HomeMy WebLinkAbout1806 W 15th St & Unit #2 - PlanW/D
(N) ADU
(E) DWELLING
SITE LEGEND
(E) PROPERTY LINE
D
GMGM
(E) ELECTRICAL PANEL
(E) GAS METER
(E) WATER HEATER
(E) CONDENSER UNIT
(E) WATER METER
(E) UTILITY POLE
(E) CLEANOUT
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GRASS/TURF
CONCRETE
EASEMENT AREA
PROJECT DIRECTORY
ARCHITECTURAL DESIGNER
ADU RESOURCE CENTER
600 N. BRAND BLVD. SUITE#560
GLENDALE, CA. 91709
PHONE: (213) 408-3831
CONTACT: JIA YU
EMAIL:
ARCHITECTURE@ADURESOURCECENTER.COM
OWNER; DANA LUSIANI
STRUCTURAL
SPS ENGINEERING
15445 VENTURA BLVD. #63
SHERMAN OAKS, CA 91403
PHONE: (818) 747-7269
CONTACT: SHANT SHAHBAZ M. SC. P. E.
EMAIL: SHANT.SPS@GMAIL.COM
ADDRESS:
1806 W 15TH ST, SANTA ANA, CA 92706
CONTACT:
ARCHITECTURE@ADURESOURCECENTER.COM
(213)408-3821
TITLE 24 ENGINEER
NALSER ENGINEERING
1236 N COLUMBUS AVE, UNIT 04,
GLENDALE, CA 91202
PHONE: (818) 913-7525
CONTACT: SEROP NALBANDIAN, M.SC, PE,
EMAIL: NALSERENGINEERING@GMAIL.COM
GN1
GN2
GD1
GD2 GENERAL DETAILS
S1 FOUNDATION PLAN
S2 ROOF FRAMING PLAN
STRUCTURAL
Sheet
Number Sheet Name
GN1 GENERAL NOTES
GENERAL NOTES
GENERAL DETAILS
S3 DETAILS
S4 DETAILS
T-24
TITLE 24
TITLE 24
T-1
T-2
Sheet
Number Sheet Name
EXISTING SFR CONVERSION ( 146.56 SF) + ADDITION (335.02
SF) TO NEW ONE STORY ATTACHED ADU (491.08 SF)
REMOVE OF PATIO COVER AND RELOCATION OF SFD A/C
CONDENSER, WIN 03 IS REPLACING 3'x3' WINDOW IN THE
EXISTING BEDROOM
1806 W 15TH ST, SANTA ANA, CA 92706
PROJECT DESCRIPTION
PROJECT DESCRIPTION
PROJECT ADDRESS
LEGAL DESCRIPTION
LOT AREA
ZONING INFORMATION
APN/PARCEL ID: 40509124
TRACT 1925 BLOCK LOT 4
6,182 SF
R
CODES
ALLOWABLE ADU HEIGHT 18'
PROPOSED BLDG HEIGHT 16' - 1"
OCCUPANCY TYPE R-3 - RESIDENTIAL - SINGLE
•
•
•
•
•
•
•
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA BUILDING (CBC) AND FIRE CODES
2022 CALIFORNIA TITLE 24 ENERGY REQUIREMENTS (T24)
2022 CALIFORNIA GREEN BUILDING
SANTA ANA MUNICIPLE CODE
COSNTRUCTION TYPE
FIRE SPRINKLERED
(HOUSE)
N/A - MAIN HOUSE NOT SPRINKLERED
FIRE SPRINKLERED (ADU) NO
HIGH FIRE HAZARD AREA NO
FLOOD ZONE NO
TYPE-VB
HILLSIDE AREA NO
EXISTING HOUSE SIZE EXISTING TO REMAIN - NOT PART OF SCOPE
PROPOSED ADU SIZE 491.08 SF
VICINITY AND ASSESSOR MAP
GMGM
(E) ELECTRICAL PANEL 200A
(E) GAS METER
(E) WATER HEATER
(N)EXISTING
CONDENSER UNIT
RELOCATION
(E) UTILITY POLE
PP
ACAC
EP
WH
EXISTING 1 STORY
MAIN SFR 1,304 SF
1806 W. 15TH ST.
SANTA ANA CA. 92706
20
'
-
5
"
22
'
-
7
"
9'
-
0
"
(E) ADDITIONAL
OVER-HANG TO BE
REMOVED
EXISTING GARAGE
(451 SF)
(E) 5'-9" CHAIN LINK
FENCE
(E) CONCRETE
(E) GRASS
(E) LANDSCAPE
5'-2"
8'-9"
9'-2"
60.00' Property line
10
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60.00' Property line
NEW PROPOSED ONE
STORY ATTACHED ADU
(146.56 SF PARTIAL
CONVERSION OF THE
EXISTING + 335.02 SF
ADDITION)
TOTAL 491.08 SF
6'
-
1
1
1
/
2
"
5'
-
3
1
/
2
"
WH(N)CONDENSER UNIT
ACAC
(N) HEAT PUMP
WATER HEATEREA
S
E
M
E
N
T
6'
-
0
"
(E) HARDSCAPE
N
W 15TH ST
5%
5%
(N) CONCRETE
3'
-
4
"
(E
)
L
A
N
S
C
A
P
E
6'
-
0
"
4'-0"
5%
5%
5%
5%
5%
2%
2%
2%
2%
5%
5%5%5%
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:17 PM
A000
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PROJECT INFOMATION
1806 W 15TH ST & 1806 W 15TH ST, UNIT 2, SANTA ANA, CA 92706
ARCHITECTURAL
Sheet
Number Sheet Name
A000 PROJECT INFOMATION
A100 EXISTING SITE PLAN
A101 EXISTING FLOOR PLAN
A102 EXISTING ROOF PLAN
A103 EXISTING ELEVATIONS
A104 EXISTING ELEVATIONS
A110 PROPOSED SITE PLAN
A111 PROPOSED 1ST FLOOR PLAN
A131 ROOF PLAN
A200 ELEVATIONS
A201 ELEVATIONS
A210 SECTIONS
A301 SPECIFICATIONS
A302 SPECIFICATIONS
A303 SPECIFICATIONS
A304
PROJECT INFORMATION
GENERAL
Sheet
Number Sheet Name
G001 GENERAL NOTES
G002 CAL GREEN - LOS ANGELES
G003 CAL GREEN 1
G004 CAL GREEN 2
G005 AGING-IN-PLACE
No. Description Date
SCALE: 1/8" = 1'-0"
SITE PLAN 1
LOT COVERAGE CALCULATION
LOT AREA
35% OF LOT AREA 2,163.7 SF.
EXISTING SFR AREA 1,304 SF.
EXISTING GARAGE 451 SF.
EXISITING TOTAL LOT COVERAGE: 1,755 SF (28.3%)
6,182 SF
NEW PROPOSED ADU 355.90 SF (ADDITION) + 146.56 SF (EXISTING)
NEW TOTAL LOT COVERAGE: 2,110.9 SF (34%)
THE APPLICANT/PROPERTY OWNER SHALL BE
RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY
EASEMENTS AND /OR CLEARANCE ON-SITE THAT MAY
AFFECT THE PROJECT
THE ADU SF / SFD SF RATIO IS FOR PARK AND REC FEE
PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR
THE GIVEN "SFR SF" OF THE EXISTING PRIMARY
RESIDENCE; BUILDING SAFETY STAFF ARE NOT
RESPONSIBLE FOR THE ACCURACY OF THE GIVEN 'SFR
SF' OF THE EXISTING RESIDENCE.
ADU SF / SFD SF RATIO:
491.08 SF / 1157.44 SF = 0.42
Bldg #'s 101119296-97
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:45 PM
G001
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GENERAL NOTES
THE PROJECT SHALL DEMONSTRATE A 2-% REDUCTION IN WATER USE BY
SPECIFYING PLUMBING FIXTURES AND FIXTURES THAT MEET THE FLOW RATES
LISTED BELOW, OR THROUGH A CALCULATION SHOWING A 20% REDUCTION FROM
BASELINE VALUES LISTED IN CALGREEN TABLE 4.303.1.
SHOWERHEADS:1.8 GALLONS PER MINUTE (GPM) 1* @80 psi
LAVATORY FAUCET- RESIDENTIAL: 1.2 GPM @60 psi
KITCHEN FAUCETS:1.8 GPM @60 psi
WATER CLOSETS:1.28 GALLONS PER FLUSH 2*
URINALS:0.125 GALLON PER FLUSH
METERING FAUCETS:0.2 GALLON PER CYCLE
NOTES:
1. THE COMBINED FLOW RATE OF MULTIPLE SHOWER HEADS SHALL NOT EXCEED
THE MAXIMUM FLOW RATE, OR THE SHOWER SHALL BE DESIGNED TO PERMIT ONE
SHOWERHEAD TO BE IN OPERATION AT A TIME.
2. THE EFFECTIVE FLUSH VOLUME FOR DUAL-FLUSH TOILETS IS DEFINED AS THE
COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL
FLUSH.
ELECTRICAL NOTES:
PER 2022 CALIFORNIA ELECTRICAL CODE
A. PANEL LOCATIONS
PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIAL, SUCH
AS CLOTHES CLOSETS, OR IN BATHROOMS (CEC 240-24(D)).
B. NON-METALLIC SHEATHED CABLE (CEC 334)
NON-METALLIC SHEATHED CABLE SHALL BE:
1. PROTECTED BY RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT,ELECTRICAL
METALLIC TUBING, SCHEDULE 80 PVC CONDUIT, PIPE, OR OTHER MEANS WHEN CABLE IS
EXPOSED OR SUBJECT TO PHYSICAL DAMAGE.
(CEC 334.15(B))
2. PROTECTED BY A 1.16 INCH STEEL PLATE OR SLEEVE, OR BE NOT LESS THAN 1-1/4 INCH
FROM THE NEAREST EDGE OF THE FRAMING MEMBER, WHEN INSTALLED THROUGH
FRAMING MEMBERS. STEEL PLATES OR SLEEVES ARE REQUIRED ON ALL DOUBLE SHEAR
WALLS WHEN CABLE IS INSTALLED EITHER THROUGH OR PARALLEL TO FRAMING
MEMBERS (CEC 334.17).
3. PROTECTED BY GUARD STRIPS WITHIN 6FT OF AN ATTIC ACCESS WHEN NO
PERMANENT STAIRS OR LADDERS ARE PROVIDED. (CEC 334.23, 320.23)
3. PROTECTED BY GUARD STRIPS IN THE ENTIRE ATTIC WHEN PERMANENT STAIRS OR
LADDERS ARE PROVIDED. ACCESS PANELS OR DOORS FROM THE SECOND FLOOR INTO
THE ATTIC ARE CONSIDERED PERMANENT ACCESS AND GUARD STRIPS ARE REQUIRED IN
THE ENTIRE ATTIC.
5. HAVE A BENDING RADIUS NOT LESS THAN 5 TIMES THE DIAMETER OF THE CABLE (CEC
334.24).
6. SUPPORTED AT INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12" OF EVERY
OUTLET BOX, JUNCTION BOX, CABINET OR FITTING (CEC 334.30).
C. CIRCUITS AND RECEPTACLES
1.RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY
WALL SPACE IS MORE THAN 6 FT. FROM AN OUTLET, INCLUDING ANY WALL SPACE 2
FT. WIDE OR GREATER. NOTE: A FIXED PANEL OF A SLIDING GLASS DOOR IS CONSIDERED
WALL SPACE.
2. IN KITCHENS, BREAKFAST ROOMS, PANTRIES AND DINING ROOMS A MINIMUM OF 2-20A
CICUITS SHALL BE PROVIDED (CEC 210.11 (C)(1)).
COUNTER SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8 (A)) AND INSTALLED:
- AT EACH WALL COUNTER SPACE THAT IS 12 IN. OR GREATER
(CEC 210.52 (C)(1));
- NO MORE THAN 48 IN. OC. (CEC 210.52 (C)(1));
- MAXIMUM 24 IN. FROM THE END OF THE COUNTER (CEC 210.52 (C)(1));
- MAXIMUM 20 IN. ABOVE COUNTER SURFACE (CEC 210.52 (C)(3));
- ON ISLAND COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN. BELOW
COUNTER SURFACE (CEC 210.52 (C)(3) EXCEPTION). AN ISLAND WITH LESS THAN 12"
BEHIND A RANGE TOP OF SINK IS CONSIDERED AS DIVIGING THE COUNTERTOP INTO TWO
SEPARATE SPACES (CEC 210.52 (C)(3)).
- ON PENINSULAR COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN.
BELOW COUNTER SURFACE (CEC) 210.52 (C)(3) EXCEPTION));
3. BATHROOMS SHALL HAVE A SEPARATE 20A CIRCUIT (CEC 210.11 (C)(3)) WITH AT LEAST
ONE GFCI WALL RECEPTCLE WITHIN 36 IN. OF EACH BASIN (CEC 210.8 (A)(1); CEC 210.52
(D)).
