(E) 2X6 RR @16" OC
(N) 2X6 CJ @16" OC (N) 2X6 CJ @16" OC
(N) 2X6 CJ @16" OC (N) 2X6 CJ @16" OC
(N) 2X6 CJ @16" OC (N) 2X6 CJ @16" OC
(N) 2X6 CJ @16" OC (N) 2X6 CJ @16" OC
(N
)
6
X
8
B
E
A
M
(N
)
6
X
8
B
E
A
M
4
SD1
9,11
SD1
18
SD1
6
SD1
(N
)
6
X
8
B
E
A
M
(N
)
6
X
8
B
E
A
M
20
SD1
20
SD1
4
SD1
4
SD1
2x
1
0
R
I
D
G
E
8
SD1
8
SD1
8
SD1
(N) 4X6 POST
(N) 4X6 POST
(N) 4X6 POST
(N) 4X6 POST
RR
RR
RR
RR
RR
RR
(N) 2X6 RR, SISTER
W/ (E) RR @16" OC
AT (N) TRELLIS
OVER FRONT ENTRY
(N) 2X6 RR, SISTER
W/ (E) RR @16" OC
AT (N) TRELLIS
OVER FRONT ENTRY
SHEET NO.:
SHEET TITLE:
DATE:
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FRAMING PLAN
(ADU)
2025/02/06
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1
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SCALE: 1/4" = 1'-0"1 PROPOSED FRAMING PLAN
RE
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B
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
DOUBLE TOP
PLATED
SIMPSO
N
STRAP
LSTA24
SIMPSON
PER PLAN
HEADER OR
BEAM PER
PLANS
POST/KP PER PLANS
SIMPSON
STRAP
LSTA24 KING POST
PER PLAN
HEADER
PER PLAN
SIMP.
A35
BEAM
PER
PLAN
BEAM
PER
PLANS
SIMPSON A35
DOUBLE
TOP
PLATE
SIMP. A35
SLOPE CUT
WHERE
OCCURS
1/2" OSB ROOF
SHEATHING
2x ROOF RAFTER
STUD WALL
TOP PLATE
2x FASCIA
SHIP LAP
2x BLOCKING
E.N.
8-16d NAILS
C.J TO R.R
CEILING JOIST
PER PLAN
A35 @16" OC U.N.O.
CEILING JOIST PARALLEL TO ROOF JOIST
SHEAR WALL WHERE OCCURS
CONTINUOUS
TOP PLATE
HEADER
PER PLAN
SIMP. ST 18
ONE SIDE
POST PER PLAN
2x4 COLLAR TIE @32"O.C.
3-10d NAILS
1. 2x4 STUDS @ 16"O.C.
2. 2X P.T.D.F. PLATE WITH
0.18"DIA. x 3" SHOT PINS @32"
O.C. WITH 14GA GAGE
WASHERS & FIRST 2 PINS
PLACED 6" & 10" FROM
PLATE ENDS ICC# ESR-1799
(RAMSET) LARR #22668
3. CONCRETE SLAB
4. 1/2" DRYWALL
4
123
1. NOTCH IN PLATE
2. 1 3/4" MAX. IF BORED
HOLE EXCEED 1 3/4" IN 2x4
TOP PLATE OR 2 3/4" IN 2x6
TOP PATE, STRAP E/S OF
PLATE W/ITEM #3 BELOW
3. SIMPSON CS 1 6x4" LONG
METAL STRAP, TYPICAL @
EACH PLATE CUT W/(6) 16d's
EACH SIDE.
4. PIPE WHERE OCCURS
5. TOP PLATES-SILL PLATES
6. ANCHOR BOLTS PER
PLANS
7. LOCATE ANCHOR BOLT 5"
MIN. 9" MAX. AWAY FROM
NOTCH OR END OF PLATE
NOTE: IF NOTCH OR HOLE
EXCEEDS 50% OF TOP PLATE
WIDTH, USE SIMPSON ST6224,
STAGGERED @ E/S OF PLATES,
USE SIMPSON NS AS NEEDED.
4345
1 2
5
37
DEPT
H
1/2 DEPTH
3" MAX.
1. NOTCH DEPTH & BORED HOLD
SEE TABLE BELOW.
2. STUD
3. STILL PLATE
4. HOLE EDGE DISTANCE 5/8" MIN.
NOTE: BORED HOLES NOT
PERMITTED IN MORE THAN
TWO CONSECUTIVE DOUBLE
STUDS
BORED HOLES
STUD
SIZE
EXTERIOR &
BEARING
WALLS
NON-
BEARING
WALLS
2x4
2x6
2-2x4
2-2x6
%
1 7/16"
2 1/8"
40%
2 1/8"
2 1/8"
60%
2 3/16"
3 5/16"
3 5/16"
3 5/16"
STUD
SIZE
EXTERIOR
& BEARING
WALLS
NON-
BEARING
WALLS
NOTCH DEPTH
2x4
2x6
%
7/8"1 7/16"
1 3/8"2 3/16"
25%40%
1
4
2
3
4
1
d MIN.
PER SCHEDULE
3"
M
I
N
.
PE
R
S
C
H
E
D
U
L
E
2% SLOPE MIN.
1
2
3
4
REBAR (SEE FOOTING SCHEDULE)
MIN. 5" THK. CONC. SLAB W/ #4
REBAR @16 O.C. OVER 10MIL.
VISQUEEN OVER 4" BASE OF 1/2
OR LARGER CLEAN AGGREGATE
OVER COMPACTED SOIL
1/2" FIBER BOARD EXPANSION
JOINT
MIN. 4" THK. CONC. SLAB W/ #3
REBARD @18" O.C O/
COMPACTED SOIL 234
1
ANCHOR BOLTS (AB) SHALL BE 5/8" WITH 3"X3'X0.229" THICK
PLATE WASHERS. SPACING OF ANCHOR BOLTS SHALL NOT EXCEED
6'-0" O.C. EACH SECTION OF PLATE SHALL HAVE A MINIMUM OF
TWO AB. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7"
INTO FOOTING. HOLES SHALL BE 1/32" TO 1/6" LARGER THAN AB.
LARGER HOLES SHALL BE REPAIRED WITH EPOXY. PLATES SHALL
BE PRESSURE TREATED DOUGLAS FIR NOT HEM-FIR.
