HomeMy WebLinkAbout157-159 Genoa St A & B - 2022 -SITE ADDRESS 157 AND 159 GENOA STREET
ARCADIA, CA 91007
LEGAL DESCRIPTION TRACT # 866 LOT 15 BLK 63
ASSESSOR'S PARCEL NUMBER 5779-009-015
SITE AREA 8,440 SF (PER LA COUNTRY ASSESSOR)
ZONING R-3 HIGH DENSITY
(AUTOMOBILE PARKING OVERLAY)
OCCUPANCY R-3/U
CONSTRUCTION TYPE V-B, SPRINKLERED PER NFPA 13D
EXISTING USE 2 SINGLE-FAMILY RESIDENCES
(746 SF +1,116 SF = 1,862 SF)
PROPOSED USE 4 MULTI-FAMILY RESIDENCES (2 BUILDINGS)
ALLOWED PROPOSED
DENSITY MAXIMUM 5 UNITS 4 UNITS
(1 UNIT PER 1,450
SF OF LOT AREA =
5.732)
MAX.BUILDING HEIGHT 30'-0"29'-11"
BUILDING SETBACK
REQUIRED PROPOSED
FRONT 25'-0"25'-0"
SIDE 10'-0" 10'-0"
REAR 10'-0"10'-0"
OPEN SPACE REQUIRED PROPOSED
PER UNIT 100 SF MIN.121, 207, 328, 328 SF
AREA BREAKDOWN
UNIT 1 UNIT 2 UNIT 3 UNIT 4 TOTAL
LIVABLE AREA 1,335 SF 1,922 SF 1,922 SF 1,939 SF 7,118 SF
GARAGE AREA 515 SF 463 SF 463 SF 463 SF 1,904 SF
BASEMENT DRIVEWAY AREA:BLDG 1:2,328 SF
BLDG 2:2,618 SF
PARKING PROVIDED
REQUIRED PROPOSED
PER UNIT 8 SPACES (2 PER UNIT X 4 UNITS)8 SPACES (2 PER GARAGE)
GUEST 2 SPACES 2 SPACES
10 SPACES 10 SPACES TOTAL
BICYCLE PARKING PROVIDED
REQUIRED PROPOSED
2 SPACES 2 SPACES
A0.1
PROJECT
DATA &
COVER SHEET
DRAWING INDEX
NUMBER ARCHITECTURAL
A0.1
A2.1
A2.2
A1.2
ENERGY CALCULATION
A2.5
S1.0
A0.2
A0.4
S1.1
S1.2
S1.3
S1.4
S1.5
S1.6
S2.3
A0.6
A0.3
A0.5
S2.0
A2.3
A2.4
A2.6
A1.1
A2.7
M-0.1
C-1
C-2
C-3
VICINITY MAP
PROJECT DIRECTORY
CONTACT: VINCENT TSOI
ARCHITECT
PHONE: 626.799.8818 X 100
1414 FAIR OAKS AVENUE, SUITE 3
SOUTH PASADENA, CALIFORNIA 91030
SPACE LIGHT STRUCTURE DESIGN INC.
FAX: 626.799.8823
CONTACT: HANK JONG
CIVIL ENGINEER
PHONE: 626.263.3588
11819 GOLDRING ROAD, UNIT A
ARCADIA, CA 91006
EGL ASSOCIATES
FAX: 626.263.3599
ENERGY CALCULATIONS
CONTACT: HANK CHANG
PHONE: 909.396.8168
556 N. DIAMOND BAR BLVD, SUITE 304
DIAMOND BAR, CALIFORNIA 91765
HYC CONSULTING ENGINEERS, INC.
FAX: 909.396.8169
LANDSCAPE ARCHITECT
EMAIL: JKDA2002@GMAIL.COM
WALNUT, CA 91789
PHONE: 626.383.7758
SAIL DESIGN GROUP, INC.
STRUCTURAL ENGINEER
EMAIL: CALCIVIC@EARTHLINK.NET
PHONE: 626.798.2828
2160 PARNELL WAY
ALTADENA, CALIFORNIA 91001
CALCIVIC ENGINEERING, INC.
FAX: 626.798.6644
7143 VISTA DEL ORO
LA VERNE, CA 91750
YIJUN JIANG
OWNER
CONTACT: KEVIN
CBC 2022 CALIFORNIA BUILDING CODE - TITLE 24, PART 2
CEC 2022 CALIFORNIA ELECTRICAL CODE - TITLE 24, PART 3
CMC 2022 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4
CPC 2022 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE - TITLE 24, PART 6
CFC 2022 CALIFORNIA FIRE CODE
CRC 2022 CALIFORNIA RESIDENTIAL CODE - TITLE 24, PART 2.5
CGC 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE - TITLE 24, PART 11
CITY OF ARCADIA MUNICIPAL ZONING CODES.
PLAN CHECK & PERMIT NOTES
STATE REQUIREMENTS
·AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS'
COMPENSATION INSURANCE CERTIFICATE.
·ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24
REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE
RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE
THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO
REQUESTING INSPECTION.
·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.
·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. ACCIDENTAL
DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY
RAIN OR OTHER MEANS.
·STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
WATER.
·TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A
COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL
BY WIND.
·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.
· SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED
IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY
DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY
MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND
BAR, PHONE NO. (909) 396-2000. BE ADVISED SCAQMD MAY REQUIRE A 10 DAY WAIT
PERIOD PRIOR TO START OF WORK.
BEST MANAGEMENT PRACTICES
SCOPE OF WORK
G E N O A 4 U N I T S
GENERAL STRUCTURAL NOTES
BASEMENT FOUNDATION PLAN
BASEMENT FRAMING
1ST FLOOR FRAMING
2ND FLOOR AND ROOF FRAMING
STRUCTURAL DETAILS
STRUCTURAL DETAILS
S2.4 STRUCTURAL DETAILS
·DEMOLISH (2) EXISTING 1-STORY HOUSES AND ATTACHED GARAGES.
·CONSTRUCT (2) NEW MULTI-FAMILY 2-STORY CONDOMINIUM BUILDINGS (R-3
OCCUPANCY - 7,118 SF) WITH BASEMENT UNIT GARAGES (U OCCUPANCY - 1,904
SF).
·CONSTRUCT BASEMENT GARAGE AND DRIVEWAYS (S-2 OCCUPANCY - 3,042 SF)PHONE: 626.524.0592
DEFERRED SUBMITTALS
SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
1.FIRE SPRINKLER
2.MECHANICAL
3.ELECTRICAL
4.PLUMBING
5.CONCRETE MASONRY BLOCK WALLS
6.DEMOLITION (MUST BE OBTAINED PRIOR TO OR AT THE SAME TIME AS BLDG.
PERMIT ISSUANCE)
7.PUBLIC WORKS (CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY)
PROJECT DATA
NUMBER
GRADING / DRAINAGE PLAN (PARCEL MAP NO. 82441)SHEET INDEX / PROJECT DATA
A4.1 BUILDING 1 EXTERIOR ELEVATIONS
UNIT TYPE A FLOOR PLANS
OVERALL BASEMENT PLAN
A4.2
BUILDING 2 EXTERIOR ELEVATIONS
A3.2 BUILDING 2 ROOF PLAN
UNIT TYPE B2 FLOOR PLANS
A6.2 SITE STAIR SECTIONS
PLANNING COMMISSION CONDITIONS OF APPROVAL
2022 CALGREEN REQUIREMENTS
2022 CALGREEN REQUIREMENTS (CONT.)
GENERAL NOTES
PLANNING COMMISSION CONDITIONS OF APPROVAL (CONT.)
A8.1 DOOR & WINDOW SCHEDULE
UNIT TYPE A REFLECTED CEILING PLANS
A5.1
A5.2
A6.1 STAIR SECTIONS
OVERALL SITE DEMOLITION PLAN
UNIT TYPE B FLOOR PLANS
A3.1
UNIT TYPE B REFLECTED CEILING PLANS
OVERALL BASEMENT REFLECTED CEILING PLAN
BUILDING 1 ROOF PLAN
UNIT TYPE B2 REFLECTED CEILING PLANS
BUILDING SECTIONS
BUILDING SECTIONS
AD1 DETAILS
AD2 DETAILS
AD3 DETAILS
HUNTINGTON DR.
CHESTNUT AVE.
COLORADO BLVD.
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SANTA CLARA ST.
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GENOA ST.
(MAP NOT TO SCALE)
NORTH
210
PROJECT SITE
A5.3 BUILDING SECTIONS
AD4 DETAILS
AD5 DETAILS
CONTACT: IVAN CHIU
EMAIL: XUBING7143@GMAIL.COM
GRADING / DRAINAGE PLAN (1ST FLOOR)
GRADING / DRAINAGE PLAN (BASEMENT)
C-4 EROSION CONTROL AND DEMOLITION PLAN
CODE OF DESIGN
BASEMENT FOUNDATION PLAN
BASEMENT FRAMING
S2.1 STRUCTURAL DETAILS
S2.2 STRUCTURAL DETAILS
S2.5 SHORING DETAILS
S1.7
S1.8
SHORING PLANS
SHORING PLANS
SURVEY
S-1 SURVEY MAP
1
A0.7 CODE ANALYSIS
BUILDING 1 EXTERIOR ELEVATIONS
BUILDING 2 EXTERIOR ELEVATIONS
A4.3
A4.4
A6.3 SITE SECTIONS
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
HERS INSPECTION FEATURES & MANDATORY RESIDENTIAL MEASURES
SEE SHEETS M-0.1 THROUGH M-0.8 FOR HERS INSPECTION FEATURES & MANDATORY
RESIDENTIAL MEASURES REQUIRED FOR THIS PROJECT
PHOTOVOLTAIC SYSTEM
IN LIEU OF SOLAR ZONES, GENERAL CONTRACTOR IS TO PROVIDE THERMOSTATS WITH
DEMAND RESPONSE CONTROLS, WHOLE HOUSE FANS WITH ELECTRONICALLY
COMMUTATED MOTORS, AND EV CHARGING READY PARKING SPACES IN ALL UNITS PER
CEC SECTION 110.10(b)1B EXCEPTION 4
CODE OF DESIGN
3
3
CIVIL
STRUCTURAL
MECHANICAL
PLANTING PLAN
IRRIGATION PLAN
L-1
L-2
DETAIL SHEETL-3
LANDSCAPE
ENERGY CALCULATIONM-0.2
ENERGY CALCULATIONM-0.3
ENERGY CALCULATIONM-0.4
ENERGY CALCULATIONM-0.5
ENERGY CALCULATIONM-0.6
ENERGY CALCULATIONM-0.7
ENERGY CALCULATIONM-0.8
MECHANICAL LEGEND, NOTE, DETAIL, & SCHEDULEM-1
GARAGE VENTILATION PLANM-2
CONDITIONS OF APPROVAL
A0.2
CONDITIONS
OF APPROVAL
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
A0.3
CONDITIONS
OF APPROVAL
CONDITIONS OF APPROVAL (CONTINUED)
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
GENERAL NOTES
A0.4
GENERAL
NOTES
CODESA.
ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL STATE AND LOCAL CODES
AND ORDINANCES. NOTHING SHOWN IN THESE DRAWINGS SHALL BE CONSTRUED AS
PERMISSION TO VIOLATE ANY OF THE FOLLOWING:
A. CALIFORNIA BUILDING CODE, 2022 EDITION.
B. CALIFORNIA TITLE 24 ENERGY REGULATIONS 2022 EDITION.
C. CALIFORNIA TITLE 24 TYPE V BUILDINGS
CHAPTERS 2-22 2022 EDITION.
D. APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL ORDINANCES AND
STATUTES.
E. REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY,
DEPARTMENT OF OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION.
F. 2022 CMC, 2022 CPC, 2022 CEC, 2022 CGC & 2022 CRC.
PERMITSB.
THE GENERAL BUILDING PERMIT AND PLAN CHECK FEE SHALL BE SECURED AND PAID
FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE TAKEN OUT AND PAID FOR BY
THE SUB-CONTRACTOR DIRECTLY RESPONSIBLE.
CONTRACTOR SHALL OBTAIN PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY AS REQUIRED AND SHALL COMPLY WITH ALL REQUIREMENTS OF
THE DIVISION.
SEPARATE APPLICATION, PLAN CHECK, AND PERMITS ARE REQUIRED FOR:
A. RETAINING WALLS
B. BLOCK WALLS/FENCES
C. ELECTRICAL WORK
D. MECHANICAL WORK
E. PLUMBING WORK
F. DEMOLITION
CONSTRUCTION DOCUMENTSC.
THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS,
SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND
PROPER EXECUTION OF THE WORK INDICATED ON THE DRAWING OR REASONABLY
INFERRED THERE FROM. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR
HOW THE FIELD WORK IS PERFORMED, SAFETY IN OR ABOUT THE JOBS SITE,
METHODS OF PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK.
IF DISCREPANCY EXISTS BETWEEN 1/8" SCALE PLAN AND 1/4" SCALE PLAN OCCUR,
IMMEDIATELY NOTIFY ARCHITECT OF SUCH DISCREPANCY BEFORE PROCEEDING
WITH THE WORK.
DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO FACE OF STUD (FOS), FACE OF
MASONRY (FOM), FACE OF CONCRETE (FOC), UNLESS OTHERWISE INDICATED.
WRITTEN DIMENSION SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
DO NOT SCALE THESE DRAWINGS.
BIDS
1. BIDDERS PRIOR TO SUBMITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE
THEMSELVES WITH THE ARCHITECT'S PLANS AND SHALL NOTIFY THE ARCHITECT OF
ANY DISCREPANCY, OMISSION, CLARIFICATION, OR ANY INFORMATION NECESSARY
FOR COMPLETION OF THEIR SCOPE OF WORK. ANY ITEM NOT COVERED, SHOWN IN
DRAWINGS, QUESTIONED, OR CLARIFIED PRIOR TO BIDDING THAT IS NECESSARY FOR
PROPER EXECUTION AND COMPLETION OF ANY SCOPE OF WORK SHALL BE
PROVIDED BY THE BIDDING CONTRACTOR AT HIS OWN EXPENSE.
2. TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES
REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR REASONABLY
INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR
SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB.
3. ALL TRADES SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO
BIDDING. FAILURE TO AQUIRE THE NECESSARY INFORMATION FOR UTILITY
INSTALLATION SHALL CONSTITUTE THE REGECTION AND DENIAL OF ADDITION
COSTS.
4. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER
SUB-BIDDERS OR SUB-CONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF
PLANS TO INSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE
THEIR WORK. ANY ITEM MISSED BY THESE SUB-CONTRACTORS IN THEIR BIDS SHALL
BE ABSORBED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE AND IN NO WAY
WILL EFFECT ANY ADDITIONAL COST OVER AND ABOVE THE FINAL BID.
D.
CONTRACTORE.
1. PRIOR TO COMMENCING CONSTRUCTION THE GENERAL CONTRACTOR SHAL
VERIFY THAT ALL SUB-ONTRACTORS HAVE THE CURRENT SET OF "CONSTRUCTION
DOCUMENTS".
2. , THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL REVIEW ALL
DRAWINGS AND SPECIFICATIONS AND VERIFY CONDITIONS AT THE SITE. ANY
DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING
WITH THE WORK. ALL CLARIFICATION REQUESTED BY CONTRACTOR FROM THE
ARCHITECT BEFORE OR AFTER COMMENCING OF WORK SHALL TAKE OUT LEAST FIVE
WORKING DAYS. CONTRACTOR SHALL VERIFY WITH THE PROPER UTILITY COMPANY
THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE
CONNECTIONS PRIOR TO THE COMMENCEMENT OF WORK.
3. NO CONTRACTOR, SUB-CONTRACTOR OR SUB SUB-CONTRACTOR IS TO START
WORK UNTIL HE/ SHE HAS FIRST EXAMINED THE EXISTING CONDITIONS. IF FOR ANY
REASON A PERFECT JOB IS IMPOSSIBLE, IT SHALL BE IMMEDIATELY REPORTED TO
THE PROJECT SUPERINTENDENT AND ARCHITECT BEFORE PROCEEDING WITH THE
WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING
ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR
TECHNIQUES OF ASSEMBLY, FOR COORDINATION OF HIS WORK WITH THAT OF OTHER
TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.
5. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF
SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. HE SHALL
NOTIFY ARCHITECT OF POSSIBLE CHANGES TO CONSTRUCTION DOCUMENTS OR
CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS.
ARCHITECT IS NOT RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF
PRODUCTS DURING CONSTRUCTION.
6. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS
SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO SO SHALL MEAN
THAT ALL NECESSARY CORRECTIVE MEASURE, DOCUMENTATION, ETC. SHALL BE
DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND TIME.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING
LINES AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND
LEVELS SHOW ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION
OF THE WORK AND SHALL CALL THE ARCHITECT'S ATTENTION TO ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.
8. DIVISION OF INDUSTRIAL SAFETY: CONTRACTOR SHALL OBTAIN PERMITS FROM
THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AS REQUIRED AND
SHALL COMPLY WITH ALL REQUIREMENTS OF THE DIVISION.
9. SUBSTITUTION: NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNER'S
APPROVAL.
10. CHANGES: THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY
ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK; THE CONTRACTOR SUM
BEING ADJUSTED ACCORDINGLY.
11. CUTTING AND PATCHING: ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING,
PATCHING ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPERLY AND FIT
IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES.
12. THE CONTRACTOR SHALL DAILY CLEAN-UP AND WEEKLY REMOVE AND DISPOSE
IN A LEGAL MANNER OF ALL DEBRIS AND WASTE ATTRIBUTED TO THE JOB AND SITE.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF REPAIR,
WITHOUT ADDITIONAL DAMAGE, FOR ANY DAMAGE CAUSED BY THE GENERL
CONTRACTOR OR HIS SUB-CONTRACTOR.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR
REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR
ANY DAMAGE TO THEIR WORK RESULTING THERE-FROM, WITHOUT COST TO OWNER,
WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE
OF THE WORK UNDER THIS CONTRACT.
15. THE TERM 'CONTRACTOR' AS USED HEREIN AND ON THE DRAWINGS SHALL ALSO
BE APPLICABLE TO EACH SUB-CONTRACTOR AS REQUIREMENTS PERTAIN TO HIS
TRADE.
16. CONTRACTOR SHALL SUBMIT COPIES OF MANUFACTURER'S CATALOG
CUTSHEETS, BROCHURES, MANUFACTURER SHEETS, SAMPLES, INSTALLATION
INSTRUCTION, ETC. REGARDING MANUFACTURED PRODUCTS USED OR INSTALLED IN
THE PROJECT FOR OWNER'S REVIEW AND ACCEPTANCE BEFORE PURCHASE OR
DELIVERY TO THE SITE. NON-COMPLIANCE MAY RESULT IN REJECTION AND DEEMED
NON-ACCEPTANCE.
17. MATERIALS AND PRODUCTS SHALL BE DELIVERED TO THE BUILDING SITE IN
ORIGINAL PACKAGES. MATERIALS AND PRODUCTS SHALL BE STORED OFF THE
GROUND ON WOOD BLOCKING IN AN UPRIGHT POSITION, PROTECTED FROM THE
ELEMENTS, IN A MANNER TO PREVENT DAMAGE SUCH AS MARRING, SCRATCHING
AND NOT LIMITED TO DELAMINATION OF FINISHES.
18. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
19. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR A PART OF THE
WORK, CONTRACTOR SHALL ASSUME THE MOST STRINGENT CONDITION AMONG
INDUSTRY STANDARDS AND OR THE COMMON PRACTICE OF THAT PARTICULAR
CONDITION.
LIABILITIESF.
THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE CLIENT REGARDING THE
PROBABLE SERVICES REQUIRED TO COMPLY WITH AMERICAN DISABILITIES ACT
(ADA). THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION
OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL
INTERPRETATION OF ADA. THE DP'S OPINION WILL BE BASED SOLELY ON HIS OR HER
OWN EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN
NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA, THE
DEGREE OF ACCESS THAT IS "READILY ACHIEVABLE" AND WHAT CONSTITUTES
"REALITY ACCESSIBLE AND USABLE." GIVEN THE ASSUMPTIONS WHICH MUST BE
MADE, THE DP CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF HIS OR HER
OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT
WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION
TO FULLY COMPLY WITH ADA REQUIREMENTS.
THE ARCHITECT WHO SIGNS THESE PLANS, SPECIFICATIONS AND INSTRUMENTS OF
SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM
CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE
SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR
RESPONSIBILITY TO OBSERVE THE CONSTRUCTION OF THE FIXED WORKS SUBJECT
TO THESE DOCUMENTS.
INSULATION NOTESG.
1. ROOF / CEILING INSULATION SHALL BE R-38, ROCKWOOL OR FIBERGLASS, BATT
INSULATION BETWEEN BOTTOM CHORDS OF ROOF TRUSSES OR ROOF JOISTS, U.N.O.
2. ALL EXTERIOR / INTERIOR WALLS SHALL BE R-21, ROCKWOOL OR FIBERGLASS,
BATT INSULATION BETWEEN STUDS, U.N.O.
3. ALL RAISED WOOD FLOOR STRUCTURE SHALL BE INSULATED W/ R-19 ROCKWOOL
OR FIBERGLASS, BATT INSULATION BETWEEN FLOOR JOIST, U.N.O.
4. ALL PARTY AND CORRIDOR WALLS SHALL BE INSULATED PER WALL SCHEDULE /
LEGEND.
5. ALL PLUMBING WALLS AND WALLS SURROUNDING AND SEPARATING BATHS AND
TOILETS FACILITIES FROM OTHER ROOMS SHALL HAVE SOUND ATTENUATION BATT
INSULATION DESIGNED TO DELIVER NOISE CONTROL SUCH AS R-13 ROCKWOOL OR
FIBERGLASS, BATT INSULATION BETWEEN STUDS AND CEILING WHERE OCCURS,
U.N.O.
6. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE WRAPPED WITH AN
APPROVED INSULATION.
7. SECURE AND INSULATE ALL 1ST. AND 2ND. BATHROOM WALL , FLOORS AND
WASTE PIPES FOR SOUND TRANSMISSION.
8. EXPOSED HOT WATER PIPING UNDER LAVATORIES SHALL BE WRAPPED WITH
INSULATION.
ROOF NOTESH.
1. ALL ROOF CONSTRUCTION AND COVERINGS SHALL BE PER CHAPTER 9 & 15 OF
THE 2022 CALIFORNIA BUILDING CODE (CBC).
2. ALL SHEET METAL ROOF WORK SHALL BE PER CHAPTER 15 OF THE 2022
CALIFORNIA BUILDING CODE (CBC).
3. FLASH AND COUNTER FLASH AROUND ROOF PENETRATIONS AS REQUIRED.
4. INSTALL ROOFING MATERIALS IN ACCORDANCE WITH ALL MANUFACTURER'S
WRITTEN SPECIFICATIONS AND RECOMMENDATIONS.
5. TILE ROOFING SHALL BE ASPHALT SHINGLE TILING.
1. THIS PROJECT'S SITE IS IN CLIMATE ZONE 9.
2. USE COMPUTER PROGRAM DESIGN ANALYSIS METHOD TO COMPLY WITH ENERGY
REQUIREMENT. SEE ENERGY CALCULATIONS.
3. ALL HEATING, VENTILATING, AIR CONDITIONING, AND WATER HEATING EQUIPMENT
SHALL MEET ALL REQUIREMENTS OF APPLIANCE EFFICIENCY STANDARDS AND BE
CERTIFIED BY CALIFORNIA ENERGY COMMISSION.
4. THERMOSTATS SHALL BE EQUIPPED WITH AUTOMATIC SETBACK, WHICH
OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT TWICE
IN 24 HOURS.
5. EQUIPMENT WHICH REQUIRES PREVENTIVE MAINTENANCE TO MAINTAIN
EFFICIENT OPERATION SHALL BE FURNISHED TO THE OWNER WITH COMPLETE
NECESSARY MAINTENANCE INFORMATION.
6. ALL FAN SYSTEMS EXHAUSTING AIR TO OUTSIDE SHALL BE PROVIDED WITH
AUTOMATIC BACKDRAFT DAMPERS.
7. ALL TRANSVERSE DUCT, PLENUM, AND FITTING JOINTS SHALL BE SEALED WITH
PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOSS AND SHALL BE
INSULATED.
8. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE
ANSI AIR FILTRATION STANDARDS AND SHALL BE CERTIFIED AND LABELED.
I.ENERGY CONSERVATION NOTES
9. ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL
BE FULLY WEATHER-STRIPPED.
10. STORAGE TYPE WATER HEATERS SHALL BE EXTERNALLY WRAPPED WITH R-12
INSULATION OR GREATER.
11. THE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER, IF OUTSIDE
CONDITIONED SPACE, SHALL BE INSULATED WITH A MINIMUM OF R-6 STEAM AND
STEAM CONDENSATION RETURN PIPING AND RECALCULATING HOT WATER PIPING
OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH
T-20-1406. (D).
12. LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHENS AND
BATHROOMS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT.
13. SHOWER HEAD AND FAUCETS SHALL BE EQUIPPED WITH FLOW RESTRUCTURES
AS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED
BY THE CALIFORNIA ENERGY COMMISSION.
14. ALL INSULATION USED SHALL COMPLY WITH CALIFORNIA QUALITY STANDARDS.
15. AFTER INSTALLING INSULATION THE INSTALLER SHALL POST IN A CONSPICUOUS
LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE
BUILDER STATING THAT THE INSTALLATION CONFORMS TO THE REQUIREMENTS OF
TITLE 24, PART 2, CHAPTER 2-33, AND THAT THE MATERIALS INSTALLED CONFORM
WITH THE REQUIREMENTS OF TITLE 20,CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. THE
CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL
IDENTIFICATION, THE INSTALLED "R" VALUE, AND (IN APPLICATION OF LOOSE FILL
INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH
THE MANUFACTURER'S LABELED DENSITY FOR THE DESIRED "R" VALUE, N.E.T.
16. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE
CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE PLATES AND
OPENINGS FOR UTILITY PIPES AND WIRES (AND/OR SHOWN ON PLANS).
17. DUCTWORK MUST COMPLY WITH CHAPTER 6, 2022 CALIFORNIA MECHANICAL
CODE (CMC).
18. FACTORY BUILT FIREPLACES MUST HAVE CLOSABLE METAL OR GLASS DOORS
COVERING FIRE BOX OPENINGS. COMBUSTION AIR INTAKE DUCTS ARE REQUIRED
(SIX SQUARE INCHES MINIMUM) WITH DAMPERS, FLUE DAMPERS ARE ALSO
REQUIRED.
19. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH BALL HOSE BIBBS.
THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS SECTIONS OF TITLE
24 OF THE CALIFORNIA ADMINISTRATIVE CODE HAVE BEEN REVIEWED AND THE
DESIGN SUBMITTED SUBSTANTIALLY CONFORMS TO THE ENERGY REGULATIONS FOR
NON-RESIDENTIAL AND RESIDENTIAL BUILDINGS.
20. ALL FIREPLACES SHALL BE EQUIPPED WITH GLASS DOORS IN COMPLIANCE WITH
TITLE 24 ENERGY CONSERVATION REGULATIONS.
GENERAL PROVISIONSJ.
1. PROVIDE SHEET METAL DRYER VENT TO EXTERIOR. PROVIDE RECESSED WALL
WATER SUPPLY AND DRAIN FOR WASHING MACHINE. AT SECOND FLOOR LOCATIONS
PROVIDE SHEET METAL DRAIN PAN WITH 1" DRAIN LINE TO APPROVED PLUMBING
RECEPTOR.
2. PROVIDE MAILBOX UNIT EQUAL TO SURFACE MOUNTED U.S.P.S. APPROVED UNIT
MODEL WITH NEWSPAPER RECEPTACLE, INDIVIDUAL LOCKABLE COMPARTMENTS.
3. PROVIDE BUILDING ADDRESS AND UNIT NUMBER IDENTIFICATION, STYLE TO BE
APPROVED BY OWNER.
4. BUILDING ADDRESS MUST BE PROVIDED ON THE FRONT OF THE BUILDING.
NUMBERS MUST BE VISIBLE FROM THE STREET, MUST BE OF A COLOR, WHICH
CONTRASTS WITH THE BACKGROUND AND MUST BE AT LEAST 4" IN HEIGHT AND 2" IN
WIDTH.
5. FIREPLACE TO BE EQUAL TO 'EARTHCORE INDUSTRIES, LLC' ISOKERN STANDARD
MODEL FIREPLACE & CHIMNEY SYSTEM (ICC ESR-2316). PROVIDE GLASS DOORS AND
OUTSIDE AIR INTAKES.
6. GAS FIRED WATER HEATER TO BE EQUAL TO A.O. SMITH BT-100 (C.E.C.
APPROVED). PROVIDED B-VENT THROUGH ROOF AND P.T. DISCHARGE LINE TO
EXTERIOR. WATER HEATERS SHALL BE SEISMIC STRAPPED.
7. ALL UTILITIES MUST BE PLACED UNDERGROUND. ALL CABLES, WIRES, CONDUIT
SYSTEMS AND PIPING OUTSIDE BUILDINGS OR STRUCTURES AND WITHIN THE
EXTERIOR PROPERTY LINES SHALL BE INSTALLED UNDERGROUND OTHER THAN
RISERS IMMEDIATELY ADJACENT AND ATTACHED TO THE BUILDING.
8. FOR CONCRETE, SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE W/ 2022 CBC
SECTION 1704A.4 (EXCEPT WHEN WAIVED PER SAID CBC SECTION).
9. DRIVEWAY GRADES AND FORMS SHALL BE INSPECTED AND APPROVED PRIOR TO
PLACING CONCRETE.
10. NO WATER SERVICE LATERAL, METER OR FLUSH OUT SHALL BE PERMITTED IN
ANY DRIVEWAY, NOR SHALL THEY BE LOCATED LESS THAN 3' FROM THE TOP OF "X"
OF ANY DRIVEWAY OR OTHER UTILITY INSTALLATION.
11. MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO HEATING AND AIR
CONDITIONING DEVICES SHALL NOT BE PERMITTED IN ANY REQUIRED FRONT, SIDE
OR REAR YEAR. SAID EQUIPMENT SHALL NOT PRODUCE A SOUND LEVEL IN EXCESS
OF 55 DBA.
12. PROVIDE ADDITIONAL PROTECTIVE BARRIERS ON GARAGE WALLS, SO LOCATED
AS TO PROTECT THE WALL FINISHES OF WOODEN FRAME CONSTRUCTION FROM
DAMAGE BY AUTOMOBILES.
13. A SMOKE DETECTOR SHALL BE INSTALLED IN ALL BASEMENTS, BASEMENT
GARAGES, ATTACHED GARAGES AND ATTACHED AND COVERED PARKING SPACES OF
DWELLING UNITS. SUCH DETECTOR SHALL BE CONNECTED TO A SOUNDING DEVICE
OR OTHER DETECTOR TO PROVIDE AN ALARM WHICH WILL BE AUDIBLE IN THE
SLEEPING AREAS.
14. DEFERRED SUBMITTALS (TRUSSES, FABRICATED STAIRS/GUARDRAILS, ETC.)
MUST BE REVIEWED, SIGNED, AND STAMPED BY ARCHITECT OR ENGINEER OF
RECORD PRIOR SUBMITTAL TO THE BUILDING DIVISION, AND SHALL BE REVIEWED
AND APPROVED BY THE CITY PRIOR TO INSTALLATION. CBC 106.3.4.2.
15.ALL GLAZING SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING THE
TYPE AND THICKNESS OF THE GLASS OR GLAZING MATERIAL. THE IDENTIFICATION
SHALL NOT BE OMITTED UNLESS APPROVED AND SHALL BE IN ACCORDANCE WITH
APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF
CBC CHAPTER 24.
16. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH CHAPTER 24,
SECTION 2406.3. EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL
GLASS, SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE
IDENTIFICATION MARK SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED,
LASER ETCHED, EMBOSSED OR OF A TYPE THAT, ONCE APPLIED, CANNOT BE
REMOVED WITHOUT BEING DESTROYED.
BATHROOM PROVISION NOTESK.
1. PROVIDE GFI PROTECTION AT OUTLETS AS REQUIRED.
2. PROVIDE EXHAUST FAN WITH SWITCH AT ALL BATHROOMS WHERE REQUIRED.
3. PROVIDE HIGH EFFICACY LIGHT FIXTURE OVER MIRROR WHERE OCCUR.
4. PROVIDE HEAT LAMP AS REQUIRED.
5. PROVIDED 30"X48" CLEARANCE IN FRONT OF WATER CLOSETS, EXCEPT AT FIRST
FLOOR BATHROOMS WHERE A 30"X48" CLEARANCE SHALL BE PROVIDED WITHIN
BATHROOM.
6. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH
ASTM C1178, C1288 OR C1325 SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND
SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS.
WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN
WATER CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216
OR ASTM C840. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL
PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH
GA-216 OR ASTM C840. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE
FOLLOWING LOCATIONS: (2509.2)
A. OVER A VAPOR RETARDER.
B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS,
STEAM ROOMS OR GANG SHOWER ROOMS.
C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12" O.C. FOR 1/2" THICK AND
MORE THAN 16" O.C. FOR 5/8" THICK.
7. COUNTER TOP SHALL BE SIMULATED MARBLE AS MIN. REQUIRED, SPECIFIC TYPE
PER PLAN OR BY OWNER.
8. PROVIDE WATER CLOSET SEATS AND RECESSED WATER SUPPLY UNITS.
9. WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH 1.6 GALLONS MAX. PER
FLUSH.
10. MEDICINE CABINETS SHALL BE FRAMELESS.
11. PROVIDE TOILET PAPER HOLDER, RECESS IN CABINET.
12. PROVIDE 30" TOWEL BAR AT EACH BATHROOM.
13. PROVIDE A ROBE HOOK, DOOR STOP TYPE ON BATH DOORS.
14. BATH TUB TRAP SHALL BE RIGID-TYPE CONNECTION.
15. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES
PER HOUR IN BATHROOMS CONTAINING TUBS OR SHOWERS, LAUNDRY ROOMS, AND
SIMILAR ROOMS IF REQUIRED OPERABLE WINDOWS ARE NOT PROVIDED (DUCTLESS
FANS ARE NOT ACCEPTABLE IN ROOM CONTAINING TUBS OR SHOWERS). (1203-3)
KITCHEN PROVISION NOTESL.
1. PROVIDE MICROWAVE OVEN AND 220V OUTLET.
2. PROVIDE SPACE FOR 14 TO 18 CUBIC FOOT REFRIGERATOR, TWO (2) DOOR UNIT.
3. RANGE TO BE GAS 36" WITH DROP-IN COUNTER TOP. PROVIDE 220V OUTLET.
4. RANGE HOOD SHALL BE GE STANDARD RANGE HOOD JV332J, W/2-SPEED FAN AND
COOKTOP LIGHT, VENT TO OUTSIDE OR EQ, TO BE APPROVED BY OWNER AND CITY
BLDG. DEPT. PROVIDE 110V OUTLET.
5. PROVIDE OUTLET FOR DISHWASHER, DISHWASHER TO BE 24" FIVE (5) CYCLE.
6. PROVIDE OUTLET FOR FOOD WASTE DISPOSAL. DISPOSAL TO BE 1/2 HORSE
POWER SOUND INSULATED MODEL.
7. PROVIDE GFI OUTLETS WITHIN SIX (6) FEET OF KITCHEN SINK, AND 4 FEET
ON-CENTER AT COUNTER AND ISLAND.
8. KITCHEN SINK TO BE DOUBLE COMPARTMENT WHITE ENAMEL UNIT.
9. ALL CABINET TO HAVE STAIN GRADE FINISH.
10. PROVIDE HIGH EFFICACY FIXTURES UNDER OVERHEAD CABINETS PER
REFLECTED CEILING PLAN.
11. COUNTER TOPS TO BE STONE WITH INTEGRAL SPLASH AS MIN. REQUIRED.
SPECIFIC TYPE PER PLAN OR BY OWNER.
MISC. CONSTRUCTION NOTESM.
1. LATH, PLASTER AND DRYWALL SPECIFICATION SHALL CONFORM TO THE
REQUIREMENTS OF 2022 CBC CHAPTER 25. GYPSUM BOARD AND PLASTER SHALL BE
NAILED TO ALL STUDS AND TO TOP AND BOTTOM PLATES.
2. USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED O/ PLYWOOD IN ACCORDANCE
W/ 2022 CBC SECTION 2510.6.
3. ALL INTERIOR SURFACES OF WALLS AND CEIL'G SHALL BE COVERED W/ PLASTER,
MIN. THK. 7/8" INCHES (22.23MM.) OR GYPSUM WALLBOARD, MIN. THICKNESS 5/8" (15.88
MM.) OR MATERIALS EQUAL IN RIGIDITY AND FIRE RESISTANCE AS APPROVED BY THE
BUILDING OFFICIAL.
4. INSPECTION OF NAILING REQUIRED FOR DRYWALL AND ALL LATH WHEN IN PLACE
IN ACCORDANCE WITH 2022 CBC SECTION 2503.
5. PROVIDE WEEP SCREED BELOW FOUNDATION PLATE LINE & 4" ABOVE GRADE ON
ALL EXTERIOR STUD WALLS IN ACCORDANCE W/ 2022 CBC SECTION 2512.1.2.
6. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL EQUIPMENT AND/OR
SYSTEMS WILL BE COMPLETELY SEPARATE FOR EACH UNIT. PROVIDE SEPERATE
UTILITY METERS FOR EACH UNIT.
7. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO
WHICH A PERSON IS REQUIRED TO DESCEND, OR OBTAIN NECESSARY PERMIT FORM
STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF
A BUILDING OR GRADING PERMIT.
8. PROVIDE SUBDRAINS.
9. RETAINING WALLS SHALL BE WATERPROOF BEFORE BACKFILLING AT BUILDING
WHERE OCCURS.
10.ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE
APPLIED DIRECTLY TO THE UNDER SIDE OF ROOF RAFTER SHALL HAVE CROSS
VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENING PROTECTED
AGAINST THE ENTRANCE OF RAIN SNOW. THE NET FREE VENTILATING AREA SHALL
NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED. MIN. 50% OF THE
VENTILATING AREA WILL BE PROVIDED BY EAVES VENT, AND 50% WILL BE PROVIDED
BY DORMER VENT LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
VENTILATED AT LEAST 3' ABV. EAVES OR CORNICE VENTS.
11. SMOKE DETECTORS SHALL BE CONNECTED TO THE BUILDING WIRING SYSTEM IN
ALL NEW CONSTRUCTION AND ADDITION WITH A VALUATION OVER 41,000, AND BE
PROVIDED WITH BATTERY BACK UP (2022 CBC SECTION 907.2.10.2).
12. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL AREAS OF THE
BUILDING OR BE INTERCONNECTED (2022 CBC SECTION 907.2.10.3).
13. BUILDING PERMIT APPLICATION THAT INVOLVES COMPLETE DEMOLITION OR
DEMOLITION OF PART OF THE EXISTING STRUCTURE AND REMOVAL FROM SITE
NEEDS WRITTEN APPROVAL FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT (SCAQMD) (909) 396-2000 PER RULE 1403 FOR THE PROPER DISPOSAL OF
ASBESTOS.
1. THE CENTER OF 15-,20- AND 30-AMPERE RECEPTACLES SHALL BE INSTALLED
WITHIN 12 TO 15 INCHES ABOVE THE FLOOR OR WORKING SURFACE PER TITLE 24
AMENDMENT.
2. IN A CLOSET, SURFACE MOUNTED LIGHT FIXTURES SHALL BE AT LEAST 18 INCHES
FROM A STORAGE AREA AND FLUSH MOUNTED LIGHTING FIXTURES SHALL BE AT
LEAST 6 INCHES FROM A STORAGE AREA. ALL SHALL BE PROVIDED W/ PROTECTIVE
COVER.
3. GROUND-FAULT CIRCUIT-INTERRUPTER (GFI) PROTECTED ELECTRICAL
RECEPTACLES SHALL BE PROVIDED AT ALL RECEPTACLES AS FOLLOWS:
A) INSTALLED IN A BATHROOM
B) INSTALLED IN A GARAGE & BASEMENT
C) EXTERIOR & CRAWL SPACE
D) WITHIN 6FT. OF A KITCHEN SINK AND 4FT. ON CENTER AT
COUNTER AND ISLAND.
4. ELECTRICAL RECEPTACLES INSTALLED OUTDOORS WHERE EXPOSED TO
WEATHER SHALL BE IN A WEATHERPROOF ENCLOSURE.
5. LOCATION FOR ALL NEW ELECTRICAL SERVICES SHALL BE REQ. PER EDISON CO.
6. SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING, INTERCONNECTED, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
7. ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER, CLOTHES WASHER,
DRYER, BUILT-IN HEATERS, OR ANY OTHER FIXED APPLIANCE WITH 1.4 H.P. MOTOR
OR LARGER, SHALL BE ON A SEPARATE #12 AWG WIRE BRANCH CIRCUIT. EACH
DWELLING UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT
SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP INDICATING-TYPE SWITCH.
8. EACH KITCHEN SHALL BE PROVIDED WITH A SEPARATE FOOD WASTE GRINDER
BRANCH CIRCUIT.
9. ALUMINUM CONDUCTORS SMALLER THAT NO. 4 A.W.G. REQUIRE CONTINUOUS
INSPECTION BY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFICIAL.
10. PROVIDE EXHAUST FAN W/ 50 CFM MIN. PER TABLE 4-4 CMC IN BATHROOMS
CONTAINING TUBS OR SHOWERS, LAUNDRY ROOMS, AND SIMILAR ROOMS IF
REQUIRED OR WHEN OPERABLE WINDOWS ARE NOT PROVIDED.
11. GENERAL LIGHTING IN KITCHENS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN
40 LUMENS PER WATT (FLUORESCENT).
12. RECEPTACLE OUTLETS SHALL BE LOCATED WITHIN 12 TO 15 INCHES OF THE
FLOOR.
13. LIGHT SWITCHES SHALL BE INSTALLED WITHIN 34 TO 48 INCHES OF THE FLOOR.
14. THERE SHALL BE A DISTRIBUTION PANEL IN, AND FOR EACH UNIT. FEEDERS FOR
SUBPANELS SHALL BE ENCLOSED IN AN APPROVED RACEWAY.
15. THERE SHALL BE NO MORE THAN SIX DISCONNECTING MEANS PER SERVICE,
GROUPED IN ANY ONE LOCATION WITHOUT A MAIN DISCONNECT.
16. GROUNDING ELECTRODE ENCASED BY A MINIMUM 2" OF CONCRETE AND
LOCATED NEAR THE BOTTOM OF THE FOOTING AT GRADE. THE ELECTRODE SHALL
BE BARE COPPER SIZED IN ACCORDANCE WITH 2022 CEC TABLE 250.66 AND ARTICLES
250.50 - 250.70.
CONCRETE ENCASED ELECTRODE
BARE COPPER WIRE SIZEDPER 2022 CEC TABLE 250.66TO REACH THE NEUTRAL LUGOF THE ELECTRICAL SERVICE
CONCRETE OR MASONRY STRUCTURE
ENOUGH TO REACH THE NEUTRAL2022 CEC TABLE 250.66 AND LONGBARE COPPER WIRE SIZED PER
CONCRETE FOOTING
CONCRETE FOOTING
LUG OF THE ELECTRICAL SERVICE
1. METAL WATER PIPING.
WOOD FRAME STRUCTURE
PROVIDE AND INDICATE ON THE DRAWINGSTHE FOLLOWING ELECTRICAL GROUNDING
2. CONCRETE ENCASED ELECTRODE (BARE COPPER WIRE SIZED PER 2022 CEC 250.66).
PANEL WITHOUT SPLICING.
PANEL WITHOUT SPLICING.
ELECTRODE SYSTEM PER 2022 CEC.
17. RECEPTACLE OUTLETS SHALL BE LOCATED WITHIN 15 TO 48 INCHES OF THE
FLOOR.
18. NO POINT ALONG THE WALL IS FURTHER THAN 6 FEET FROM A RECEPTACLE.
19. PROVIDE A MIN. OF 100 AMP. ELEC. SERVICE PANEL WITH 1/2" DIA. X 20' LONG
REBAR FOR BACKUP UNDER GROUND BONDED TO COLD WATER PIPE. PLEASE
CONTACT EDISON FOR METER LOCATION AND UNDERGROUND SERVICE IF REQUIRED.
20. PROVIDE OUTDOOR RECEPTACLE OUTLET WITH WEATHERPROOF COVER AND
GROUND FAULT CIRCUIT INTERRUPTER (GFCI) AT FRONT AND REAR OF DWELLING
UNIT.
21. HEATING AND COOLING EQUIPMENT SHALL BE PROVIDED AN ELECTRICAL
RECEPTACLE AND SWITCH CONTROLLED LIGHTING FIXTURE. THE RECEPTACLE SHALL
BE INSTALLED WITHIN 25'-0" OF HEATING, AND COOLING EQUIPMENT. THE LIGHTING
FIXTURE SHALL BE CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY
LEADING TO THE HEATING OR COOLING EQUIPMENT AND SHALL BE PROVIDED AT THE
POINT OF ENTRY TO THE ATTIC OR UNDERFLOOR SPACE HOUSING SUCH EQUIPMENT.
2022 CEC ARTICLES 210-63 AND 210-70(C).
22. COMPLY WITH 2022 CEC SEC. 311.8 REGARDING ELECTRICAL APPURTENANCES
(I.E. ELECTRICAL PANELS, OUTLETS, MOTORS, ETC.), 18" MIN. ABOVE FINISH FLOOR.
30"
COMBUSTION AIR INTAKE (W/ 1/4" MESH SCREEN)100 SQ-IN. NET TYP. FOR EA. UNIT, SEE ARCH.
20" MAX.
5'-
0
"
M
I
N
.
SE
E
S
E
C
.
9
0
6
(
B
)
30"X30" ACCESS
DRWGS. FOR DETAILS.
OPENING
WARM AIRFURNACE
LIGHT OVER CONTROLS
DISCONNECT SEE SEC. 509PROVIDE POSITIVE ELECTRICAL
LIGHT SWITCH
WORKING SPACE AT CONTROLS
SEC. 509 ALSO REQUIRE'S
CONVENIENCE OUTLET(RECEPTACLE) WITHIN 25'OF EQUIPMENT
24" WIDE SOLIDFLR'G ACCESS WAY
FIGURE 708-1.
RELATED CODE SECTIONS: 509, 708.
CENTRAL WARM-AIR FURNACES INSTALLED IN ATTIC MUST BE ACCESSIBLE FOR
ROUTINE INSPECTION AND MAINTENANCE BY THE OWNER/OCCUPANT AND FOR
SERVICE AND REPAIR AS NEEDED. CHANGING FILTERS, LUBRICATING MOTOR AND
FAN BEARINGS, CHECKING BELT TENSION, AND RELIGHTING THE PILOT FOLLOWING A
SERVICE INTERRUPTION ARE NORMAL OWNER FUNCTIONS. ADEQUATE LIGHT, AN
ELECTRICAL OUTLET, SAFE ACCESS WAY AND SUFFICIENT WORKING SPACE ON THE
CONTROL SIDE ALL ENCOURAGE AND FACILITATE MAINTENANCE AND ALSO ENABLE
RAPID EGRESS IN AN EMERGENCY.
1. ATTIC FURNACE SHALL HAVE
A. DOUBLE JOIST SUPPORTING UNIT
B. LEVEL PLATFORM
C. SEISMIC SWAY BRACE OR ANCHOR UNIT TO PLATFORM
D. 30" MIN. ACCESS (SEE PLAN)
E. CONDENSE DRAIN TO APPROVED PLUMBING FIXTURE
F. LIGHT, SWITCH, OUTLET
2. MECHANICAL EQUIPMENTS:
HEATING: SEE MECH. DWGS.
COOLING: SEE MECH. DWGS.
3. PROVIDE A MINIMUM 30X30 INCH ACCESS; MAXIMUM OF 20 FEET FROM OPENING
TO FURNACE, 24 INCH WIDE WALKWAY AND 30 INCH DEEP WORK PLATFORM; PROVIDE
ELECTRIC LIGHT OUTLET ADJACENT TO FURNACE AND SWITCH BY THE OPENING.
4. HEATING EQUIPMENT THAT MAY GENERATE A GLOW, SPARK OR FLAME SHALL
HAVE BURNERS OR PILOTS 18" ABOVE THE GARAGE FLOOR. .
5. DUCTS THROUGH ATTACHED GARAGE INTO DWELLING SHALL BE MINIMUM
26-GAUGE GALVANIZED STEEL.
6. EVERY DWELLING SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF
MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES FARENHEIT AT A POINT 3'
ABOVE THE FLOOR IN HABITABLE ROOMS. 2022 CBC SEC. 1204.1.
7. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WHOLE HOUSE FAN MEETING
THE REQUIREMENTS OUTLINED IN THE CALIFORNIA ENERGY COMMISSION '2022
BUILDING ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL AND NON-RESIDENTIAL
BUILDINGS' SUBCHAPTER 8, SECTION 150.1(c)12
SITE RELATED GENERAL NOTESQ.
1. ALL INDICATED BOUNDARY AND EXISTING SITE CONDITIONS IS BASED ON A
SURVEY PREPARED BY THE CIVIL ENGINEER.
2. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND.
3. FOR SITE PLANTING FEATURES AND IRRIGATION FACILITIES, SEE LANDSCAPE
PLANS.
4. FOR SITE GRADING UTILITIES, ELEVATION AND DRAINAGE, SEE CIVIL PLANS.
5. BEFORE COMMENCEMENT OF WORK, CONTRACTOR TO CONTACT ALL
GOVERNMENT AGENCIES AND UTILITY COMPANIES WHICH MAY HAVE SERVICES IN
THE AREA. THE CONTRACTOR SHALL BE ASSURES THAT ALL UNDERGROUND
SERVICES ARE IDENTIFIED PRIOR TO ANY SUBSURFACE EXCAVATION AND SHALL
PROTECT ALL EXISTING UNDERGROUND SERVICES.
6. PRIOR TO CONSTRUCTION, CONTRACTOR TO COORDINATE WITH UTILITY
COMPANIES AND AGENCIES ON WORK PERTAINING TO SERVICES SUCH AS CABLE TV,
ELECTRICITY, GAS, WATER AND SEWER FROM SOURCE OF SERVICES TO BUILDING
HOOK-UP.
7. OWNER SHALL FURNISH SERVICES OF GEOTECHNICAL ENGINEERS TO INCLUDE
BUT NOT LIMITED TO SOILS BORING TEST. SOILS BEARING VALUE DETERMINATION,
PERCOLATION TEST, EVALUATIONS OF HAZARDOUS MATERIALS, GROUND
CORROSION AND RESISTIVITY TESTS INCLUDING NECESSARY OPERATIONS FOR
ANTICIPATING SUBSOIL CONDITIONS WITH REPORTS AND RECOMMENDATIONS.
8. CONTACT CIVIL ENGINEER OF RECORD FOR SITE PREPARATION AND GRADING
RECOMMENDATIONS.
9. ALL SURFACE WATER TO DRAIN AWAY FROM BUILDING AND DRIVEWAY TO ALLEY
OR STREET OR PUBLIC STORM DRAIN SYSTEM.
PLUMBING NOTES (2022 CPC)P.
1. COMBUSTION AIR FOR WATER HEATERS SHALL BE SUPPLIED PER 507.3; 507.4;
507.4.1 OF 2022 CPC.
2. ANCHOR OR STRAP WATER HEATER AT POINTS WITHIN THE UPPER ONE-THIRD
(1/3) AND LOWER ONETHIRD (1/3) OF ITS VERTICAL DIMENSIONS. THE LOWER STRAP
MUST BE NO CLOSER THAN 4" ABOVE
THE CONTROLS. 2022 CPC SEC. 508.2.
3. FIBERGLASS TUB/SHOWER SHALL BE ICC APPROVED.
4. BACKWATER VALVE REQUIRED WHEN DRAINAGE PIPING HAS THE FLOOD LEVEL RIM
LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVERS. ALL
FIXTURES ABOVE UPSTREAM MANHOLE COVER SHALL NOT DISCHARGE THROUGH THE
BACKWATER VALVE.
5. PROVIDE A MIN. OF 3" DIAMETER SEWER/DRAIN LINE WITH 2% MIN. SLOPE.
6. USE 2X6 MIN. STUDS FOR PLUMBING WALLS.
7. SHOWER AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH MIXING
VALVES THAT ARE THE PRESSURE BALANCE TYPE OR TEMPERATURE LIMITING TYPE.
8. FIXTURES HAVING SLIP-JOINT CONNECTIONS SHALL HAVE A 12" X 12" MINIMUM
ACCESS PANEL.
9. SPECIFY LOW FLOW TOILETS (1.6 GALLON/FLUSH), SHOWERHEADS (2.5 GPM) AND
FAUCETS (2.5 GPM).
10. HOSE BIBBS SHALL BE FITTED WITH A NON-REMOVABLE BACKFLOW PREVENTION
DEVICE.
11. PAD SUPPORTING COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A
MINIMUM OF 3" ABOVE GRADE.
ELECTRICAL NOTES (2022 CEC)N.MECHANICAL NOTES (2022 CMC)O.