4. LAUNDRY ROOMS SHALL HAVE A SEPARATE 20A CIRCUIT WITH AT LEAST ONE
RECEPTACLE SHALL BE PROVIDED (CEC 210.11 (C)(2)). ALL RECEPTACLES WITHIN 6 FT. OF
A SINK SHALL BE GFCI (CEC 210.52(F)).
5. IN GARAGES, AT LEAST ONE GFCI RECEPTACLE SHALL BE PROVIDED
(CEC 210.52 (G)). ALL OTHER GARAGE RECEPTACLES EXCEPT THOSE DEDICATED TO AN
APPLIANCE OR THAT ARE NOT READILY ACCESSIBLE SHALL BE GFCI. (CEC 210.8 (A)(2))
PER 2022 CALIFORNIA ELECTRICAL CODE
6. IN HALLWAYS OF 10 FT. OR MORE IN LENGTH, AT LEAST ONE RECEPTACLE SHALL BE PROVIDED
(CEC 210.52 (H)).
7. OUTDOOR OUTLETS SHALL BE GFCI (CEC 210.8 (A) (3)). ONE OUTLET SHALL BE INSTALLED AT
THE FRONT OF THE DWELLING AND ONE AT THE REAR OF THE DWELLING. RECEPTACLES SHALL
BE ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6-1/2 FT. ABOVE GRADE (CEC 210.52 (E)).
8. ALL CRAWL SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8(A)(4)).
9. ALL UNFINISHED BASEMENT RECEPTACLES SHALL BE GFCI UNLESS THEY ARE NOT READILY
ACCESSIBLE OR ARE SERVICE A DEDICATED APPLIANCE (CEC 210.8 (A)(5)).
10. ALL RECEPTACLES WITHIN 6FT. OF A WET BAR SHALL BE GFCI
(CEC 210.8(A)(7)).
11. ALL RECEPTACLES ON 15A OR 20A BRANCH CIRCUITS THAT SUPPLY FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY
COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTERS (AFCI), INCLUDING SWITCHED OUTLETS
(CEC 210.12(B)).
12. ALL RECEPTACLES SERVING APPLIANCES OR MOTORS WITH A RATING OF 1 HP OR 6 AMPS
SHALL BE ON A SEPARATE CIRCUIT.
13. FOR HVAC EQUIPMENT, A SEPARATE 15A OR 20A CIRCUIT WITH AN ACCESSIBLE RECEPTACLE
AT THE EQUIPMENT SHALL BE PROVIDED WITHIN 25 FT OF THE EQUIPMENT (CEC 210.63). IF
LOCATED IN AN UNDER FLOOR AREA, THE RECETACLE SHALL BE GFCI (CEC 210.8 (4)).
D. LIGHTING (CEC 210.70)
1. SWITCHED LIGHTING SHALL BE INSTALLED IN:
- ALL HABITABLE ROOMS, BATHROOMS, HALLWAYS, AND STAIRWAYS AT EACH LEVEL,
- AT ALL OUTDOOR ENTRANCES AND EXITS,
- IN ALL ATTICS, UNDER FLOOR AREAS, UTILITY ROOMS AND BASEMENTS USED FOR STORAGE,
- NEAR HVAC EQUIPMENT IN ATTIC, UNDER FLOOR AREAS, ROOMS OR BASEMENTS, WITH A
SWITCH AT THE ACCESS POINT.
2. LIGHTING INSTALLED IN A CLOSET SHALL BE A SURFACE MOUNTED OR RECESSED
FLUORESCENT FIXTURE OR A SURFACE MOUNTED INCANDESCENT FIXTURE WITH COMPLETELY
ENCLOSED LAMPS OR RECESSED INCANDESCENT FIXTURE WITH COMPLETELY ENCLOSED
LAMPS. SURFACE INCANDESCENT LIGHTING SHALL BE INSTALLED A MINIMUM OF 12 IN. FROM THE
NEAREST POINT OF A STORAGE SPACE. SURFACE FLUORESCENT LIGHTING AND RECESSED
LIGHTING SHALL BE INSTALLED A MINIMUM OF 6 IN. FROM THE NEAREST POINT OF A STORAGE
SPACE. (CEC 410.16.(C)).
E. FANS
IN BATHROOMS CONTAINING TUBS OR SHOWERS, A FAN CAPABLE OF EXHAUSTING 50 CFM SHALL
BE INSTALLED (ENERGY STANDARDS 150 (O)).
F. SMOKE ALARMS
IN NEW CONSTRUCTION, SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING. THE WIRING SHALL BE PERMANENT AND INSTALLED WITHOUT A
DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION (CBC
[F] 907.2.11.6).
STORM WATER MANAGEMENT:
1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE
TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE
COURSES OR WINDS.
2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED
FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH
THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED
STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP
IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE
DRAINAGE SYSTEM.
4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER
ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE.
5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER
DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL
THEY CAN BE DISPOSED OF AS SOLID WASTE.
6. TRASH AND CONSTRUCTOIN RELATED SOLID WASTES MUST BE DEPOSITED INTO A CONVERED
RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPEARSAL BY WIND.
7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.
THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS
FROM BEING DEPOSITED INTO THE PUBLIC WAY.
8. ACCIDENTAL DESPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN
BY RAIN OR OTHER MEANS.
9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS
TO INHIBIT EROSION BY WIND AND WATER.
10. SCHEDULE CONSTRUCTION ACTIVITY TO REDUCE AREA AND DURATION OF SOIL EXPOSED TO
EROSION BY WIND, RAIN, RUNOFF AND VEHICLE TRACKING.
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC, CRC, CMC, CPC, AND
CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND THIS
JURISDICTION.
2. SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING, SHORING,
GRADING, AND DEMOLITION.
3. ALL PROPERTY LINES, EASEMENTS, AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS
SITE PLAN.
4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE
INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. (BMC 9-1-1-3302.3)
5. WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST.
6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305)
7. THE FINISH GRADE SHALL SLOPE A MIN. OF 5%, OR 6", TO A POINT 10 FEET FROM BUILDING
FOUNDATION, OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE
FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3)
8. THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE
STREET GUTTER A MINIMUM OF 12" PLUS 2%. (CRC R403.1.7.3)
GENERAL NOTES:
FOUNDATION NOTES:
SECURITY REQUIREMENTS:
1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE
OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE
DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE
VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706)
2. SCREENS, BARRICADES, OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN
CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR
SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR ACCESS STRUCTURES. (6707)
3. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION.
(6709.1) DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE
JAMB, OR JOINED BY RABBET TO THE JAMB. (6709.4)
4. EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENT HOUSE SHALL BE PROVIDED WITH
INCANDESCENT LIGHT BULB (60 WATT MIN) AT A MAXIMUM HEIGHT OF 8 FEET ON THE EXTERIOR
SIDE OF THE UNIT. (6708)
5. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE
PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE
PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD
CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO
LESS THAN 2-1/2" LONG. (6709.5, 6709.7)
6. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED
LOCKS ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL
KNOWLEDGE, OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, M AND S OCCUPANCIES). (6709.2)
7. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS
THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM
THROW OF 3/4". (6709.2)
8. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 INCH THICK WITH SHAPED
PORTIONS OF THE PANELS NOT LESS THAN 1/4 INCH THICK, AND INDIVIDUAL PANELS MUST BE NO
MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS
EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2
INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS
OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES IN WIDTH. (6709.1 ITEM 2)
9. SLIDING GLASS DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE
MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL FROM THE TRACK
WHILE IN THE CLOSED POSITION. (6710)
10. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO
CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
THE TESTS SPECIFIED IN SEC. 6717.1
11. METAL OR WOODEN OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER
LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE BOLTED, HARDENED
STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED
ELECTRICALLY OPERATED. (6711)
12. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE
DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL
CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS
OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712)
13. IN GROUP B, F, M, AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION
GREATER THAN 6 IN. BUT LESS THAN 48 IN, SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED
BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METAL BARS OR GRILLES. (6714)
14. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED AND
LOCKED POSITION, SHALL BE FULLY TEMPERED GLASS OR
APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS
OR GRILLES HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT
APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.
(6713)
15. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS
THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE
HUMAN ENTRY. (6715.3)
16. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN
GROUP B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS,
AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED
STEEL HASPS. (6715.2)
17. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICE IN THE UPPER CHANNEL OF THE
MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL IN THE CLOSED OR
PARTIALLY OPEN POSITION. (6715.1)
18. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO
CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
THE TESTS SPECIFIED IN SEC. 6717.2.
19. ANY RELEASE FOR METAL BARS, GRILLES, GRATES OR SIMILAR DEVICES CONSTRUCTED TO
PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE
ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL
BARS, GRILLES, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION.
(6715.4)
20 ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF
NOT LESS THAN 6 INCHES IN ONE DIMENSION. (6716)
1. CONCRETE STRENGTH FOR FOUNDATION SHALL BE 2,500 PSI MIN. (CRC R404.1.3.3.1. TABLE
R402.2)
2. MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR TOP AND BOTTOM (CRC R403.1.3).
3. MINIMUM ANCHOR BOLT SIZE AND SPACING SHALL BE 5.8" DIA. AB @ 72" OC., WITH 7"
EMBEDMENT, AND 3" X 3" X 1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE LOCATED A
MAXIMUM OF 12" AND 4 1/2" MINIMUM FROM THE END OF THE PLATE (CRC R403.1.6, R602.11.1).
WATER CONSERVATION:
ELECTRICAL NOTES:
A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO
ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS,
VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP.
THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE
LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE
DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE
BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE
PLUMBING PERMIT IS REQUIRED).
C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN
APPROVED SEWAGE DISPOSAL SYSTEM (R306.3).
D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING
MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN
APPROVED WATER SUPPLY (R306.4).
E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER
COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES
SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2).
F. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS
AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
G. UNIT SKYLIGHTS SHALL BE LABELED BY A HATHORNEWOOD CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND
PERFORMANCE GRADE RATING. (RESEARCH REPORT NOT REQUIRED). (R308.6.9)
H. WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3, LAPC)
I. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A
PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30
SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A
MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (6109 OF LABC)
J. FOR EXISTING POOL ON SITE, PROVIDE ANTI– ENTRAPMENT COVER MEETING THE CURRENT ASTM
OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE
FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977. (3162B)
K. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL
325. (R309.4)
L. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN
OCCUPANCY, UPON THE OWNER’S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR
ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2)
M. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE
THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED
GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN
ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE
SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2)
N. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY
MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE
PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
(R303.1)
O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE
AVAILABLE AT THE JOB SITE
P. PROVIDE (70) (72) INCH HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED
SHATTER RESISTANT MATERIALS FOR SHOWER ENCOSURE. (1209.2.2, 2406.4.5, R307.2, R308.4)
1. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE
FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)
2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT
THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING
SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)
1. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR
AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR
DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO
THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL
DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY
POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP
AND LOW BATTERY SIGNAL. (R314)
2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN
SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING
UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED
OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
(R315)
FIRE-RESISTANCE RATED CONSTRUCTION:
FIRE PROTECTION:
1. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. (CALIF.
PLUMB. CODE 407.6)
2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. CODE 407.6)
3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE
PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM
EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)
4. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°F AT A
POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS
AT THE DESIGN TEMPERATURE. (R303.9)
1. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION 1505.
3. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE
HUMAN IMPACT LOADS OF SECTION 2406.1 (SEE EXCEPTIONS):
A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOOR ASSEMBLIES.
B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR
WALKING SURFACE.
C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING
CONDITIONS: 1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2)
BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3) TOP EDGE GREATER THAN 36 INCHES
ABOVE THE FLOOR. 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF
THE GLAZING.
G. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE
THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF
STAIRS AND RAMPS.
5. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A
MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (1804.4).
6. DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN
SECTION R406.1.
8. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED
BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY. (502.1)
9. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE
LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD
THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT,
PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
10. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT
EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED
BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF HATHORNEWOOD TO REMOVE ANY
GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306)
INTERIOR ENVIRONMENT:
BUILDING ENVELOPE:
GENERAL NOTES:
No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:29 PM
A304
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WINDOW SPECIFICATIONS
No. Description Date
1806 W 15th St &
Unit #25/1/2025
WH
W/D
EXISTING FLOOR
PLAN LEGEND
EXISTING WALL
DEMO
AA
CC
GMGM
(E) GAS METER
EXISTING 1 STORY
MAIN SFR 1,304 SF
(E) FENCE TO BE
DEMOLISHED
(E) FENCE AND GATE
TO BE DEMOLISHED
N
PROPERTY LINE
60'-0"
PR
O
P
E
R
T
Y
L
I
N
E
10
2
'
-
0
"
(E) WATER HEATER
WH
W 15TH ST
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:18 PM
A100
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EXISTING SITE PLAN
No. Description Date
SCALE: 3/16" = 1'-0"
EXISTING SITE PLAN 1
1806 W 15th St &
Unit #25/1/2025
WH
W/D
32
'
-
4
"
3'
-
8
"
3'-0"
5'
-
1
1
"
9'
-
5
1
/
2
"
8'
-
3
"
8'
-
8
1
/
2
"
3'-5 1/2"2'-9 1/2" 5'-3"6'-3 1/2"6'-1 1/2"
9'
-
7
1
/
2
"
12
'
-
6
"
4'
-
6
1
/
2
"
11'-3"10'-10"
20
'
-
2
"
6'
-
1
1
"
9'
-
8
"
7'
-
0
1
/
2
"
10
'
-
6
1
/
2
"
7'-10 1/4"9'-3 1/4"7'-4 1/2"11'-10 1/2"5'-8 1/2"
42'-1"
34
'
-
2
"
8'-9"
9'-2"
5'-3"32'-8"
EXISTING
CONCRETE SLAB
(E) WINDOW TO BE
DEMOED
D02
D06
9
9
16
D06
5
D06
9
6
14
D02
63
D62 D62
19
'
-
4
"
21'-3"
29'-3"
13
'
-
8
"
9'-0"
9'-0"7'-11"
6'
-
6
"
10
'
-
6
"
14'-2"
11'-7"
10
'
-
8
"
1'-7"3'
-
7
"
5'-6"2'
-
5
"
3'-8"
9'
-
6
"
4'-9 1/2"2'-3 1/2"
10
'
-
6
"
11'-7"
4'
-
3
"
2'-6"
(E) GARAGE
EXISTING LIVING
AND DINING
(E) BEDROOM
(E) BEDROOM(E) BEDROOM(E) KITCHEN
(E) ENTRY
(E) BATHROOM
N
(E) WALL CONVERT
TO A DOOR
OPENING
EXISTING FLOOR
PLAN LEGEND
EXISTING WALL
DEMO
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:18 PM
A101
EX
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2
7
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6
EXISTING FLOOR PLAN
SCALE: 1/4" = 1'-0"
EXISTING FLOOR PLAN & DEMO 1
No. Description Date
1 Revision 1 Date 1
1806 W 15th St &
Unit #25/1/2025
W/D
5 3/8" / 1'-0"5 3/8" / 1'-0"
2'-0"
2'
-
0
1
/
4
"
2'-0"
2'-0"
EXISTING 1 STORY
MAIN SFR 1,304 SF
4"
/
1
'
-
0
"
4"
/
1
'
-
0
"
4"
/
1
'
-
0
"
N
2'
-
0
"
(E) ADDITIONAL
OVER-HANG TO BE
REMOVED
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:18 PM
A102
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I
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T
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S
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S
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(
1
4
6
.
5
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)
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(
3
3
5
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8
SF
)
18
0
6
W
1
5
T
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I
T
2
,
S
A
N
T
A
AN
A
,
C
A
9
2
7
0
6
EXISTING ROOF PLAN
No. Description Date
SCALE: 1/4" = 1'-0"
EXISTING ROOF PLAN 1
Jia Y.
1806 W 15th St &
Unit #25/1/2025
TOP HEIGHT13' - 9"
GARAGE FLOOR0' - 0"
GARAGE PLATE
8' - 0"
(E) FLOOR1' - 4"
(E) PLATE9' - 4"
(E) RIDGE16' - 1"
(N) EXTERIOR FINISHES TO
MATCH EXISTING STUCCO /
TRIM IN TYPE & COLOR TO
BE COMPATIBLE WITH THE
PRIMARY RESIDENCE (OR
APPD. SIM. V.I.F.)
EXISTING ROOF
(E) CONCRETE SLAB
FINISH GRADE-0' - 4"
GARAGE FLOOR
0' - 0"
GARAGE PLATE
8' - 0"
(E) FLOOR
1' - 4"
(E) PLATE
9' - 4"
(E) RIDGE16' - 1"EXISTING ROOF
2'
-
4
3
/
4
"
EXITING TRIM, SIDING AND SHUTTER ONLY ON THE WALLS FACING THE
STREET
FINISH GRADE-0' - 4"
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:19 PM
A103
EX
I
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T
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S
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S
I
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N
(
1
4
6
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5
6
S
F
)
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(
3
3
5
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A
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(
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9
1
.
0
8
SF
)
18
0
6
W
1
5
T
H
S
T
,
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I
T
2
,
S
A
N
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A
AN
A
,
C
A
9
2
7
0
6
EXISTING ELEVATIONS
No. Description Date
SCALE: 1/4" = 1'-0"
EXISTING EAST ELEVATION 1
SCALE: 1/4" = 1'-0"
EXISTING WEST ELEVATION 2
1806 W 15th St &
Unit #25/1/2025
TOP HEIGHT13' - 9"
GARAGE FLOOR
0' - 0"
GARAGE PLATE8' - 0"
(E) FLOOR
1' - 4"
(E) PLATE9' - 4"
(E) RIDGE16' - 1"EXISTING SHINGLE ROOF
FINISH GRADE-0' - 4"
TOP HEIGHT
13' - 9"
GARAGE FLOOR0' - 0"
GARAGE PLATE8' - 0"
(E) FLOOR1' - 4"
(E) PLATE9' - 4"
(E) RIDGE
16' - 1"
EXISTING ROOF
EXITING TRIM, SIDING AND SHUTTER ONLY ON THE WALLS FACING THE
STREET
FINISH GRADE-0' - 4"
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:20 PM
A104
EX
I
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T
I
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G
S
F
R
CO
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V
E
R
S
I
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(
1
4
6
.
5
6
S
F
)
+
A
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D
I
T
I
O
N
(
3
3
5
.
0
2
S
F
)
TO
N
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W
O
N
E
S
T
O
R
Y
AT
T
A
C
H
E
D
A
D
U
(
4
9
1
.
0
8
SF
)
18
0
6
W
1
5
T
H
S
T
,
U
N
I
T
2
,
S
A
N
T
A
AN
A
,
C
A
9
2
7
0
6
EXISTING ELEVATIONS
No. Description Date
SCALE: 1/4" = 1'-0"
EXISTING NORTH ELEVATION 1
SCALE: 1/4" = 1'-0"
EXISTING SOUTH ELEVATION 2
1806 W 15th St &
Unit #25/1/2025
W/D
GMGM
(E) ELECTRICAL PANEL 200A
(E) GAS METER
(E) WATER HEATER
(N)EXISTING
CONDENSER UNIT
RELOCATION
(E) UTILITY POLE
PP
ACAC
EP
WH
EXISTING 1 STORY
MAIN SFR 1,304 SF
1806 W. 15TH ST.
SANTA ANA CA. 92706
20
'
-
5
"
22
'
-
7
"
9'
-
0
"
(E) ADDITIONAL
OVER-HANG TO BE
REMOVED
EXISTING GARAGE
(451 SF)
(E) 5'-9" CHAIN LINK
FENCE
(E) CONCRETE
(E) GRASS
(E) GRASS
5'-2"
8'-9"
9'-2"
60.00' Property line
10
2
.
0
0
'
P
r
o
p
e
r
t
y
l
i
n
e
10
2
.
0
0
'
P
r
o
p
e
r
t
y
l
i
n
e
60.00' Property line
NEW PROPOSED ONE
STORY ATTACHED ADU
(146.56 SF PARTIAL
CONVERSION OF THE
EXISTING + 335.02 SF
ADDITION)
TOTAL 491.08 SF
6'
-
1
1
1
/
2
"
5'
-
3
1
/
2
"
WH(N)CONDENSER UNIT
ACAC
(N) HEAT PUMP
WATER HEATEREA
S
E
M
E
N
T
6'
-
0
"
(E) HARDSCAPE
N
7
1
/
4
"
W 15TH ST
(E) GRASS
(N) CONCRETE
5%
5%
5%
5%
5%
2%
2%
5%
5%5%5%
(N) ADU
(E) DWELLING
SITE LEGEND
(E) PROPERTY LINE
D
GMGM
(E) ELECTRICAL PANEL
(E) GAS METER
(E) WATER HEATER
(E) CONDENSER UNIT
(E) WATER METER
(E) UTILITY POLE
(E) CLEANOUT
P
P
A
C
EP
WH
WM
GRASS/TURF
CONCRETE
EASEMENT AREA
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:20 PM
A110
EX
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T
I
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S
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S
I
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(
1
4
6
.
5
6
S
F
)
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(
3
3
5
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0
2
S
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)
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W
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S
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O
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Y
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T
A
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(
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9
1
.
0
8
SF
)
18
0
6
W
1
5
T
H
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T
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2
,
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T
A
AN
A
,
C
A
9
2
7
0
6
PROPOSED SITE PLAN
No. Description Date
SCALE: 3/16" = 1'-0"
SITE PLAN 1
1806 W 15th St &
Unit #25/1/2025
WH
W/
D
W/D
.
D
2
2.
.
.
.
.
.
.
.
.
GF
C
I
GF
C
I
GFCI GFCIGFCIGFCIGFCI
GF
C
I
.
42"
WP
GFI
.
(N) LIVING
(N) VAULTED
(N) BATH
PA
N
T
R
Y
(E) BEDROOM
(N
)
C
L
O
S
E
T
7'-8 1/2"
5'
-
5
"
10
'
-
6
"
3'
-
0
"
4'
-
3
"
4'
-
0
"
4'-0"
VALETED CEILING
3'-0"
5'
-
1
0
"
NEW CONCRETE
SLAB EXTENSION
EXISTING
CONCRETE SLAB
5'
-
3
1
/
2
"
7'
-
2
"
(E) FLOOR PLAN (NOT PART OF THE SCOPE)
3'
-
8
1
/
2
"
8'
-
1
"
5'
-
2
1
/
2
"
4'-9"(N) OPENING TO THE
EXISTING WALL
20'-1"
6'
-
8
1
/
2
"
6'
-
8
1
/
2
"
4'
-
8
"
3'-5 1/2"2'-11"8'-6 1/2"4'-4"
D06
D02
D62
D03
W40
W274D69
W73
D05
D05
(N) HEAT PUMP
WATER HEATER
WH
(N)
22"X30"
MIN ATTIC
ACCESS
2'-7"
30" MIN.
24
"
M
I
N
N
(N)EXISTING
CONDENSER UNIT
RELOCATION
ACAC
(N)CONDENSER UNIT
ACAC
2'
-
4
"
1'
-
7
"
1'
-
7
"
EGRESS DOOR
SHALL NOT BE
MORE THAN 1 1/2"
LOWER THAN THE
TOP OF THE
THRESHOLD
EGRESS DOOR
SHALL NOT BE
MORE THAN 1 1/2"
LOWER THAN THE
TOP OF THE
THRESHOLD
CD
OCCUPANT
SENSOR
MIN. EXHAUST RATE:
GAS RANGE 280 CFM
ELECTRIC RANGE 160 CFM
NO GAS HOOK UP AT STOVE
(ELECTRIC RANGE)
D06
W40
-
---
1
A111
2
A111
IAQ FAN & BATHROOM
EXHAUST MIN 50 CFM,
MAX. 1 SONES. DUCTED TO
OUTSIDE AND CONTROLLED
BY HUMIDSTAT.
THE FANS STAY ON
THE SWITCH IDENTIFYING
THIS AS THE WHOLE HOUSE
IAQ FAN AND TO RUN AT ALL
TIMES THE HOUSE IS OCCUPIED
2'
-
6
1
/
4
"
5'
-
0
"
2'
-
1
1
1
/
2
"
-
---
1
A111
LA
N
D
I
N
G
NOTE:
FLOOR PLAN LEGEND
ENERGY STAR EXHAUST MIN 50 CFM DUCTED TO
OUTSIDE AND CONTROLLED BY HUMIDISTAT
SMOKE DETECTOR/CARBON MONOXIDE
EXISTING WALL
EXTERIOR LIGHT FIXTURE
NEW WALL
1-HR FIRE RATED WALL
LED DOWNLIGHT FIXTURE
(E) PROPERTY LINE
AFCI DUPLEX
GFCI/AFCI DUPLEX
WEATHERPROOF GFCI/AFCI DUPLEX
AFCI DUPLEX @ 42" ABOVE FINISHED FLOOR
ENERGY STAR EXHAUST 100 CFM
INSULATION PER T24
*UL U305 FIRE RATING STC
5/8" GYPSUM BOARD TYPE X EACH SIDE, SCREW 8" O.C.
END JOINTS
RESILIENT CLIP AT EA. STUD OR RESILIENT CHANNELS --
ONE SIDE
2X WOOD STUD
NOTE:
1 HOUR SEPARATION GOES FROM FOUNDATION TO THE
UNDERSIDE OF THE ROOF SHEATING
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 4:23:37 PM
A111
EX
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S
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R
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N
V
E
R
S
I
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(
1
4
6
.
5
6
S
F
)
+
A
D
D
I
T
I
O
N
(
3
3
5
.
0
2
S
F
)
TO
N
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W
O
N
E
S
T
O
R
Y
AT
T
A
C
H
E
D
A
D
U
(
4
9
1
.