12
"
M
A
X
.
5"
M
I
N
.
12" MAX
5" MIN.
12
"
M
A
X
5"
M
I
N
.
12" MAX
5"MIN.
12" MAX
5" MIN
2"
M
A
X
AB SPACING 6' MAX OR PER
SHEAR WALL SCHEDULE (TYP)
PANEL PER PLAN (TYP.)
AT CORNER AT INTERSECTION AT SPLICE
TRUSS WHERE
OCCURS PER
PLAN
SIMPSON
"DTC" @48"
O.C. MAX.
2X BLK'G. @48"
O.C. W/ (3)
16d'S @ EA.END
JOIST OR
TRUSS
BOTT.
CHORD
1X OVER
2X PLATE3/
4
"
T
Y
P
.
NON-BRG. WALL
WOOD POST PER PLAN
CONCRETE SLAB
PER PLAN
VAPOR BARRIER IN
DIRECT CONTACT W/
CONC. SLAB PER
ARCH. PLANS
4" THICK BASE OF
1/2" OR LARGER
CLEAN AGGREGATEMI
N
.
1'
-
6
"
CL
R
.
0'
-
3
"
REINFORCING
PER PLAN
CONT. FT'G BEYOND
SIMPSON CP PER PLAN
COLUMN BASE SCHEDULE
CB44 W/2-1/2" DIA.. M.B. FOR 4x4
POST CB46 W/2-5/8" DIA.. M.B.
FOR 4x6 POST CB66 W2-5/8" DIA..
M.B. FOR 6x6 POST CB88 W/2-3/4"
DIA.. M.B. FOR 8x8 POST
SEE PLAN
EXTERIOR FINISH PER PLAN
WATER RESISTIVE BARRIER,
TYP
2x SOLID BLOCKING W/1/2"⌀x5"
LAG SCREW AT KNEE BRACE
BASE, TYP.
2x BLOCKING LAG SCREW, TYP
EN
SIMSON CO HUC46 HANGER, TYP
2X8 RESAWN LEDGER W/
2-1/2"⌀x6" LAG SCREWS @ 16 OC
NOTCH RAFTERS @ CONTINUOUS
LOCATIONS
ROOF SHEATHING PER
CONSTRUCTION NOTES
(N) 2X6 RR, SISTER WITH (E)
RR W/ 8-16d NAIL EVERY 24"
TN 2x BLKING
TO 4x4 BM.
4x4 TRELLIS BEAM
3/8" ⌀x6" LAG
SCREW FROM KNEE
BRACE TO BEAM,
COUNTERSUNK
3/8" ⌀x6" LAG SCREW FROM
TRELLIS TO BEAM,
COUNTERSUNK & COVERED
WITH HARD PLASTIC PLUG
FOR RAIN PROTECTION
4x6 TRELLIS BEAM EACH END
METAL 'Z' FLASHING, TYP
4x4 RESAWN KNEE BRACE, TYP
PLYWOOD SHEAR PANEL
WHERE OCCURS
SIMPSON KNEE BRACE
KBSZ
(E) STUD WALL
(E) STUCCO
WEEP SCREED
.
4" MIN. ABOVE EARTH
2" MIN. ABOVE PAVEMENTF.G
(E) FOOTING
VAPOR BARRIER
DRILL AND FILL WITH
SIMPSON'S "SET-XP" EPOXY
2" EMBEDMENT LENGTH
(E) DRYWALL
(N) 3" CONC. 3,000 PSI
@28 DAYS
#3 @16" O.C.
E.A. WAY
(E) CONC. GARAGE
SLAB
.2"
E.D. PER TABLE
(N) HOLD DOWN
PER PLAN
(E) 2X STUD TYP
THREADED ROD
W/ SIMPSON SET-
XP EPOXY,
ESR-2508
(SPECIAL INSP.
REQ'D)
4X POST PER
FRAMING PLAN
(N) ANCHOR BOLTS PER
SHR. WALL SCHED. W/
SIMP. SET EPOXY
(N) 2x P.T. BET. STUDS
(E) SILL PLATE
(E) CONCRETE FOUNDATION
HDU
HDU2
HDU4
HDU8
BOLT ø EMBED E.D.CAPACITY
0'-0 5/8"
0'-0 5/8"
0'-0 7/8"
0'-10"
1'-0"
1'-6"
0'-1 7/8"
0'-1 7/8"
0'-1 7/8"
2306#
4234#
4353#
BEAM PER PLAN
CEILING JOIST PER PLAN
SIMPSON LUS JOIST
HANGER
MSTA 36 AT BOTTOM
1-3/4" EDGE DIST.
EQEQ
3"
-
5
"
3"
M
I
N
.
MI
N
.
E
M
B
E
D
M
E
N
T
"l
e
"
3" - 4"
POST PER PLAN (4x MIN.)
FASTENERS PER MANUF.
SIMP. HOLDOWN PER
PLAN (PHD SHOWN)
#4 CONT. REBAR
2x, 2-2x OR 3x
P.T.D.F. SILL P PER
PLAN
L
SIMPSON
"SSTB" PER
SCHEDULE
CONT. FTG. OR FDN.
WALL SEE OTHER
DETAIL FOR SIZE &
REINF.
.
DEEPEN FTG. AS
REQ'D. TO MAINTAIN
A.B. CLEARANCE
(12"x12" MIN. IN
PLAN)
NOTES:
1. FOR RAISED FOUNDATION USE SSTB FOR TWO POUR
SYSTEM AND EXTEND BOLT BEYOND SILL PLATE
ABOVE FLOOR SHEATHING, OR USE SIMP. CNW COUPLER
FOR BOLT EXTENSION.
2. CONCRETE STEM WALLS SHALL BE 6"MIN WIDTH FOR
5/8⌀ ANCH., 8" MIN. WIDTH FOR 7/8"⌀ ANCH., 8" MIN.
FOR CONC. BLK
3. VALUES BASED ON GOVERNING CAPACITY OF SSTB
AT END OF CONC. WALL CONDITION (ICC#: ESR-2611)
SCHEDULE
SCHEDULE
HDU2-SDS2.5
HDU4-SDS2.5
HDU5-SDS2.5
HDU8-SDS2.5
16
20
24
28
34
24
24
24
34
34
4x4
4x4
4x4
4x4
4x6
6-SDS
10-SDS
14-SDS
20-SDS
20-SDS
# SDS
SCREWS
(1/4"⌀)
MIN.