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
A0.5
2022
CALGREEN
MAXIMUM INCREMENTAL REACTIVITY (MIR). THE MAXIMUM CHANGE IN WEIGHT OF OZONE
FORMED BY ADDING A COMPOUND TO THE "BASE REACTIVE ORGANIC GAS (ROG) MIXTURE"
PER WEIGHT OF COMPOUND ADDED, EXPRESSED TO HUNDREDTHS OF A GRAM (G O³/G
ROC). NOTE: MIR VALUES FOR INDIVIDUAL COMPOUNDS AND HYDROCARBON SOLVENTS ARE
SPECIFIED IN CCR, TITLE 17, SECTIONS 94700 AND 94701.
MOISTURE CONTENT. THE WEIGHT OF THE WATER IN WOOD EXPRESSED IN PERCENTAGE
OF THE WEIGHT OF THE OVEN-DRY WOOD.
PRODUCT-WEIGHTED MIR (PWMIR). THE SUM OF ALL WEIGHTED-MIR FOR ALL INGREDIENTS
IN A PRODUCT SUBJECT TO THIS ARTICLE. THE PWMIR IS THE TOTAL PRODUCT REACTIVITY
EXPRESSED TO HUNDREDTHS OF A GRAM OF OZONE FORMED PER GRAM OF PRODUCT
(EXCLUDING CONTAINER AND PACKAGING).NOTE: PWMIR IS CALCULATED ACCORDING TO
EQUATIONS FOUND IN CCR, TITLE 17, SECTION 94521 (A).
REACTIVE ORGANIC COMPOUND (ROC). ANY COMPOUND THAT HAS THE POTENTIAL, ONCE
EMITTED, TO CONTRIBUTE TO OZONE FORMATION IN THE TROPOSPHERE.
VOC. A VOLATILE ORGANIC COMPOUND (VOC) BROADLY DEFINED AS A CHEMICAL
COMPOUND BASED ON CARBON CHAINS OR RINGS WITH VAPOR PRESSURES GREATER
THAN 0.1 MILLIMETERS OF MERCURY AT ROOM TEMPERATURE. THESE COMPOUNDS
TYPICALLY CONTAIN HYDROGEN AND MAY CONTAIN OXYGEN, NITROGEN AND OTHER
ELEMENTS. SEE CCR TITLE 17, SECTION 94508(A).
4.503 FIREPLACES
4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT
SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL
COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS
AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATION THEY ARE CERTIFIED
TO MEET THE EMISSION LIMTS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL
ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE
CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND
VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT
OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS
ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST OR
DEBRIS WHICH MAY ENTER THE SYSTEM.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH
THIS SECTION.
4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANT AND CAULKS USED ON
THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS
MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT
DISTRICT RULES APPLY:
1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS,
SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION
CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD
RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH
PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF
CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE
CHLORIDE, PERCHLOROETHYLENE AND TRICLOROETHYLENE), EXCEPT FOR AEROSOL
PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW.
2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR
CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH
MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL
COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING
PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF
REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.
4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL
COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL
MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY.
THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE
SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY
CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING,
BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2007
CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE
CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3
SHALL APPLY.
4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL
MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER
REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND
OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E)(1) AND (F)(1) OF CALIFORNIA CODE
OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE
JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY
COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE
49.
4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE,
BUT IS NOT LIMITED TO, THE FOLLOWING:
1. MANUFACTURER'S PRODUCT SPECIFICATION.
2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS.
4.304 OUTDOOR WATER USE
4.304.1 IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR
LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL
INSPECTION SHALL COMPLY WITH THE FOLLOWING:
1. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLERS THAT
AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS
WEATHER CONDITIONS CHANGE.
2. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR
COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A
SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES
WITH THE CONTROLLER(S). SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO
HAVE RAIN SENSOR INPUT.
NOTE: MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND
SPECIFICATIONS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE
WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT
SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE
1168.
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,
CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE
PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH
CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE
ENFORCING AGENCY.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A
MINIMUM OF 65 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION
WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A
MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
ORDINANCE.
EXCEPTIONS:
1. EXCAVATED SOIL AND LAND-CLEARING DEBRIS.
2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL
AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH
THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE
JOBSITE.
3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF
THIS SECTION WHEN ISOLATED JOBSITE ARE LOCATED IN AREAS BEYOND THE HAUL
BOUNDARIES OF THE DIVERSION FACILITY.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. SUBMIT A CONSTRUCTION WASTE
MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS 1 THROUGH 5. THE
CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND
SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING
AGENCY.
1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE
DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE
FOR FUTURE USE OR SALE.
2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED
ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM).
3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION
WASTE MATERIAL COLLECTED WILL BE TAKEN.
4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF
CONSTRUCTION AND DEMOLITION WASTE GENERATED.
5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE
MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY
BOTH.
4.408.3 WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY,
APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE
DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE
MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1.
NOTE: THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE
CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE
MANAGEMENT COMPANY.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. PROJECTS THAT GENERATE A
TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN
LANDFILLS, WHICH DO NOT EXCEED 3.4 LBS./SQ.FT. OF THE BUILDING AREA SHALL MEET
THE MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT GENERATE A TOTAL
COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN
LANDFILLS, WHICH DO NOT EXCEED 2 LBS./SQ.FT. OF THE BUILDING AREA, SHALL MEET THE
MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1
4.408.5 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING
AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH
5, SECTION 4.408.3 OR SECTION 4.408.4..
NOTES:
1. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING
STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/CALGREEN.HTML
MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION.
2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C & D) PROCESSORS CAN BE
LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND
RECOVERY (CALRECYCLE).
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A
MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE
ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE
BUILDING:
1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN
WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE.
2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING:
A. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND
SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE
CHARGERS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND
EQUIPMENT.
B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS.
C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR
FILTERS.
D. LANDSCAPE IRRIGATION SYSTEMS.
E. WATER REUSE SYSTEMS.
3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS
ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE
PROGRAMS AND LOCATIONS.
4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA.
5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE
HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO
MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE.
6. INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN
AND CONTROLLERS WHICH CONSERVE WATER.
7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE
IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION.
8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT
NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC.
9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS
AVAILABLE.
10. A COPY OF ALL SPECIAL INSPECTIONS VERIFICATIONS REQUIRED BY THE
ENFORCING AGENCY OR THIS [CALIFORNIA GREEN BUILDING STANDARDS] CODE.
4.410.2 RECYCLING BY OCCUPANTS. WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS
ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREA(S) THAT
SERVES ALL BUILDINGS ON THE SITE AND IS IDENTIFIED FOR THE DEPOSITING, STORAGE
AND COLLECTION OF NON-HAZARADOUS MATERIALS FOR RECYCLING, INCLUDING (AT A
MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTER, AND
METALS, OR MEET A LAWFULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE
RESTRICTIVE.
DIVISION 4.5 ENVIRONMENTAL QUALITY
SECTION 4.501 GENERAL
4.501.1 SCOPE
THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUALITY OF
AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT
AND WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS AND NEIGHBORS.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
THE FOLLOWING TERMS ARE DEFINED IN CHAPTER 2 (AND ARE INCLUDED HERE FOR
REFERENCE)
AGRIFIBER PRODUCTS. AGRIFIBER PRODUCTS INCLUDE WHEATBOARD, STRAWBOARD,
PANEL SUBSTRATES AND DOOR CORES, NOT INCLUDING FURNITURE, FIXTURES AND
EQUIPMENT (FF&E) NOT CONSIDERED BASE BUILDING ELEMENTS.
COMPOSITE WOOD PRODUCTS. COMPOSITE WOOD PRODUCTS INCLUDE HARDWOOD
PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD. "COMPOSITE WOOD
PRODUCTS" DOES NOT INCLUDE HARDBOARD, STRUCTURAL PLYWOOD, STRUCTURAL
PANELS, STRUCTURAL COMPOSITE LUMBER, ORIENTED STRAND BOARD, GLUED
LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS OR FINGER-JOINTED LUMBER, ALL AS
SPECIFIED IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 17, SECTION 93120.1.
DIRECT-VENT APPLIANCE. A FUEL-BURNING APPLIANCE WITH A SEALED COMBUSTION
SYSTEM THAT DRAWS ALL AIR FOR COMBUSTION FROM THE OUTSIDE ATMOSPHERE AND
DISCHARGES ALL FLUE GASES TO THE OUTSIDE ATMOSPHERE.
4.106.4.2.2 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS. THE EV SPACE
SHALL BEDESIGNED TO COMPLY WITH THE FOLLOWING:
1. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET (5486 MM).
2. THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET (2743 MM).
3. ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE EV SPACE, SHALL HAVE AN
8-FOOT (2438 MM) WIDE MINIMUM AISLE. A 5-FOOT (1524 MM) WIDE MINIMUM AISLE SHALL BE
PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET (3658 MM).
A. SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOT EXCEED 1 UNIT
VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERCENT SLOPE) IN ANY DIRECTION.
4.106.4.2.3 SINGLE EV SPACE REQUIRED. INSTALL A LISTED RACEWAY CAPABLE OF
ACCOMMODATING A 208/240-VOLT DEDICATED BRANCH CIRCUIT. THE RACEWAY SHALL NOT
BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL
ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED
CABINET, BOX OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE
EV SPACES. CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE RACEWAY TERMINATION
POINT. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A
40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT
INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.
4.106.4.2.4 MULTIPLE EV SPACES REQUIRED. CONSTRUCTION DOCUMENTS SHALL INDICATE
THE RACEWAY TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV SPACES
AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL ALSO PROVIDE INFORMATION ON
AMPERAGE OF FUTURE EVSE, RACEWAY METHOD(S), WIRING SCHEMATICS AND
ELECTRICAL LOAD CALCULATIONS TO VERIFY THAT THE ELECTRICAL PANEL SERVICE
CAPACITY AND ELECTRICAL SYSTEM, INCLUDING ANY ON-SITE DISTRIBUTION
TRANSFORMER(S), HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL EVS AT
ALL REQUIRED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN
SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. RACEWAYS AND RELATED
COMPONENTS THAT ARE PLANNED TO BE INSTALLED UNDERGROUND, ENCLOSED,
INACCESSIBLE OR IN CONCEALED AREAS AND SPACES SHALL BE INSTALLED AT THE TIME
OF ORIGINAL CONSTRUCTION.
4.106.4.2.5 INDENTIFICATION. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY
SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR
FUTURE EV CHARGING PURPOSES AS "EV CAPABLE" IN ACCORDANCE WITH THE
CALIFORNIA ELECTRICAL CODE.
NOTES:
1. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION ADOPTS AND PUBLISHES THE
"CALIFORNA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD)" TO
PROVIDE UNIFORM STANDARDS AND SPECIFICATIONS FOR ALL OFFICIAL TRAFFIC
CONTROL DEVICES IN CALIFORNIA. ZERO EMISSION VEHICLE SIGNS AND PAVEMENT
MARKINGS CAN BE FOUND IN THE NEW POLICIES & DIRECTIVES NUMBER 13-01.
WEBSITE: WWW.DOT.CA.GOV/TRAFFICOPS/POLICY/13-01.PDF
2. SEE VEHICLE CODE SECTION 22511 FOR EV CHARGING SPACE SIGNAGE IN
OFF-STREET PARKING FACILITIES AND FOR USE OF EV CHARGING SPACES.
3. THE GOVERNOR'S OFFICE OF PLANNING AND RESEARCH (OPR) PUBLISHED A
"ZERO-EMISSION VEHICLE COMMUNITY READINESS GUIDEBOOK" WHICH PROVIDES
HELPFUL INFORMATION FOR LOCAL GOVERNMENTS, RESIDENTS AND BUSINESSES.
WEBSITE: HTTP://OPR.CA.GOV/DOCS/ZEV_GUIDEBOOK.PDF.
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the
California Energy Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES
(WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL
COMPLY WITH THE FOLLOWING:
4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS
SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE
CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE
SPECIFICATION FOR TANK-TYPE TOILETS.
NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE
COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH.
4.303.1.2 URINALS. THE EFFECTIVE FLUSH VOLUME OF WALL MOUNTED URINALS SHALL
NOT EXCEED 0.125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER
URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
4.303.1.3 SHOWERHEADS.
4.303.1.3.1 SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE
OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE
CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE
SPECIFICATION FOR SHOWERHEADS.
4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER. WHEN A SHOWER IS SERVED
BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE
SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE
SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE
DESIGNED TO ONLY ALLOW ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI
MIN. 0.8 GPM @ 20 PSI
LAVATORY FAUCETS IN COMMON &
PUBLIC USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.25 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE
FOR THE USER.
NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.
4.303.1.4 FAUCETS.
4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL
LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE
MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8
GALLONS PER MINUTE AT 20 PSI.
4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM
FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS
(OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT
EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI.
4.303.1.4.3 METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL
BUILDINGS SHALL NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE.
4.303.1.4.4 KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL
NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY
INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER
MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER
MINUTE AT 60 PSI.
NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS
MAY BE USED TO ACHIEVE REDUCTION.
4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND
FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE,
AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE
CALIFORNIA PLUMBING CODE.
CHAPTER 3 GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. BUILDINGS SHALL BE DESIGNED TO INCLUDE THE GREEN BUILDING
MEASURES SPECIFIED AS MANDATORY IN THE APPLICATION CHECKLISTS CONTAINED IN
THIS CODE. VOLUNTARY GREEN BUILDING MEASURES ARE ALSO INCLUDED IN THE
APPLICATION CHECKLISTS AND MAY BE INCLUDED IN THE DESIGN AND CONSTRUCTION OF
STRUCTURES COVERED BY THIS CODE, BUT ARE NOT REQUIRED UNLESS ADOPTED BY A
CITY, COUNTY, OR CITY AND COUNTY AS SPECIFIED IN SECTION 101.7.
301.1.1 ADDITIONS AND ALTERATIONS. [HCD] THE MANDATORY PROVISIONS OF CHAPTER 4
SHALL BE APPLIED TO ADDITIONS OR ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS
WHERE THE ADDITION OR ALTERATION INCREASES THE BUILDING'S CONDITIONED AREA,
VOLUME, OR SIZE. THE REQUIREMENTS SHALL APPLY ONLY TO AND/OR WITHIN THE
SPECIFIC AREA OF THE ADDITION OR ALTERATION.
NOTE: ON AND AFTER JANUARY 1, 2014, RESIDENTIAL BUILDINGS UNDERGOING
PERMITTED ALTERATIONS, ADDITIONS, OR IMPROVEMENTS SHALL REPLACE
NONCOMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING
FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE
OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL
PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE
SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING
FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT
ENACTMENT DATES.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] THE PROVISIONS OF
INDIVIDUALSECTIONS OF CALGREEN MAY APPLY TO EITHER LOW-RISE RESIDENTIAL
BUILDINGS HIGH-RISE RESIDENTIAL BUILDINGS, OR BOTH. INDIVIDUAL SECTIONS WILL BE
DESIGNATED BY BANNERS TO INDICATE WHERE THE SECTION APPLIES SPECIFICALLY TO
LOW-RISE ONLY (LR) OR HIGH-RISE ONLY (HR). WHEN THE SECTION APPLIES TO BOTH
LOW-RISE AND HIGH-RISE BUILDINGS, NO BANNER WILL BE USED.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. IN MIXED OCCUPANCY BUILDINGS, EACH PORTION OF
A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE
TO EACH SPECIFIC OCCUPANCY.CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
ABBREVIATION DEFINITIONS:
HCD DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
BSC CALIFORNIA BUILDING STANDARDS COMMISSION
DSA-SS DIVISION OF THE STATE ARCHITECT, STRUCTURAL SAFETY
OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT
LR LOW RISE
HR HIGH RISE
AA ADDITIONS AND ALTERATIONS
N NEW
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
THE FOLLOWING TERMS ARE DEFINED IN CHAPTER 2 (AND ARE INCLUDED HERE FOR
REFERENCE)
FRENCH DRAIN. A TRENCH, HOLE OR OTHER DEPRESSED AREA LOOSELY FILLED WITH
ROCK, GRAVEL, FRAGMENTS OF BRICK OR SIMILAR PERVIOUS MATERIAL USED TO
COLLECT OR CHANNEL DRAINAGE OR RUNOFF WATER.
WATTLES. WATTLES ARE USED TO REDUCE SEDIMENT IN RUNOFF. WATTLES ARE OFTEN
CONSTRUCTED OF NATURAL PLANT MATERIALS SUCH AS HAY, STRAW OR SIMILAR
MATERIAL SHAPED IN THE FORM OF TUBES AND PLACED ON A DOWNFLOW SLOPE.
WATTLES ARE ALSO USED FOR PERIMETER AND INLET CONTROLS.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL
BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE
NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF SLOPES,
MANAGEMENT OF STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY
WITH THIS SECTION.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS
WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER
COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL
MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE
STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING
MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY,
PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE.
1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM
WATER ON THE SITE.
2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM,
COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE
FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED
BY THE ENFORCING AGENCY.
3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT
ORDINANCE.
4.106.3 GRADING AND PAVING. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE
GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP
WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE
WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. SWALES
2. WATER COLLECTION AND DISPOSAL SYSTEMS
3. FRENCH DRAINS
4. WATER RETENTION GARDENS
5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM
BUILDINGS AND AID IN GROUNDWATER RECHARGE.
EXCEPTION: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH.
4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION. NEW
CONSTRUCTION SHALL COMPLY WITH SECTIONS 4.106.4.1 AND 4.106.4.2 TO FACILITATE
FUTURE INSTALLATION AND USE OF EV CHARGERS. ELECTRIC VEHICLE SUPPLY
EQUIPMENT (EVSE) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625.
EXCEPTIONS: ON A CASE-BY-CASE BASIS, WHERE THE LOCAL ENFORCING AGENCY HAS
DETERMINED EV CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE BASED UPON ONE
OR MORE OF THE FOLLOWING CONDITIONS:
1. WHERE THERE IS NO COMMERCIAL POWER SUPPLY.
2. WHERE THERE IS EVIDENCE SUBSTANTIATING THAT MEETING THE
REQUIREMENTS WILL ALTER THE LOCAL UTILITY INFRASTRUCTURE DESIGN
REQUIREMENTS ON THE UTILITY SIDE OF THE METER SO AS TO INCREASE THE
UTILITY SIDE COST TO THE HOMEOWNER OR DEVELOPER BY MORE THAN
$400.00 PER UNIT.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE-RESIDENTIAL MANDATORY MEASURES
4.106.4.1 NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED
PRIVATE GARAGES. FOR EACH DWELLING UNIT, INSTALL A LISTED RACEWAY TO
ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT
BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL
ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED
CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED
LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT
ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SERVICE PANEL
AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM
DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A
BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.
4.106.4.1.1 IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL
IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV
CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE
PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".
4.106.4.2 NEW MULTIFAMILY DWELLINGS. WHERE 17 OR MORE MULTIFAMILY DWELLING
UNITS ARE CONSTRUCTED ON A BUILDING SITE, 3 PERCENT OF THE TOTAL NUMBER OF
PARKING SPACES PROVIDED FOR ALL TYPES OF PARKING FACILITIES, BUT IN NO CASE
LESS THAN ONE, SHALL BE ELECTRIC VEHICLE CHARGING STATIONS (EV SPACES) CAPABLE
OF SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE NUMBER OF EV SPACES SHALL
BE ROUNDED UP TO THE NEAREST WHOLE NUMBER.
NOTE:CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE
PROJECT'S CAPABILITY AND CAPACITY FOR FACILITATING FUTURE EV CHARGING. THERE IS
NO REQUIREMENT FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV
CHARGERS ARE INSTALLED FOR USE.
4.106.4.2.1 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) LOCATIONS. CONSTRUCTION
DOCUMENTS SHALL INDICATE THE LOCATION OF PROPOSED EV SPACES. AT LEAST ONE EV
SPACE SHALL BE LOCATED IN COMMON USE AREAS AND AVAILABLE FOR USE BY ALL
RESIDENTS.
WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY SECTION 4.106.2.2, ITEM 3,
SHALL COMPLY WITH AT LEAST ONE OF THE FOLLOWING OPTIONS:
1.THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLE PARKING SPACE
MEETING THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, CHAPTER 11A, TO
ALLOW USE OF THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE.
2.THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, AS DEFINED IN THE
CALIFORNIA BUILDING CODE, CHAPTER 2, TO THE BUILDING.
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
A0.6
2022
CALGREEN
4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE TESTING AND PRODUCT REQUIREMENTS OF AT LEAST ONE OF THE FOLLOWING:
1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM.
2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE
TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM
INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VERSION 1.1, FEBRUARY
2010 (ALSO KNOWN AS SPECIFICATION 01350).
3. NSF/ANSI 140 AT THE GOLD LEVEL.
4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGETM GOLD.
4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR
SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL
PROGRAM.
4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF
TABLE 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED , AT
LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE
OR MORE OF THE FOLLOWING:
1.PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,
"STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC
CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL
CHAMBERS," VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION
01350), CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE
FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS
DATABASE.
2.PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE
GREENGUARD CHILDREN & SCHOOLS PROGRAM).
3.CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI)
FLOORSCORE PROGRAM.
4.MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD
FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS
FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS", VERSION 1.1,
FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350).
4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND
MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR
EXTERIOR OF THE BUILDINGS SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS
SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR
93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN
TABLE 4.504.5
4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL
INCLUDE AT LEAST ONE OF THE FOLLOWING:
1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.
2. CHAIN OF CUSTODY CERTIFICATIONS.
3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD
PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.).
4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2
STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS
2269, EUROPEAN 636 3S STANDARDS, AND CANADIAN CSA 0121, CSA 0151, CSA 0153 AND
CSA 0325 STANDARDS.
5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE
CALIFORNIA BUILDING STANDARDS CODE.
4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO
HAVE A VAPOR RETARDER BY CALIFORNIA BUILDING CODE, CHAPTER 19, OR CONCRETE
SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA
RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION.
4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE
WITH AT LEAST ONE OF THE FOLLOWING:
1. A 4-INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7MM) OR LARGER CLEAN
AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH
CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING,
SHRINKAGE, AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE
AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06.
2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY.
3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE
SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL
NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE
CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE
FOLLOWING:
1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE-TYPE OR
CONTACT-TYPE MOISTURE METER.EQUIVALENT MOISTURE VERIFICATION METHODS
MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY
REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE.
2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET
(1219 MM) FROM THE GRADE STAMPED END OF EACH PIECE VERIFIED.
3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL
AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING
AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR
FRAMING.
INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT
SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR
CAVITIES. WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS'
DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY
VENTILATED AND SHALL COMPLY WITH THE FOLLOWING:
1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE
OUTSIDE THE BUILDING.
2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION
SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.
A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF
80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF
ADJUSTMENT.
B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST
FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN)
NOTES:
1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH
CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION.
2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH
THE CALIFORNIA ENERGY CODE.
TABLE 4.504.2 - SEALANT VOC LIMIT
(LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER)
SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN
SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR
RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB.
1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED
IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A
NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM.
UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT
SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL
HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF
ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT
LIMITED TO THE FOLLOWING:
1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.
2. PUBLIC UTILITY TRAINING PROGRAMS.
3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY
CONSULTING OR VERIFICATION ORGANIZATIONS.
4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.
5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
702.2 SPECIAL INSPECTION [HCD]. WHEN REQUIRED BY THE ENFORCING AGENCY, THE
OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE
OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY
TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL
DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE
PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER
CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE
FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING
AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR:
1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR
STANDARD PUBLISHER.
2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION
ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS,
AND HOME ENERGY AUDITORS.
3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN
THE APPROPRIATE TRADE.
4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
NOTES:
1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL I
NTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR
COMPLIANCE WITH THIS CODE.
2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA
ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE
HOME ENERGY RATING SYSTEM (HERS).
[BSC] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE
ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL
INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE
COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE
TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF
INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL
HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL
ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION
SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE
LOCAL AGENCY.
NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO
FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR
COMPLIANCE WITH THIS CODE.
703 VERIFICATIONS
703.1 DOCUMENTATION. DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE
SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS,
SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR
OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE
SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION
IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED
IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST.
DIVISION 4.5 ENVIRONMENTAL QUALITY (CONTINUED)
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF.
AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE
WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL
INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120
THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM).
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE-RESIDENTIAL MANDATORY MEASURES
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR
CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT
SELECTED USING THE FOLLOWING METHODS:
1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2
MANUAL J - 2011 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER
EQUIVALENT DESIGN SOFTWARE OR METHODS.
2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D - 2014
(RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN
SOFTWARE OR METHODS.
3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3
MANUAL S - 2014 (RESIDENTIAL EQUIPMENT SELECTION), OR OTHER EQUIVALENT DESIGN
SOFTWARE OR METHODS.
EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE
THE SYSTEM FUNCTIONS ARE ED ACCEPTABLE.
447.50'
449.30
449.50'
450.00'
447.25'
G / M
A/C
447.40'
449.50'449.50'449.50'449.50'
449.25'
450.17'450.17'450.17'
450.00'
449.50'
450.00'
450.00'
450.00'
450.17'
G / M
ELEC
G / MELECG / M
A/C
450.00'
449.50'
450.00'450.00'
ELEC ELEC
447.11'
446.63'445.67'
441.80'441.00'
±6'-3"32'-10"32'-10"27'-10"32'-10"
30
'
-
0
"
±6'-3"32'-10"32'-10"27'-10"32'-10"
441.00'
441.00'
440.50'
A/C A/C
440.50'
440.50'440.50'
440.58'
447.11'
446.63'445.67'
441.80'441.00'
441.00'
440.55'
440.63'
±6'-3"32'-10"32'-10"27'-10"32'-10"
30
'
-
0
"
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
A0.7
CODE
ANALYSIS
DIAGRAM - SITE PLAN 1
CODE ANALYSIS
1
1
ALL
OTHERS5 < X < 10
< 5
FIRE SEPARATION
DISTANCE: X (FT)
TYPE OF
CONSTRUCTION
OCCUPANCY
R, U
OCCUPANCY SEPARATION: (2022 CBC TABLE 508.4)
1. REQUIRED SEPARATION OF OCCUPANCY (HRS) FOR R-3 & U = 1 HR.
200 GROSSR-3
ENCLOSED GARAGE
RESIDENTIAL
OCCUPANCY
(FT)
W/O SPRINKLER
(FT)
W/ SPRINKLER
200R 250
300U 400
FIRE RESISTANCE RATINGS REQUIREMENTS FOR EXTERIOR WALLS
BASED ON FIRE SEPARATION DISTANCE: (2022 CBC TABLE 602)
10
OCCUPANCY
R
NOTE:
1. WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THE SEPARATION
DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.