0
8
SF
)
18
0
6
W
1
5
T
H
S
T
,
U
N
I
T
2
,
S
A
N
T
A
AN
A
,
C
A
9
2
7
0
6
PROPOSED 1ST FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED 1ST FLOOR PLAN 1
12" = 1'-0"
1- HOUR EXTERIOR STUCCO WALL
No.Description Date
DOOR SCHEDULE
Type Mark Width Height Count Type Comments U-FACTOR Phase Created Description
D02 2' - 8"6' - 8"1 SWING New Construction
D03 2' - 8"6' - 8"1 BI-FOLD New Construction
D05 2' - 10"8' - 0"2 OPENING New Construction
D06 2' - 0"6' - 8"1 CLOSET SWING DOOR New Construction
D62 3' - 0"6' - 8"1 SWING 0.2 New Construction
D69 5' - 8"6' - 8"1 DOUBLE SWING 0.2 New Construction
WINDOW SCHEDULE
Type Mark Width Height Head Height Sill Height Count Type Comments Description SHGC U-Factor Phase Created
W40 3' - 0"3' - 0"6' - 8"3' - 8"2 HUNG 0.23 0.3 New Construction
W73 5' - 0"5' - 0"6' - 8"1' - 8"1 HUNG 0.23 0.3 New Construction
W274 5' - 0"3' - 10"6' - 8"2' - 10"1 HUNG 0.23 0.3 New Construction
NEWLY CONSTRUCTED DWELLINGS SHALL COMPLY WITH AGING-IN-
PLACE AND FALL PREVENTION (CRC R327):
1. AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE
PROVIDED WITH REINFORCEMENT FOR GRAB BARS, WHERE THERE IS
NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON
THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH
CRC R327.1.1. PROVIDE CONSTRUCTION DETAIL SHOWING COMPLIANCE
WITH THIS REQUIREMENT.
2. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS
SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF
THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE
BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. CRC R327.1.2
3. DOORBELL BUTTONS SHALL NOT BE INSTALLED MORE THAN 48"
ABOVE EXTERIOR FLOOR OR LANDING. CRC R327.1.4
INDOOR LIGHTING CONTROLS NOTE:
1. ADDS AUTO-OFFCONTROLS FOR LIGHTING IN DRAWERS AND
CABINETS
2. UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED
SEPARATE FROM CEILING LIGHTING.
3. LIGHTING IN HAVITABLE SPACES SHALL HAVE ACCESSIBLE WALL-
MOUNTED DIMMING CONTROLS.
1" = 1'-0"
1-HR, FIRE RATING INTERIOR WALL
2
1
NOTE:
SEE SHEET A304 AND A305 FOR DOOR AND WINDOW SPECIFICATION
AGING IN PLACE REQUIREMENTS ON SHEET G005
1806 W 15th St &
Unit #25/1/2025
W/D
2
A210
1
A210
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4" / 1'-0"
4"
/
1
'
-
0
"
4"
/
1
'
-
0
"
5 3/8" / 1'-0"5 3/8" / 1'-0"
N
4" / 1'-0"
8'-2"
3'-0"
5'
-
0
"
34'-11"
---
-1
A131
NEW CLASS "A" ASPHALT SHINGLE ROOF
ESR-1475
MATCH WITH EXISTING
(CONTRACTOR TO VERIFY)
SEE SHEET A302 FOR SPEC
LOUVER STATIC
VENT
LOUVER STATIC
VENT
(E) CHIMNEY
EAVE VENT W.U.I.
APPROVAL SEE SHEET
A305 FOR SPECIFICATION
EAVE VENT W.U.I.
APPROVAL SEE SHEET
A305 FOR SPECIFICATION
ATTIC AREA
216.15 SF
VAULTED AREA
266 SF
(E) ROOF
ROOF LEGEND
ATTIC AREA: AREA 216.15 SF
(E) PROPERTY LINE
DEMO ROOF
(N) ROOF
(E) 1 HR RATED EAVE
VAULTED AREA : AREA 266 SF
APPROVED ROOF COVERING
SEE SHEET A131 & A302
2X BLOCKING
2X FRAMING @ 24" O/C MAX.
METAL DRIP EDGE
2X FASCIA TO BE COVERED W.
CEMENT BD.
7/8" STUCCO IGNITION RESISTIVE
CONSTRUCTION PER COUNTY
BUILDING CODE SEC. 704A.3
NOTE: ALL JOINTS MUST BE TIGHT FITTING AND CAULKED
APPROVED ROOF COVERING
SEE SHEET A131 & A302
AREA VENT AREA
@150/S.F.VENT TYPE NFA QTY TOTAL VENT
AREA
TOTAL VENT AREA PROVIDED:
ATTIC AREA: 4x60= 240 SQ.IN > 207 SQ.IN OK
VAULTED AREA: 40x75= 300 SQ.IN > 255 SQ.IN OK
216.15 S.F.1.44 S.F.60 SQ.IN.240 SQ.IN.LOUVER STATIC
VENT
EAVE VENT (W.U.I.)
APPROVED
VENTILATION TABLE
VENT AREA
@150/S.F. X144 SQ.IN
207.5 SQ.IN.
SPACE
ATTIC SPACE 4
VAULTED SPACE/
ENCLOSED RAFTER 266 S.F.1.77 S.F.255 SQ.IN. 75 SQ.IN.4 300 SQ.IN.
LOUVER STATIC VENT
EAVE VENT 7.5"x14" W.U.I.
SEE SHEET A305 FOR ROOF VENT SPECIFICATION
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 4:13:34 PM
A131
EX
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V
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S
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(
1
4
6
.
5
6
S
F
)
+
A
D
D
I
T
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N
(
3
3
5
.
0
2
S
F
)
TO
N
E
W
O
N
E
S
T
O
R
Y
AT
T
A
C
H
E
D
A
D
U
(
4
9
1
.
0
8
SF
)
18
0
6
W
1
5
T
H
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T
,
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2
,
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A
AN
A
,
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A
9
2
7
0
6
ROOF PLAN
SCALE: 1/4" = 1'-0"
PROPOSED ROOF PLAN 1
No.Description Date
1778.35 SQFT
1" = 1'-0"
1-HR, FIRE RATING VAULTED CEILING & VENTILATION 1
1/4" = 1'-0"
VENTILATION CALC
1806 W 15th St &
Unit #25/1/2025
GRADE-0' - 8"
TOP HEIGHT
13' - 9"
GARAGE FLOOR0' - 0"
GARAGE PLATE8' - 0"
(E) FLOOR
1' - 4"
(E) PLATE
9' - 4"
(E) RIDGE16' - 1"
(N) EXTERIOR FINISHES TO
MATCH EXISTING STUCCO /
TRIM IN TYPE & COLOR TO
BE COMPATIBLE WITH THE
PRIMARY RESIDENCE (OR
APPD. SIM. V.I.F.)
NEW SHINGLE ROOF
EXISTING ROOF
(E) CONCRETE SLAB
(N) CONCRETE LANDING EXTENSION
(N) UNDERFLOOR ACCESS
1'-6"
11
"
2'-0"
1'
-
6
"FINISH GRADE-0' - 4"
ADU UNDERFLOOR AREA = 481.58 SQ. FT.
481.58 SQ. FT. / 150 = 3.21 SQ. FT.
3.21 SQ. FT. X 144 SQ. IN. = 462.24 SQ.IN.
REQUIRED VENTILATION = 462.24 SQ.IN.
PROVIDED ROOF EXHAUST:
MASTER FLOW AUTOMATIC OPEN/CLOSE FOUNDATION VENT
NFA = 57 SQ IN. X 9 = 513 SQ.IN.
THE TOTAL PROVIDED INTAKE/EXHAUST > REQUIRED
513 >462.24 SQ.IN.
MASTER FLOW AUTOMATIC OPEN/CLOSE FOUNDATION VENT
NET FREE AREA = 57 SQ.IN.
UNDERFLOOR VENTILATION CALCULATIONS
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:22 PM
A200
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6
ELEVATIONS
1/4" = 1'-0"
EAST ELEVATION
No. Description Date
1/4" = 1'-0"
WEST ELEVATION
1806 W 15th St &
Unit #25/1/2025
TOP HEIGHT13' - 9"
GARAGE FLOOR0' - 0"
GARAGE PLATE
8' - 0"
(E) FLOOR
1' - 4"
(E) PLATE
9' - 4"
(E) RIDGE16' - 1"
(N) EXTERIOR FINISHES TO MATCH EXISTING
STUCCO / TRIM IN TYPE & COLOR TO BE
COMPATIBLE WITH THE PRIMARY RESIDENCE (OR
APPD. SIM. V.I.F.)
NEW SHINGLE ROOF EXISTING ROOF
FINISH GRADE-0' - 4"
GRADE-0' - 8"
TOP HEIGHT13' - 9"
GARAGE FLOOR
0' - 0"
GARAGE PLATE8' - 0"
(E) FLOOR1' - 4"
(E) PLATE9' - 4"
(E) RIDGE16' - 1"
(N) EXTERIOR FINISHES TO
MATCH EXISTING STUCCO /
TRIM IN TYPE & COLOR TO BE
COMPATIBLE WITH THE
PRIMARY RESIDENCE (OR
APPD. SIM. V.I.F.)
NEW SHINGLE ROOF
EXISTING ROOF
(N) CONCRETE SLAB EXTENSION
1'-6"
11
"
1'-6"
11
"
1'-6"
11
"
3'-0"
FINISH GRADE-0' - 4"
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:22 PM
A201
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6
ELEVATIONS
No. Description Date
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
NORTH ELEVATION
1806 W 15th St &
Unit #25/1/2025
GRADE
-0' - 8"
(E) FLOOR1' - 4"
(E) PLATE9' - 4"
(E) RIDGE
16' - 1"
NEW SHINGLE ROOF VALTED CEILING
(N) KITCHEN(N) BATHROOM(N) LAUNDRYR15 INSUL.
WALL TO ROOF
PER STRUCTURAL
*NOTE*
OWNER OR CONTRACTOR TO VERIFY (E) FOUNDATION & INSPECT FOR DAMAGE. IF DAMAGED, FOUNDATION & FOOTINGS SHALL BE REPAIRED/REPLACED,
STRUCTURAL PLAN SHALL BE REVISED TO SHOW THE REPLACEMENT OF PORTION OF EXISTING FOOTING WITH NEW FOOTING AND THE REVISED PLAN IS
REQUIRED TO BE SUBMITTED AS A REVISION TO CITY BUILDING AND SAFETY DIVISION FOR REVIEW AND APPROVAL
8'
-
0
"
6'
-
8
"
R30 INSUL.
C.J. PER STRUCTURALR.R. PER STRUCTURAL
8"
1'
-
6
"
2'
-
0
"
FINISH GRADE
-0' - 4"
(N) WOOD LANDING
AND STAIRS
R15 INSUL.
GRADE-0' - 8"GARAGE FLOOR
0' - 0"
(E) FLOOR1' - 4"
(E) PLATE9' - 4"
(E) RIDGE16' - 1"
8'
-
0
"
8'
-
0
"
(E) WINDOW TO BE
DEMOED
VALTED CEILING
(N) LIVING (N) BATHROOM
(E) BEDROOM
R30 INSUL.
C.J. PER STRUCTURALR.R. PER STRUCTURAL
WALL TO ROOF
PER STRUCTURAL
HOLD
DOWN/ANCHOR
PER STRUCTURAL
(N) FOOTING PER STRUCTURAL
11
'
-
6
1
/
2
"
1'
-
8
"
*NOTE*
OWNER OR CONTRACTOR TO VERIFY (E) FOUNDATION & INSPECT FOR DAMAGE. IF DAMAGED, FOUNDATION & FOOTINGS SHALL BE REPAIRED/REPLACED,
STRUCTURAL PLAN SHALL BE REVISED TO SHOW THE REPLACEMENT OF PORTION OF EXISTING FOOTING WITH NEW FOOTING AND THE REVISED PLAN IS
REQUIRED TO BE SUBMITTED AS A REVISION TO CITY BUILDING AND SAFETY DIVISION FOR REVIEW AND APPROVAL
8"
1'
-
6
"
1'
-
6
"
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 4:15:45 PM
A210
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6
SECTIONS
No.Description Date
NTS
_DETAIL - STAIR & HANDRAIL 1/4" = 1'-0"
Section 1
1/4" = 1'-0"
Section 2
1
EXTERIOR SECTION WALL DEATIL 2
WEEP SCREED DETAIL 3
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:24 PM
A301
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AT
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(
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SF
)
18
0
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A
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2
7
0
6
SPECIFICATIONS
No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 4:18:36 PM
A302
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(
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2
7
0
6
SPECIFICATIONS
No.Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 10:56:13 AM
A303
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6
SPECIFICATIONS
No.Description Date
1 Revision 1 Date 1
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:37 PM
A305
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6
DOOR SPECIFICATIONS
No. Description Date
BIFOLD LOUVERED DOOR
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
12/6/2024 4:20:23 PM
A306
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6
ROOF VENT SPECIFICATION
No.Description Date
1806 W 15th St &
Unit #25/1/2025
4
4
No DATE REVISIONS BY
SEAL
CITY APPROVAL
SHEET
DRAWN BY
CHECKED
DATE DRAWN
DATE
SCALE
JOB #
S.S.
S.S.
N.T.S.
23-544
AD
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S
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:
18
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7
0
6
OW
N
E
R
:
818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
GD1
GE
N
E
R
A
L
DE
T
A
I
L
S
1806 W 15th St &
Unit #25/1/2025
DO NOT cut, notch or drill
holes in headers or beams
except as indicated in
illustrations and tables.