POST
EMBEDMENT "le"
SSTB #
1-POUR
SSTB #
2-
POUR
2x4
KICKER @
4' MAX.OC
SIMPSON
A35 45°
M
I
N
.
FLUSH BEAM OR
WALL PER PLAN
C.J PER
PLANS
'U' HANGERS
SHEET NO.:
SHEET TITLE:
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STRUCTURAL
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2025/02/06
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CEILING JOIST TO BEAM STARP DETAIL
WOOD POST BASE TO PAD DETAIL
01NEW FOOTING AT GARAGE DOOR 02AT CURB FOOTING 03HOLD DOWN TO EXISTING CONCRETE FOUNDATION 04FLUSH BEAM TO POST CONNECTION 05KING POST TO HEADER
06RAFTER AT EXTERIOR WALL 07DOWELL TO EXISTING FOOTING 08 09BEAM-CEILING JOIST-RIDGE CONNECTION 10HEADER TO POST
11FLUSH RIDGE 12NON-BEARING INT. WALL TYP., N.T.S.13PIPING THRU PLATE FRAMING, N.T.S.14FLUSH BEAM TO POST CONNECTION 15PORCH TO HOUSE FOOTING
16TYPICAL PLATE ANCHOR BOLTS 18INTERIOR WALL 19 KNEE BRACE TRELLIS OPENING CAP 21
RE
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No
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DE
S
C
R
I
P
T
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20 NEW EXTERIOR FOOTING
..8"8"
.12"
DRILL AND
FILL WITH
SIMPSON'S
"SET-XP"
EPOXY
5" CONCRETE SLAB
3,000 PSI W/ #4
REBAR @16" OC.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
SHEET TITLE:
DATE:
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CG.1
CAL. GREEN
REQUIREMENTS
05/03/2024
10
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W
3
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1
&
#
2
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1
&
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2
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W
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A
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B
L
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No
.
DA
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RE
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B
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DE
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
SHEET TITLE:
DATE:
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CG.2
CAL GREEN
REQUIREMENTS
05/03/2024
10
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1
&
#
2
(
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10
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4
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1
&
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2
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NE
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A
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B
L
E
No
.
DA
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B
Y
DE
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
SHEET TITLE:
DATE:
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TITLE 24 SHEET
2025/01/20
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No
.
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SHEET NO.:
SHEET TITLE:
DATE:
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TITLE 24 SHEET
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No
.
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
GFI
WP
WP
220V
EGD
3
4
D
220
vs
FS
CT
R
CLG
SD
T
H
J
W
TV
AC
CONDENSER
WATER
HEATER
IAQ FAN
IAQ FAN
AC RETURN
AIR VENT
GAS
GAS
AC RETURN
AIR VENT
ATTIC
ACCESS
ATTIC
ACCESS
(N) OUTDOOR
AC UNITS
(E) WATER
HEATER WITH
ENCLOSURE
ELECTRICAL SYMBOLS
DUPLEX RECEPTACLE MOUNTED IN CEILING FOR GARAGE DOOR
OPENER
FLOOR MTD. RECEPTACLE POL BRASS
RECEPTACLE 1/2 SWITCHED
SINGLE POLE SWITCH
3 WAY SWITCH
4 WAY SWITCH
DUPLEX RECEPTACLE ON ALL BRANCH CIRCUITS THAT SUPPLY 125-
VOLT, SINGLE-PHASE, 15 & 20AMP RECEPTACLE OUTLETS IN DWELLING
UNIT SHALL BE PROTECTED BY A COMBINATION TYPE (AFCI) ARC-
FAULT CIRCUIT INTERRUPTER(S) PER 2010 CEC 210.12.
FUSED SWITCH
WATERPROOF RECEPTACLE
DUPLEX RECEPTACLE ON GROUND-FAULT INTERRUPTED CIRCUIT
DUPLEX RECEPTACLE LOCATED UNDER COUNTER
220V RECEPTACLE (VERIFY AMPERAGE REQUIREMENTS)
RECESSED HIGH EFFICACY LIGHT FIXTURE
WEATHER PROOF
VAPOR PROOF, RECESSED, HIGH EFFICACY LIGH FIXTURE
HANGING HIGH EFFICACY LIGHT FIXTURE - CHANDELIER I00 LB
SUPPORT MIN.
WALL MOUNTED HIGH EFFICACY LIGHT FIXTURE
SURFACE MOUNTED HIGH EFFICACY LIGHT FIXTURE
SOLAR POWERED, PHOTOCONTROL STEP MOUNTED LIGHT FIXTURE
VENT / LIGHT COMBO, BY VENT AXIA
CEILING EXHAUST FAN / FLUORESCENT LIGHT WHISPER FIT 4"
DUCT. PANASONIC OR EQUAL
STANDARD SERVICE TELEPHONE OUTLET
CAT 5 COMBINED: COMPUTER DATA LINE AND TELEVISION CABLE OUTLET
SMOKE DETECTOR SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT
INTERRUPTER PER 2019 CEC 210.10. SMOKE DETECTORS SHALL HAVE A 10
YEAR BATTERY AND SHALL BE REPLACED 10 YEARS FROM THE DATE
MARKED ON THE UNIT PER 2019 CBC 907.2.11.2, AND 2019 CRC R314 - R315.