2. WHERE A BLDG IS EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM, IN ACCORDANCE WITH SEC 903.3.1 OR 903.3.2.
SPACES W/ ONE EXIT OR EXIT ACCESS DOORWAY:
(2022 CBC TABLE 1006.2.1)
MAXIMUM OCCUPANT LOAD
OCCUPANCY LOAD: (2022 CBC
TABLE 1004.1.2)
2
ALLOWABLE HEIGHT & BLDG AREA (2022 CBC TABLE 504.4 AND 506.2)
R-3, U TYPE V-B 3ULBLDG 1
SPRINKLERED (S13D)
EXIT ACCESS TRAVEL DISTANCE:
(2022 CBC TABLE 1016.2)
BLDG 1
OC: R-3
TYPE V-B, SPRINKLERED
FLOOR AREA NUMBER
OF
STORIES
OCCU-
PANCY
CONSTRUCT-
ION TYPE
ALLOWABLE
AREA
ALLOWABLE NUMBER
OF STORIES ABOVE
GRADE PLAN
2R-3: 3,861 SF R-3, U TYPE V-B 3ULBLDG 2
U: 2,618 SF*
SPRINKLERED (S13D)
R-3: 3,257 SF
U: 2,328 SF*
OCCUPANT LOAD FACTOROCCU-
PANCY
FUNCTION OF
SPACE
NOTE:
1. WHEN EQUIPPED THROUGHOUT WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH
SECTION 903.3., THE FIRE-RESISTANCE RATING SHALL NOT BE REQUIRED WHEN THE FIRE SEPARATION IS 3 FT OR MORE.
BLDG 2
OC: R-3
TYPE V-B, SPRINKLERED
SCALE: 3/32" = 1'-0"
NORTH
DIAGRAM - BASEMENT PLAN 2
SCALE: 3/32" = 1'-0"
NORTH
UNIT 1 GARAGE
UNIT 2 GARAGE
DIAGRAM - SECTION 3
SCALE: 3/32" = 1'-0"
OPEN
TO
ABOVE
BLDG 1
OC: R-3
TYPE V-B, SPRINKLERED
BLDG 2
OC: R-3
TYPE V-B, SPRINKLERED
UNIT 2 GARAGEUNIT 3 GARAGEUNIT 4 GARAGE UNIT 1 GARAGE
UNIT 1UNIT 2UNIT 3UNIT 4
ENCLOSED GARAGE
OC: U
TYPE V-B, SPRINKLERED
OPEN TO ABOVE
200 GROSS
49U
ENCLOSED GARAGE
OC: U
TYPE V-B, SPRINKLERED
BLDG 1
ENCLOSED GARAGE
OC: U
TYPE V-B, SPRINKLERED
U
UNIT 4 GARAGE
BLDG 2
ENCLOSED GARAGE
OC: U
TYPE V-B, SPRINKLERED
UNIT 3 GARAGE
OPEN TO ABOVE
OPEN TO ABOVE
UNIT 4 UNIT 3 UNIT 2 UNIT 1
UNIT 4 STAIRS
OC: R-3
UNIT 3 STAIRS
OC: R-3
UNIT 2 STAIRS
OC: R-3
UNIT 1 STAIRS
OC: R-3
1-HR WALL SEPARATION
1-HR WALL SEPARATION
1-HR WALL SEPARATION 1-HR FLOOR/CEILING SEPARATION1-HR FLOOR/CEILING SEPARATION
NOTE:
*THE AREA OF A PRIVATE GARAGE ACCESSORY TO GROUP R-3 ONE- OR TWO FAMILY DWELLINGS SHALL NOT BE GREATER THAN
3,000 SF IN AREA (SECTION 406.3.1, EXCEPTION)
1-HR WALL SEPARATION 1-HR WALL SEPARATION
ALLOWABLE AREA DIAGRAM 4
SCALE: 3/32" = 1'-0"
TOTAL AREA OF OPENING: 144 SF
TOTAL AREA OF EXTERIOR WALL: 1,100 SF
136 SF / 1,081 SF X 100 =13.09%
FIRE SEPARATION
DISTANCE (FT)
MAXIMUM AREA OF EXTERIOR WALL
OPENINGS BASED ON FIRE SEPARATION
DISTANCE AND DEGREE OF OPENING
PROTECTION (2022 CBC TABLE 705.8)
DEGREE OF OPENING
PROTECTION
ALLOWABLE
AREA
0 TO < 3'
UNPROTECTED,
NONSPRINKLERED (UP, NS)
UNPROTECTED,
SPRINKLERED (UP, S)
PROTECTED (P)
UNPROTECTED,
NONSPRINKLERED (UP, NS)
UNPROTECTED,
SPRINKLERED (UP, S)
PROTECTED (P)
3 TO < 5'
NOT
PERMITTED
NOT
PERMITTED
NOT
PERMITTED
NOT
PERMITTED
15%
15%
UNPROTECTED,
NONSPRINKLERED (UP, NS)
UNPROTECTED,
SPRINKLERED (UP, S)
PROTECTED (P)
5 TO < 10'
10%
25%
25%
UNIT 2 AND 3 WALL OPENING
IM
A
G
I
N
A
R
Y
P
R
O
P
E
R
T
Y
L
I
N
E
IM
A
G
I
N
A
R
Y
P
R
O
P
E
R
T
Y
L
I
N
E
IM
A
G
I
N
A
R
Y
P
R
O
P
E
R
T
Y
L
I
N
E
S8
9
°
3
7
'
5
3
"
W
50
.
0
4
N8
9
°
3
4
'
5
6
"
E
50
.
0
3
N00°25'02"W
169.06
N00°25'14"W
169.10
GE
N
O
A
S
T
AL
L
E
Y
W
A
Y
447.50'
449.30
449.50'
450.00'
447.25'
447.40'
449.50'449.50'449.50'449.50'
449.25'
450.17'450.17'450.17'
450.00'
449.50'
450.00'
450.00'
450.00'
450.17'
450.00'
449.50'
450.00'450.00'
447.11'
446.63'445.67'
441.80'441.00'
157 GENOA
1-STORY MULTI-FAMILY UNIT
BUILT IN 1926
1,116 SF
159 GENOA
1-STORY MULTI-FAMILY UNIT
BUILT IN 1955
746 SF
SCALE: 1/16" = 1'-0"
OVERALL SITE DEMOLITION PLAN 1
NORTH
4
3
2
5
6
7
1 EXISTING BRICK EDGING AND DRIVEWAY TO BE REMOVED ENTIRELY
EXISTING WOOD FENCE TO BE REMOVED
EXISTING 9" DIA, CRAPE MYRTLE TREE (UNPROTECTED) PER ARBORIST REPORT
TO BE REMOVED
EXISTING CONCRETE BLOCK WALL TO BE REMOVED
EXISTING HARDSCAPE AREA TO BE REMOVED
EXISTING 1-STORY MULTI-FAMILY HOUSING UNIT TO BE REMOVED,
SEE SHEET NOTE M13/A0.4
EXISTING WATER METER TO BE RELOCATED (PER SITE PLAN)
2 134
4 2
5
66
2
7
5 8
8 EXISTING CURB CUT AND PORTION OF SIDEWALK TO BE REMOVED PER
CITY OF ARCADIA STANDARDS
PROJECT HAS ZERO ON-SITE OR NEARBY OFF-SITE OAK SPECIES TREES
OVERALL SITE
DEMOLITION
PLAN
SITE DEMOLITION PLAN NOTES
A1.0
2
2
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
1
9 REMOVE EXISTING BRICK PORTCH AND STEP
10 EXISTING SIDEWALK TO REMAIN
9
10
GUEST
PARKING
(PARALLEL
PARKING)
S8
9
°
3
7
'
5
3
"
W
50
.
0
4
N8
9
°
3
4
'
5
6
"
E
50
.
0
3
N00°25'02"W
169.06
N00°25'14"W
169.10
GE
N
O
A
S
T
AL
L
E
Y
W
A
Y
13R
DN
4R
UP 447.50'
449.30
449.50'
450.00'
447.25'
G / M
A/C
11'-6"11'-6" MIN.
447.40'5R
UP
OPEN SPACE
121 SF
12'-1"
10
'
-
0
"
449.50'449.50'449.50'449.50'
449.25'
UNIT 2
TYPE B
450.17'
UNIT 3
TYPE B
450.17'
UNIT 4
TYPE B2
450.17'
BLDG 2
OPEN TO
BELOW
OPEN SPACE
328 SF
OPEN SPACE
207 SF
450.00'
449.50'
450.00'
±6'-3"
8'-0"8'-0"8'-0"12'-6"4'-0"4'-0"
16'-2"16'-8"11'-3"
11'-8 1/2"
4'-2"
4'-0"
25'-0"FRONT YARD SETBACK
(25'-0" MIN.)
11'-6 1/2"132'-7"
32'-10"32'-10"
11'-6"25'-0"FRONT YARD SETBACK
(25'-0" MIN.)
132'-7"
32'-10"
5'
-
0
"
18
'
-
6
"
5'
-
6
"
4'
-
6
"
4'
-
8
"
30
'
-
0
"
10
'
-
0
"
10
'
-
0
"
3'
-
1
0
"
26
'
-
2
"
4'-
6
"
5'-
6
"
10
'
-
0
"
30
'
-
0
"
10
'
-
0
"
9'-6"
12'-5"16'-2"±6'-3"
19'-4"
27'-10"
5'-0"
4'-0"
16'-8"16'-8"16'-2"
5'
-
0
"
5'
-
0
"
13'-1 1/2"4'-0"24'-10"
450.00'
450.00'
4'-10"15'-2"
4'
-
6
"
5'
-
6
"
UNIT 1
TYPE A
450.17'
BLDG 1
G / M
TRASH
ELEC
16'-4"
OPEN SPACE
328 SFG / MELECG / M
A/C
450.00'
449.50'
450.00'
10'-0"
6'-
6
"
10'-0"ALLEY WIDTH
8'-6"3'-0"
11
'
-
6
"
10
'
-
6
"
5'-0"5'-0"
10'-0"
PARKWAY WIDTH
24
'
-
2
"
5'-9"3'-0" MIN.
16R
DN
450.00'
5'
-
0
"
4'-
6
"
4'-
6
"
4'-
6
"
ELEC ELEC
1'
-
0
"
4'
-
0
"
2'-
1
0
"
447.11'
446.63'445.67'
12%
DN 6%
DN441.80'
20%
DN
10%
DN
441.00'
R2
5
'
-
0
"
R2
5
'
-
0
"
4'
-
0
"
ADJACENT DWELLING
447.50'
449.30
449.50'
450.00'
447.25'
447.40'
449.50'449.50'449.50'449.50'
449.25'
450.17'450.17'450.17'
450.00'
449.50'
450.00'
450.00'
450.00'
450.17'
450.00'
449.50'
450.00'450.00'
447.11'
446.63'445.67'
441.80'441.00'
ADJACENT DWELLING
A1.1
SITE PLAN
SCALE: 1/8" = 1'-0"
OVERALL SITE PLAN 1
NORTH
A
1
B
2
CDEF
1
2
2
A4.2
1
A4.1
2
A4.1
1
A4.3
4
11
12 5
7
9
2
17
795
7
10
15 8
9 5
4
8 5
5
39
18
104 13
18 948
9
24
7 10 13 9 12
14
19
9 13
12
5
10
4
9 16
16
16
96
4
3
2
5
6
9
7
12
8
11
1 NEW CONCRETE DRIVEWAY.1-4
AD1
10
13
14
NEW CURB CUT PER CITY OF ARCADIA STANDARDS.
NEW CONCRETE MASONRY UNIT RETAINING WALL PER STRUCT.AND
NEW CONCRETE MASONRY UNIT WALL, HEIGHT PER ELEVATION.
NEW CONCRETE WALKWAY AND STEPS.
NEW BASEMENT EXHAUST SHAFT.
LANDSCAPE PER LANDSCAPE DRAWINGS.
NEW WOOD DECK W/ ELASTOMERIC/WATERPROOFED FINISH.
NEW WOOD GATE AND OR FENCE PER ELEVATION AND
NEW TREE PER LANDSCAPE DRAWINGS.
GUEST PARKING SPACE PER CITY OF ARCADIA STANDARDS.
GAS METER LOCATION, COORDINATE W/ PLUMBING DISCIPLINE
EXISTING WATER METER LOCATION.
15 TRASH ENCLOSURE PER CITY OF ARCADIA STANDARDS
(9'W x 6"d x 6'H MIN.)
16 BERM, SEE SECTION 1/A5.1 AND COORDINATE W/ LANDSCAPING DISCIPLINE
17 EXISTING SIDEWALK TO BE IMPROVED PER CITY OF ARCADIA STANDARDS.
18 NEW 'MITSUBISHI' MXZ-4C36NAHZ HEAT PUMP UNIT PER ENERGY CALCULATIONS
10.10, SEER: 15.80, EER: 11.30 (SET ON EQUIPMENT CONCRETE PAD)
19
20 NEW 6" CURB PER GRADING DRAWINGS.
NOTE: A BOUNDARY AND TOPOGRAPHIC SURVEY WAS CONDUCTED BY EGL
ASSOCIATES INC., A LICENSED SURVEYOR. ALL PROPERTY LINES, SETBACKS,
EASEMENTS, FENCES, BUILDING CORNERS, TOPOGRAPHIC LINES, SPOT
ELEVATIONS, AND OTHER LEGAL PARCEL-SPECIFIC LINEWORK SHOWING IN THIS
DRAWING SET WERE SOURCED FROM THE SURVEYOR'S PROVIDED MAP.
EXISTING SIGN POST TO REMAIN.
SITE PLAN NOTES
ELECTRIC METER LOCATION, COORDINATE W/ ELECTRICAL DISCIPLINE
11
AD1
6,7
AD1
9
AD1
4
AD4
4
AD4
1-2
AD1
1
A4.2
1
A4.4
2
A4.4
2
A4.3
1
A6.3
1
A5.1
1
A5.2
2
A5.1
2
A5.2
1
A5.3
2
A5.3
SCALE: 1/8" = 1'-0"
SITE LIGHTING PLAN 2
NORTH
TO TIMER
±6'-5"22'-6"
6'-0"22'-6"TYP.
TO TIMER AND PHOTOCELL
SEE 1/A2.6
TO TIMER AND PHOTOCELL
8
AD1
RECESSED LIGHT IN CMU BLOCK WALL PER OWNER,
24" A.F.F.
12,16
A6.2
17,18
AD5
11
AD4
5
AD11'-9"
EQ
.
EQ
.
22'-6"
1
1
TYP.
10 2
102
21 NEW 'MITSUBISHI' MXZ-8C60NA HEAT PUMP UNIT PER ENERGY CALCULATIONS
HSPF/COP: 10.00, SEER: 15.10, EER: 9.60 (SET ON CONCRETE EQUIPMENT PAD)
1
1
NOTE: PHOTOCONTROLS AND TIMERS
SHALL COMPLY WITH §110.9(B)1 AND 2
TO LIGHT,
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
23
8 8
7 1 22
22
7
7
5
94
5
22 EXISTING SIDEWALK MODIFY AT NEW APRON)
23 PROVIDE CONCRETE WHEELSTOP
24 8" STEEL PIPE BOLLARD, SEE DETAIL 19/A6.2
UP
14R
2-CAR GARAGE
394 SF
2'
-
1
0
"
16
'
-
0
"
4'
-
4
"
2'-
2
"
25
'
-
4
"
SLOPE
DN 2"
21
'
-
0
"
4'
-
4
"
25
'
-
4
"
15'-4"
WH
19'-4 1/2"
20
'
-
4
"
1
5'-0"15'-4"
11"10'-10"
13
5'-0"
4"
4'-0"
441.00'13R
UP
15R
UP
441.00'
±6'-3"
8'-0"8'-0"8'-0"3'-6"20'-4"20'-4"12'-6"
20'-4"25'-0"20'-4"11'-2"
12'-5 1/2"
4'-2"
12'-6"
25'-0"FRONT YARD SETBACK
(25'-0" MIN.)
11'-6 1/2"132'-7"
32'-10"32'-10"
11'-6"25'-0"FRONT YARD SETBACK
(25'-0" MIN.)
132'-7"
32'-10"
5'
-
0
"
5'
-
0
"
25
'
-
4
"
5'
-
0
"
5'
-
0
"
4'
-
8
"
30
'
-
0
"
10
'
-
0
"
10
'
-
0
"
3'
-
1
0
"
26
'
-
2
"
5'
-
6
"
4'
-
6
"
10
'
-
0
"
30
'
-
0
"
10
'
-
0
"
9'-6"
25'-0"20'-4"±6'-3"
19'-4"
27'-10"
GUEST
PARKING 12
'
-
0
1
/
2
"
PA
R
K
I
N
G
W
I
D
T
H
(1
1
'
-
6
"
M
I
N
.
)
19'-8"PARKING LENGTH
19'-0" MIN.
25'-0"25'-0" MIN.25'-0"25'-0" MIN.
5'-0"
UNIT 4
TYPE B2
UNIT 3
TYPE B
UNIT 2
TYPE B
UNIT 1
TYPE A
17
'
-
0
1
/
2
"
7'-10 1/2"
5'
-
0
"
5'
-
0
"
440.50'
(2
)
B
I
C
Y
C
L
E
LO
C
K
E
R
9'-0"
3'-0"
A/C A/C
OPEN TO
ABOVE
440.50'
440.50'440.50'
4.42%
DN
440.58'
447.11'
446.63'445.67'
12%
DN 6%
DN441.80'
20%
DN
10%
DN
441.00'
2'
-
1
0
"
R2
5
'
-
0
"
R2
5
'
-
0
"
2'-6"
1'
-
6
"
441.00'
440.55'
440.63'
2'
-
1
0
"
UP
14R
20'-4"
17
'
-
3
1
/
2
"
1'-
9
"
3'-
8
"
1'
-
4
1
/
2
"
16
'
-
0
"
17
'
-
3
1
/
2
"
3'-
8
"
13
'
-
7
1
/
2
"
20'-4"
3'-8"16'-8"
WH
19'-4 1/2"
3'-4"16'-0 1/2"
18
'
-
2
"
2-CAR GARAGE
351 SFSLOPE
DN 2"
1
13
5'-
6
"
5'-
6
"
4"
4"
A
1
B
2
CDEF
1
2
4
3
2
5
6
7
8
1 NEW CONCRETE DRIVEWAY.1-3
AD1
NEW CONCRETE RETAINING WALL PER STRUCT.
NEW CONCRETE WALKWAY AND STEPS.
NEW BASEMENT EXHAUST SHAFT.
GUEST PARKING SPACE PER CITY OF ARCADIA STANDARDS.
'DURA' DL2 2-BIKE LOCKER UNIT. INSTALL PER MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. COLOR: GRAPHITE (PROVIDE 'PADLOCK' STYLE HANDLE
NEW 6" AFTER-SET CURB AT GARAGE WALL
OVERALL BASEMENT PLAN NOTES
11
AD1
17,18
AD5
1-2
AD1
4
3
2
1 LINE OF BUILDING ABOVE
TANKLESS WATER HEATER PER ENERGY CALCULATIONS. PROVIDE
VENT TO OUTSIDE OF GARAGE.
BASEMENT FLOOR PLAN NOTES
A1.2
BASEMENT
PLANS
SCALE: 1/8" = 1'-0"
OVERALL BASEMENT PLAN 1
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED TYPE A BASEMENT PLAN 2
NORTH
SCALE: 1/4" = 1'-0"
3
NORTH
ENLARGED TYPE B & B2 BASEMENT PLAN
213
4 3
6
5
5
7
8
1B
A6.2
2B
A6.2
N O T E: UN I T S 2 A N D 4 PL ANS
SHOWN. UNIT 3 PLAN IS MIRRORED.
ABGRIDGRID
2 2
1
A5.1
1
A5.2
2
A5.1
1
A5.2
1
A5.1 UNIT 2
UNIT 3 & 4
1
A5.1
2
A5.1
2
A5.2
1
A5.3
1
A5.3
UNIT 3
2
A5.3
UNIT 4
2
A5.3
1
AD5
BASEMENT WALL LEGEND
2X4 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. AT
INTERIOR FINISH.
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. AT
INTERIOR FINISH.
1
AD5
11
AD1
CONCRETE RETAINING WALL PER STRUCT. DWGS W/ GYP. BD
FINISH (INTERIOR) AND EXT. PLASTER (EXTERIOR).
12,16
A6.2
8
AD1
1-4
AD2
WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. AT INTERIOR
FINISH AND EXT. PLASTER FINISH AT EXTERIOR.
4
GUARDRAIL/HANDRAIL AT STAIRS AND LANDING. HANDRAIL TO BE LOCATED
34"-36" ABOVE THE NOSE OF EACH TREAD. GUARDRAIL TO BE LOCATED 42"
ABOVE THE FINISH FLOOR, TYP. SEE A6.1 FOR STAIR PLANS AND SECTION.
21
LANDINGS AT DOORS SHALL COMPLY WITH CRC R311.3.13,14,18
AD4
3
4 23
5 UNITS 2 AND 3: 2X FRAMED WALL PER STRUCT.
UNIT 4:CONC. RETAINING WALL PER STRUCT.
5
9
9 TRENCH DRAIN PERCIVIL DISCIPLINE
(ALIGN w/ WALL and CURB)
4
AD1 1
1
1
1
A6.3
1
NEW 'MITSUBISHI' MXZ-8C60NA HEAT PUMP UNIT PER ENERGY CALCULATIONS
HSPF/COP: 10.00, SEER: 15.10, EER: 9.60 (SET ON CONCRETE EQUIPMENT PAD)
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
10 PRE-MFR. WHEELSTOP
2
10
SEE PLAN 3/A1.2 SEE PLAN 3/A1.2 OPP.SEE PLAN 3/A1.2
SEE PLAN 2/A1.2
3
1
SEE DOOR SCHEDULE SHEET A8.1
#
SEE DOOR SCHEDULE SHEET A8.1
#
1
C-2
1
11
11 8" STEEL PIPE BOLLARD, SEE DETAIL 19/A6.2
9
WH
TO LIGHT ABOVE
S
C
+12
+12
3
CL
EQ.EQ.
5'
-
0
"
5'-
0
"
7'-2"
2" STEP IN DECK
5'-5 1/2"
V
EQ
.
EQ
.
TO HOUSE PANEL
441.00'
441.00'
440.50'
A/C A/C
440.50'
440.50'440.50'
440.58'
447.11'
446.63'445.67'
441.80'441.00'
441.00'
440.55'
440.63'
OPEN TO
SKY
2" STEP IN DECK2" STEP IN DECK
2" STEP IN DECK
TO TIMER AND PHOTOCELL
TO TIMER AND PHOTOCELL
5'
-
6
"
6'
-
0
"
5'
-
6
"
6'
-
0
"
EQ
.
EQ
.
5'
-
0
"
TO TIMER
11'-10"
5'-7"
4'-6"
HB
HB HB WP
WP
EQ
.
EQ
.
WP
2" STEP IN DECK
UNIT 4
TYPE B2
UNIT 3
TYPE B
UNIT 2
TYPE B
UNIT 1
TYPE A10'-0"EQ.EQ.10'-0"EQ.EQ.
16'-0"16'-0"11'-10"16'-0"
WH
TO LIGHT ABOVE
S
C
+12
+12
3
5'
-
0
"
5'
-
0
"
CL
EQ.EQ.
2" STEP IN DECK
7'-2"
V
EQ
.
EQ
.
NOTE: OPPOSITE CONDITION OCCURS
A
1
B
2
CDEF
1
2
1
CEILING PLAN NOTES
CEILING LEGEND
A1.3
BASEMENT
REFLECTED
CEILING PLANS
SCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN 1
NORTH
SCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN 2
NORTH
SCALE: 1/4" = 1'-0"
(UNIT 2 & 4 SHOWN, UNIT 3 MIRRORED)3
NORTH TYPE B & B2 BASEMENT REFLECTED CEILING PLAN
OVERALL BASEMENT
TYPE A BASEMENT
3
12"X48" SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE DOUBLE TUBE
(MUST BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR).
LIGHT SWITCH.
TWO WAY LIGHT SWITCH.
V LIGHT SWITCH WITH VACANCY SENSOR
S
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET W/ WATER PROOF COVER.
SMOKE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH BATTERY
BACK-UP INTERCONNECTED.
CARBON MONOXIDE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH
BATTERY BACK-UP INTERCONNECTED.
C
WP
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET @ 42" A.F.F. U.N.O.
6" DIA. RECESSED CAN LIGHT (HIGH EFFICACY).
A/C DISCONNECT
ALL CEILING HEIGHTS TO BE 7'-6" FOR BASEMENT FLOOR, U.N.O.
ALL SWITCHES TO BE WHITE COLOR, DECORA FLAT BUTTON.
(PROVIDE VACANCY SENSOR TO CONTROL LIGHTING WHERE NOTED)
SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM
THE BLDG. WIRING & SHALL BE EQUIPPED W/ A BATTERY BACKUP.
ALL NEW CIRCUITS SHALL BE AFCI PROTECTED. PROVIDE ARC-FAULT
CURRENT INTERRUPTER FOR ALL NEW LIGHTING & RECEPTACLES.
ALL RECESSED CEILING LIGHT SHALL BE UL APPROVED, IC UNITS FOR
INSULATED SPACE WHERE OCCURS.
EXTERIOR LIGHTS SHALL BE HOODED & ARRANGED TO REFLECT
AWAY FROM ADJOINING PROPERTIES & STREET. MAX. HT. OF 15'-0"
ABOVE GRADE.
2
4
3
6
5
9
8
7 ALL HOSE BIBBS MUST BE RECESSED AND EQUIPPED W/ AN APPROVED
NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE. SEE 603.4.7
OF THE CALIFORNIA PLUMBING CODE.
BASEMENT EXHAUST SHAFT. SEE MECHANICAL DRAWINGS.
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.
REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP.
WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC 315.1.2
AND CBC 420.4.1
10
PROVIDE POWER DUPLEX FOR GARAGE DOOR OPENER AT CEILING
LINE OF DECK/BUILDING ABOVE12
ELECTRIC VEHICLE CHARGING (CALGREEN, SECTION 4.106.4) PERMIT by OTHERS)
NOTE: CONTRACTOR TO INSTALL A LISTED RACEWAY TO ACCOMMODATE A
DEDICATED 208/240- VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS
THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL
ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A
LISTED CABINET, BOX, OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE
PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE
CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND
SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO
INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACES
RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT
PROTECTIVE DEVICE.
11
12 7 12
12
11
12
TYP.
6
2
4
10
11
8TYP.
4
10
11
2
8
TYP.