1.3E TimberStrand®LSL allowed hole zone dd
Microllam®LVL and
Parallam® PSL
allowed hole zone
middle 13 span
1.3E TimberStrand®
LSL hole zone
Microllam®LVL
and Parallam® PSL
hole zone 2 x diameter of the
largest hole (minimum)
d
13 depth
1"
2"
13 4"
Maximum Round
Hole Size
Header or Beam
Depth
43 8"
714"- 20"
512"
See illustration for Allowed Hole Zone
ALLOWABLE HOLES - Headers and Beams
General Notes
No holes in headers or beams in plank orientation.
Allowed hole zone suitable for headers and beams with uniform loads only.
Round holes only
No holes in cantilevers.
Other Trus Joist® Beams
No DATE REVISIONS BY
SEAL
CITY APPROVAL
SHEET
DRAWN BY
CHECKED
DATE DRAWN
DATE
SCALE
JOB #
S.S.
S.S.
N.T.S.
23-544
AD
D
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S
S
:
18
0
6
W
1
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SA
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A
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A
,
C
A
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2
7
0
6
OW
N
E
R
:
818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
GD2
GE
N
E
R
A
L
DE
T
A
I
L
S
1806 W 15th St &
Unit #25/1/2025
No DATE REVISIONS BY
SEAL
CITY APPROVAL
SHEET
DRAWN BY
CHECKED
DATE DRAWN
DATE
SCALE
JOB #
S.S.
S.S.
N.T.S.
23-544
AD
D
R
E
S
S
:
18
0
6
W
1
5
T
H
S
T
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
GN1
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NO
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1806 W 15th St &
Unit #25/1/2025
No DATE REVISIONS BY
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CITY APPROVAL
SHEET
DRAWN BY
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DATE DRAWN
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JOB #
S.S.
S.S.
N.T.S.
23-544
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
GN2
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1806 W 15th St &
Unit #25/1/2025
FOUNDATION PLAN
SCALE: 1/4" = 1'
1. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM 4" ABOVE THE
EARTH OR 2" ABOVE PAVED AREAS.
2. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
3. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO
WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE 2306.5 OF THE LABC.
4. FOUNDATION ANCHOR BOLTS IN WALLS WITH LATERAL LOADS GREATER THAN 300 POUNDS/FOOT SHALL
HAVE AN APPROVED PLATE WASHER UNDER EACH NUT; AND THE NUTS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING.
5. UNO THE FOUNDATION BOLTS SHALL BE 5/8" DIA. WITH 3"x3"x1/4" PLATE WASHERS EMBEDDED AT LEAST
9 INCHES INTO THE CONCRETE (OR) MASONRY FOUNDATION SPACED NOT MORE THAN 6 FEET APART.
6. MIN 2 BOLTS PER PIECE OF SILL PLATE AND ONE LOCATED WITHIN 12" AND NOT LESS THAN
7 BOLT DIAMETER OR 4-3/8" OF EACH END OF EACH SILL PLATE.
7. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
8. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. PLATE WASHERS ARE REQUIRED
FOR ALL HOLDOWNS.
9. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND APPROVED BY THE PROJECT ENGINEERING
GEOLOGIST AND/OR PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
10. IF ADVERSE SOIL CONDITIONS ARE IN ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED.
11. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR
SMOOTH SHANK PORTION.
12. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT WOOD SHALL BE OF HOT DIPPED
ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.
NOTES:
DENOTES NEW FOOTING
LEGEND:
DENOTES EXISTING FOOTING
4x4 POST INTERIOR WALL (U.N.O.)
SHEAR WALL PER PLAN
4x6 POST EXTERIOR WALL (U.N.O.)
FLOOR SHEATHING:
3/4" T&G PLYWOOD
STANDARD PS I-95
INDEX 40/20
DOUGLAS FIR-LARCH
W/10d COMMON NAILS
@ 6"_6"_10" O.C.
No DATE REVISIONS BY
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
S.S.
S.S.
23-544
10/21/2023
12/6/2024
1/4” = 1’-0”
S1
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1806 W 15th St &
Unit #25/1/2025
ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE
JOINTS OCCURRING IN BRACED WALL PANELS
SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL
COMMON NAILS OR GALVANIZED BOX.
1" Ø BOLT - 3.5"x3.5"x3/8"
b) 3 x STUDS AND BLOCKS BETWEEN ADJACENT PANELS
c) 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING
d) ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED.
e) SQUARE PLATE WASHERS SHALL BE USED WITH ANCHOR BOLTS
5/8" Ø BOLT - 3"x3"x1/4"
7/8" Ø BOLT - 3"x3"x5/16"
a) 3 x FOUNDATION SILL PLATES
ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 300 lb/ft SHOULD BE PROVIDED:
3/4" Ø BOLT - 3"x3"x5/16"
d) STAGGER NAILS IF NAIL SPACING IS LESS THAN 2" O.C.
2. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS.
3. AN AITC CERTIFICATE OF INSPECTION FOR ALL GLU-LAM BEAMS INCLUDING PARALLAM BEAMS SHALL
BE SUBMITTED TO THE BUILDING AND SAFETY DEPT. PRIOR TO ERECTION.
4. GLUE LAM BEAMS MUST BE FABRICATED IN A LADBS LICENSED SHOP. IDENTIFY GRADE SYMBOL
AND LAMINATION SPECIES PER T 5A, 2005 NDS SUPP.
6. SHOP WELDS MUST BE PERFORMED IN A LADBS LICENSED FABRICATORS SHOP.
8. ALL WOOD MEMBERS MUST BE GRADE MARKED WITH GRADE AND SPECIES.
9. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. BORED HOLES CANNOT
HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH
10. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH
SHANK PORTION.
11. STRUCTURAL OBSERVATION IS REQUIRED FOR ALL PLYWOOD SHEAR WALLS WITH A DESIGN LOAD
OVER 300 PLF.
12. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.
14. EXTERIOR STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED TO THE STRUCTURE WITHOUT THE USE
OF TOE NAILS OR NAILS IN WITHDRAWAL.
16. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/
COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT
OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK
ON SUCH SYSTEM OR COMPONENT PER SEC 1706.1
17. CONTINUOUS SPECIAL INSPECTION REQUIRED BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
FOR FIELD WELDING, CONCRETE STRENGTH f'c>2500 PSI, HIGH STRENGTH BOLTING, SPRAYED-ON
FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, PRE-STRESSED CONCRETE, HIGH LOAD
DIAPHRAGMS AND SPECIAL MOMENT-RESISTING CONCRETE FRAMES.
7. LADBS LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL.
18. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS,
INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC
FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED WHERE THE
FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE
PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES.
PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7
15. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.
1. ALL WALLS OVER 10' IN HEIGHT TO BE 2x6 @16" O.C. FRAMING.
NOTES:
FRAMING MEMBERS
LEGEND:
ROOF SHEATHING:
5/8" CDX PLYWOOD
STANDARD PS I-95
INDEX 32/16
DOUGLAS FIR-LARCH
W/10d COMMON NAILS
@ 6"_6"_10" O.C.
19. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT WOOD SHALL BE OF HOT DIPPED
ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.
20. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS. CONTINUOUS INSPECTION IS
REQUIRED,
21. A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE
AVAILABLE AT THE JOB SITE.
ROOF FRAMING PLAN
SCALE: 1/4" = 1'
380
650
498
PLATE TO BLKG.
REQUIREMENTS
SDS 1/4"x 6
SDS 1/4"x 6
SDS 1/4"x 6
SHEAR WALL SCHEDULE
12" O.C.
PANEL NAILING
12" O.C.
12" O.C.
12" O.C.
10d @215/32" PLYWOOD
15/32" PLYWOOD
STRUCTURAL 1
STRUCTURAL 1
STRUCTURAL 1
15/32" PLYWOOD4
3
2" O.C.
10d @
10d @
3" O.C.
4" O.C.
OF SHEAR
STRUCTURAL 1
WALL MATERIAL
15/32" PLYWOOD
DESCRIPTION
TYPE
1
PERIMETER
6" O.C.
10d @
10d @ 12" O.C. OR
LPT4 @ 8" O.C.
8" O.C. OR
10" O.C. OR
LPT4 @ 10" O.C.
LPT4 @ 12" O.C.
10d @
10d @
A35 @
A35 @
@ 4" O.C.
@ 8" O.C.
@ 6" O.C.
REQUIREMENTS
BLKG. TO PLATE
16" O.C. OR
CONNECTION
LPT4 @ 16" O.C.
10d @
FIELD
A35 @
A35 @
CONNECTION
@ 6" O.C.
20d NAILS
OR
5/8" Ø @ 24" O.C.
3/4" Ø @ 32" O.C.
3/4" Ø @ 32" O.C.
5/8" Ø @ 32" O.C.
3/4" Ø @ 48" O.C.
OR
OR
9"
9"
9"
9"
9"
3/4" Ø @ 6'-0" O.C.
5/8" Ø @ 48" O.C.
5/8" Ø @ 32" O.C.
ANCHOR BOLTS
FOUND CONN.
SILL PLATE TO
OR
9"
255
ANCHOR
EMB.
BOLTS
9"
9"
ALLOWABLE
SHEAR LOAD
PLF
No DATE REVISIONS BY
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
S.S.
S.S.
23-544
10/21/2023
12/6/2024
1/4” = 1’-0”
S2
RO
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1806 W 15th St &
Unit #25/1/2025
No DATE REVISIONS BY
SEAL
CITY APPROVAL
SHEET
DRAWN BY
CHECKED
DATE DRAWN
DATE
SCALE
JOB #
S.S.
S.S.
N.T.S.
23-544
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
S3
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1806 W 15th St &
Unit #25/1/2025
No DATE REVISIONS BY
SEAL
CITY APPROVAL
SHEET
DRAWN BY
CHECKED
DATE DRAWN
DATE
SCALE
JOB #
S.S.
S.S.
N.T.S.
23-544
AD
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818 747 7269 | shant.sps@gmail.com
15445 Ventura Blvd. #63,
Sherman Oaks,CA 91403
10/21/2023
12/6/2024
S4
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1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:46 PM
G002
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CAL GREEN - LOS ANGELES
No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:45 PM
G001
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GENERAL NOTES
THE PROJECT SHALL DEMONSTRATE A 2-% REDUCTION IN WATER USE BY
SPECIFYING PLUMBING FIXTURES AND FIXTURES THAT MEET THE FLOW RATES
LISTED BELOW, OR THROUGH A CALCULATION SHOWING A 20% REDUCTION FROM
BASELINE VALUES LISTED IN CALGREEN TABLE 4.303.1.
SHOWERHEADS:1.8 GALLONS PER MINUTE (GPM) 1* @80 psi
LAVATORY FAUCET- RESIDENTIAL: 1.2 GPM @60 psi
KITCHEN FAUCETS:1.8 GPM @60 psi
WATER CLOSETS:1.28 GALLONS PER FLUSH 2*
URINALS:0.125 GALLON PER FLUSH
METERING FAUCETS:0.2 GALLON PER CYCLE
NOTES:
1. THE COMBINED FLOW RATE OF MULTIPLE SHOWER HEADS SHALL NOT EXCEED
THE MAXIMUM FLOW RATE, OR THE SHOWER SHALL BE DESIGNED TO PERMIT ONE
SHOWERHEAD TO BE IN OPERATION AT A TIME.
2. THE EFFECTIVE FLUSH VOLUME FOR DUAL-FLUSH TOILETS IS DEFINED AS THE
COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL
FLUSH.
ELECTRICAL NOTES:
PER 2022 CALIFORNIA ELECTRICAL CODE
A. PANEL LOCATIONS
PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIAL, SUCH
AS CLOTHES CLOSETS, OR IN BATHROOMS (CEC 240-24(D)).
B. NON-METALLIC SHEATHED CABLE (CEC 334)
NON-METALLIC SHEATHED CABLE SHALL BE:
1. PROTECTED BY RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT,ELECTRICAL
METALLIC TUBING, SCHEDULE 80 PVC CONDUIT, PIPE, OR OTHER MEANS WHEN CABLE IS
EXPOSED OR SUBJECT TO PHYSICAL DAMAGE.
(CEC 334.15(B))
2. PROTECTED BY A 1.16 INCH STEEL PLATE OR SLEEVE, OR BE NOT LESS THAN 1-1/4 INCH
FROM THE NEAREST EDGE OF THE FRAMING MEMBER, WHEN INSTALLED THROUGH
FRAMING MEMBERS. STEEL PLATES OR SLEEVES ARE REQUIRED ON ALL DOUBLE SHEAR
WALLS WHEN CABLE IS INSTALLED EITHER THROUGH OR PARALLEL TO FRAMING
MEMBERS (CEC 334.17).