GAS LINE
HOSE BIB
JUNCTION BOX
HEATING OUTLET
IAQ FAN
HUMIDISTAT CONTROL
VACANCY LIGHT SWITCH
220 VOLT FUSED SWITCH
SINGLE POLE SWITCH WITH DIMMER
THERMOSTAT
CARBON MONOXIDE
ELECTRIC VEHICLE CHARGER
VACANCY SENSOR
UNDER-CABINET LED STRIP LIGHT
DUPLEX RECEPTACLE LOCATED ABOVE CEILING
CEILING EXHAUST FAN PANASONIC WHISPER FIT FAN 4" DUCT WITH
HUMIDITY CONTROL
HB
GAS
VS
CM
EVC
C5
S
VP
DUPLEX RECEPTACLE FOR TELEVISION
ELECTRIC PANEL
INDOOR AIR HANDLER, MINI-SPLITAC
F
H
ELECTRICAL ABBREVIATIONS
A AMP
AT AUTOMATIC TIME SWITCH CONTROL
AST ASTRONOMICAL TIME CLOCK
C/CW COLD WATER
D DIMMER / DIMMABLE
DED DEDICATED OUTLET / CIRCUIT
EMCS EMERGENCY MANAGEMENT CONTROL
SYSTEM (CENC 105 (K) 3,A,III,C)
EV ELECTRICAL VEHICLE
EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT
FAU FORCED AIR UNIT
FG NATURAL GAS
FL FLOURESCENT
FSR FIRE SPRINKLER RISER
GFI GROUND FAULT CIRCUIT INTERRUPTER
HB HOSE BIB
HC HUMIDISTAT CONTROL
HE HIGH EFFICACY
H/HW HOT WATER
JA8 COMPLAINT W/ APPENDIZ JA8
L, LED LED LIGHT FIXTURE
LVL EVSE LEVEL
MR MOISTURE RESISTANT (INDOOR)
MS MOTION SENSOR
PB PUSH BUTTON
PC PHOTOCELL
SOV SHUT OFF VALVE
VS VACANCY SENSOR
V VOLT
WP WEATHER PROOF (RATED FOR
EXTERIOR)
ELECTRICAL NOTES
CODE REFERENCES BASED ON
2022 CALIFORNIA ELECTRICAL CODE
1
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE
SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPER INSTALLATION AND PLACEMENT.
2
3
4
5
NUMBER OF CEILING JUNCTION BOXES NOT CONTAINING INSTALLED LIGHTING OR OTHER
DEVICES SHALL NOT EXCEED NUMBER OF BEDROOMS. ELECTRICAL BOXES MUST BE
SERVED BY A DIMMER, VACANCY SENSOR OR FAN SPEED CONTROL. CENC 150 (k) 1B
6
ELECTRONIC BALLASTS ARE REQUIRED FOR ALL LAMPS RATED 13 WATTS OR GREATER.
7
ALL INSTALLED LUMINAIRES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH CENC TABLE
150.0-A. (CENC 150 (k) 1A).
8
RECESSED LUMINAIRIES IN CEILINGS SHALL BE APPROVED FOR ZERO-CLEARANCE CONTACT
(IC) & CERTIFIED AIRTIGHT, SHALL NOT CONTAIN SCREW BASED SOCKETS, AND SHALL BE
SEALED WITH GASKET OR CAULK BETWEEN HOUSING AND CEILING, AND SHALL BE JA8
COMPLIANT, PER CENC 150.0 (k) 1C
9
DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE JA8
COMPLIANT LIGHT SOURCES - CENC 150 (k) 2K).
a. LIGHTING IN CLOSETS LESS THAN 70 SQ.FT. ARE NOT REQUIRED TO BE JA8 COMPLIANT -
CENC 150(k) 2, k, EX. 1
b.RECESSED LIGHT FIXTURES IN HALLWAYS ARE NOT REQUIRED TO BE JA8 COMPLIANT -
CENC 150 (k) 2K, EX. 2
10
AT LEAST ONE LUMINAIRE IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS
SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS (CENC 150 (k) 2J).
11
UNDERCABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING
SYSTEMS. (CENC 150 (k) 2L).
12
EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. (OR SEE
EXCEPTION - CENC 150 (k) 2B.)
13
14
ALL KITCHEN, BATHROOM, LAUNDRY ROOM, GARAGE AND EXTERIOR RECEPTACLES SHALL
BE GFCI PER CEC 210.8(A)
15
ALL 125-VOLT, 15 AND 20 AMPERE DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-
RESISTANT PER CEC 406.12
16
PROVIDE A MINIMUM OF 2-20 AMP CIRCUITS TO KITCHEN COUNTERTOPS FOR SMALL
APPLIANCES PER CEC 210.11 (C) (1)
17
PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT PER CEC 210.11 (C) (2)
18
A DEDICATED 120V, 20 AMP CIRCUIT SHALL SERVE THE REQUIRED BATHROOM OUTLETS. THIS
CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. CEC 210.11 (C) (3)
19
ALL BRANCH CIRCUITS SUPPLYING 12O-VOLT SINGLE-PHASE 15 & 20-AMPERE RECEPTACLE
OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, LAUNDRY
AREAS, OR SIMILAR SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT
INTERRUPTER(S) PER CEC 210.12(A).
20
STRUCTURED WIRING PANELS LOCATED IN CLOTHES CLOSET SHALL NOT CONTAIN
OVERCURRENT DEVICES PER CEC 240.24
21
A 120V ELECTRIC RECEPTACLE SHALL BE LOCATED WITHIN 3FT FROM THE WATER HEATER
AND BE ACCESSIBLE TO THE WATER HEATER WITHOUT OBSTRUCTIONS. (CENC 150 (n)1A)
22
23
RECEPTACLES THAT ARE REQUIRED AT THE FRONT AND REAR OF THE HOME, AND ON
BALCONIES, DECKS & PORCHES, MUST BE WITHIN 6 FEET 6 INCHES OF GRADE (AND
WATERPROOF AND GFCI PROTECTED). CEC 210.52 (E) & 210.8(A)
EXTERIOR LIGHT FIXTURES & WEATHERPROOF OUTLETS SHALL BE INSTALLED PER CEC
410.10(A) & 406.9, & CENC 150.0 (k) 3
EXTERIOR LIGHTING SHALL BE CONTROLLED BY MANUAL ON & OFF SWITCH THAT DOES NOT
OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEMS ii OR iii BELOW. SHALL ALSO BE
CONTROLLED BY ONE OF THE FOLLOWING:
II. PHOTOCELL AND MOTION SENSOR OR
III. ONE OF THE FOLLOWING:
a. PHOTOCONTROL & AUTOMATIC TIMER
b. ASTRONOMICAL TIME CLOCK
c.RGY MANAGEMENT CONTROL SYSTEM (EMCS) AS NOTED CENC 150.0 (k) 3A
INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL::
a. COMPLY WITH CENC 140.8; or
b. SHALL CONSUME NO MORE THAN 5 WATTS OF POWER AS DETERMINED ACCORDING
TO CENC 130.0 ( c)
24 SMOKE ALARMS SHALL BE INTERCONNECTED W/ BATTERY BACKUP OR EMERGENCY
ELECTRICAL SYSTEM CRC R314.4
25
SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: CRC R314.3 & R314.3.3
a. IN EACH SLEEPING ROOM
b.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
c.ON EACH ADDITIONAL STORY
LOCATION REQUIREMENTS:
d.MIN. 3 FT. FROM BATHROOMS WITH TUBS OR SHOWERS.