6
LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
5
9
TANKLESS WATER HEATER PER ENERGY CALCULATIONS. PROVIDE VENT TO
OUTSIDE OF GARAGE.WH
1
1
1
13
GARAGE LIGHTING SHALL COMPLY WITH APPLICABLE REQUIREMENTS IN
SECTIONS 110.9, 130.0, 130.1, 130.4, 140.6, AND 141.0 PER §150.0(K)5.
PHOTOCONTROLS AND TIMERS SHALL COMPLY WITH §110.9(B)1 AND 2. GARAGE
LIGHTING SHALL COMPLY WITH §130.1(D)3
13
1
1
113
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
SEE PLAN 3/A1.2 SEE PLAN 3/A1.2 OPP.SEE PLAN 3/A1.2
SEE PLAN 2/A1.2
EXTERIOR DUPLEX GFCI OUTLET AT CEILING
A
A PROVIDE DEDICATED POWER TO IRRIGATION SYSTEM FROM HOUSE
CIRCUIT PANEL AS SPECIFIED BY MFR., SEE LANDSCAPE PLANS
(WALL MOUNTED BOX LOCATED OUTSIDE OF UNIT #1 GARAGE)
3
KITCHEN
96 SF
LT: 14 SF
VT: 7 SF
UP
18R
DN
14R
DINING ROOM
138 SF
LT: 60 SF
VT: 40 SF
LIVING ROOM
220 SF
LT: 81 SF
VT: 41 SF
27'-9 1/2"
5'-8 1/2"
9'
-
4
"
11
'
-
6
"
25
'
-
4
"
14
'
-
6
"
12'-10"14'-11 1/2"
4'
-
6
"
6'
-
4
"
1'-
6
"
25
'
-
4
"
27'-9 1/2"
E
2
5
4'-8"
4
DW
REF
B
POW
DER
34 SF
M
2'
-
0
"
A
5'
-
6
"
5'-2"1'-7 1/2"2'-2"
9
3'-
6
"
3'
-
4
1
/
2
"
2'-0"3'-6"5'-4"3'-2 1/2"5'-9"1'-10"3'-2 1/2"1'-0"
1/2"
AIR GAP
1/2"
AIR GAP
12
"
G / M
A/C
ELEC
3.
6
%
DN
1%DN
2%
DN
BEDROOM 2
122 SF
LT: 33 SF
VT: 16.5 SF BEDROOM 3
159 SF
LT: 46.25 SF
VT: 15 SF
27'-9 1/2"
12'-10"11'-3 1/2"
10
'
-
5
"
5'
-
6
"
10
'
-
5
"
4'
-
2
1
/
2
"
8'-
0
"
2'-6"4'-5 1/2"
3'-
0
"
6'
-
3
"
10'-6"10'-4"
26
'
-
4
"
27'-9 1/2"
A
L
3'-8"
A
BATH 1
45 SF
W/D
BATH 2
45 SFW.I.C.
38 SFBEDROOM 1
102 SF
LT: 33 SF
VT: 16.5 SF
DN
18R
26
'
-
4
"
3'
-
1
0
1
/
2
"
1'
-
0
"
CE
E
5'-2"1'-7 1/2"2'-2"
EQ
.
EQ
.
2'-8 1/2"6'-5"
9
7
7
7
8
11
12
9
10
6'
-
3
1
/
2
"
3'
-
1
1
1
/
2
"
6'
-
1
1
"
5'-9 1/2"5'-6"
1'-6"
1/2"
AIR GAP
1/2"
AIR GAP
5'
-
9
1
/
2
"
1'-6"
6"
SCALE: 1/4" = 1'-0"
ENLARGED 1ST FLOOR PLAN2
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED 2ND FLOOR PLAN 1
NORTH
A2.1
TYPE A
ENLARGED
FLOOR PLANS
AB
2
AB
2
2
A5.1
2
A5.1
1
A5.1
1
A5.1
* CONTRACTOR TO FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON THE JOB
AND SHALL NOTIFY THE ARCHITECT FOR ANY DISCREPANCIES IMMEDIATELY BEFORE
COMMENCING ANY WORK. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. SEE PLANS AND
WALL DETAILS.
1 LINE OF BUILDING/CANOPY ABOVE.
2 FLOORING PER OWNER, TYP.
3 LANDINGS AT DOORS SHALL COMPLY WITH CRC R311.3.
5 LAVATORY PER OWNER'S SPECIFICATIONS. LAVATORY FAUCETS TO HAVE MAXIMUM
FLOW RATE OF 1.2 GPM PER CGBC 4.303.1.
INSULATION AT ALL PLUMBING WALLS, WHERE OCCURS.
4 PLUMBING HOOK-UPS FOR NEW PLUMBING FIXTURES AND APPLIANCES IN KITCHEN.
KITCHEN FAUCET TO HAVE MAXIMUM FLOW RATE OF 1.8 GPM PER CGBC 4.303.1.
6
THIN SET O/ SUBFLOOR. SELECTED BY OWNER.7
9
10 ALL SHOWERS & TUBS SHALL HAVE A PERMANENTLY ACCESSIBLE 12" SQUARE
BATHTUB TRAP ACCESS OR USE A NON-SLIP JOINT TRAP
11
8 ALL SHOWERS & TUBS SHALL BE FINISHED BY MATERIALS WHICH ARE NOT
ADVERSELY AFFECTED BY MOISTURE TO A MIN. HEIGHT OF 72" ABOVE THE
DRAIN INLET.
ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR
A THERMOSTATIC MIXING VALVE. ALL SHOWERHEADS TO HAVE MAXIMUM FLOW
RATE OF 1.8 GPM PER CGBC 4.303.1.
13
UPPER & LOWER CABINETS, FINISH PER OWNER,
LOWER CABINETS ONLY AT RESTROOMS AND KITCHEN ISLAND.
FRAMELESS BEVELED EDGE MIRROR MEDICINE CABINET.
14
15
PROVIDE SHELVES & POLE @ ALL CLOSET W/ 5/8" THK. X 12" D. MDF
MELAMINE FINISH.
12
16
1/4" THK. CLEAR TEMP. GLASS, FRAMELESS SHOWER ENCLOSURE W/ CHROME
DOOR HANDLE, HINGES & 12" TOWEL BAR.
NOTE: CONTRACTOR TO PROVIDE MINIMUM 22" CLR. WIDTH DOOR.
WATER CLOSETS (TOILETS) TO USE NO MORE THAN 1.28 GALLONS PER FLUSH PER
CGBC 4.303.1.
17
18
19
20
GUARDRAIL/HANDRAIL AT STAIRS AND LANDING. HANDRAIL TO BE LOCATED
34"-36" ABOVE THE NOSE OF EACH TREAD. GUARDRAIL TO BE LOCATED 42"
ABOVE THE FINISH FLOOR, TYP. SEE A6.1 FOR STAIR PLANS AND SECTION.
NEW COUNTER TOP, SELECT PER OWNER.
21
22
23
STACKED WASHER/DRYER SHALL BE PROVIDED A MIN. 4" Ø SMOOTH, METAL
EXHAUST DUCT, SHALL TERMINATE IN AN APPROVED LOCATION OUTSIDE OF
THE BUILDING & SHALL HAVE A BACKDRAFT DAMPER. EXHAUST DUCT IS
LIMITED TO 14'-0" W/ 2 ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY
ELBOW IN EXCESS OF 2.
NOTE: PROVIDE VERTICAL VENT THROUGH THE TOP OF THE ROOF. VENT
SHALL BE LESS THAN 14' IN LENGTH.
KITCHEN COOKTOP AND HOOD PER OWNER'S SPECIFICATIONS.
24
25
42" H LOW WALL
BASEMENT EXHAUST SHAFT
2
AD5
3,4
AD5
10
AD5
26
30" X 30" ATTIC ACCESS ABOVE.
FREESTANDING TUB PER OWNER.
FLOOR PLAN NOTES
36" REFRIGERATOR, SELECT PER OWNER.27
WALL LEGEND
2X4 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
1
AD1
1-4
AD2
9
AD5
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH. EXTERIOR FINISH PER ELEVATIONS, U.N.O.
20
A6.11
AD1
3
AD5
13,14,18
AD4
CANTILEVER CANOPY
PREP/VEGETABLE SINK, SELECT PER OWNER.
BALCONY GUARDRAIL.
17,18
AD5
20
A3.2
17,18
AD2
1
28 CEMENT, FIBER-CEMENT, FIBERMAT REINFORCED CEMENT, GLASS MAT
GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A
BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING
PANELS IN SHOWER AREAS.
1
31
29
30
LANDSCAPE PER LANDSCAPE DRAWINGS.
WOOD DECK W/ ELASTOMERIC/WATERPROOFED FINISH.
WOOD FENCE, HEIGHT PER ELEVATION.
9
AD1
4
AD4
32 GARAGE MECHANICAL EXHAUST SHAFT PER MECANICAL
TYP.
2
8
9
10
11
18
5
13
12
21
7
22
12
6 13
19
7
5
11
18
14
15
8
9
10
11
18
17
4 16 1
7
11
18
7
11
18
6
14
5
19
3
3
614
17-20
AD117-20
AD1
25
25
1
28
28
1
31
TYP.
30
TYP.
30
1
TYP.
2
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
13
AD5
E
13
AD5
OPPOSITE
13
AD5
E
13
AD5
OPPOSITE
UP
18R
LIVING ROOM
232 SF
LT: 72 SF
VT: 48 SF
11'-11 1/2"11'-0"5'-8"
10'-8"
32'-9 1/2"
22'-1 1/2"
12
'
-
1
0
1
/
2
"
3'
-
6
"
4'-2"
BATH 1
46 SF
1'
-
0
"
32'-9 1/2"
30
'
-
0
"
C
3
5
4
42"
REF
DINING ROOM
269 SF
LT: 78 SF
VT: 40 SF
DN
15R
DW
B
BEDROOM 1
106 SF
LT: 48 SF
VT: 24 SF
KITCHEN
129 SF
LT:14 SF
VT: 7 SF
11
'
-
1
1
/
2
"
2'
-
6
"
3'-6 1/2"
5
F
9'-4"
EQ.EQ.5'-8"
1'
-
0
"
7
9
1/2"
AIR GAP
3'-2 1/2"
7'-0 1/2"
3'
-
1
0
"
7'
-
4
"
3'-6"2'-0"
2'
-
0
"
4'-10 1/2"
6'-
1
1
"
3'
-
6
"
11
1/2"
AIR GAP
12'-9 1/2"4'-11 1/2"5'-8 1/2"
16
'
-
1
1
/
2
"
30
'
-
0
"
12
'
-
1
0
1
/
2
"
2"
2"ELEC G / M
2%DN
2%DN
DN
18R
BEDROOM 3
123 SF
LT: 48 SF
VT: 24 SF
MASTER
BEDROOM
213 SF
LT: 44 SF
VT: 16.5 SF
3'
-
6
"
BEDROOM 2
134 SF
LT: 36 SF
VT: 12 SF
BAY WINDOW
AREA
W.I.C.
42 SF
5'-8"6'-7 1/2"5'-6"
32'-9 1/2"
6'-11 1/2"
13
'
-
7
1
/
2
"
17'-7 1/2"
12
'
-
1
0
1
/
2
"
3'
-
6
"
9'-
4
1
/
2
"
30
'
-
0
"
12
'
-
7
1
/
2
"
4'-3"
4'-0"
W/D
7'-0"
1'
-
0
"
1'
-
0
"
4'-0"
BATH 3
43 SF
BATH 2
42 SF
32'-9 1/2"
30
'
-
0
"
1'
-
6
"
G
J H
M
N
M
N
5
A
3'-11 1/2"
5'
-
6
"
D
G
7
9
9
MASTER
BATH
119 SF
EQ.EQ.3'-10"3'-6 1/2"3'-2"
EQ.EQ.3'-0"3'-3"1'-8 1/2"
7
10
99
7
8
12
1'
-
6
"
3'
-
1
0
"
8'
-
9
"
4'-0"1'-4"
3'
-
6
"
8
1/2"
AIR GAP
1/2"
AIR GAP
5'-0"
3'
-
1
0
"
3'-
0
"
5'-7 1/2"
14'-9"
1'
-
0
"
3'-8 1/2"
A2.2
TYPE B
ENLARGED
FLOOR PLANS
SCALE: 1/4" = 1'-0"
ENLARGED 1ST FLOOR PLAN2
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED 2ND FLOOR PLAN 1
NORTH
1
A5.2
1
A5.2
NOTE:
2
A5.2
2
A5.2
1
A5.1
1
A5.1 UNIT 2
UNIT 3
UNIT 2
UNIT 3
UNIT 2 UNIT 2
1
A5.3
1
A5.3
UNIT 3 UNIT 3
2
1
2
1
BC
* CONTRACTOR TO FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON THE JOB
AND SHALL NOTIFY THE ARCHITECT FOR ANY DISCREPANCIES IMMEDIATELY BEFORE
COMMENCING ANY WORK. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. SEE PLANS AND
WALL DETAILS.
1 LINE OF BUILDING/CANOPY ABOVE.
2 FLOORING PER OWNER, TYP.
3 LANDINGS AT DOORS SHALL COMPLY WITH CRC R311.3.
5 LAVATORY PER OWNER'S SPECIFICATIONS. LAVATORY FAUCETS TO HAVE MAXIMUM
FLOW RATE OF 1.2 GPM PER CGBC 4.303.1.
INSULATION AT ALL PLUMBING WALLS, WHERE OCCURS.
4 PLUMBING HOOK-UPS FOR NEW PLUMBING FIXTURES AND APPLIANCES IN KITCHEN.
KITCHEN FAUCET TO HAVE MAXIMUM FLOW RATE OF 1.8 GPM PER CGBC 4.303.1.
6
THIN SET O/ SUBFLOOR. SELECTED BY OWNER.7
9
10 ALL SHOWERS & TUBS SHALL HAVE A PERMANENTLY ACCESSIBLE 12" SQUARE
BATHTUB TRAP ACCESS OR USE A NON-SLIP JOINT TRAP
11
8 ALL SHOWERS & TUBS SHALL BE FINISHED BY MATERIALS WHICH ARE NOT
ADVERSELY AFFECTED BY MOISTURE TO A MIN. HEIGHT OF 72" ABOVE THE
DRAIN INLET.
ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR
A THERMOSTATIC MIXING VALVE. ALL SHOWERHEADS TO HAVE MAXIMUM FLOW
RATE OF 1.8 GPM PER CGBC 4.303.1.
13
UPPER & LOWER CABINETS, FINISH PER OWNER,
LOWER CABINETS ONLY AT RESTROOMS AND KITCHEN ISLAND.
FRAMELESS BEVELED EDGE MIRROR MEDICINE CABINET.
14
15
PROVIDE SHELVES & POLE @ ALL CLOSET W/ 5/8" THK. X 12" D. MDF
MELAMINE FINISH.
12
16
1/4" THK. CLEAR TEMP. GLASS, FRAMELESS SHOWER ENCLOSURE W/ CHROME
DOOR HANDLE, HINGES & 12" TOWEL BAR.
NOTE: CONTRACTOR TO PROVIDE MINIMUM 22" CLR. WIDTH DOOR.
WATER CLOSETS (TOILETS) TO USE NO MORE THAN 1.28 GALLONS PER FLUSH PER
CGBC 4.303.1.
17
18
19
20
GUARDRAIL/HANDRAIL AT STAIRS AND LANDING. HANDRAIL TO BE LOCATED
34"-36" ABOVE THE NOSE OF EACH TREAD. GUARDRAIL TO BE LOCATED 42"
ABOVE THE FINISH FLOOR, TYP. SEE A6.1 FOR STAIR PLANS AND SECTION.
NEW COUNTER TOP, SELECT PER OWNER.
21
22
23
STACKED WASHER/DRYER SHALL BE PROVIDED A MIN. 4" Ø SMOOTH, METAL
EXHAUST DUCT, SHALL TERMINATE IN AN APPROVED LOCATION OUTSIDE OF
THE BUILDING & SHALL HAVE A BACKDRAFT DAMPER. EXHAUST DUCT IS
LIMITED TO 14'-0" W/ 2 ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY
ELBOW IN EXCESS OF 2.
NOTE: PROVIDE VERTICAL VENT THROUGH THE TOP OF THE ROOF. VENT
SHALL BE LESS THAN 14' IN LENGTH.
KITCHEN COOKTOP AND HOOD PER OWNER'S SPECIFICATIONS.
24
25
42" H LOW WALL
BASEMENT EXHAUST SHAFT
2
AD5
3,4
AD5
10
AD5
26
30" X 30" ATTIC ACCESS ABOVE.
FREESTANDING TUB PER OWNER.
FLOOR PLAN NOTES
36" REFRIGERATOR, SELECT PER OWNER.27
WALL LEGEND
2X4 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
1
AD1
1-4
AD2
9
AD5
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH. EXTERIOR FINISH PER ELEVATIONS, U.N.O.
20
A6.11
AD1
3
AD5
13,14,18
AD4
CANTILEVER CANOPY
PREP/VEGETABLE SINK, SELECT PER OWNER.
BALCONY GUARDRAIL.
17,18
AD5
20
A3.2
17,18
AD2
1
28 CEMENT, FIBER-CEMENT, FIBERMAT REINFORCED CEMENT, GLASS MAT
GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A
BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING
PANELS IN SHOWER AREAS.
1
31
29
30
LANDSCAPE PER LANDSCAPE DRAWINGS.
WOOD DECK W/ ELASTOMERIC/WATERPROOFED FINISH.
WOOD FENCE, HEIGHT PER ELEVATION.
9
AD1
4
AD4
32 GARAGE MECHANICAL EXHAUST SHAFT PER MECANICAL
8
9
15
14
11 18 13 5 3 27
8
9
10
7
23
22
14
10
8
9
10
21
12
3 4
16
7
17
11
18
11
18
26
6
5
11
13
23
14
7
15
8 9 103
12 19
TYP.
2
18
3 3
19
1212
17-20
AD1
17-20
AD1
20
6
5
11
18
15
25
1
28
28
28
28
1
1
1
1
1
28
31
TYP.
30
TYP.
29
1
31
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
ED
UNIT 2 UNIT 3 (OPP.)UNIT 2UNIT 3 (OPP.)
13
UNIT 2 FLOOR PLAN SHOWN. UNIT 3 FLOOR
PLAN IS MIRRORED WHERE OPPOSITE
CONDITION OCCURS
TYP.
30
1
NOTE:
UNIT 2 FLOOR PLAN SHOWN. UNIT 3 FLOOR
PLAN IS MIRRORED WHERE OPPOSITE
CONDITION OCCURS
BC ED
UNIT 2 UNIT 3 (OPP.)UNIT 2UNIT 3 (OPP.)
1
13
AD5
13
AD5
13
AD5
13
AD5
UP
18R
LIVING ROOM
232 SF
LT: 72 SF
VT: 48 SF
11'-11 1/2"11'-0"5'-8"
10'-8"
32'-9 1/2"
22'-1 1/2"
4'-2"
BATH 1
46 SF
1'
-
0
"
32'-9 1/2"
C
3
5
4
42"
REF
DINING ROOM
269 SF
LT: 78 SF
VT: 40 SF
B
BEDROOM 1
106 SF
LT: 48 SF
VT: 24 SF
KITCHEN
129 SF
LT:14 SF
VT: 7 SF
DN
14R
DW
5
F
3'-6 1/2"
EQ.EQ.5'-8"
7
9
3'-2"
7'-0 1/2"
3'
-
1
0
"
7'
-
4
"
1'
-
0
"
2'-0"3'-6"4'-10 1/2"
6'-
1
1
"
3'
-
6
"
11
1/2"
AIR GAP
1/2"
AIR GAP
2'
-
0
"
4'-11 1/2"
16
'
-
1
1
/
2
"
30
'
-
0
"
12
'
-
1
0
1
/
2
"
D
9'-
0
1
/
2
"
3'
-
6
"
30
'
-
0
"
11
'
-
1
1
/
2
"
2'
-
6
"
3'-
1
0
"
1'-
0
"
3'-0"
16'-7 1/2"
2"
2"
11"
11"
2%DN
ELEC G / M
2%DN
3.
6
%
DN
DN
18R
BEDROOM 3
123 SF
LT: 48 SF
VT: 24 SF
MASTER
BEDROOM
213 SF
LT: 44 SF
VT: 16.5 SF
3'
-
6
"
BAY WINDOW
AREA
W.I.C.
42 SF
5'-8"6'-7 1/2"5'-6"
32'-9 1/2"
6'-11 1/2"17'-7 1/2"
9'-
4
1
/
2
"
30
'
-
0
"
12
'
-
7
1
/
2
"
4'-3"
4'-0"
W/D
7'-0"
1'
-
0
"
1'
-
0
"
4'-0"
BATH 3
43 SF
BATH 2
42 SF
32'-9 1/2"
1'
-
6
"
G
J H
M
N
M
N
5
A
D
G
7
9
9
MASTER
BATH
119 SF
EQ.EQ.3'-10"3'-6 1/2"3'-2"
EQ.EQ.3'-0"3'-3"1'-8 1/2"
7
10
99
7
8
12
5'
-
6
"
1'
-
6
"
3'
-
1
0
"
8'
-
9
"
4'-0"1'-4"
3'-11 1/2"
3'
-
6
"
8
1/2"
AIR GAP
1/2"
AIR GAP
5'-0"
3'-
0
"
5'-7 1/2"
K
13
'
-
7
1
/
2
"
9'-
0
1
/
2
"
3'
-
6
"
30
'
-
0
"
5'
-
6
1
/
2
"
3'-
1
0
"
10
'
-
8
1
/
2
"
BEDROOM 2
149 SF
LT: 52 SF
VT: 12 SF
1'-
0
"
5
1'-6"
3'
-
1
0
"
11'-9"
1'
-
0
"
3'-8 1/2"
2
A5.3
A2.3
TYPE B2
ENLARGED
FLOOR PLANS
SCALE: 1/4" = 1'-0"
ENLARGED 1ST FLOOR PLAN2
NORTH
SCALE: 1/4" = 1'-0"
ENLARGED 2ND FLOOR PLAN 1
NORTH
2
A5.3
1
A5.2
1
A5.2
2
1
EF
EF
2
1
* CONTRACTOR TO FIELD VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON THE JOB
AND SHALL NOTIFY THE ARCHITECT FOR ANY DISCREPANCIES IMMEDIATELY BEFORE
COMMENCING ANY WORK. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. SEE PLANS AND
WALL DETAILS.
1 LINE OF BUILDING/CANOPY ABOVE.
2 FLOORING PER OWNER, TYP.
3 LANDINGS AT DOORS SHALL COMPLY WITH CRC R311.3.
5 LAVATORY PER OWNER'S SPECIFICATIONS. LAVATORY FAUCETS TO HAVE MAXIMUM
FLOW RATE OF 1.2 GPM PER CGBC 4.303.1.
INSULATION AT ALL PLUMBING WALLS, WHERE OCCURS.
4 PLUMBING HOOK-UPS FOR NEW PLUMBING FIXTURES AND APPLIANCES IN KITCHEN.
KITCHEN FAUCET TO HAVE MAXIMUM FLOW RATE OF 1.8 GPM PER CGBC 4.303.1.
6
THIN SET O/ SUBFLOOR. SELECTED BY OWNER.7
9
10 ALL SHOWERS & TUBS SHALL HAVE A PERMANENTLY ACCESSIBLE 12" SQUARE
BATHTUB TRAP ACCESS OR USE A NON-SLIP JOINT TRAP
11
8 ALL SHOWERS & TUBS SHALL BE FINISHED BY MATERIALS WHICH ARE NOT
ADVERSELY AFFECTED BY MOISTURE TO A MIN. HEIGHT OF 72" ABOVE THE
DRAIN INLET.
ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR
A THERMOSTATIC MIXING VALVE. ALL SHOWERHEADS TO HAVE MAXIMUM FLOW
RATE OF 1.8 GPM PER CGBC 4.303.1.
13
UPPER & LOWER CABINETS, FINISH PER OWNER,
LOWER CABINETS ONLY AT RESTROOMS AND KITCHEN ISLAND.
FRAMELESS BEVELED EDGE MIRROR MEDICINE CABINET.
14
15
PROVIDE SHELVES & POLE @ ALL CLOSET W/ 5/8" THK. X 12" D. MDF
MELAMINE FINISH.
12
16
1/4" THK. CLEAR TEMP. GLASS, FRAMELESS SHOWER ENCLOSURE W/ CHROME
DOOR HANDLE, HINGES & 12" TOWEL BAR.
NOTE: CONTRACTOR TO PROVIDE MINIMUM 22" CLR. WIDTH DOOR.
WATER CLOSETS (TOILETS) TO USE NO MORE THAN 1.28 GALLONS PER FLUSH PER
CGBC 4.303.1.
17
18
19
20
GUARDRAIL/HANDRAIL AT STAIRS AND LANDING. HANDRAIL TO BE LOCATED
34"-36" ABOVE THE NOSE OF EACH TREAD. GUARDRAIL TO BE LOCATED 42"
ABOVE THE FINISH FLOOR, TYP. SEE A6.1 FOR STAIR PLANS AND SECTION.
NEW COUNTER TOP, SELECT PER OWNER.
21
22
23
STACKED WASHER/DRYER SHALL BE PROVIDED A MIN. 4" Ø SMOOTH, METAL
EXHAUST DUCT, SHALL TERMINATE IN AN APPROVED LOCATION OUTSIDE OF
THE BUILDING & SHALL HAVE A BACKDRAFT DAMPER. EXHAUST DUCT IS
LIMITED TO 14'-0" W/ 2 ELBOWS. THIS SHALL BE REDUCED 2'-0" FOR EVERY
ELBOW IN EXCESS OF 2.
NOTE: PROVIDE VERTICAL VENT THROUGH THE TOP OF THE ROOF. VENT
SHALL BE LESS THAN 14' IN LENGTH.
KITCHEN COOKTOP AND HOOD PER OWNER'S SPECIFICATIONS.
24
25
42" H LOW WALL
BASEMENT EXHAUST SHAFT
2
AD5
3,4
AD5
10
AD5
26
30" X 30" ATTIC ACCESS ABOVE.
FREESTANDING TUB PER OWNER.
FLOOR PLAN NOTES
36" REFRIGERATOR, SELECT PER OWNER.27
WALL LEGEND
2X4 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH.
1
AD1
1-4
AD2
9
AD5
2X6 WOOD FRAMING PER STRUCT. DWGS. W/ GYP. BD. INTERIOR
FINISH. EXTERIOR FINISH PER ELEVATIONS, U.N.O.
20
A6.11
AD1
3
AD5
13,14,18
AD4
CANTILEVER CANOPY
PREP/VEGETABLE SINK, SELECT PER OWNER.
BALCONY GUARDRAIL.
17,18
AD5
20
A3.2
17,18
AD2
1
28 CEMENT, FIBER-CEMENT, FIBERMAT REINFORCED CEMENT, GLASS MAT
GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A
BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING
PANELS IN SHOWER AREAS.