3. PROTECTED BY GUARD STRIPS WITHIN 6FT OF AN ATTIC ACCESS WHEN NO
PERMANENT STAIRS OR LADDERS ARE PROVIDED. (CEC 334.23, 320.23)
3. PROTECTED BY GUARD STRIPS IN THE ENTIRE ATTIC WHEN PERMANENT STAIRS OR
LADDERS ARE PROVIDED. ACCESS PANELS OR DOORS FROM THE SECOND FLOOR INTO
THE ATTIC ARE CONSIDERED PERMANENT ACCESS AND GUARD STRIPS ARE REQUIRED IN
THE ENTIRE ATTIC.
5. HAVE A BENDING RADIUS NOT LESS THAN 5 TIMES THE DIAMETER OF THE CABLE (CEC
334.24).
6. SUPPORTED AT INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12" OF EVERY
OUTLET BOX, JUNCTION BOX, CABINET OR FITTING (CEC 334.30).
C. CIRCUITS AND RECEPTACLES
1.RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY
WALL SPACE IS MORE THAN 6 FT. FROM AN OUTLET, INCLUDING ANY WALL SPACE 2
FT. WIDE OR GREATER. NOTE: A FIXED PANEL OF A SLIDING GLASS DOOR IS CONSIDERED
WALL SPACE.
2. IN KITCHENS, BREAKFAST ROOMS, PANTRIES AND DINING ROOMS A MINIMUM OF 2-20A
CICUITS SHALL BE PROVIDED (CEC 210.11 (C)(1)).
COUNTER SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8 (A)) AND INSTALLED:
- AT EACH WALL COUNTER SPACE THAT IS 12 IN. OR GREATER
(CEC 210.52 (C)(1));
- NO MORE THAN 48 IN. OC. (CEC 210.52 (C)(1));
- MAXIMUM 24 IN. FROM THE END OF THE COUNTER (CEC 210.52 (C)(1));
- MAXIMUM 20 IN. ABOVE COUNTER SURFACE (CEC 210.52 (C)(3));
- ON ISLAND COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN. BELOW
COUNTER SURFACE (CEC 210.52 (C)(3) EXCEPTION). AN ISLAND WITH LESS THAN 12"
BEHIND A RANGE TOP OF SINK IS CONSIDERED AS DIVIGING THE COUNTERTOP INTO TWO
SEPARATE SPACES (CEC 210.52 (C)(3)).
- ON PENINSULAR COUNTER SPACES (ONE RECEPTACLE MIN.) NOT MORE THAN 12 IN.
BELOW COUNTER SURFACE (CEC) 210.52 (C)(3) EXCEPTION));
3. BATHROOMS SHALL HAVE A SEPARATE 20A CIRCUIT (CEC 210.11 (C)(3)) WITH AT LEAST
ONE GFCI WALL RECEPTCLE WITHIN 36 IN. OF EACH BASIN (CEC 210.8 (A)(1); CEC 210.52
(D)).
4. LAUNDRY ROOMS SHALL HAVE A SEPARATE 20A CIRCUIT WITH AT LEAST ONE
RECEPTACLE SHALL BE PROVIDED (CEC 210.11 (C)(2)). ALL RECEPTACLES WITHIN 6 FT. OF
A SINK SHALL BE GFCI (CEC 210.52(F)).
5. IN GARAGES, AT LEAST ONE GFCI RECEPTACLE SHALL BE PROVIDED
(CEC 210.52 (G)). ALL OTHER GARAGE RECEPTACLES EXCEPT THOSE DEDICATED TO AN
APPLIANCE OR THAT ARE NOT READILY ACCESSIBLE SHALL BE GFCI. (CEC 210.8 (A)(2))
PER 2022 CALIFORNIA ELECTRICAL CODE
6. IN HALLWAYS OF 10 FT. OR MORE IN LENGTH, AT LEAST ONE RECEPTACLE SHALL BE PROVIDED
(CEC 210.52 (H)).
7. OUTDOOR OUTLETS SHALL BE GFCI (CEC 210.8 (A) (3)). ONE OUTLET SHALL BE INSTALLED AT
THE FRONT OF THE DWELLING AND ONE AT THE REAR OF THE DWELLING. RECEPTACLES SHALL
BE ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6-1/2 FT. ABOVE GRADE (CEC 210.52 (E)).
8. ALL CRAWL SPACE RECEPTACLES SHALL BE GFCI (CEC 210.8(A)(4)).
9. ALL UNFINISHED BASEMENT RECEPTACLES SHALL BE GFCI UNLESS THEY ARE NOT READILY
ACCESSIBLE OR ARE SERVICE A DEDICATED APPLIANCE (CEC 210.8 (A)(5)).
10. ALL RECEPTACLES WITHIN 6FT. OF A WET BAR SHALL BE GFCI
(CEC 210.8(A)(7)).
11. ALL RECEPTACLES ON 15A OR 20A BRANCH CIRCUITS THAT SUPPLY FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY
COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTERS (AFCI), INCLUDING SWITCHED OUTLETS
(CEC 210.12(B)).
12. ALL RECEPTACLES SERVING APPLIANCES OR MOTORS WITH A RATING OF 1 HP OR 6 AMPS
SHALL BE ON A SEPARATE CIRCUIT.
13. FOR HVAC EQUIPMENT, A SEPARATE 15A OR 20A CIRCUIT WITH AN ACCESSIBLE RECEPTACLE
AT THE EQUIPMENT SHALL BE PROVIDED WITHIN 25 FT OF THE EQUIPMENT (CEC 210.63). IF
LOCATED IN AN UNDER FLOOR AREA, THE RECETACLE SHALL BE GFCI (CEC 210.8 (4)).
D. LIGHTING (CEC 210.70)
1. SWITCHED LIGHTING SHALL BE INSTALLED IN:
- ALL HABITABLE ROOMS, BATHROOMS, HALLWAYS, AND STAIRWAYS AT EACH LEVEL,
- AT ALL OUTDOOR ENTRANCES AND EXITS,
- IN ALL ATTICS, UNDER FLOOR AREAS, UTILITY ROOMS AND BASEMENTS USED FOR STORAGE,
- NEAR HVAC EQUIPMENT IN ATTIC, UNDER FLOOR AREAS, ROOMS OR BASEMENTS, WITH A
SWITCH AT THE ACCESS POINT.
2. LIGHTING INSTALLED IN A CLOSET SHALL BE A SURFACE MOUNTED OR RECESSED
FLUORESCENT FIXTURE OR A SURFACE MOUNTED INCANDESCENT FIXTURE WITH COMPLETELY
ENCLOSED LAMPS OR RECESSED INCANDESCENT FIXTURE WITH COMPLETELY ENCLOSED
LAMPS. SURFACE INCANDESCENT LIGHTING SHALL BE INSTALLED A MINIMUM OF 12 IN. FROM THE
NEAREST POINT OF A STORAGE SPACE. SURFACE FLUORESCENT LIGHTING AND RECESSED
LIGHTING SHALL BE INSTALLED A MINIMUM OF 6 IN. FROM THE NEAREST POINT OF A STORAGE
SPACE. (CEC 410.16.(C)).
E. FANS
IN BATHROOMS CONTAINING TUBS OR SHOWERS, A FAN CAPABLE OF EXHAUSTING 50 CFM SHALL
BE INSTALLED (ENERGY STANDARDS 150 (O)).
F. SMOKE ALARMS
IN NEW CONSTRUCTION, SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING. THE WIRING SHALL BE PERMANENT AND INSTALLED WITHOUT A
DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION (CBC
[F] 907.2.11.6).
STORM WATER MANAGEMENT:
1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE
TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE
COURSES OR WINDS.
2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED
FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH
THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED
STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP
IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE
DRAINAGE SYSTEM.
4. NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER
ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE.
5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER
DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL
THEY CAN BE DISPOSED OF AS SOLID WASTE.
6. TRASH AND CONSTRUCTOIN RELATED SOLID WASTES MUST BE DEPOSITED INTO A CONVERED
RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPEARSAL BY WIND.
7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.
THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS
FROM BEING DEPOSITED INTO THE PUBLIC WAY.
8. ACCIDENTAL DESPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN
BY RAIN OR OTHER MEANS.
9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS
TO INHIBIT EROSION BY WIND AND WATER.
10. SCHEDULE CONSTRUCTION ACTIVITY TO REDUCE AREA AND DURATION OF SOIL EXPOSED TO
EROSION BY WIND, RAIN, RUNOFF AND VEHICLE TRACKING.
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC, CRC, CMC, CPC, AND
CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND THIS
JURISDICTION.
2. SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING, SHORING,
GRADING, AND DEMOLITION.
3. ALL PROPERTY LINES, EASEMENTS, AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS
SITE PLAN.
4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE
INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. (BMC 9-1-1-3302.3)
5. WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST.
6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305)
7. THE FINISH GRADE SHALL SLOPE A MIN. OF 5%, OR 6", TO A POINT 10 FEET FROM BUILDING
FOUNDATION, OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE
FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3)
8. THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE
STREET GUTTER A MINIMUM OF 12" PLUS 2%. (CRC R403.1.7.3)
GENERAL NOTES:
FOUNDATION NOTES:
SECURITY REQUIREMENTS:
1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE
OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE
DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE
VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706)
2. SCREENS, BARRICADES, OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN
CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR
SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR ACCESS STRUCTURES. (6707)
3. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION.
(6709.1) DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE
JAMB, OR JOINED BY RABBET TO THE JAMB. (6709.4)
4. EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENT HOUSE SHALL BE PROVIDED WITH
INCANDESCENT LIGHT BULB (60 WATT MIN) AT A MAXIMUM HEIGHT OF 8 FEET ON THE EXTERIOR
SIDE OF THE UNIT. (6708)
5. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE
PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE
PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD
CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO
LESS THAN 2-1/2" LONG. (6709.5, 6709.7)
6. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED
LOCKS ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL
KNOWLEDGE, OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, M AND S OCCUPANCIES). (6709.2)
7. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS
THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM
THROW OF 3/4". (6709.2)
8. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 INCH THICK WITH SHAPED
PORTIONS OF THE PANELS NOT LESS THAN 1/4 INCH THICK, AND INDIVIDUAL PANELS MUST BE NO
MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS
EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2
INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS
OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES IN WIDTH. (6709.1 ITEM 2)
9. SLIDING GLASS DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE
MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL FROM THE TRACK
WHILE IN THE CLOSED POSITION. (6710)
10. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO
CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
THE TESTS SPECIFIED IN SEC. 6717.1
11. METAL OR WOODEN OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER
LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE BOLTED, HARDENED
STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED
ELECTRICALLY OPERATED. (6711)
12. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE
DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL
CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS
OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712)
13. IN GROUP B, F, M, AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION
GREATER THAN 6 IN. BUT LESS THAN 48 IN, SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED
BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METAL BARS OR GRILLES. (6714)
14. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED AND
LOCKED POSITION, SHALL BE FULLY TEMPERED GLASS OR
APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS
OR GRILLES HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT
APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.
(6713)
15. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS
THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE
HUMAN ENTRY. (6715.3)
16. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN
GROUP B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS,
AND/OR PADLOCKS WITH MINIMUM 9/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED
STEEL HASPS. (6715.2)
17. SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICE IN THE UPPER CHANNEL OF THE
MOVING PANEL TO PROHIBIT RAISING AND REMOVAL OF THE MOVING PANEL IN THE CLOSED OR
PARTIALLY OPEN POSITION. (6715.1)
18. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO
CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
THE TESTS SPECIFIED IN SEC. 6717.2.
19. ANY RELEASE FOR METAL BARS, GRILLES, GRATES OR SIMILAR DEVICES CONSTRUCTED TO
PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE
ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL
BARS, GRILLES, GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION.
(6715.4)
20 ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF
NOT LESS THAN 6 INCHES IN ONE DIMENSION. (6716)
1. CONCRETE STRENGTH FOR FOUNDATION SHALL BE 2,500 PSI MIN. (CRC R404.1.3.3.1. TABLE
R402.2)
2. MINIMUM FOOTING REINFORCEMENT SHALL BE ONE #4 BAR TOP AND BOTTOM (CRC R403.1.3).
3. MINIMUM ANCHOR BOLT SIZE AND SPACING SHALL BE 5.8" DIA. AB @ 72" OC., WITH 7"
EMBEDMENT, AND 3" X 3" X 1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE LOCATED A
MAXIMUM OF 12" AND 4 1/2" MINIMUM FROM THE END OF THE PLATE (CRC R403.1.6, R602.11.1).
WATER CONSERVATION:
ELECTRICAL NOTES:
A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO
ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS,
VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP.
THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE
LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE
DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE
BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE
PLUMBING PERMIT IS REQUIRED).
C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN
APPROVED SEWAGE DISPOSAL SYSTEM (R306.3).
D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING
MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN
APPROVED WATER SUPPLY (R306.4).
E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER
COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES
SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2).
F. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS
AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
G. UNIT SKYLIGHTS SHALL BE LABELED BY A HATHORNEWOOD CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND
PERFORMANCE GRADE RATING. (RESEARCH REPORT NOT REQUIRED). (R308.6.9)
H. WATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3, LAPC)
I. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A
PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30
SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A
MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (6109 OF LABC)
J. FOR EXISTING POOL ON SITE, PROVIDE ANTI– ENTRAPMENT COVER MEETING THE CURRENT ASTM
OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE
FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977. (3162B)
K. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL
325. (R309.4)
L. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN
OCCUPANCY, UPON THE OWNER’S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR
ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000). (R314.6.2)
M. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE
THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED
GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN
ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE
SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2)
N. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY
MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE
PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
(R303.1)
O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE
AVAILABLE AT THE JOB SITE
P. PROVIDE (70) (72) INCH HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED
SHATTER RESISTANT MATERIALS FOR SHOWER ENCOSURE. (1209.2.2, 2406.4.5, R307.2, R308.4)
1. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE
FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)
2. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT
THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING
SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)
1. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR
AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR
DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO
THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL
DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY
POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP
AND LOW BATTERY SIGNAL. (R314)
2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN
SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING
UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED
OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
(R315)
FIRE-RESISTANCE RATED CONSTRUCTION:
FIRE PROTECTION:
1. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. (CALIF.
PLUMB. CODE 407.6)
2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. CODE 407.6)
3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE
PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM
EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)
4. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°F AT A
POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS
AT THE DESIGN TEMPERATURE. (R303.9)
1. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION 1505.
3. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE
HUMAN IMPACT LOADS OF SECTION 2406.1 (SEE EXCEPTIONS):
A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOOR ASSEMBLIES.
B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR
WALKING SURFACE.
C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING
CONDITIONS: 1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2)
BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3) TOP EDGE GREATER THAN 36 INCHES
ABOVE THE FLOOR. 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF
THE GLAZING.
G. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE
THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF
STAIRS AND RAMPS.
5. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A
MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (1804.4).
6. DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN
SECTION R406.1.
8. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED
BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY. (502.1)
9. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE
LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD
THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT,
PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
10. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT
EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED
BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF HATHORNEWOOD TO REMOVE ANY
GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306)
INTERIOR ENVIRONMENT:
BUILDING ENVELOPE:
GENERAL NOTES:
No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:49 PM
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No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:51 PM
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CAL GREEN 2
No. Description Date
1806 W 15th St &
Unit #25/1/2025
DATE:
CONTRACTOR TO VERIFY ALL DIMENSIONS,
CONDITIONS, ETC., PERTAINING TO THE WORK AT
THE SITE BEFORE PROCEEDING WITH THE WORK AS
INSTRUMENT OF SERVICE, ALL DESIGN, IDEAS AND
INFORMATION SHOWN ON THESE DRAWINGS ARE
AND SHALL REMAIN THE PROPERTY OF ADU
RESOURCE CENTER NO PART THEREOF SHALL BE
COPIED, DISCLOSED TO OTHERS, OR USED IN
CONNECTION WITH ANY WORK OR PROJECT OTHER
THAN THE SPECIFIC PROJECT FOR WHICH THEY
HAVE BEEN PREPARED AND DEVELOPED WITHOUT
THE WRITTEN CONSENT OF ADU RESOURCE CENTER.
VISUAL CONTACT WITH THESE DRAWINGS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DRAWN BY:
600 N. BRAND BLVD. #560
GLENDALE CA. 91203
(818) 450-8422
ARCHITECTURE@ADURESOURCECENTER.COM
11/8/2024 3:04:52 PM
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No. Description Date
1806 W 15th St &
Unit #25/1/2025
T-1
Scale
Project number
Date
Drawn by
Checked by
nalserengineering@gmail.com
818-913-7525
GARAGE TO ADU
TITLE -24
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1806 W 15th St &
Unit #25/1/2025
T-2
Scale
Project number
Date
Drawn by
Checked by
nalserengineering@gmail.com
818-913-7525
GARAGE TO ADU
TITLE -24
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11/01/2023
1806 W 15th St &
Unit #25/1/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
INTERIM CITY MANAGER
Tom Hatch
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
March 22, 2024
Also sent via email to: danamarielusiani@gmail.com
Dana Lusiani
1806 W Fifteenth Street
Santa Ana, CA 92706
Subject: Address Assignment for an Attached Accessory Dwelling Unit located at 1806
West Fifteenth Street (APN: 405-091-24) in Santa Ana, CA
Dear Dana,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for a 502-square-foot attached ADU located at 1806 West Fifteenth Street (APN: 405-091-24).
Notice is hereby given that the following assigned address shall be posted onsite per the approved
address plan, attached hereto as Exhibit A.
Address to be Activated/Posted
1806 West Fifteenth Street
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) 664-2753 or by email at PRaj@santa-ana.org.
Sincerely,
Punkaj Raj
Planning Technician
Exhibit A – Address Plan
1806 W 15th St &
Unit #25/1/2025
Address Letter for 1806 West Fifteenth 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
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
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
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
1806 W 15th St &
Unit #25/1/2025
(N) ADU1806 W 15THSTREET, UNIT 2
(E) PRIMARY DWELLING1806 W 15TH STREET
EXHIBIT A: ADRESS PLAN
1806 W 15th St &
Unit #25/1/2025
STRUCTURAL CALCULATIONS
PROJECT:
1806 W 15th St.,
Santa Ana, CA 92706
JOB #23-544
12-05-24
BY: Shant Shahbaz
1806 W 15th St &
Unit #25/1/2025
Roof:
D.L (psf)20
L.L (psf)20
Floor:Wall:
D.L (psf)16 L.L (psf)15 10
L.L (psf)40 15
wL = (T.A.i * L.L.i)
L.L (psf)
D.L (psf)16 D.L (psf)
L.L (psf)60
L= Length
D.L. =Dead Load T.A = Tributary Area
L.L = Live Load wD = (T.A.i * D.L.i)
←wD, wL
RR (1)
L (ft)11'Cantilever 1'
T.A. (ft)1.33
wD (lb/ft)27
wL (lb/ft)27
2 x 12 @ 16" O.C. (No.2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
11'
←D, wL
RBM (1)
L (ft)17.5'Cantilever 1'
T.A.roof (ft)10
wD (lb/ft)200
wL (lb/ft)200
3½x 14 (Prllm)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
17.5'
←D, wL
HDR(1)
L (ft)6'
T.A.roof (ft)6
wD 120
wL (lb/ft)120
4 x 6 (No. 2) ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
6'
←D, wL
HDR(2)
L (ft)3'
T.A.roof (ft)6
wD 120
wL (lb/ft)120
4 x 6 (No. 2) ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
3'
SPS ENGINEERING 818 747 7269 | shant.sps@gmail.com
1806 W 15th St &
Unit #25/1/2025
Roof Framing:
←wD, wL
HDR(3)
L (ft)5'
T.A.roof (ft)6
wD (lb/ft)120
wL (lb/ft)120
↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
5'
4 x 6 (No. 2)
←D, wL
HDR(4)
L (ft)3'
T.A.roof (ft)3
wD (lb/ft)60
wL (lb/ft)60
4 x 6 (No. 2) ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
3'
←D, wL
HDR(5)
L (ft)3'
T.A.roof (ft)5.5
wD (lb/ft)110
wL (lb/ft)110
↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
3'
←D, wL
HDR(6)
L (ft)5'
T.A.roof (ft)3
wD (lb/ft)60
wL (lb/ft)60
↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
5'
SPS ENGINEERING 818 747 7269 | shant.sps@gmail.com
1806 W 15th St &
Unit #25/1/2025
Foundation Framing:
←wD, wL
FJ (1)
L (ft)18'
T.A. (ft)1.33
wD (lb/ft)21
wL (lb/ft)53
2 x 6 @ 16" O.C. (No.2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
18'
←D, wL
BM(2)
L (ft)5'
T.A. (ft)9
wD (lb/ft)144
wL (lb/ft)360
4 x 6 (No. 2) ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓
5'
SPS ENGINEERING 818 747 7269 | shant.sps@gmail.com
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:RR1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Loads on all spans...
Uniform Load on ALL spans : D = 0.0270, L = 0.0270 k/ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.242: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 4.972 ft
19.95 psi=
=
1,035.00 psi
2x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
180.00 psi==
Section used for this span 2x12
Maximum Shear Stress Ratio 0.111 : 1
9.106 ft=
=
250.90 psi
Maximum Deflection
3672 >=360
2855
Ratio =1836 >=240
Max Downward Transient Deflection 0.021 in 5711Ratio =>=360
Max Upward Transient Deflection -0.007 in Ratio =
Max Downward Total Deflection 0.042 in Ratio =>=240
Max Upward Total Deflection -0.013 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
Span: 2 : L Only
Span: 1 : +D+L
Span: 2 : +D+L
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 10.0 ft 1 0.135 0.062 0.90 1.000 1.151.00 1.00 0.33 125.5 931.5 0.11 162.01.00 10.01.00
1.00Length = 1.0 ft 2 0.005 0.062 0.90 1.000 1.151.00 1.00 0.01 5.1 931.5 0.00 162.01.00 10.01.00
1.00+D+L 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 10.0 ft 1 0.242 0.111 1.00 1.000 1.151.00 1.00 0.66 250.9 1,035.0 0.22 180.01.00 19.91.00
1.00Length = 1.0 ft 2 0.010 0.111 1.00 1.000 1.151.00 1.00 0.03 10.2 1,035.0 0.00 180.01.00 19.91.00
1.00+D+0.750L 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 10.0 ft 1 0.170 0.078 1.25 1.000 1.151.00 1.00 0.58 219.5 1,293.8 0.20 225.01.00 17.51.00
1.00Length = 1.0 ft 2 0.007 0.078 1.25 1.000 1.151.00 1.00 0.02 9.0 1,293.8 0.00 225.01.00 17.51.00
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:RR1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+0.60D 1.000 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 10.0 ft 1 0.045 0.021 1.60 1.000 1.151.00 1.00 0.20 75.3 1,656.0 0.07 288.01.00 6.01.00
1.00Length = 1.0 ft 2 0.002 0.021 1.60 1.000 1.151.00 1.00 0.01 3.1 1,656.0 0.00 288.01.00 6.01.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.0420 5.028 0.0000 0.000
+D+L20.0000 5.028 -0.0131 1.000
.
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.267 0.327
Max Upward from Load Combinations 0.267 0.327
Max Upward from Load Cases 0.134 0.163
D Only 0.134 0.163
+D+L 0.267 0.327
+D+0.750L 0.234 0.286
+0.60D 0.080 0.098
L Only 0.134 0.163
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.24.02.28 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:RBM1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Loads on all spans...
Uniform Load on ALL spans : D = 0.20, L = 0.20 k/ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.497: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 8.204 ft
87.85 psi=
=
2,850.80 psi
3.5x14.0Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
290.00 psi==
Section used for this span 3.5x14.0
Maximum Shear Stress Ratio 0.303 : 1
15.394 ft=
=
1,418.24 psi
Maximum Deflection
662 >=360
522
Ratio =330 >=240
Max Downward Transient Deflection 0.189 in 1045Ratio =>=360
Max Upward Transient Deflection -0.036 in Ratio =
Max Downward Total Deflection 0.379 in Ratio =>=240
Max Upward Total Deflection -0.072 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
Span: 2 : L Only
Span: 1 : +D+L
Span: 2 : +D+L
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.50 ft 1 0.276 0.168 0.90 0.983 1.001.00 1.00 6.76 709.1 2,565.7 1.43 261.01.00 43.91.00
1.00Length = 1.0 ft 2 0.004 0.168 0.90 0.983 1.001.00 1.00 0.10 10.5 2,565.7 0.20 261.01.00 43.91.00
1.00+D+L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.497 0.303 1.00 0.983 1.001.00 1.00 13.51 1,418.2 2,850.8 2.87 290.01.00 87.81.00
1.00Length = 1.0 ft 2 0.007 0.303 1.00 0.983 1.001.00 1.00 0.20 21.0 2,850.8 0.40 290.01.00 87.81.00
1.00+D+0.750L 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.348 0.212 1.25 0.983 1.001.00 1.00 11.82 1,241.0 3,563.5 2.51 362.51.00 76.91.00
1.00Length = 1.0 ft 2 0.005 0.212 1.25 0.983 1.001.00 1.00 0.18 18.4 3,563.5 0.35 362.51.00 76.91.00
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.24.02.28 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:RBM1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
1.00+0.60D 0.983 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.50 ft 1 0.093 0.057 1.60 0.983 1.001.00 1.00 4.05 425.5 4,561.3 0.86 464.01.00 26.41.00
1.00Length = 1.0 ft 2 0.001 0.057 1.60 0.983 1.001.00 1.00 0.06 6.3 4,561.3 0.12 464.01.00 26.41.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.3789 8.296 0.0000 0.000
+D+L20.0000 8.296 -0.0723 1.000
.
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.288 3.712
Max Upward from Load Combinations 3.288 3.712
Max Upward from Load Cases 1.644 1.856
D Only 1.644 1.856
+D+L 3.288 3.712
+D+0.750L 2.877 3.248
+0.60D 0.986 1.114
L Only 1.644 1.856
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.24.10.30 SPS Engineering (c) ENERCALC, LLC 1982-2024
DESCRIPTION:HDR1-6
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks CA, 91403
818 747 7269
Project File: 15TH ST.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, SDPWS 2021
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Loads on all spans...