e. MIN. 20 FT. FROM PERMANENTLY INSTALLED COOKING e) APPLIANCES. OR SEE
EXCEPTIONS NFPA 29.8.3.4 WHEN UNABLE TO ACHIEVE DISTANCE REQUIRED.
f.MIN. 3 FT. FROM TIP OF SUSPENDED CEILING FAN BLADE.
g.WITHIN 12 IN. VERTICALLY FROM HIGHEST POINT OF SLOPED OR COFFERED CEILINGS.
h.3 FT. HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR
COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW FROM THOSE
REGISTERS.
26
CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CRC
R315.3
a.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
b.ON EVERY OCCUPIABLE LEVEL, INCLUDING BASEMENTS c IN BEDROOMS CONTAINING A
FUEL-BURNING APPLIANCE (I.E. FIREPLACE)
** COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED IN LIEU
OF SMOKE ALARMS OR CO2 ALARMS CRC R314.5, R314.7.4, & R315.4
31
COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED
AND RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, OR FROM A BATTERY
BACKUP WHEN PRIMARY POWER IS INTERRUPTED (CRC R314 AND R315)
32
TWO OR MORE SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE KITCHEN AND
ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE OUTLETS FOR THE KITCHEN,
PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREAS. THESE CIRCUITS CANNOT
SERVE OUTSIDE PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES - ONLY
THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE REFRIGERATOR (CEC 210-11(C) &
210-52(B))
FAN/LIGHTS LOCATED WITHIN 3FT HORIZONTALLY AND 8FT VERTICALLY OF THE BATHTUB RIM
OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP OR WET LOCATION ARE
SUBJECT TO SHOWER SPRAY. (PER CEC 410.10 (D) )
COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED IN LIEU OF
SMOKE ALARMS OR CO2 ALARMS (CRC R314.5, R314.7.4, & R315.4)
27
ATLEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY
RECEPTACLE OUTLETS IN ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC
POWER. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. EXCEPTION: CIRCUIT SHALL BE
PERMITTED TO SUPPLY READILY ACCESSIBLE OUTDOOR RECEPTACLE OUTLETS (CEC 210.11)
MECHANICAL NOTES
CODE REFERENCES BASED ON
2022 CALIFORNIA MECHANICAL CODE
1.
2.
3.
4.
5.
6.
7.
8.
a.
b.
9.
10.
11.
12.
13.
14.
15.
16.
17.
ROOMS CONTAINING TUBS, SHOWERS OR SIMILAR BATHING
FIXTURES SHALL BE MECHANICALLY VENTILATED IN
ACCORDANCE WITH CMC APPDX E 605.2 & CRC R303.3.1
INCLUDING ACCESSIBLE HUMIDISTAT CONTROL (CGBC 4.506.1)
ALL EXHAUST DUCTS SHALL HAVE SMOOTH INTERIOR SURFACE
AND TERMINATE OUTSIDE THE BUILDING AND SHALL BE
EQUIPPED WITH A BACKDRAFT DAMPER. (CMC 504.1)
TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS (i.e.,
CLOTHES DRYER VENTS, BATH AND UTILITY FANS, ETC.) SHALL
BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY
OPENINGS INTO THE BUILDING. PER CMC 502.2.1
DRYER VENT OUTLET SHALL BE MIN. 5 FT. FROM AIR
CONDITIONING CONDENSER (CENC 150 (h) 3.A)
PROVIDE MIN. 4" DIA. SMOOTH METAL DRYER VENT W/
BACKDRAFT DAMPER TO EXTERIOR. VENT RUN SHALL
COMPLY WITH MNFR.'S SPECS. AND CMC 504.4.2 & 908.
LENGTH OF RUN MAY EXCEED 14'-0" IF PERMITTED BY DRYER
MNFR.'S INSTALLATION INSTRUCTIONS AND APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A
CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100
SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE
DOOR OR BY OTHER APPROVED MEANS PER CMC 504.4.1
WHOLE BUILDING VENTILATION SHALL BE PROVIDED AND
CONFIRMED THRU FIELD VERIFICATION & DIAGNOSTIC TESTING,
PER CENC 150 (o)
CALCULATION: 1 CFM PER 100 SF. FLOOR AREA PLUS
NUMBER OF BEDROOMS PLUS ONE, MULTIPLIED BY 7.5 CFM.
EXAMPLE: 1500 SF HOME W/ 3 BEDRMS = 15 CFM BLDG +
30 CFM PER OCCUPANT = 45 CFM REQUIRED.
HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL
CLEARANCE ABOVE THE COOKING TOP OF NOT LESS THAN
30INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS
(CMC 920.3.2)
CLOTHES DRYER EXHAUST DUCT SHALL NOT BE CONNECTED
TO A VENT CONNECTOR, GAS VENT OR CHIMNEY AND SHALL
NOT TERMINATE INTO A CRAWL SPACE, ATTIC OR OTHER
CONCEALED SPACE.
EXHAUST DUCTS SHALL NOT BE ASSEMBLED WITH SCREWS OR
OTHER FASTENING MEANS THAT EXTEND INTO THE DUCT AND
THAT ARE CAPABLE OF CATHING LINT, AND THAT REDUCE THE
EFFICIENCY OF THE EXHAUST SYSTEM.
SCREENS SHALL NOT BE INSTALLED AT THE DUCT
TERMINATION.
WHERE JOINING OF DUCTS, THE MALE END SHALL BE INSERTED
IN THE DIRECTION OF AIRFLOW (CMC 504.4)
DOMESTIC CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL
NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL
LENGTH OF 14FT, INCLUDING TWO 90-DEGREE ELBOWS. A
LENGTH OF 2FT SHALL BE DEDUCTED FOR EACH 90-DEGREE
ELBOW IN EXCESS OF TWO (CMC 504.4.2.1)
CLOTHES WASHER STANDPIPES SHALL BE 2INCH IN DIAMETER.