1
31
29
30
LANDSCAPE PER LANDSCAPE DRAWINGS.
WOOD DECK W/ ELASTOMERIC/WATERPROOFED FINISH.
WOOD FENCE, HEIGHT PER ELEVATION.
9
AD1
4
AD4
32 GARAGE MECHANICAL EXHAUST SHAFT PER MECANICAL
TYP.
8
9
15
14
11 18 13 5 3 27
8
9
10
7
23
22
14
10
8
9
10
21
20
12
3 4
16
7
17
11
18
11
18
26
6
5
11
13
23
14
7
15
3
12 19
2
18
3 3
19
12
12
17-20
AD1
17-20
AD1
27
3
6
5
11
18
15
25
1
28
28
28
28
1
1
1
1
8 9 10
1
28
TYP.
30
TYP.
29
1
31
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
32
132
TYP.
301
19
13
AD5
13
AD5
13
AD5
13
AD5
+84
FG
VH+12
+12
CWHWCW
+12
+12
HW
CW
GD +12
TV
S
C
PBCH
I
M
E
HW
CW
V
T EF
HB
WP
WP
HB
TO LIGHT BELOW TO LIGHT ABOVE
9'-7"
8'-7"
2'
-
0
"
TY
P
.
3'-5"5'-0"5'-0"
2'-6"
EQ
.
EQ
.
1'-9"
TYP.
1'-
9
"
TY
P
.
2'-11"
3'
-
5
1
/
2
"
4'-3"2'-0"
4'-
0
"
3'
-
5
"
EQ.
EQ
.
EQ
.
EQ.
EQ.EQ.
3,D
333,D
33,D3
3'-0"
CW
EQ
.
EQ
.
CL
3,D3,D
3
33, D
2'
-
0
"
EQ
.
EQ
.
LC
3'-0"3'-0"
3
LC
LC
9"9"
1'-0"
1'-6"
1'
-
6
"
5'
-
6
"
3'
-
6
"
D
D
3,D
CW
HW
CW
HW
CW
V
EF
W
S C
T
S
S
S
TV
TV
CWHW
V
EFW
CWHW
TV
F.A.U.
HWCW
3,D
TO LIGHT BELOW
CW
8'-7"
8'-7"
2'-0"
2'-
0
"
TY
P
.
3'-7 1/2"
EQ.EQ.
EQ
.
SLOPE DN 5:12
1'
-
0
"
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
2'-0"
TYP.
SL
O
P
E
D
N
5:
1
2
2'
-
0
"
FG
CL
2'-0"
9'-1"
9'-1"
CL
2'
-
0
"
2'
-
0
"
EQ
.
2'-0"
TYP.2'
-
0
"
CL
2'
-
0
"
12"
EF1
D
D
D
D
D
D
D
WP
SCALE: 1/4" = 1'-0"
1ST FLOOR REFLECTED CEILING PLAN2
NORTH
SCALE: 1/4" = 1'-0"
1
NORTH
A2.4
TYPE A
REFLECTED
CEILING PLANS
2ND FLOOR REFLECTED CEILING PLAN
19
7
14
3
4 TYP.
TYP.
13
20
9 TYP.17
2
18
TYP.
19
3
4 TYP.
TYP.
7
2 TYP.
17 TYP.
5 TYP.
16
10
12
9 TYP.
13 TYP.
TYP.
INDOOR VENTILATION CALCULATION
PER PROVIDE A CONTINUOUS RUNNININGEXHAUST FAN FOR INDOOR AIR QUALITY. THE VENTILATION VOLUMESHALL BE A MINIMUM OF 1 CFM/100 SQ. FT. OF FLOOR AREA PLUS7.5 CFM/OCCUPANT. THE NUMBER OF OCCUPANTS IS DETERMINED BYTHE NUMBER OF BEDROOMS + 1.
TOTAL LIVING SQ. FT. / 100 =
NUMBER OF BEDROOMS +1= x 7.5 CFM/OCCUPANT=
PROVIDE A CONTINUOUS RUNNING EXHAUST FAN W/ A MINIMUM CFM
C.E.C. SECTION 150 (O)
1,335 13.35
3 4 30
43.35 1
1
1
1
1
1
1
1
1
1
1
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
1
1
11
14
13
12
1 ALL CEILING HEIGHTS TO BE 10'-1" FOR 1ST FLOOR, 9'-1" FOR 2ND FLOOR, U.N.O.
ALL ELEC. OUTLET MAX. DIST. 12'-0" APART.
ALL SWITCHES TO BE WHITE COLOR, DECORA FLAT BUTTON.
SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM
THE BLDG. WIRING & SHALL BE EQUIPPED W/ A BATTERY BACKUP.
ALL LIGHT FIXTURES TO BE CENTERED ON ROOM, NICHE, DOOR WAY
OR HALLWAY, U.N.O., CONTRACTOR TO VERIFY WITH ARCHITECT.
ALL OUTLET TO BE WHITE COLOR SET @ 12" A.F.F. U.N.O.
PROVIDE 120/240V SUPPLY FOR STACK DRYER W/ A 30AMP DOUBLE
PULL BREAKER (USE 4 WIRE RECEPTICAL W/ GROUND)
F.A.U. (PER ENERGY CALCULATIONS) LOCATION IN ATTIC.
ALL NEW CIRCUITS SHALL BE AFCI PROTECTED. PROVIDE ARC-FAULT
CURRENT INTERRUPTER FOR ALL NEW LIGHTING & RECEPTACLES.
ALL RECESSED CEILING LIGHT SHALL BE UL APPROVED, IC UNITS FOR
INSULATED SPACE WHERE OCCURS.
EXTERIOR LIGHTS SHALL BE HOODED & ARRANGED TO REFLECT
AWAY FROM ADJOINING PROPERTIES & STREET. MAX. HT. OF 15'-0"
ABOVE GRADE.
2
4
3
6
7
5
10
9
11
8
ALL HOSE BIBBS MUST BE EQUIPPED W/ AN APPROVED
NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE. SEE 603.4.7
OF THE CALIFORNIA PLUMBING CODE.
HEATING & COOLING EQUIPMENT SHALL BE PROVIDED AN
ELECTRICAL RECEPTACLE & SWITCH CONTROLLED LIGHTING
FIXTURE. THE RECEPTACLE SHALL BE INSTALLED WITHIN 25'-0" OF
HEATING, & COOLING EQUIPMENT. THE LIGHTING FIXTURE SHALL BE
CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY LEADING
TO THE HEATING OR COOLING EQUIPMENT AND SHALL BE PROVIDED
AT THE POINT OF ENTRY TO THE ATTIC OR UNDERFLOOR SPACE
HOUSING SUCH EQUIPMENT. CEC ARTICLES 210-63 & 210-70(C).
ALL NEW A/C SUPPLY AIR GRILL EXTEND FROM WALL, WHERE POSSIBLE.
PROVIDE 20-AMP BRANCH CIRCUIT TO SUPPLY THE LAUNDRY RECEPTACLE
OUTLET.
15
17
16
TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE
KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE
OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM,
OR SIMILAR AREAS. NOTE: THESE CIRCUITS CANNOT SERVE OUTSIDE
PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES -
ONLY THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE
REFRIGERATOR. CEC 210-11(c) (1) AND 210-52 (b)
18
PROVIDE 20-AMP CIRCUIT TO SERVE THE REQUIRED BATHROOM OUTLET.
THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS,
ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE
PERMITTED TO BE SUPPLIED.) CEC 210-11(c) (3) 210-52
WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN
AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC R314.5
19
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.
REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP.
WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC 315.1.2
AND CBC 420.4.1
20
GARAGE, LAUNDRY, AND UTILITY ROOMS MUST HAVE HIGH EFFICACY LIGHTING
W/ VACANCY SENSOR TO CONTROL LIGHTING.
21
PB
CHIME
FAU
9'-0"
CW
FG
W
S
EF
VH
3
TELEPHONE OUTLET.
DUPLEX ELECTRICAL A.F.C.I. OUTLET WALL MOUNTED @ 12" A.F.F. U.N.O.
6" DIA. RECESSED CAN LIGHT (HIGH EFFICACY, CONTROLLED BY DIMMER).
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET W/ WATER PROOF COVER.
DOOR CHIME.
FINISH CEILING HEIGHT
PUSH BUTTON.
12"X48" SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE DOUBLE TUBE
(MUST BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR).
SMOKE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH BATTERY
BACK-UP INTERCONNECTED.
PROVIDE APPROVED 6" DIA. WATERPROOF
RECESSED CAN LIGHT FOR WET AREA (HIGH EFFICACY).
COLD WATER.
GAS.
KITCHEN VENTILATION HOOD, TO HAVE MIN. VENTILATION OF 100 CFM.
VENTILATION DUCT SHALL BE OF METL & SHALL HAVE SMOOTH INTERIOR
SURFACES. DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING IN AN
APPROVED LOCATION AND SHALL HAVE DACKDRAFT DAMPERS.
EXHAUST FAN W/ 50 CFM MIN. PER TABLE 4-4 CMC.
INCLUDING BUILT-IN HIGH EFFICACY LIGHT FIXTURE AND HUMIDISTAT
CONTROL.
NOTE: CONTRACTOR TO PROVIDE (2) SEPARATE SWITCHES WHERE (1)
STANDARD SWITCH IS FOR THE FAN AND (1) DIMMER SWITCH IS FOR THE
LIGHT.
LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
LIGHT FIXTURE WALL MOUNTED (HIGH EFFICACY).
LIGHT SWITCH.
A/C RETURN AIR GRILL (FULLY BLOCK OPENING AS NECESSARY)
F.A.U. MOUNTED IN ATTIC MOUNTED ON PLATFORM
(FULLY BLOCK ALL EDGE AS NECESSARY)
HATCHED AREA DENOTES NEW DROPPED SOFFIT BELOW
F.J./C.J. FRAMING (SEE PLAN FOR EXACT HEIGHT).
HB HOSE BIBB.
TWO WAY LIGHT SWITCH.
30X30 ROOF ATTIC ACCESS (FULLY BLOCK OPENING AS NECESSARY)
CARBON MONOXIDE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH
BATTERY BACK-UP INTERCONNECTED.
C
HW HOT WATER.
GARBAGE DISPOSAL.GD
P HIGH EFFICACY CLOSET LIGHT WITH PROTECTIVE COVER
IN-LINE WHOLE-HOUSE REMOTE MOUNTED EXHAUST FAN
'FANTECH' MODEL FR-150 SHALL DELIVER MIN. 85 CFM @ .20" SP SONE=0.47.
ELECTRICAL: 120V/1Ø/60HZ, 72.1 WATTS. WEIGHT = 8 LBS
PROVIDE WALL JACK AND BACKDRAFT DAMPER. UNIT SHALL BE OPERATED
CONTINUOUSLY & ELECTRICALLY INTERLOCKED WITH ON-OFF SWITCH
LABELED WITH "OPERATE WHEN THE HOUSE IS IN USE."
EXHAUST FAN TO PROVIDE WHOLE HOUSE INDOOR AIR QUALITY
VENTILATION PER 2013 CALIFORNIA ENERGY CODE SECTION 150(O) AND
ASHRAE STANDARD 62.2-2013, AND DUCTING SHALL BE SIZED ACCORDING
TO ASHRAE STANDARD 62.2 TABLE 7.1.
EF1
DATA OUTLET.
CEILING PLAN NOTESCEILING LEGEND
WP
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET @ 42" A.F.F. U.N.O.
UNDER CABINET LED STRIP LIGHTING.
LINE OF ROOF ABOVE
PENDANT LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
6
AD5
V LIGHT SWITCH W/
VACANCY SENSOR
A/C DISCONNECT
T THERMOSTAT W/ DEMAND RESPONSE CONTROLS
COVE LED STRIP LIGHTING AT SOFFIT.
1
1
D LIGHT SWITCH W/
DIMMER
1
1
1
3
TV
CHIME
S
C
T
TV
S
PB
HW CW
GD
+84
FG
VH
+12
HW CW+12
W
EF
HW
CW
CW
CW
HW
CW
+12
3
3
+12
8'-7"
9'-1"
TO LIGHT ABOVE
TO LIGHT BELOW
TV
V9'-1"
EQ
.
EQ
.
2'
-
0
"
33
5'-0"5'-0"
5'-0"
3'
-
9
"
3'
-
9
"
3'
-
9
"
EQ
.
EQ
.
9'-0"
2'
-
6
"
1'
-
0
"
EQ.
333,D
3'
-
0
"
TY
P
.
2'-6"
CL
7'-
4
"
EQ.
2'
-
0
"
CL
EQ
.
EQ
.
2'-0"
8'-3"
EQ.EQ.
3,D 3,D
2'
-
0
"
2'
-
0
"
2'-0"
2'-0"
3
33
33,D
CL
3'-
2
1
/
2
"
4'
-
6
"
EQ
.
EQ
.
2'-1"
2'-1"
1'
-
0
"
6"
3,D
3,D
CL
1'
-
0
"
6"
WP
HB
WP HB
3,D3,D
D
D
D
D
F.A.U.
TV
TV
TV
HW
CW
CW
HW
CW CW
W
CW
HW
HW
CW
W
CW
HW
EF EF
S
S
S
S
C
T3,D
3,D3,D
8'-7"
8'-7"
EQ.EQ.
EQ
.
EQ
.
EQ
.
EQ
.
HW
CW
CW
CW W
CW
HW
W
CW
HW
EF
V
10'-1"
9'-7"
EQ
.
EQ
.
2'-0"
3'-
0
"
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
2'
-
0
"
VV
EQ
.
EQ
.2'-0"2'-0"
TO LIGHT BELOW
CW
HW
HWEQ
.
8'-7"
2'-
0
"
D
2'-0"
2'-0"
EQ
.
V
CL
2'-
0
"
FG
CL
2'-
0
"
2'-
0
"
CL
3,D
3,D
12
"
12
"
12
"
12
"
EQ
.
EQ
.
EQ.EQ.
6"3 EQ.3 EQ.3 EQ.12"
8'-3"
9'-1"
EF
V
EF1
D
D
D
D
D
D
WP
A2.5
TYPE B
REFLECTED
CEILING PLANS
SCALE: 1/4" = 1'-0"
2
NORTH
SCALE: 1/4" = 1'-0"
1
NORTH
1ST FLOOR REFLECTED CEILING PLAN2ND FLOOR REFLECTED CEILING PLANNOTE: UNIT 2 FLOOR PLAN SHOWN.
UNIT 3 FLOOR PLAN IS MIRRORED.
NOTE: UNIT 2 FLOOR PLAN SHOWN.
UNIT 3 FLOOR PLAN IS MIRRORED.
14
13
12
1 ALL CEILING HEIGHTS TO BE 10'-1" FOR 1ST FLOOR, 9'-1" FOR 2ND FLOOR, U.N.O.
ALL ELEC. OUTLET MAX. DIST. 12'-0" APART.
ALL SWITCHES TO BE WHITE COLOR, DECORA FLAT BUTTON.
SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM
THE BLDG. WIRING & SHALL BE EQUIPPED W/ A BATTERY BACKUP.
ALL LIGHT FIXTURES TO BE CENTERED ON ROOM, NICHE, DOOR WAY
OR HALLWAY, U.N.O., CONTRACTOR TO VERIFY WITH ARCHITECT.
ALL OUTLET TO BE WHITE COLOR SET @ 12" A.F.F. U.N.O.
PROVIDE 120/240V SUPPLY FOR STACK DRYER W/ A 30AMP DOUBLE
PULL BREAKER (USE 4 WIRE RECEPTICAL W/ GROUND)
F.A.U. (PER ENERGY CALCULATIONS) LOCATION IN ATTIC.
ALL NEW CIRCUITS SHALL BE AFCI PROTECTED. PROVIDE ARC-FAULT
CURRENT INTERRUPTER FOR ALL NEW LIGHTING & RECEPTACLES.
ALL RECESSED CEILING LIGHT SHALL BE UL APPROVED, IC UNITS FOR
INSULATED SPACE WHERE OCCURS.
EXTERIOR LIGHTS SHALL BE HOODED & ARRANGED TO REFLECT
AWAY FROM ADJOINING PROPERTIES & STREET. MAX. HT. OF 15'-0"
ABOVE GRADE.
2
4
3
6
7
5
10
9
11
8
ALL HOSE BIBBS MUST BE EQUIPPED W/ AN APPROVED
NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE. SEE 603.4.7
OF THE CALIFORNIA PLUMBING CODE.
HEATING & COOLING EQUIPMENT SHALL BE PROVIDED AN
ELECTRICAL RECEPTACLE & SWITCH CONTROLLED LIGHTING
FIXTURE. THE RECEPTACLE SHALL BE INSTALLED WITHIN 25'-0" OF
HEATING, & COOLING EQUIPMENT. THE LIGHTING FIXTURE SHALL BE
CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY LEADING
TO THE HEATING OR COOLING EQUIPMENT AND SHALL BE PROVIDED
AT THE POINT OF ENTRY TO THE ATTIC OR UNDERFLOOR SPACE
HOUSING SUCH EQUIPMENT. CEC ARTICLES 210-63 & 210-70(C).
ALL NEW A/C SUPPLY AIR GRILL EXTEND FROM WALL, WHERE POSSIBLE.
PROVIDE 20-AMP BRANCH CIRCUIT TO SUPPLY THE LAUNDRY RECEPTACLE
OUTLET.
15
17
16
TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE
KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE
OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM,
OR SIMILAR AREAS. NOTE: THESE CIRCUITS CANNOT SERVE OUTSIDE
PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES -
ONLY THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE
REFRIGERATOR. CEC 210-11(c) (1) AND 210-52 (b)
18
PROVIDE 20-AMP CIRCUIT TO SERVE THE REQUIRED BATHROOM OUTLET.
THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS,
ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE
PERMITTED TO BE SUPPLIED.) CEC 210-11(c) (3) 210-52
WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN
AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC R314.5
19
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.
REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP.
WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC 315.1.2
AND CBC 420.4.1
20
GARAGE, LAUNDRY, AND UTILITY ROOMS MUST HAVE HIGH EFFICACY LIGHTING
W/ VACANCY SENSOR TO CONTROL LIGHTING.
21
PB
CHIME
FAU
9'-0"
CW
FG
W
S
EF
VH
3
TELEPHONE OUTLET.
DUPLEX ELECTRICAL A.F.C.I. OUTLET WALL MOUNTED @ 12" A.F.F. U.N.O.
6" DIA. RECESSED CAN LIGHT (HIGH EFFICACY, CONTROLLED BY DIMMER).
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET W/ WATER PROOF COVER.
DOOR CHIME.
FINISH CEILING HEIGHT
PUSH BUTTON.
12"X48" SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE DOUBLE TUBE
(MUST BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR).
SMOKE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH BATTERY
BACK-UP INTERCONNECTED.
PROVIDE APPROVED 6" DIA. WATERPROOF
RECESSED CAN LIGHT FOR WET AREA (HIGH EFFICACY).
COLD WATER.
GAS.
KITCHEN VENTILATION HOOD, TO HAVE MIN. VENTILATION OF 100 CFM.
VENTILATION DUCT SHALL BE OF METL & SHALL HAVE SMOOTH INTERIOR
SURFACES. DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING IN AN
APPROVED LOCATION AND SHALL HAVE DACKDRAFT DAMPERS.
EXHAUST FAN W/ 50 CFM MIN. PER TABLE 4-4 CMC.
INCLUDING BUILT-IN HIGH EFFICACY LIGHT FIXTURE AND HUMIDISTAT
CONTROL.
NOTE: CONTRACTOR TO PROVIDE (2) SEPARATE SWITCHES WHERE (1)
STANDARD SWITCH IS FOR THE FAN AND (1) DIMMER SWITCH IS FOR THE
LIGHT.
LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
LIGHT FIXTURE WALL MOUNTED (HIGH EFFICACY).
LIGHT SWITCH.
A/C RETURN AIR GRILL (FULLY BLOCK OPENING AS NECESSARY)
F.A.U. MOUNTED IN ATTIC MOUNTED ON PLATFORM
(FULLY BLOCK ALL EDGE AS NECESSARY)
HATCHED AREA DENOTES NEW DROPPED SOFFIT BELOW
F.J./C.J. FRAMING (SEE PLAN FOR EXACT HEIGHT).
HB HOSE BIBB.
TWO WAY LIGHT SWITCH.
30X30 ROOF ATTIC ACCESS (FULLY BLOCK OPENING AS NECESSARY)
CARBON MONOXIDE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH
BATTERY BACK-UP INTERCONNECTED.
C
HW HOT WATER.
GARBAGE DISPOSAL.GD
P HIGH EFFICACY CLOSET LIGHT WITH PROTECTIVE COVER
IN-LINE WHOLE-HOUSE REMOTE MOUNTED EXHAUST FAN
'FANTECH' MODEL FR-150 SHALL DELIVER MIN. 85 CFM @ .20" SP SONE=0.47.
ELECTRICAL: 120V/1Ø/60HZ, 72.1 WATTS. WEIGHT = 8 LBS
PROVIDE WALL JACK AND BACKDRAFT DAMPER. UNIT SHALL BE OPERATED
CONTINUOUSLY & ELECTRICALLY INTERLOCKED WITH ON-OFF SWITCH
LABELED WITH "OPERATE WHEN THE HOUSE IS IN USE."
EXHAUST FAN TO PROVIDE WHOLE HOUSE INDOOR AIR QUALITY
VENTILATION PER 2013 CALIFORNIA ENERGY CODE SECTION 150(O) AND
ASHRAE STANDARD 62.2-2013, AND DUCTING SHALL BE SIZED ACCORDING
TO ASHRAE STANDARD 62.2 TABLE 7.1.
EF1
DATA OUTLET.
CEILING PLAN NOTESCEILING LEGEND
WP
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET @ 42" A.F.F. U.N.O.
UNDER CABINET LED STRIP LIGHTING.
LINE OF ROOF ABOVE
PENDANT LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
6
AD5
V LIGHT SWITCH W/
VACANCY SENSOR
A/C DISCONNECT
T THERMOSTAT W/ DEMAND RESPONSE CONTROLS
COVE LED STRIP LIGHTING AT SOFFIT.
1
1
D LIGHT SWITCH W/
DIMMER
1
1
1
3
17 TYP.
16
8 TYP.9 TYP.
7
TYP.
191012
5 43TYP.2 TYP.
5 TYP.8 TYP.14
19
7
TYP.
9
TYP.
20
18
3
4
TYP.
13 TYP.2
TYP.
1
INDOOR VENTILATION CALCULATION
PER PROVIDE A CONTINUOUS RUNNININGEXHAUST FAN FOR INDOOR AIR QUALITY. THE VENTILATION VOLUMESHALL BE A MINIMUM OF 1 CFM/100 SQ. FT. OF FLOOR AREA PLUS7.5 CFM/OCCUPANT. THE NUMBER OF OCCUPANTS IS DETERMINED BYTHE NUMBER OF BEDROOMS + 1.
TOTAL LIVING SQ. FT. / 100 =
NUMBER OF BEDROOMS +1= x 7.5 CFM/OCCUPANT=
PROVIDE A CONTINUOUS RUNNING EXHAUST FAN W/ A MINIMUM CFM
C.E.C. SECTION 150 (O)
1,922 19.22
4 5 37.5
56.72
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
11
13
TV
S
T
TV
S
W
8'-7"
9'-1"
TO LIGHT ABOVE
TO LIGHT BELOW
4'
-
6
"
TV
9'-1"
EQ
.
EQ
.
4'
-
6
"
2'
-
0
"
4'-7"
3'
-
9
"
3'
-
9
"
3'
-
9
"
EQ
.
EQ
.
EQ
.
EQ
.
9'-1"
2'
-
6
"
1'
-
0
"
EQ.
3'
-
0
"
TY
P
.
2'-6"
7'-
4
"
EQ.
2'
-
0
"
CL
EQ
.
EQ
.
2'-0"EQ.EQ.
2'
-
0
"
2'
-
0
"
2'-0"
2'-1"2'-0"
CL
3'-
2
1
/
2
"
7'-6"4'-2"
4'-7"4'-7"CL
CL
2'-1"
1'
-
0
"
6"
CL
1'
-
0
"
6"
TO TIMER, SEE 2/A1.1
CHIME
C
PB
HW CW
GD
+84
FG
VH
+12
HW CW+12
EF
HW
CW
CW
CW
HW
CW
+12
3
3
+12
V
33
333,D
3,D 3,D
3
33
33,D
3,D
3,D
WP
HB
WP HB
3,D3,D
D
D
D
D
F.A.U.
TV
TV
TV
W WS
S
S
S
T
8'-7"
8'-7"
EQ.EQ.
EQ
.
EQ
.
EQ
.
EQ
.
W
W
10'-1"
9'-7"
EQ
.
EQ
.
2'-0"
3'-
0
"
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
SL
O
P
E
D
N
5:
1
2
2'
-
0
"
EQ
.
EQ
.2'-0"2'-0"
TO LIGHT BELOW
8'-7"
2'-
0
"
2'-0"2'-0"
CL
2'-
0
"
CL
2'
-
0
"
2'
-
0
"
CL
3 EQ.3 EQ.3 EQ.
9'-1"
12
"
12
"
6"
12"
EQ
.
EQ
.
12
"
12
"
EQ
.
EQ
.
EQ.EQ.
6"
8'-3"
HW
CW
CW
HW
CW CW
CW
HW
HW
CW
CW
HW
EF EF
C
3,D
3,D3,D
HW
CW
CW
CW
CW
HW
CW
HW
EF
V
VV
CW
HW
HW
D
V
FG
3,D
3,D
EF
V
D
D
D
D
D
D
A2.6
TYPE B2
REFLECTED
CEILING PLANS
SCALE: 1/4" = 1'-0"
1ST FLOOR REFLECTED CEILING PLAN2
NORTH
SCALE: 1/4" = 1'-0"
2ND FLOOR REFLECTED CEILING PLAN 1
NORTH
17 TYP.
16
8 TYP.9 TYP.
7
TYP.
191012
5 TYP.8 TYP.14
19
7
TYP.
9TYP.
20
18
3
4
TYP.
13 TYP.2
5 43TYP.2 TYP.TYP.
1
INDOOR VENTILATION CALCULATION
PER PROVIDE A CONTINUOUS RUNNININGEXHAUST FAN FOR INDOOR AIR QUALITY. THE VENTILATION VOLUMESHALL BE A MINIMUM OF 1 CFM/100 SQ. FT. OF FLOOR AREA PLUS7.5 CFM/OCCUPANT. THE NUMBER OF OCCUPANTS IS DETERMINED BYTHE NUMBER OF BEDROOMS + 1.