Uniform Load on ALL spans : D = 0.120, L = 0.120 k/ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.546: 1
Load Combination
+D+L
Span # where maximum occurs Span # 1
Location of maximum on span 3.000 ft
47.91 psi=
=
1,345.50 psi
4x6Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination
+D+L
=
=
=
180.00 psi==
Section used for this span 4x6
Maximum Shear Stress Ratio 0.266 : 1
0.000 ft=
=
734.45 psi
Maximum Deflection
1588
<360
794
Ratio =0 <240
Max Downward Transient Deflection 0.045 in
0
Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.091 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 6.0 ft 1 0.303 0.148 0.90 1.300 1.151.00 1.00 0.54 367.2 1,211.0 0.31 162.01.00 24.01.00
1.00+D+L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.0 ft 1 0.546 0.266 1.00 1.300 1.151.00 1.00 1.08 734.5 1,345.5 0.61 180.01.00 47.91.00
1.00+D+0.750L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.0 ft 1 0.382 0.186 1.25 1.300 1.151.00 1.00 0.95 642.6 1,681.9 0.54 225.01.00 41.91.00
1.00+0.60D 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 6.0 ft 1 0.102 0.050 1.60 1.300 1.151.00 1.00 0.32 220.3 2,152.8 0.18 288.01.00 14.41.00
.
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.24.10.30 SPS Engineering (c) ENERCALC, LLC 1982-2024
DESCRIPTION:HDR1-6
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks CA, 91403
818 747 7269
Project File: 15TH ST.ec6
LocationLoad CombinationMax.LocationLoad CombinationSpan Max.
Overall Maximum Deflections
"-" Defl in Span in Span"+" Defl
+D+L1 0.0907 3.022 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.720 0.720
Max Upward from Load Combinations 0.720 0.720
Max Upward from Load Cases 0.360 0.360
D Only 0.360 0.360
+D+L 0.720 0.720
+D+0.750L 0.630 0.630
+0.60D 0.216 0.216
L Only 0.360 0.360
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:FJ1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Loads on all spans...
Uniform Load on ALL spans : D = 0.0210, L = 0.0530 k/ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.884: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 4.500 ft
54.80 psi=
=
1,345.50 psi
2x6Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
180.00 psi==
Section used for this span 2x6
Maximum Shear Stress Ratio 0.304 : 1
8.573 ft=
=
1,188.89 psi
Maximum Deflection
0 <360
327
Ratio =0 <240
Max Downward Transient Deflection 0.237 in 456Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.330 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 9.0 ft 1 0.279 0.096 0.90 1.300 1.151.00 1.00 0.21 337.4 1,211.0 0.09 162.01.00 15.61.00
1.00+D+L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 9.0 ft 1 0.884 0.304 1.00 1.300 1.151.00 1.00 0.75 1,188.9 1,345.5 0.30 180.01.00 54.81.00
1.00+D+0.750L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 9.0 ft 1 0.580 0.200 1.25 1.300 1.151.00 1.00 0.62 976.0 1,681.9 0.25 225.01.00 45.01.00
1.00+0.60D 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 9.0 ft 1 0.094 0.032 1.60 1.300 1.151.00 1.00 0.13 202.4 2,152.8 0.05 288.01.00 9.31.00
.
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:FJ1
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.3302 4.533 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.333 0.333
Max Upward from Load Combinations 0.333 0.333
Max Upward from Load Cases 0.239 0.239
D Only 0.095 0.095
+D+L 0.333 0.333
+D+0.750L 0.273 0.273
+0.60D 0.057 0.057
L Only 0.239 0.239
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:BM2
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Loads on all spans...
Uniform Load on ALL spans : D = 0.1440, L = 0.360 k/ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.796: 1
Load Combination +D+L
Span # where maximum occurs Span # 1
Location of maximum on span 2.500 ft
80.27 psi=
=
1,345.50 psi
4x6Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+L
=
=
=
180.00 psi==
Section used for this span 4x6
Maximum Shear Stress Ratio 0.446 : 1
0.000 ft=
=
1,071.07 psi
Maximum Deflection
0 <360
653
Ratio =0 <240
Max Downward Transient Deflection 0.066 in 914Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.092 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : L Only
n/a
Span: 1 : +D+L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 5.0 ft 1 0.253 0.142 0.90 1.300 1.151.00 1.00 0.45 306.0 1,211.0 0.29 162.01.00 22.91.00
1.00+D+L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 5.0 ft 1 0.796 0.446 1.00 1.300 1.151.00 1.00 1.58 1,071.1 1,345.5 1.03 180.01.00 80.31.00
1.00+D+0.750L 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 5.0 ft 1 0.523 0.293 1.25 1.300 1.151.00 1.00 1.29 879.8 1,681.9 0.85 225.01.00 65.91.00
1.00+0.60D 1.300 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 5.0 ft 1 0.085 0.048 1.60 1.300 1.151.00 1.00 0.27 183.6 2,152.8 0.18 288.01.00 13.81.00
.
1806 W 15th St &
Unit #25/1/2025
Wood Beam
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:BM2
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L 1 0.0918 2.518 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.260 1.260
Max Upward from Load Combinations 1.260 1.260
Max Upward from Load Cases 0.900 0.900
D Only 0.360 0.360
+D+L 1.260 1.260
+D+0.750L 1.035 1.035
+0.60D 0.216 0.216
L Only 0.900 0.900
1806 W 15th St &
Unit #25/1/2025
ASCE 7-16 Seismic Base Shear
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:Seismic Base Shear Analysis
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
Risk Category
ASCE 7-16, Page 4, Table 1.5-1
Calculations per ASCE 7-16
"II" : All Buildings and other structures except those listed as Category
I, III, and IV
Risk Category of Building or Other Structure :
Seismic Importance Factor =1 ASCE 7-16, Page 5, Table 1.5-2
Specific Description: EARTHQUAKE
Gridded Ss & S1values from ASCE 7-16 ASCE 7-16 11.4.2
Longitude =117.881 deg West
Location :Santa Ana, CA 92706
Latitude =33.766 deg North
Max. Ground Motions, 5% Damping :
S =1.333
Longitude =117.880 deg West
S
Latitude =33.770
g, 0.2 sec response
deg North
S 0.47441 g, 1.0 sec response=
Conforms to ASCE 7 Section 12.8.1.3: Regular structure with period of 0.5 s or less, SDS limited to max of 0.7*SDS or 1.0 for calculation of Cs.
For the closest datapoint grid location . . .
Site Class, Site Coeff. and Design Category
Classification:ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D
Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2
(using straight-line interpolation from table values)
Fa =1.20
Fv =1.83
Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.600=MS
S = Fv * S1 =0.866M1 ASCE 7-16 Eq. 11.4-2
Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =1.066DSMS
=0.577 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1M1
Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D
(By Default per 11.4.3)
Resisting System ASCE 7-16 Table 12.2-1
Basic Seismic Force Resisting System . . .Bearing Wall Systems
15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance.
NOTE! See ASCE 7-16 for all applicable footnotes.
Building height Limits :Response Modification Coefficient " R "=6.50
Category "A & B" Limit:No LimitSystem Overstrength Factor " Wo "=3.00 Category "C" Limit:No LimitDeflection Amplification Factor " Cd "=4.00 Category "D" Limit:Limit = 65
Category "E" Limit:Limit = 65
Category "F" Limit:Limit = 65
Lateral Force Procedure ASCE 7-16 Section 12.8.2
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8
Use ASCE 12.8-7Determine Building Period
Structure Type for Building Period Calculation :All Other Structural Systems
" Ct " value 0.020=
" x " value
" hn " : Height from base to highest level =15.50 ft
" Ta " Approximate fundemental period using Eq. 12.8-7 :
8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec
Ta = Ct * (hn ^ x) =0.156
0.75
sec
=
Building Period " Ta " Calculated from Approximate Method selected=0.156
1806 W 15th St &
Unit #25/1/2025
ASCE 7-16 Seismic Base Shear
LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023
DESCRIPTION:Seismic Base Shear Analysis
SPS Engineering
15445 Ventura Blvd #63
Sherman Oaks Ca, 91403
818 747 7269
Project File: 15TH ST.ec6
" Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1
S : Short Period Design Spectral Response 1.066
" R " : Response Modification Factor 6.50
" I " : Seismic Importance Factor =1
0.154From Eq. 12.8-2, Preliminary Cs =
0.569From Eq. 12.8-3 & 12.8-4 , Cs need not exceed =
From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.044
DS
=Cs : Seismic Response Coefficient =0.1538User has selected ASCE 12.8.1.3 : Regular structure,
Less than 5 Stories and with T <<= 0.5 sec, SO Ss <= 1.5 for Cs calculation
=
=
Seismic Base Shear ASCE 7-16 Section 12.8.1
W ( see Sum Wi below ) =0.00 kCs =0.1538 from 12.8.1.1
Seismic Base Shear V = Cs * W =0.00 k
Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3
" k " : hx exponent based on Ta =1.00
Table of building Weights by Floor Level...
Wi : Weight Hi : Height (Wi * Hi^k)Cvx Fx=Cvx * V Sum Story Shear Sum Story MomentLevel #
Sum Wi =0.00 k Total Base Shear =0.00 k
Base Moment =
0.00 k-ftSum Wi * Hi =
0.0 k-ft
Diaphragm Forces : Seismic Design Category "B" to "F"ASCE 7-16 12.10.1.1
Level #Wi Fi Fpx : MaxFpx : CalcdSum Fi Sum Wi Fpx Dsgn. ForceFpx : Min
Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Weight at level of diaphragm and other structure elements attached to it.
Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Design Lateral Force applied at the level.
Sum Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sum of "Lat. Force" of current level plus all levels above
0.20 * S * I * WpxMIN Req'd Force @ Level . . . . . . . . . .DS
DSMAX Req'd Force @ Level . . . . . . . . . .0.40 * S * I * Wpx
Fpx : Design Force @ Level . . . . . . . . . .Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
1806 W 15th St &
Unit #25/1/2025
LT
Ls = Shortest Wall in any Given Grid Line
i i
Where:
Cs =0.1538
r r
20
7
w (psf) = 27
r
r=1.3
5.40 psf
Lateral Analysis:
(See Enercalc Printout on Previous Page)
Shear at Roof (Vr) =
V = Shear
ENGINEERING 818 747 7269 | shant.sps@gmail.com
1806 W 15th St &
Unit #25/1/2025
Line A:
LT s
T.A.=250 (sq ft)H=12 (ft)
V =1350 (lbs)OM =831 (lbs) OM = v * H
ν =69 (lb/ft)v = V/L RM =3276 (lbs) RM = 14*Ls
Net Uplift =-2445 (lbs)
1
Line B:
T.A.=250 (sq ft)H=12 (ft)
V =1350 (lbs)OM =1799 (lbs) OM = v * H
ν =150 (lb/ft)v = V/L RM =1512 (lbs) RM = 14*Ls
Net Uplift =287 (lbs)
1
Line 1:
T.A.=250 (sq ft)H=8 (ft)
V =1350 (lbs)2nd
ν =491 (lb/ft)RM =336
Net Uplift =3590 (lbs)
Use Shear Wall Type 3 Use Simpson MST 60
Use Simpson HDU5-SDS2.5
Line 2:
T s
T.A.=250 (sq ft)H=8 (ft)
V =1350 (lbs)
ν =400 (lb/ft)RM =392
Net Uplift =2807 (lbs)
Use Shear Wall Type 3 Use Simpson MST 48 or MST C48B3
Use Simpson HDU4-SDS2.5
Roof Lateral Analysis: (1st Floor Walls)
ENGINEERING 818 747 7269 | shant.sps@gmail.com
1806 W 15th St &
Unit #25/1/2025
25$1*( &2817< ),5( $87+25,7<
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2 SANTA ANA 927061806 W 15TH ST
EXISTING SFR CONVERSION ( 146.56 SF) + ADDITION (335.02
SF) TO NEW ONE STORY ATTACHED ADU (491.08 SF)
1755 335.02 2110.9 1 0
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ARCHITECTURE@ADURESOURCECENTER.COM
213-408-3831 ARCHITECTURE@ADURESOURCECENTER.COM
4/19/2024
1806 W 15th St &
Unit #25/1/2025
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1806 W 15th St &
Unit #25/1/2025
Page 1 of 1
EXISTING ONE & TWO FAMILY DWELLINGS
ELECTRICAL SERVICES UNDERGROUND
EXCEPTION
CEC 2022 ELC-04
All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41-
626(b). There is a standing exception for one and two family dwellings. This exception
applies only when the new electrical service is designed to be fed from below grade as well as
overhead.
This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without
interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the
circuit breaker side of this cabinet.
Only listed combination overhead and underground feed service boxes may be used to connect to
an overhead utility drop. This exception to an underground fed service applies only to existing single
family and two family residences.
Planning & Building Agency
Permits & Plan Check Section
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
Rigid
Conduit
Service
Entrance
Conductor
Riser
Underground
Service
Lateral
METER
Rev. 1/21/2020
1806 W 15th St &
Unit #25/1/2025
1806 W 15th St &
Unit #25/1/2025