NO TRAP FOR A CLOTHES WASHER STANDPIPE RECEPTOR
SHALL BE INSTALLED BELOW THE FLOOR, BUT SHALL BE
ROUGHED IN NOT LESS THAN 6INCHES AND NOT MORE THAN
18INCHES ABOVE THE FLOOR. (CPC 804.1)
NO STANDPIPE RECEPTOR FOR A CLOTHES WASHER SHALL
EXTEND MORE THAN 30INCHES AND NOT LESS THAN 18INCHES
ABOVE ITS TRAP. (CPC 804.1)
SHEET NO.:
SHEET TITLE:
DATE:
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PROPOSED
ELECTRICAL
PLAN
2025/01/20
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SCALE: 1/4" = 1'-0"1 PROPOSED ELECTRICAL PLAN N
RE
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SANTA ANA CITY COUNCIL
Valerie Amezcua
Mayor
vamezcua@santa-ana.org
Thai Viet Phan
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Benjamin Vazquez
Ward 2
bvazquez@santa-ana.org
Jessie Lopez
Ward 3
jessielopez@santa-ana.org
Phil Bacerra
Ward 4
pbacerra@santa-ana.org
Johnathan Ryan Hernandez
Ward 5
jryanhernandez@santa-ana.org
David Penaloza
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
October 28, 2024
Also sent via email to: only_hp@hotmail.com
Hugo Prado
1012 W 3rd Street
Santa Ana, CA 92703
Subject: Address Assignment for the new ADUs (2) located at 1012-1014 West 3 rd Street
(APN: 405-163-17) in Santa Ana, CA
Dear Mr. Prado,
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 the existing duplex and the new proposed ADU conversions located at 1012-1014 West 3rd
Street (APN: 405-163-17). 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
1. 1012 W 3rd street Unit 1 (existing duplex, front unit)
2. 1012 W 3rd street Unit 2 (existing duplex, rear unit)
3. 1014 W 3rd street Unit 1 (new ADU, front unit)
4. 1014 W 3rd street Unit 2 (new ADU, rear unit)
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) 664-2792 or by email at farias@santa-ana.org.
Sincerely,
Fernanda Arias
Assistant Planner II
Exhibit A – Address Plan
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
Address Letter for 1012-1014 West 3rd Street
Page 2 of 2
c:
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
Orin Williams, 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 & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Yvette Portugal, Code Enforcement Principal
Sergio Verino, Code Enforcement Principal
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
THIRD STREET
45.00'
PROPERTY LINE
45.00'PROPERTY LINE
12
5
.
0
0
'
PR
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12
5
.
0
0
'
12
5
.
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L
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12
5
.
0
0
'
40
'
-
0
"
13
'
-
6
"
22' - 6"
5' - 0"12' - 6"27' - 6" 18
'
-
1
"
FIRE SEPARATION DISTANCE
LINE
(E) SINGLE-FAMILY DWELLING
CONVERSION TO ADU
12
'
-
0
"
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
(E) GARDEN
103.8'
12
5
'
-
0
"
45' - 0"
22' - 6"
(E) DETACHED GARAGE
LEGALIZE
UNPERMITTED
PATIO
SETBACK
5' - 0"
1012 W 3rd St Unit 1
1012 W 3rd St Unit 2
1014 W 3rd St Unit 1
1014 W 3rd St Unit 2
PATH OF TRAVEL FROM THIRD
STREET TO (E) SINGLE FAMILY
DWELLING
PATH OF TRAVEL FROM
THIRD STREET TO NEW
DETACHED ADU
DRAWINGS PROVIDED BY:
EM SOCAL ENGINEERING
24881 ALICIA PKWY, STE. - 222, LAGUNA
HILLS, CA 92653
760-484-6343
1012 & 1014 W THIRD ST,
SANTA ANA, CA 92703
SCALE: 1" = 20'-0"
1 PROPOSED SITE PLAN
Exhibit A
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
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
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
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
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2)
Space Heating 0 1.59 0 9.29 0 -7.7
Space Cooling 0 44.63 0 20.55 0 24.08
IAQ Ventilation 0 5.17 0 5.17 0 0
Water Heating 0 35.08 0 28.03 0 7.05
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 0 86.47 0 63.04 0 23.43
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.93 0 6.93
Appl. & Cooking 0 67.82 0 66.86
Plug Loads 0 81.71 0 81.71
Outdoor Lighting 0 6.03 0 6.03
TOTAL COMPLIANCE 0 248.96 0 224.57
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 33.56 31.14 2.42 7.21
Net EUI2 33.56 31.14 2.42 7.21
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified heat pump rated heating capacity
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Dn ADU Conditioned hvac1 450 8 DHW Sys 1 New
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
Back Dn Dn ADU 2x4 wall 270 Back 160 0 90 Extension New
Left Dn Dn ADU 2x4 wall 180 Left 175 0 90 Extension New
Front Dn Dn ADU 2x4 wall 90 Front 160 56 90 Extension New
Right Dn Dn ADU 2x4 wall 0 Right 175 0 90 Extension New
Roof Dn ADU Roof Attic n/a n/a 450 n/a n/a New
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Dn ADU Attic RoofDn ADU Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
Window 1 Window Front Dn Front 90 1 20 0.28 NFRC 0.23 NFRC Bug Screen
Window 4 Window Front Dn Front 90 1 16 0.28 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
Door 1 Front Dn 20 0.2
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Dn ADU 450 88 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
2x4 wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofDn ADU Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-6.0 insul.
Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 16 in. O. C.R-38 None / None 0.025
Over Ceiling Joists: R-28.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37515 (40 gal,
JA13)
Outside Dn ADU Dn ADU
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
hvac1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
Multi-split
HP-ductless 1 HSPF2 9 25000 18500 EER2SEER2 15 11 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required No No Yes Yes
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 29 0.35 Exhaust No n/a / n/a No Yes
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Kevin Laughton
Tailored Energy Services 01/17/2025
548 Market Street #30051
San Francisco, CA 94120 888-310-0808
Kevin Laughton
Tailored Energy Services 01/17/2025
548 Market Street #30051
San Francisco, CA 94120 888-310-0808
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2)
Space Heating 0 1.59 0 9.29 0 -7.7
Space Cooling 0 44.63 0 20.55 0 24.08
IAQ Ventilation 0 5.17 0 5.17 0 0
Water Heating 0 35.08 0 28.03 0 7.05
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 0 86.47 0 63.04 0 23.43
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.93 0 6.93
Appl. & Cooking 0 67.82 0 66.86
Plug Loads 0 81.71 0 81.71
Outdoor Lighting 0 6.03 0 6.03
TOTAL COMPLIANCE 0 248.96 0 224.57
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 33.56 31.14 2.42 7.21
Net EUI2 33.56 31.14 2.42 7.21
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified heat pump rated heating capacity
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Dn ADU Conditioned hvac1 450 8 DHW Sys 1 New
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
Back Dn Dn ADU 2x4 wall 270 Back 160 0 90 Extension New
Left Dn Dn ADU 2x4 wall 180 Left 175 0 90 Extension New
Front Dn Dn ADU 2x4 wall 90 Front 160 56 90 Extension New
Right Dn Dn ADU 2x4 wall 0 Right 175 0 90 Extension New
Roof Dn ADU Roof Attic n/a n/a 450 n/a n/a New
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Dn ADU Attic RoofDn ADU Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
Window 1 Window Front Dn Front 90 1 20 0.28 NFRC 0.23 NFRC Bug Screen
Window 4 Window Front Dn Front 90 1 16 0.28 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
Door 1 Front Dn 20 0.2
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Dn ADU 450 88 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
2x4 wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofDn ADU Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-6.0 insul.
Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 16 in. O. C.R-38 None / None 0.025
Over Ceiling Joists: R-28.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem
PROPH40 T2
RH37515 (40 gal,
JA13)
Outside Dn ADU Dn ADU
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
hvac1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
Multi-split
HP-ductless 1 HSPF2 9 25000 18500 EER2SEER2 15 11 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required No No Yes Yes
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 29 0.35 Exhaust No n/a / n/a No Yes
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2025-01-17T00:28:16-08:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:18741 1012 & 1014 W THIRD ST., SANTA ANA, CA (Garage to ADU
conversion) adu add Lyndon.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-17 00:28:37
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Kevin Laughton
Tailored Energy Services 01/17/2025
548 Market Street #30051
San Francisco, CA 94120 888-310-0808
Kevin Laughton
Tailored Energy Services 01/17/2025
548 Market Street #30051
San Francisco, CA 94120 888-310-0808
425-P010016222A-000-000-0000000-0000 01/17/2025 00:31 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
STRUCTURAL CALCULATIONS
FOR:
1014 W. 3RD ST. SANTA ANA, CA
GARAGE CONVERSION
Engineer:
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
TABLE OF CONTENTS
I. DESIGN CRITERIA 3
II. LOADS 4
III. SEISMIC DESIGN 4
IV. GRAVITY DESIGN 7
V. FOUNDATION 5
VI. LATERAL ANALYSIS 6
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
CODE: 2022 CALIFORNIA BUILDING CODE WITH LOCAL ADDENDA
Timber Douglas Fir Larch
Rafters & Joints: #2 Grade
Beams & Headers: As noted on plans
Concrete F c’ = 2,500 PSI @ 28 days
Reinforcing Steel ASTM A-615
#4 & Smaller, Grade
#5 & Larger, Grade
Soil Value 1,500 PSF per Soils IBC
Typical Weights:
Item PSF
R-38 INS 1.5
½ Gyp Board 2.2
Roofing (Shingles) 3.0
2x4 @ 16” O.C 1.1
2x6 @ 16” O.C 1.7
2x6 @ 24” O.C 2.3
2x8 @ 24” O.C 1.5
½ Plywood 1.5
Stucco (7/8) 10.0
R-13 0.5
R-19 0.8
2x10 @ 16” O.C. 3.0
2x10 @ 24” O.C. 2.0
2x12 @ 16” O.C. 3.3
2x12 @ 24” O.C. 2.4
14” TJI Joist 4.2
TPO Roofing 0.5
¾ Plywood 3.0
Rigid Fiberglass (1” thick) 1.5
5/8 Gyp Board 2.8
5/8 Gyp Type X 3.0
2x4 Interior Walls 10.0
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
3/8” Plywood 1.1
5/8” Plywood 1.8
¾” Plywood 2.2
Glasss Wool 0.2
Ceramic Tile, ¾” 10.0
Wood Paneling 2.5
Clay Roof Tile 6.5
Hardie Board 2.3
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
LOADS
Wall Loads (Exterior)
2x4 @ 16 1.1
½ CDX Plywood 1.5
½ Gyp Board 2.5
R-13 0.5
Siding 10.0
TOTAL 15.6+MISC = 17 DEAD LOAD
Roof Loads
Asphalt Shingles 3
Framing 2x6 @ 16 O.C. 1.7
Roofing Paper 0.3
½ Plywood 1.5
TOTAL 6.5 = 7 PSF Dead Load
20 PSF Live Load
Ceiling Loads
R-38 1.5
Framing 2x6 @ 16 O.C. 1.7
DryWall 2.2
TOTAL 5.4 = 6 PSF Dead Load
10 PSF Live Load
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
SEISMIC DESIGN
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
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HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
DRAG LINE LEGENDS:
NTS.