TOTAL LIVING SQ. FT. / 100 =
NUMBER OF BEDROOMS +1= x 7.5 CFM/OCCUPANT=
PROVIDE A CONTINUOUS RUNNING EXHAUST FAN W/ A MINIMUM CFM
C.E.C. SECTION 150 (O)
1,939 19.39
4 5 37.5
56.89
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
14
13
12
1 ALL CEILING HEIGHTS TO BE 10'-1" FOR 1ST FLOOR, 9'-1" FOR 2ND FLOOR, U.N.O.
ALL ELEC. OUTLET MAX. DIST. 12'-0" APART.
ALL SWITCHES TO BE WHITE COLOR, DECORA FLAT BUTTON.
SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM
THE BLDG. WIRING & SHALL BE EQUIPPED W/ A BATTERY BACKUP.
ALL LIGHT FIXTURES TO BE CENTERED ON ROOM, NICHE, DOOR WAY
OR HALLWAY, U.N.O., CONTRACTOR TO VERIFY WITH ARCHITECT.
ALL OUTLET TO BE WHITE COLOR SET @ 12" A.F.F. U.N.O.
PROVIDE 120/240V SUPPLY FOR STACK DRYER W/ A 30AMP DOUBLE
PULL BREAKER (USE 4 WIRE RECEPTICAL W/ GROUND)
F.A.U. (PER ENERGY CALCULATIONS) LOCATION IN ATTIC.
ALL NEW CIRCUITS SHALL BE AFCI PROTECTED. PROVIDE ARC-FAULT
CURRENT INTERRUPTER FOR ALL NEW LIGHTING & RECEPTACLES.
ALL RECESSED CEILING LIGHT SHALL BE UL APPROVED, IC UNITS FOR
INSULATED SPACE WHERE OCCURS.
EXTERIOR LIGHTS SHALL BE HOODED & ARRANGED TO REFLECT
AWAY FROM ADJOINING PROPERTIES & STREET. MAX. HT. OF 15'-0"
ABOVE GRADE.
2
4
3
6
7
5
10
9
11
8
ALL HOSE BIBBS MUST BE EQUIPPED W/ AN APPROVED
NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE. SEE 603.4.7
OF THE CALIFORNIA PLUMBING CODE.
HEATING & COOLING EQUIPMENT SHALL BE PROVIDED AN
ELECTRICAL RECEPTACLE & SWITCH CONTROLLED LIGHTING
FIXTURE. THE RECEPTACLE SHALL BE INSTALLED WITHIN 25'-0" OF
HEATING, & COOLING EQUIPMENT. THE LIGHTING FIXTURE SHALL BE
CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY LEADING
TO THE HEATING OR COOLING EQUIPMENT AND SHALL BE PROVIDED
AT THE POINT OF ENTRY TO THE ATTIC OR UNDERFLOOR SPACE
HOUSING SUCH EQUIPMENT. CEC ARTICLES 210-63 & 210-70(C).
ALL NEW A/C SUPPLY AIR GRILL EXTEND FROM WALL, WHERE POSSIBLE.
PROVIDE 20-AMP BRANCH CIRCUIT TO SUPPLY THE LAUNDRY RECEPTACLE
OUTLET.
15
17
16
TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE
KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE
OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM,
OR SIMILAR AREAS. NOTE: THESE CIRCUITS CANNOT SERVE OUTSIDE
PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES -
ONLY THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE
REFRIGERATOR. CEC 210-11(c) (1) AND 210-52 (b)
18
PROVIDE 20-AMP CIRCUIT TO SERVE THE REQUIRED BATHROOM OUTLET.
THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS,
ETC. (EXCEPTION-WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM,
OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE
PERMITTED TO BE SUPPLIED.) CEC 210-11(c) (3) 210-52
WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN
AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC R314.5
19
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.
REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A
COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP.
WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE
INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM
SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM
SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PER CRC 315.1.2
AND CBC 420.4.1
20
GARAGE, LAUNDRY, AND UTILITY ROOMS MUST HAVE HIGH EFFICACY LIGHTING
W/ VACANCY SENSOR TO CONTROL LIGHTING.
21
PB
CHIME
FAU
9'-0"
CW
FG
W
S
EF
VH
3
TELEPHONE OUTLET.
DUPLEX ELECTRICAL A.F.C.I. OUTLET WALL MOUNTED @ 12" A.F.F. U.N.O.
6" DIA. RECESSED CAN LIGHT (HIGH EFFICACY, CONTROLLED BY DIMMER).
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET W/ WATER PROOF COVER.
DOOR CHIME.
FINISH CEILING HEIGHT
PUSH BUTTON.
12"X48" SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE DOUBLE TUBE
(MUST BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR).
SMOKE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH BATTERY
BACK-UP INTERCONNECTED.
PROVIDE APPROVED 6" DIA. WATERPROOF
RECESSED CAN LIGHT FOR WET AREA (HIGH EFFICACY).
COLD WATER.
GAS.
KITCHEN VENTILATION HOOD, TO HAVE MIN. VENTILATION OF 100 CFM.
VENTILATION DUCT SHALL BE OF METL & SHALL HAVE SMOOTH INTERIOR
SURFACES. DUCT SHALL TERMINATE OUTSIDE OF THE BUILDING IN AN
APPROVED LOCATION AND SHALL HAVE DACKDRAFT DAMPERS.
EXHAUST FAN W/ 50 CFM MIN. PER TABLE 4-4 CMC.
INCLUDING BUILT-IN HIGH EFFICACY LIGHT FIXTURE AND HUMIDISTAT
CONTROL.
NOTE: CONTRACTOR TO PROVIDE (2) SEPARATE SWITCHES WHERE (1)
STANDARD SWITCH IS FOR THE FAN AND (1) DIMMER SWITCH IS FOR THE
LIGHT.
LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
LIGHT FIXTURE WALL MOUNTED (HIGH EFFICACY).
LIGHT SWITCH.
A/C RETURN AIR GRILL (FULLY BLOCK OPENING AS NECESSARY)
F.A.U. MOUNTED IN ATTIC MOUNTED ON PLATFORM
(FULLY BLOCK ALL EDGE AS NECESSARY)
HATCHED AREA DENOTES NEW DROPPED SOFFIT BELOW
F.J./C.J. FRAMING (SEE PLAN FOR EXACT HEIGHT).
HB HOSE BIBB.
TWO WAY LIGHT SWITCH.
30X30 ROOF ATTIC ACCESS (FULLY BLOCK OPENING AS NECESSARY)
CARBON MONOXIDE DETECTOR/ALARM WALL MOUNTED HARDWIRED WITH
BATTERY BACK-UP INTERCONNECTED.
C
HW HOT WATER.
GARBAGE DISPOSAL.GD
P HIGH EFFICACY CLOSET LIGHT WITH PROTECTIVE COVER
IN-LINE WHOLE-HOUSE REMOTE MOUNTED EXHAUST FAN
'FANTECH' MODEL FR-150 SHALL DELIVER MIN. 85 CFM @ .20" SP SONE=0.47.
ELECTRICAL: 120V/1Ø/60HZ, 72.1 WATTS. WEIGHT = 8 LBS
PROVIDE WALL JACK AND BACKDRAFT DAMPER. UNIT SHALL BE OPERATED
CONTINUOUSLY & ELECTRICALLY INTERLOCKED WITH ON-OFF SWITCH
LABELED WITH "OPERATE WHEN THE HOUSE IS IN USE."
EXHAUST FAN TO PROVIDE WHOLE HOUSE INDOOR AIR QUALITY
VENTILATION PER 2013 CALIFORNIA ENERGY CODE SECTION 150(O) AND
ASHRAE STANDARD 62.2-2013, AND DUCTING SHALL BE SIZED ACCORDING
TO ASHRAE STANDARD 62.2 TABLE 7.1.
EF1
DATA OUTLET.
CEILING PLAN NOTESCEILING LEGEND
WP
DUPLEX EXTERIOR G.F.C.I. ELECTRICAL OUTLET @ 42" A.F.F. U.N.O.
UNDER CABINET LED STRIP LIGHTING.
LINE OF ROOF ABOVE
PENDANT LIGHT FIXTURE CEILING MOUNTED (HIGH EFFICACY).
6
AD5
V LIGHT SWITCH W/
VACANCY SENSOR
A/C DISCONNECT
T THERMOSTAT W/ DEMAND RESPONSE CONTROLS
COVE LED STRIP LIGHTING AT SOFFIT.
1
1
D LIGHT SWITCH W/
DIMMER
1
1
1
3
3 : 12
3 : 12
5 : 12 5 : 12
5 : 12
5
:
1
2
3 : 12
5 : 12
UNIT 2
ATTIC AREA 'C'
541 SF
UNIT 1
ATTIC AREA 'A'
287 SF
ATTIC AREA 'B'
57 SF
RIDGE
RIDGEF.A.U.
VAULTED CEILING AREA
VAULTED CEILING AREA VAULTED CEILING AREA
VAULTED CEILING AREA
VAULTED CEILING AREA
VAULTED CEILING AREA
F.A.U.
3 : 12
5 : 12
3 : 12
5 : 12
3 : 12 3 : 12
3 : 12
5 : 12
5 : 12
3 : 12
UNIT 4
ATTIC AREA 'C'
541 SF
UNIT 3
ATTIC AREA 'C'
541 SF
ATTIC AREA 'B'
57 SF
ATTIC AREA 'B'
57 SF
RIDGERIDGEF.A.U.F.A.U.
VAULTED CEILING AREA
VAULTED CEILING AREAVAULTED CEILING AREA
VAULTED CEILING AREA
VAULTED CEILING AREA VAULTED CEILING AREA
SCALE: 1/8" = 1'-0"
BUILDING 1 ROOF PLAN 1
NORTH
AB
4
3
2
5
6
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT, PAINTED.
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
(SEE ELEVATION FOR DOWNSPOUT LOCATIONS)
'OWENS CORNING' ASPHALT SHINGLE TILE (ICC-ES AC438)
COLOR: MOUNTAINSIDE (CRRC 0890-0016)
1 ROOF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE TO THE PROVISIONS
OF CHAPTER 9 OF THE RESIDENTIAL CODE AND SHALL BE AN ICC-ES OR UL
LISTED CLASS 'A' FIRE-RESISTIVE ROOF ASSEMBLY COMPLYING WITH ASTM E108
OR UL 790.
6
A3.2
O'HAGIN TAPERED LOW-PROFILE VENT,
PRIMED AND PAINTED W/ TWO COATS.
COLOR: MATCH UNIT ROOFING COLOR
ROOF PLAN NOTES
SCALE: 1/8" = 1'-0"
BUILDING 2 ROOF PLAN 2
NORTH
C
2
1
DEF
2
1
UNITS 2, 3, AND 4 ROOF ATTIC
VENTILATION CALCULATIONS
UNIT 1 ROOF ATTIC
VENTILATION CALCULATIONS
A3.1
ROOF
PLANS
TYP.
11
A3.2
F.A.U LOCATION BELOW 10
A3.2
PROVIDE B-VENT AS REQUIRED.15
A3.2
7 30" X 30" ATTIC ACCESS BELOW.
8 DRAFTSTOP SHEAR WALL IN UPPER ATTIC SPACE. SEE STRUCTURAL
FOR ROOF FRAMING PLAN AND DRAFTSTOP / SHEAR WALL LOCATIONS.
SEE STRUCTURAL SHEETS FOR INDIVIDUAL SHEAR WALL DETAILS.
PER CRC SEC. R806
ATTIC AREA 'A' = 287 sq. ft.
VENT CALCULATION = 287 / 300 = 0.96 sq. ft = 138 sq. in.
(1) "LOW" 'O' HAGIN' LOW-PROFILE VENT @ 72 sq. in. ea.= 72 sq. in.
(1) "HIGH" 'O' HAGIN' LOW-PROFILE VENT @ 72 sq. in. ea.= 72 sq. in.
TOTAL NET FREE VENTING AREA = 144 sq. in.
"HIGH" VENTILATION %= 72 sq. in./144 sq. in. = 50.00%
"LOW" VENTILATION %= 72 sq. in./144 sq. in.= 50.00%
PER CRC SEC. R806
ATTIC AREA 'B' = 57 sq. ft.
VENT CALCULATION = 50 / 150 = 0.38 sq. ft = 55 sq. in.
(1) 'O' HAGIN' LOW-PROFILE VENT @ 72 sq. in. ea. = 72 sq. in.
ATTIC AREA 'C' = 541 sq. ft.
VENT CALCULATION = 541 / 300 = 1.81 sq. ft = 260 sq. in.
(2) "LOW" 'O' HAGIN' LOW-PROFILE VENT @ 72 sq. in. ea.= 144 sq. in.
(2) "HIGH" 'O' HAGIN' LOW-PROFILE VENT @ 72 sq. in. ea.= 144 sq. in.
TOTAL NET FREE VENTING AREA = 288 sq. in.
"HIGH" VENTILATION %= 144 sq. in./288 sq. in. = 50.00%
"LOW" VENTILATION %= 144 sq. in./288 sq. in.= 50.00%
8 4 1 2 3TYP.4
5
4
8 4 TYP.3 1 2 TYP.
7
5
6
5
7
5
7
4
44
4
4
A3.2
3
A3.2
4
A3.2
3
A3.2
4
A3.2
3
A3.2
4
A3.2
4
A3.2
4
A3.2
3
A3.2
4
A3.2
7
A3.2
3
A3.2
4
A3.2
7
A3.2
8
A3.2
4
A3.2
7
A3.2
12
A3.2
12
A3.2
13
A3.2
17
A3.2 TYP.
17
A3.2 TYP.
14,17
A3.2 TYP.
14,17
A3.2TYP.
14,17
A3.2TYP.
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
ROOF NOTES
1. PROVIDE PLUMBING VENTS AS REQUIREDBY CHAPER 9 OF THE CPC,
SEE DETAIL 16/A3.2
BELOW
11
A3.2
ABOVE
9
A3.2
7
A3.2
9
A3.2
14,17
A3.2TYP.
14,17
A3.2
TYP.
14,17
A3.2TYP.
14,17
A3.2TYP.
17
A3.2
14,17
A3.2
14,17
A3.2
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P.
PAPER O/ PLYWD. SHEATHING O/ 2X ROOF FRAMING
PER STRUCT.
12
5
EXT. PLASTER O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X
FRAMING PER STRUCT.
BATT INSULATION PER
ENERGY
CALCULATIONS.
5" BOX STYLE
RAIN GUTTER &
3"
DOWNSPOUT,
PAINTED.
2X BLOCKING PER STRUCT.
2X RAFTER TAILS, 16" O.C.
2X FASCIA,
PAINTED
2'-0"
EAVE OVERHANG
TYPICAL ROOF EAVE (VAULTED CEILING)
1 1/2" = 1'-0"
O'HAGIN'S TAPERED,
LOW-PROFILE VENT
(STANDARD FLANGE)DIVERTERS
LOCALLY-APPROVED SEALANT
ROOF DECK
ASPHALT SHINGLES
WIRE MESH INSECT SCREEN
O'HAGIN'S TAPERED,
LOW-PROFILE VENT
(STANDARD FLANGE)
O'HAGIN VENT SECTIONFOR COORDINATING ROOF TILE MANUFACTURERS,
INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS &
SPECIFIC INFORMATION REGARDING RAIN, SNOW,
HIGH-VELOCITY WIND OR WILDLAND URBAN INTERFACE
(WUI) APPLICATIONS, PLEASE CONTACT O’HAGIN TOLL
FREE AT 877/324-0444 OR WWW.OHAGIN.COM
O'HAGIN VENTS ARE MANUFACTURED USING:
- PRE-PAINTED GALVANIZED 26 GAUGE G90
- GALVANIZED 26 GAUGE G90
- ALUMINUM .032
- COPPER 16 OZ
- STAINLESS-STEEL INTERIOR MATRIX (WEATHERMASTER ,
WEATHERMASTER HD , FIRE & ICE ONLY)
LOCALLY-APPROVED
UNDERLAYMENT
O'HAGIN LOW PROFILE VENT
1 1/2" = 1'-0"
INSULATION BAFFLE
J-MOLD
CASING BEAD
BACKER ROD
AND
SEALANT
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P.
PAPER O/ PLYWD. SHEATHING O/ 2X ROOF FRAMING
PER STRUCT.
12
5
EXT. PLASTER O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X
FRAMING PER STRUCT.
BATT INSULATION PER
ENERGY
CALCULATIONS.
METAL DRIP
FLASHING,
FACTORY
FINISHED.
5" BOX STYLE
RAIN GUTTER &
3"
DOWNSPOUT,
PAINTED.
2X BLOCKING PER STRUCT.
2X RAFTER TAILS, 16" O.C.
2X FASCIA,
PAINTED
2'-0"
EAVE OVERHANG
TYPICAL ROOF EAVE
1 1/2" = 1'-0"
INSULATION BAFFLE
J-MOLD
CASING BEAD
BACKER ROD
AND
SEALANT
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P.
PAPER O/ PLYWD. SHEATHING O/ 2X ROOF FRAMING
PER STRUCT.
12
3
EXT. PLASTER O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X
FRAMING PER STRUCT.
BATT INSULATION PER
ENERGY
CALCULATIONS.
METAL DRIP
FLASHING,
FACTORY
FINISHED.
5" BOX STYLE
RAIN GUTTER &
3"
DOWNSPOUT,
PAINTED.
2X BLOCKING PER STRUCT.
2X RAFTER TAILS, 16" O.C.
2X FASCIA,
PAINTED
2'-0"
EAVE OVERHANG
3:12 ROOF EAVE
1 1/2" = 1'-0"
INSULATION BAFFLE
J-MOLD
CASING BEAD
BACKER ROD
AND
SEALANT
5:12 ROOF EAVE (1 FT OVERHANG)
1 1/2" = 1'-0"
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P.
PAPER O/ PLYWD. SHEATHING O/ 2X ROOF FRAMING
PER STRUCT.
EXT. PLASTER O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X
FRAMING PER STRUCT.
5" BOX STYLE
RAIN GUTTER &
3"
DOWNSPOUT,
PAINTED.
2X BLOCKING
PER STRUCT.
2X RAFTER TAILS,
16" O.C.
2X FASCIA, PAINTED
1'-0"
EAVE OVERHANG
FRAMING PER STRUCT.
J-MOLD CASING BEAD
BACKER ROD AND
SEALANT
BATT INSULATION
PER ENERGY
CALCULATIONS.
12
5
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P.
PAPER O/ PLYWD. SHEATHING O/ 2X ROOF FRAMING
PER STRUCT.
EXT. PLASTER O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X
FRAMING PER STRUCT.
5" BOX STYLE
RAIN GUTTER &
3"
DOWNSPOUT,
PAINTED.
2X BLOCKING PER STRUCT.
2X RAFTER TAILS,
16" O.C.
2X FASCIA, PAINTED
1'-0"
EAVE OVERHANG
J-MOLD CASING BEAD
BACKER ROD AND
SEALANT
BATT INSULATION
PER ENERGY
CALCULATIONS.
12
3
3:12 ROOF EAVE (1 FT OVERHANG)
1 1/2" = 1'-0"
INSULATION BAFFLE
METAL DRIP
FLASHING,
FACTORY
FINISHED.
METAL DRIP
FLASHING,
FACTORY
FINISHED.
METAL DRIP
FLASHING,
FACTORY
FINISHED.
1"
MIN
1"
MIN
1"
MIN
INSULATION BAFFLE
1"
MIN
1"
MIN
7/8" EXT. PLASTER O/ MTL.
LATH O/ WATERPROOFING
PAPER
2X RIP STRIP O/ PLYWD
SHEATHING PER STRUCT.
1/2" : 12"
SLOPE
20 GA. GALV. SHT MTL. PAN
FLASHING W/ HEMMED EDGE
OVER WATERPROOFING
MEMBRANE OVER PLYWOOD.
PRIMED AND PAINTED PER
ELEVATION.
SEALANT AND CASING BEAD
26 GA. GI. SHT. MTL. FLASHING
UNDER WEEP SCREED AND
OVER SHT. MTL. PAN FLASHING
CANOPY
1 1/2" = 1'-0"
PER PLAN
7/8" EXT. PLASTER OR
HARDIEPANEL BOARD AND
BATTEN SIDING O/ MTL. LATH O/
WATERPROOFING PAPER
2X FRAMING PER STRUCT.
2X BLOCKING
1X4 MIN. CONT.
ASPHALT SHINGLE
ROOFING O/ 30# FELT
O/ 1/2" PLYWOOD
SHEATHING CDX MIN.
2X AT 16" O.C.
ROOF FRAMING PER
STRUCTURE
26 GA. GALV. METAL 'Z'
FLASHING LAP O/ BASE
FLASHING
EXT. PLASTER O/ W.P.
PAPER & METAL LATH
LAP W.P. O/ METAL
FLASHING AND WEEP
SCREED
FLASHING AT ABUTTING RAKE WALL
3" = 1'-0"
2"
3"
METAL 'Z' FLASHING
ADHESIVE FLASHING
ISOLATION PAPER
(WRAP BLOCKING
AND LAP ROOFING)
26 GA. GALV. MTL. PAN
FLASHING W/ CRIMP
EDGE EXTEND 8" MIN.
AWAY FROM WALL
TYPICAL RAKE DETAIL (BOARD AND BATTEN)
1 1/2" = 1'-0"
ROOF SHEATHING PER STRUCTURAL.
26 GA (2"X6") G.I. METAL ROOF
EDGE FLASHING.
2X FRAMING PER STRUCTURAL
7/8" EXT. PLASTER
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X ROOF FRAMING PER STRUCT.
TYPICAL RAKE DETAIL (EXT. PLASTER)
1 1/2" = 1'-0"
ROOF SHEATHING PER STRUCTURAL.
26 GA (2"X6") G.I. METAL ROOF
EDGE FLASHING.
2X FRAMING PER STRUCTURAL
2X8 WOOD BARGE BOARD, FINISH
GRADE PAINTED.
CASING BEAD W/ SEALANT AND
BACKER ROD
7/8" EXT. PLASTER O/ MTL. LATH
AND 15 LBS. FELT
UNDERLAYMENT (PROVIDE 30
LBS. FELT UNDERLAYMENT
WHERE APPYING O/ PLYWOOD
SHEAR PANELS WHERE
OCCURS).
ASPHALT SHINGLE TILE ROOFING MATERIAL O/ W.P. PAPER O/
PLYWD. SHEATHING O/ 2X ROOF FRAMING PER STRUCT.
2X8 WOOD BARGE BOARD, FINISH
GRADE PAINTED.
CASING BEAD W/ SEALANT AND
BACKER ROD
HARDIETRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
SEALANT
6"
OVERHANG
HARDIEPANEL BOARD AND
BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
6"
OVERHANG
26 GA. GALV. METAL
FLASHING
ASPHALT SHINGLES O/
30# FELT O/ PLYWD.
SHEATHING PER
STRUCT.
2X LEDGER
ROOF FRAMING PER
STRUCTURE
2X AT 16" O.C.
1X4 MIN. CONT.
2X BLOCKING
26 GA. GALV. METAL 'Z'
FLASHING LAP O/ BASE
FLASHING
ADHESIVE FLASHING
ISOLATION PAPER
4"
ROOF TO WALL FLASHING
1 1/2" = 1'-0"
2"
3"
METAL 'Z' FLASHING
EXT. PLASTER O/ W.P.
PAPER & METAL LATH
LAP W.P. O/ METAL
FLASHING AND WEEP
SCREED
ROOF VENT FLASHING
1 1/2" = 1'-0"
ROOF FRAMING
ROOF SHEATHING
(SEE STRUCTURAL)
VENT PIPE
FLEXIBLE CAP FLASHING W/
MIN. 9" SKIRT AROUND ROOF
PROJECTION. ATTACH TO TILE
W/ ROOFER'S MASTIC
(2) LAYER UNDERLAYMENT (MIN.
30LB A.S.T.M. FELT MIN.)
SEAL PIPE TO FLASHING WITH
TOPS 850 ADHESIVE
STORM COLLAR SET IN CONT.
BEAD OF TOPS 850 ADHESIVE
G.I. BASE MTL. FLASHING SET IN
MASTIC
14
"
1"1"
NOTES:
COMBINE VENT PIPES AS
MUCH AS POSSIBLE AND
KEEP PENETRATIONS TO THE
BACK SIDE OF THE ROOF.
ROOF SHINGLES
ROOF RAFTER
2X BLK'G
10"
BASE FLASHING
1'-
0
"
MI
N
.
1"10"
BASE FLASHING
VENT CAP
3" O B-VENT TO BE
INSTALLED PER
MANUF. SPEC.
STORM COLLAR
GAL. FLASHING
LAP O/ROOF TILE
W/MASTIC
26 GA. GAL. MTL FLASHING
CARRY O/TILE 10" MIN.
MOTAR FILL UNDERNEATH
NOTE:
'METAL LAB INC" 3" DIA.
MODEL M GAS VENT (B-VENT)
OR EQ. UL MH7860, TEST #441B-VENT THRU ROOF
1 1/2" = 1'-0"
1"
MIN. CLR.
ROOF SHINGLES
AREAS & O/ NAIL HOLES
MASTIC AT OVERLAPPING
OF APPROVED ROOFERS
APPLY CONTINOUS BEAD
MIN. 3" HEADLAP
ONE 10D NAIL PER TILE
UNDER RIDGE NAILER
UNDERLAYMENT OVER AND
MANUF. RECOMEND.
RIDGE NAILER PER
ROOF RIDGE
NOT TO SCALE
2"WX 16 GA/ GALV. METALSTRAP NAILED TO ROOFRAFTER W/ (3) 10d NAILS
* PROVIDE 4 STRAPS PER EACHATTIC FURNACE EQUIP. AT 90°TO EA. OTHER INSTALLED PER CMC.
ATTIC EQUIPMENT ANCHOR
1 1/2" = 1'-0"6
3
4
ROOF
DETAILS
A3.2
ASPHALT SHINGLE TILE INFORMATION
7
8
11
12
9
10
15
16
13
14
17
18
19
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
20
2X BLOCKING
1X4 MIN. CONT.
ASPHALT SHINGLE
ROOFING O/ 30# FELT
O/ 1/2" PLYWOOD
SHEATHING CDX MIN.
2X AT 16" O.C.
ROOF FRAMING PER
STRUCTURE
26 GA. GALV. METAL 'Z'
FLASHING LAP O/ BASE
FLASHING
FLASHING AT RAKE WALL AND BATTEN
3" = 1'-0"
2"
3"
METAL 'Z' FLASHING
ADHESIVE FLASHING
ISOLATION PAPER
(WRAP BLOCKING
AND LAP ROOFING)
26 GA. GALV. MTL. PAN
FLASHING W/ CRIMP
EDGE EXTEND 8" MIN.