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
GRAVITY DESIGN
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
sheet no.:A2
Project:1014 W 3RD
ROOF: roof DL+Celing DL= 20 psf
partitions=5 psf
W roof=25 psf
2ND FLOOR:floor DL=0 psf
partitions=0 psf
w floor=0 psf
W Total=25 psf
Latitude;33.83683
longitude:-118.0176
Ss 1.295
S1 0.462
Site Class:D
Risk Category:II ASCE 7 Table 1.5-1
Ie=1 ASCE 7 Table 1.5-2
Fa=1.2
SMS 1.554
SDS 1.036
D ASCE 7 Table 11.6-1
rho=1.3
Plywood Shear Walls
6.5 ASCE 7 Table 12.2-1
Base Shear Coefficient SDS*I/R=Cs=0.159 (Strength)
0.7SDS*I/R Cs=0.145 (Service)
V=CsW=V=5.00 psf
Seismic Calcs
25 lb/sf Lb
900 sf
8,505 lb
125.08 ft
4 ft
17 lb/sf
31,005 lb
5.00 lb/sf
Wind Load Calcs
9.6 lb/sf
L=40 6,912 lb
W=22.5 3,888 lb
LATERAL ANALYSIS (ASCE 7-16)
STORY WEIGHTS:
SEISMIC:
Maximum Short Period Response:
maximum 1 sec. Period Response:
Importance Factor:
Site Coefficient:
EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7 Section 12.8):
Site Spectural Accel Value
Design Response:
Seismic Design Category:
Redundancy Factor
Seismic Force Resisting System
Response Modification Factor
Wroof = Bld. Area x Roof SF weight=
Bld. Area=
22,500
Wwall = Bld. Circumference x (ceiling heigh/2)x wall wight per LF
Bld. Circumference =
Wind Load= Wind Pressure x Wall Height x L x 2=
Wind Load= Wind Pressure x Wall Height x W x 2=
Celing Heigh / 2 =
Wall Wight =
Wtotal= Wroof + Wwall =
V = Cs x Wtotal/Bld Area =
Wind Pressure (16 lb/sf) x 0.6
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
sheet no.:A3
Project:1014 W 3RD ST
5.00 psf
Mbal= ((0.6-0.14SDS)xDL) X L^2/2
Seismic
Wall NO.
Lw Total
(ft)
HW
(FT)
Trib. Area
(sf)
V
(pounds)
Add'l
Shear V/L (plf)
**Wall
Type Smallest DL (plf)
OTM
(ft-lbs)
Mbal (ft-
lbs)
Uplift
(lbs)
Simpson
Holdown
1 12 9 450 2249 187 2 4 100 6746 364 1595 HDU4
2 12 9 450 2249 187 2 4 100 6746 364 1595 HDU4
WIND:
Wall NO.
Lw Total
(ft)
HW
(FT)
Trib. Area
(sf)V/L (PLF)
**Wall
Type Smallest
OTM
(ft-lbs)
RM (ft-
lbs)
Uplift
(lbs)
Simpson
Holdown
1 12 9 450 288 2 4 10368 1368 2387 HDU4
2 12 9 450 288 2 4 10368 1368 2387 HDU4
OTM= OTM= (V/L (plf x Lw) x Hw
RM= RM= (Wall DL(psf) x Lw x Hw) x (Lw/2)
T&C= T&C= (OTM - (0.6*RM))/Lw
Seismic
Wall NO.Lw Total HW Trib. Area V Add'l V/L (plf)**Wall Smallest DL (plf)OTM Mbal (ft-Uplift Simpson
A 8 9 450 2249 281 1 2 100 5059 91 2484 HDU4
B 8 9 450 2249 281 1 2 100 5059 91 2484 HDU4
WIND:
Wall NO.Lw Total HW Trib. Area V/L (PLF)**Wall Smallest OTM RM (ft-Uplift Simpson
A 8 9 450 243 1 2 4374 342 2084 HDU4
B 8 9 450 243 1 2 4374 342 2084 HDU4
Wall type Nailing Capaciy (plf) Simpson Hold Down Capacity (lbs)
1 8d at 6" o.c. 260 HDU2 2306
2 8d at 4" o.c. 380 Wall A,B, 1&2 HDU4 3424
3 8d at 3" o.c. 490 HDU5 4234
*Capacities have been reduce by 25%
DESIGN LATERAL FORCES ON SHEAR WALLS
Roof Diaphragm Shear= Cs X 1.0=
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)300 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)266 @ 8 11/16"1238 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)884 @ 6' 3 1/2"1178 Passed (75%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.413 @ 6' 3 1/2"0.641 Passed (L/372)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.740 @ 6' 3 1/2"0.855 Passed (L/208)--1.0 D + 1.0 Lr (All Spans)
Member Length : 13' 5"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 4/12
All Product Solutions
Depth Series Plies Spacing Cost Index
5 1/2"1 3/4" 1.55E TimberStrand® LSL 1 19.2"0.78 *
5 1/2"2 x DF No.1 1 16"0.88
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
SOLUTIONS REPORT PASSED
The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
Level, Roof: Joist
Current Solution: 1 piece(s) 2 x 6 DF No.1 @ 16" OC
ForteWEB Software Operator Job Notes 4/29/2024 1:53:10 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: rafters
Page 1 / 1
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)210 @ 2 1/2"2231 (3.50")Passed (9%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)185 @ 9"990 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)617 @ 6' 3 1/2"819 Passed (75%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.279 @ 6' 3 1/2"0.608 Passed (L/523)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.465 @ 6' 3 1/2"0.811 Passed (L/314)--1.0 D + 1.0 L (All Spans)
Member Length : 12' 7"
System : Ceiling
Member Type : Attic Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
All Product Solutions
Depth Series Plies Spacing Cost Index
5 1/2"1 1/2" 1.3E TimberStrand® LSL 1 19.2"0.56 *
5 1/2"2 x DF No.1 1 16"0.88
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
SOLUTIONS REPORT PASSED
The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
Level, Ceiling: Attic Joist
Current Solution: 1 piece(s) 2 x 6 DF No.1 @ 16" OC
ForteWEB Software Operator Job Notes 4/29/2024 1:55:10 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: rafters
Page 1 / 1
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1577 @ 2"8181 (3.50")Passed (19%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1304 @ 11"4675 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3913 @ 5' 3 1/2"5156 Passed (76%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.138 @ 5' 3 1/2"0.342 Passed (L/888)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.239 @ 5' 3 1/2"0.512 Passed (L/514)--1.0 D + 1.0 L (All Spans)
Member Length : 10' 7"
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
All Product Solutions
Depth Series Plies Cost Index
11 7/8"1 1/4" 1.3E TimberStrand® LSL 1 19.30 *
7 1/2"6 x DF No.1 1 66.00
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
SOLUTIONS REPORT PASSED
The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
Level, Floor: Drop Beam
Current Solution: 1 piece(s) 6 x 8 DF No.1
ForteWEB Software Operator Job Notes 4/29/2024 1:59:49 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: rafters
Page 1 / 1
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025
HISTORIC - 1012 W Third St &
1014 W Third St Unit 1 & Unit 2
4/14/2025