AWAY FROM WALL
HARDIETRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
HARDIEPANEL BOARD AND
BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
10
'
-
1
"
9'
-
1
"
8'
-
2
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
10
'
-
1
"
9'
-
1
"
GARAGE
OPENING
(BEYOND)
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
SCALE: 1/4" = 1'-0"
BUILDING 1 SOUTH ELEVATION 1
12
A B C
4
3
2
5
6
9
7
12
8
11
'DWELED' CALIBER LED OUTDOOR WALL LIGHT. MOUNTED 8'-0" A.F.F.
COLOR: BLACK
1
'MILGARD®' VINYL WINDOW, MONTECITO® SERIES.
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
10 WOOD DECORATIVE FRONT ENTRY DOOR, SELECT PER OWNER.
COLOR: MATCH MILGARD® TAN
13
WOOD GATE/FENCE, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
14
2 X 10 WOOD BARGEBOARD, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
15
16
WOOD BALCONY, PAINTED,
COLOR: MATCH LAP SIDING OF CORRESPONDING UNIT.
EXTERIOR PLASTER, SMOOTH FINISH, O/ 'ANGELUS BLOCK' CMU RETAINING WALL
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
WOOD DECK W/ ELASTOMERIC OR WATERPROOFED FINISH
METAL FLAT CANOPY, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
17 CONCRETE STEPS PER SITE PLAN
18 NEW A/C UNIT SET ON FIBERGLASS PAD
19 LANDSCAPING PER LANDSCAPE DRAWINGS
20 2X FASCIA, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
21 BASEMENT EXHAUST SHAFT
22 'HARDIETRIM®' WINDOW/DOOR TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: ARCTIC WHITE
23 'HARDIETRIM®' WINDOW TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: KHAKI BROWN
ELEVATION NOTES
24 'DURA' DL2 2-BIKE LOCKER UNIT, INSTALL PER MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. COLOR: GRAPHITE
25 TRASH ENCLOSURE GATE, PAINTED, W/ HORIZONTAL TOP BOLT AND
SLEEVE AND BOTTOM ANCHOR AND SLEEVE.
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
4
AD4
17
A3.2
4
AD4
17
AD2
6 & 7
AD1
20
A3.2
9
AD1
26 EXT. PLASTER O/ 'CONCRETE' WALL
COLOR : 'LA HABRA' 40 DOVE GREY, BASE 200 4'-0"H at SIM. CONDITION
11
AD1
17,18
AD5 1
27 CONCRETE WHEELSTOP
28 CONCRETE CURB, SEE SITE PLAN
29 BOLLARD, SEE DETAIL
30 STUCCO E.J. (EXPANSION JOINT) PER ELEVATION
12
AD4
2
AD2
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
'OWENS CORNING' TRU DEFINITION® DURATION® COOL ASPHALT SHINGLE TILE
COLOR: MOUNTAINSIDE (CRRC 0890-0016)
EXTERIOR PLASTER, SMOOTH FINISH,
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
'MILGARD®' VINYL PATIO DOOR, MONTECITO® SERIES.,
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
1,2
AD2
'HARDIEPANEL®' BOARD AND BATTEN VERTICAL SIDING, SELECT CEDARMILL.
COLOR: KHAKI BROWN
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: HEATHERED MOSS
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: BOOTHBAY BLUE
3
AD2
4
AD2
6
A3.2
31 CONCRETE SLAB AT PARKING GARAGE
20
12
5 11821 22
1911412 14 7 3 12
3 722
5 220 8 5
6
2061311
10
8 5
1293
14
9
1
A6.3 SCALE: 1/4" = 1'-0"
BUILDING 1 EAST ELEVATION 2 A4.1
BUILDING 1
ELEVATIONS
7
15
15
151
2
22
6
17
14 19 26
8
223
16 Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
30
12
BEYOND
BEYOND
30
6
31
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
DRIVEWAY
9'
-
1
"
10
'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
3'
-
6
"
3'
-
6
"
5'-
0
"
5'
-
6
"
8'-
8
"
SCALE: 1/4" = 1'-0"
BUILDING 1 NORTH ELEVATION 1
21
C B A
4
3
2
5
6
9
7
12
8
11
'DWELED' CALIBER LED OUTDOOR WALL LIGHT. MOUNTED 8'-0" A.F.F.
COLOR: BLACK
1
'MILGARD®' VINYL WINDOW, MONTECITO® SERIES.
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
10 WOOD DECORATIVE FRONT ENTRY DOOR, SELECT PER OWNER.
COLOR: MATCH MILGARD® TAN
13
WOOD GATE/FENCE, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
14
2 X 10 WOOD BARGEBOARD, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
15
16
WOOD BALCONY, PAINTED,
COLOR: MATCH LAP SIDING OF CORRESPONDING UNIT.
EXTERIOR PLASTER, SMOOTH FINISH, O/ 'ANGELUS BLOCK' CMU RETAINING WALL
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
WOOD DECK W/ ELASTOMERIC OR WATERPROOFED FINISH
METAL FLAT CANOPY, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
17 CONCRETE STEPS PER SITE PLAN
18 NEW A/C UNIT SET ON FIBERGLASS PAD
19 LANDSCAPING PER LANDSCAPE DRAWINGS
20 2X FASCIA, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
21 BASEMENT EXHAUST SHAFT
22 'HARDIETRIM®' WINDOW/DOOR TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: ARCTIC WHITE
23 'HARDIETRIM®' WINDOW TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: KHAKI BROWN
ELEVATION NOTES
24 'DURA' DL2 2-BIKE LOCKER UNIT, INSTALL PER MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. COLOR: GRAPHITE
25 TRASH ENCLOSURE GATE, PAINTED, W/ HORIZONTAL TOP BOLT AND
SLEEVE AND BOTTOM ANCHOR AND SLEEVE.
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
4
AD4
17
A3.2
4
AD4
17
AD2
6 & 7
AD1
20
A3.2
9
AD1
26 EXT. PLASTER O/ 'CONCRETE' WALL
COLOR : 'LA HABRA' 40 DOVE GREY, BASE 200 4'-0"H at SIM. CONDITION
11
AD1
17,18
AD5 1
27 CONCRETE WHEELSTOP
28 CONCRETE CURB, SEE SITE PLAN
29 BOLLARD, SEE DETAIL
30 STUCCO E.J. (EXPANSION JOINT) PER ELEVATION
12
AD4
2
AD2
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
'OWENS CORNING' TRU DEFINITION® DURATION® COOL ASPHALT SHINGLE TILE
COLOR: MOUNTAINSIDE (CRRC 0890-0016)
EXTERIOR PLASTER, SMOOTH FINISH,
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
'MILGARD®' VINYL PATIO DOOR, MONTECITO® SERIES.,
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
1,2
AD2
'HARDIEPANEL®' BOARD AND BATTEN VERTICAL SIDING, SELECT CEDARMILL.
COLOR: KHAKI BROWN
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: HEATHERED MOSS
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: BOOTHBAY BLUE
3
AD2
4
AD2
6
A3.2
31 CONCRETE SLAB AT PARKING GARAGE
SCALE: 1/4" = 1'-0"
BUILDING 1 WEST ELEVATION 2 A4.2
BUILDING 1
ELEVATIONS
12
1
6
127123 12
11
17 19143
11
14
12
31 18
13275620 18 112162023
22229
12
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
30
2323
6
30
14
30
10
'
-
1
"
9'
-
1
"
8'
-
8
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
9'
-
8
"
6'
-
2
"
ALFAROOEM ALFAROOEM
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
4'-
3
"
3'
-
6
"
GA
T
E
SCALE: 1/4" = 1'-0"
BUILDING 2 NORTH ELEVATION 1
12
E F
4
3
2
5
6
9
7
12
8
11
'DWELED' CALIBER LED OUTDOOR WALL LIGHT. MOUNTED 8'-0" A.F.F.
COLOR: BLACK
1
'MILGARD®' VINYL WINDOW, MONTECITO® SERIES.
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
10 WOOD DECORATIVE FRONT ENTRY DOOR, SELECT PER OWNER.
COLOR: MATCH MILGARD® TAN
13
WOOD GATE/FENCE, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
14
2 X 10 WOOD BARGEBOARD, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
15
16
WOOD BALCONY, PAINTED,
COLOR: MATCH LAP SIDING OF CORRESPONDING UNIT.
EXTERIOR PLASTER, SMOOTH FINISH, O/ 'ANGELUS BLOCK' CMU RETAINING WALL
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
WOOD DECK W/ ELASTOMERIC OR WATERPROOFED FINISH
METAL FLAT CANOPY, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
17 CONCRETE STEPS PER SITE PLAN
18 NEW A/C UNIT SET ON FIBERGLASS PAD
19 LANDSCAPING PER LANDSCAPE DRAWINGS
20 2X FASCIA, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
21 BASEMENT EXHAUST SHAFT
22 'HARDIETRIM®' WINDOW/DOOR TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: ARCTIC WHITE
23 'HARDIETRIM®' WINDOW TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: KHAKI BROWN
ELEVATION NOTES
24 'DURA' DL2 2-BIKE LOCKER UNIT, INSTALL PER MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. COLOR: GRAPHITE
25 TRASH ENCLOSURE GATE, PAINTED, W/ HORIZONTAL TOP BOLT AND
SLEEVE AND BOTTOM ANCHOR AND SLEEVE.
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
4
AD4
17
A3.2
4
AD4
17
AD2
6 & 7
AD1
20
A3.2
9
AD1
26 EXT. PLASTER O/ 'CONCRETE' WALL
COLOR : 'LA HABRA' 40 DOVE GREY, BASE 200 4'-0"H at SIM. CONDITION
11
AD1
17,18
AD5 1
27 CONCRETE WHEELSTOP
28 CONCRETE CURB, SEE SITE PLAN
29 BOLLARD, SEE DETAIL
30 STUCCO E.J. (EXPANSION JOINT) PER ELEVATION
12
AD4
2
AD2
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
'OWENS CORNING' TRU DEFINITION® DURATION® COOL ASPHALT SHINGLE TILE
COLOR: MOUNTAINSIDE (CRRC 0890-0016)
EXTERIOR PLASTER, SMOOTH FINISH,
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
'MILGARD®' VINYL PATIO DOOR, MONTECITO® SERIES.,
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
1,2
AD2
'HARDIEPANEL®' BOARD AND BATTEN VERTICAL SIDING, SELECT CEDARMILL.
COLOR: KHAKI BROWN
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: HEATHERED MOSS
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: BOOTHBAY BLUE
3
AD2
4
AD2
6
A3.2
31 CONCRETE SLAB AT PARKING GARAGE
13 111 2
821 12
7
5 2 13 523 2181
12
SCALE: 1/4" = 1'-0"
BUILDING 2 EAST ELEVATION 2 A4.3
BUILDING 2
ELEVATIONS
1814
7 8 6
18 14
26
19
6 13 15 7
19224
D
239
920
924
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
31
30
3014 28 1 27930
117
3030
6
12
14
SIM.
26
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
DRIVEWAY
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
3'
-
6
"
3'
-
6
"
5'-
0
"
5'
-
6
"
8'-
8
"
SCALE: 1/4" = 1'-0"
BUILDING 2 SOUTH ELEVATION 1
12
F E D
4
3
2
5
6
9
7
12
8
11
'DWELED' CALIBER LED OUTDOOR WALL LIGHT. MOUNTED 8'-0" A.F.F.
COLOR: BLACK
1
'MILGARD®' VINYL WINDOW, MONTECITO® SERIES.
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
10 WOOD DECORATIVE FRONT ENTRY DOOR, SELECT PER OWNER.
COLOR: MATCH MILGARD® TAN
13
WOOD GATE/FENCE, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
14
2 X 10 WOOD BARGEBOARD, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
15
16
WOOD BALCONY, PAINTED,
COLOR: MATCH LAP SIDING OF CORRESPONDING UNIT.
EXTERIOR PLASTER, SMOOTH FINISH, O/ 'ANGELUS BLOCK' CMU RETAINING WALL
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
WOOD DECK W/ ELASTOMERIC OR WATERPROOFED FINISH
METAL FLAT CANOPY, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
17 CONCRETE STEPS PER SITE PLAN
18 NEW A/C UNIT SET ON FIBERGLASS PAD
19 LANDSCAPING PER LANDSCAPE DRAWINGS
20 2X FASCIA, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
21 BASEMENT EXHAUST SHAFT
22 'HARDIETRIM®' WINDOW/DOOR TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: ARCTIC WHITE
23 'HARDIETRIM®' WINDOW TRIM, 3.5" WIDTH, 4/4 SMOOTH FINISH,
COLOR: KHAKI BROWN
ELEVATION NOTES
24 'DURA' DL2 2-BIKE LOCKER UNIT, INSTALL PER MANUFACTURER SPECIFICATIONS
AND INSTRUCTIONS. COLOR: GRAPHITE
25 TRASH ENCLOSURE GATE, PAINTED, W/ HORIZONTAL TOP BOLT AND
SLEEVE AND BOTTOM ANCHOR AND SLEEVE.
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN
4
AD4
17
A3.2
4
AD4
17
AD2
6 & 7
AD1
20
A3.2
9
AD1
26 EXT. PLASTER O/ 'CONCRETE' WALL
COLOR : 'LA HABRA' 40 DOVE GREY, BASE 200 4'-0"H at SIM. CONDITION
11
AD1
17,18
AD5 1
27 CONCRETE WHEELSTOP
28 CONCRETE CURB, SEE SITE PLAN
29 BOLLARD, SEE DETAIL
30 STUCCO E.J. (EXPANSION JOINT) PER ELEVATION
12
AD4
2
AD2
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT, PAINTED,
COLOR: 'DUNN-EDWARDS' DEC 756 WEATHERED BROWN.
'OWENS CORNING' TRU DEFINITION® DURATION® COOL ASPHALT SHINGLE TILE
COLOR: MOUNTAINSIDE (CRRC 0890-0016)
EXTERIOR PLASTER, SMOOTH FINISH,
COLOR: 'LA HABRA' 40 DOVE GREY, BASE 200
'MILGARD®' VINYL PATIO DOOR, MONTECITO® SERIES.,
COLOR: EXTERIOR - TAN, INTERIOR - WHITE.
1,2
AD2
'HARDIEPANEL®' BOARD AND BATTEN VERTICAL SIDING, SELECT CEDARMILL.
COLOR: KHAKI BROWN
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: HEATHERED MOSS
'HARDIEPLANK®' LAP SIDING, SELECT CEDARMILL,
COLOR: BOOTHBAY BLUE
3
AD2
4
AD2
6
A3.2
31 CONCRETE SLAB AT PARKING GARAGE
SCALE: 1/4" = 1'-0"
BUILDING 2 WEST ELEVATION 2 A4.4
BUILDING 2
ELEVATIONS
6 20 72 221
12
8
7
5
14
5
12197161
13
1 261111
12 1814 24
9 92526
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
31
6
30
30
22
LIVING ROOM
LAUNDRY CLOSETHALLWAY
UNIT 2
TYPE B
CLOSET
DRIVEWAY2-CAR GARAGE
BATH 1
LIVING ROOM UNIT 1
TYPE A DINING ROOM
HALLWAYBEDROOM 3
8'
-
2
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
10
'
-
1
"
7'-
6
1
/
2
"
F.A.U.
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
2-CAR GARAGE
DRIVEWAY
LIVING ROOM
HALLWAY CLOSETLAUNDRY
8'
-
8
"
8'
-
8
"
UNIT 1
TYPE A
3'
-
6
"
8'
-
2
"
SCALE: 1/4" = 1'-0"
BUILDING 1 SECTION 1
FLOOR/CEILING ASSEMBLY:
CARPET ON PAD OR CERAMIC FLOOR TILE O/ MUDSET OR HARDWOOD
FLOORING O/ 3/4" MIN. GYPCRETE O/ PLYWOOD SHEATHING O/ 2X FLOOR
FRAMING PER STRUCT. DWG. CEILING SHALL BE ONE LAYER OF 5/8" GYP. BD.
INCLUDE R-19 INSULATION BETWEEN FLOOR JOIST FRAMING WHERE
INDICATED PER SECTION.
NEW CMU BLOCK WALL (PER SEPARATE PERMIT)
FAU PER ENERGY CALCULATIONS IN ATTIC SPACEPROVIDE 24" WIDE SOLID
FLOORING ACCESS WAY AND 30" WORKING SPACE AT CONTROLS IN FRONT OF
FAU. ALSO, PROVIDE POSITIVE ELECTRICAL DISCONNECT AND LIGHT OVER FAU
CONTROLS IN THE ATTIC SPACE, UNIT TO BE SET ON ISOLATION PADS.
CONCRETE FOOTING PER STRUCTURAL DWG.
USE 'OWENS CORNING' R-38 FIBERGLASS INSULATION FOR 2X RAFTERS AT ALL
VAULTED CEILING AREAS, TYP.
ROOF/CEILING ASSEMBLY:
CONCRETE ROOF TILE O/ WATERPROOFING MEMBRANE O/ PLYWOOD SHEATHING O/
2X ROOF FRAMING PER STRUCT. DWG. INCLUDE R-19 BATT INSULATION AT
UNDERSIDE OF ROOF SHEATHING & R-38 BATT INSULATION ON CEILING , TYP. CEILING
SHALL BE ONE LAYER OF 5/8" GYP. BD.
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT.
VINYL WINDOW OR PATIO DOOR PER DOOR / WINDOW SCHEDULE.
WOOD HANDRAIL.
LANDSCAPE PER LANDSCAPE DWG.
FIRE BLOCKING PER 2016 CRC SEC. R302.11:
IS REQUIRED IN CONCEALED SPACES 10'-0" O.C.. HORIZONTALLY AND
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN
STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
WIRES, CHIMNEYS AND FIREPLACES.
4" THK. CONC. SLAB (5" THK. AT DRIVEWAY, GARAGE & PARKING) W/ #4
REBAR @ 16" O.C. EA. WAY ON 2" SAND BED O/ 6 MIL. MIN. VAPOR BARRIER
O/ COMPACTED SOIL.
10
AD1
EXTERIOR WALL ASSEMBLY:
WHERE EXTERIOR PLASTER OCCURS: 7/8" EXTERIOR PLASTER O/ METAL
LATH O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN
APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER
STRUCT. DWG.
WHERE EXTERIOR PLASTER OCCURS: HARDIEPANEL W/ HARDIETRIM
BATTEN BOARDS (12" O.C.) O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT
BACKING WHEN APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL
FRAMING PER STRUCT. DWG.
WHERE LAP SIDING OCCURS: HARDIEPLANK SIDING (6" EXPOSURE) O/ 15#
FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN APPLIED O/
PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER STRUCT. DWG.
INCLUDE R-21 INSULATION BETWEEN STUD WALL FRAMING. AT INTERIOR
SPACES, USE ONE LAYER OF 5/8" GYP. BD.
1,2
AD2
BEAM OR PARALLAM PER STRUCT. DWG.
POST PER STRUCT. DWG.
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
12
2X FRAMED SOFFIT. HEIGHTS PER REFLECTED CEILING PLAN.
6,7
AD1
DEX-O-TEX (ICC ESR-1757) O/ BALCONY FRAMING
PER STRUCT. DWG.
16-19
AD2
16
A6.1
SECTION NOTES
3
AD2
BASEMENT CONCRETE RETAINING WALL PER STRUCT. DWG
4
AD2
19 DEX-O-TEX (ICC ESR-1757) O/ EXTERIOR WOOD DECK FRAMING
PER STRUCT. DWG.
9
AD1
11
AD1
1-3
AD1
6
AD5
42" H LOW WALL.20 20
A6.1
1
3
1
INCLUDE R-13 INSULATION BETWEEN STUD WALL FRAMING AT INTERIOR SPACES
WHERE INDICATED PER SECTION.
21
1
1
PROVIDE 1 1/8" PLYWOOD or OSB MECH. PLATFORM (SOLID BLOCK UNDER UNIT
AND ALL EDGES (PROVIDE SOUND BATT UNDER ENTIRE PLATFORM),
COORDINATE w/ NOTE 12/A5.1
22
23
CHAMBERLIN #C73 GARAGE DOOR OPENER OR EQUAL24
STAIRWAY PER PLANS 4
A4.1
8
A4.1
12
A4.1
13
AD1
14
AD1
15
AD1
18
AD1
19
AD1
20
AD1
3
A5.1
BUILDING
SECTIONS
SCALE: 1/4" = 1'-0"
UNIT 1 SECTION 2
2
B CA
1
13
6
1915
10
4
1
2
TYP.
TYP.
TYP.
14
12
17
16
8
9
7
TYP.
1
11
10
TYP.
4
TYP.
19
13
6
3 TYP.
16 13
3 TYP.
1
21 TYP.
1
21 TYP.
1
18
AD1
20
AD1
19
AD1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
22
24 TYP. of 4
23
TYP.
5
5
5
5
TYP.
23
TYP.
15
AD1 SIM.
19
AD2
14
AD1
SIM.
13
A3.2
15
3 BEYOND
16
16
20
AD2
20
AD2
9'
-
1
"
8'-
8
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
10
'
-
1
"
LIVING ROOM UNIT 4
TYPE B2
LAUNDRYCLOSET CLOSETHALLWAY
DRIVEWAY
LIVING ROOMUNIT 3
TYPE B
LAUNDRY CLOSETCLOSETHALLWAY
GUEST PARKING SPACE
F.A.U.F.A.U.
DRIVEWAY
CLOSET MASTER BATHBEDROOM 3
KITCHEN
UNIT 2
TYPE B
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
3'
-
6
"
3'
-
6
"
5'-
0
"
9'
-
1
"
2'
-
0
"
8'-
8
"
F.A.U.
SCALE: 1/4" = 1'-0"
BUILDING 2 SECTION 1
FLOOR/CEILING ASSEMBLY:
CARPET ON PAD OR CERAMIC FLOOR TILE O/ MUDSET OR HARDWOOD
FLOORING O/ 3/4" MIN. GYPCRETE O/ PLYWOOD SHEATHING O/ 2X FLOOR
FRAMING PER STRUCT. DWG. CEILING SHALL BE ONE LAYER OF 5/8" GYP. BD.
INCLUDE R-19 INSULATION BETWEEN FLOOR JOIST FRAMING WHERE
INDICATED PER SECTION.
NEW CMU BLOCK WALL (PER SEPARATE PERMIT)
FAU PER ENERGY CALCULATIONS IN ATTIC SPACEPROVIDE 24" WIDE SOLID
FLOORING ACCESS WAY AND 30" WORKING SPACE AT CONTROLS IN FRONT OF
FAU. ALSO, PROVIDE POSITIVE ELECTRICAL DISCONNECT AND LIGHT OVER FAU
CONTROLS IN THE ATTIC SPACE, UNIT TO BE SET ON ISOLATION PADS.
CONCRETE FOOTING PER STRUCTURAL DWG.
USE 'OWENS CORNING' R-38 FIBERGLASS INSULATION FOR 2X RAFTERS AT ALL
VAULTED CEILING AREAS, TYP.
ROOF/CEILING ASSEMBLY:
CONCRETE ROOF TILE O/ WATERPROOFING MEMBRANE O/ PLYWOOD SHEATHING O/
2X ROOF FRAMING PER STRUCT. DWG. INCLUDE R-19 BATT INSULATION AT
UNDERSIDE OF ROOF SHEATHING & R-38 BATT INSULATION ON CEILING , TYP. CEILING
SHALL BE ONE LAYER OF 5/8" GYP. BD.
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT.
VINYL WINDOW OR PATIO DOOR PER DOOR / WINDOW SCHEDULE.
WOOD HANDRAIL.
LANDSCAPE PER LANDSCAPE DWG.
FIRE BLOCKING PER 2016 CRC SEC. R302.11:
IS REQUIRED IN CONCEALED SPACES 10'-0" O.C.. HORIZONTALLY AND
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN
STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
WIRES, CHIMNEYS AND FIREPLACES.
4" THK. CONC. SLAB (5" THK. AT DRIVEWAY, GARAGE & PARKING) W/ #4
REBAR @ 16" O.C. EA. WAY ON 2" SAND BED O/ 6 MIL. MIN. VAPOR BARRIER
O/ COMPACTED SOIL.
10
AD1
EXTERIOR WALL ASSEMBLY:
WHERE EXTERIOR PLASTER OCCURS: 7/8" EXTERIOR PLASTER O/ METAL
LATH O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN
APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER
STRUCT. DWG.
WHERE EXTERIOR PLASTER OCCURS: HARDIEPANEL W/ HARDIETRIM
BATTEN BOARDS (12" O.C.) O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT
BACKING WHEN APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL
FRAMING PER STRUCT. DWG.
WHERE LAP SIDING OCCURS: HARDIEPLANK SIDING (6" EXPOSURE) O/ 15#
FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN APPLIED O/
PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER STRUCT. DWG.
INCLUDE R-21 INSULATION BETWEEN STUD WALL FRAMING. AT INTERIOR
SPACES, USE ONE LAYER OF 5/8" GYP. BD.
1,2
AD2
BEAM OR PARALLAM PER STRUCT. DWG.
POST PER STRUCT. DWG.
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
12
2X FRAMED SOFFIT. HEIGHTS PER REFLECTED CEILING PLAN.
6,7
AD1
DEX-O-TEX (ICC ESR-1757) O/ BALCONY FRAMING
PER STRUCT. DWG.
16-19
AD2
16
A6.1
SECTION NOTES
3
AD2
BASEMENT CONCRETE RETAINING WALL PER STRUCT. DWG
4
AD2
19 DEX-O-TEX (ICC ESR-1757) O/ EXTERIOR WOOD DECK FRAMING
PER STRUCT. DWG.
9
AD1
11
AD1
1-3
AD1
6
AD5
42" H LOW WALL.20 20
A6.1
1
3
1
INCLUDE R-13 INSULATION BETWEEN STUD WALL FRAMING AT INTERIOR SPACES
WHERE INDICATED PER SECTION.
21
1
1
PROVIDE 1 1/8" PLYWOOD or OSB MECH. PLATFORM (SOLID BLOCK UNDER UNIT
AND ALL EDGES (PROVIDE SOUND BATT UNDER ENTIRE PLATFORM),
COORDINATE w/ NOTE 12/A5.1
22
23
CHAMBERLIN #C73 GARAGE DOOR OPENER OR EQUAL24
STAIRWAY PER PLANS 4
A4.1
8
A4.1
12
A4.1
13
AD1
14
AD1
15
AD1
18
AD1
19
AD1
20
AD1
3
A5.2
BUILDING
SECTIONS
E FD
SCALE: 1/4" = 1'-0"
UNIT 2 SECTION
2 1
2
9
4
1
TYP.
TYP.
12
TYP.
16
TYP.
13
13
2
TYP.
TYP.
6
19
10
17
18
11
1
TYP.
TYP.
TYP.
3 16
TYP.
19
14
4
6
TYP.
21 TYP.
1 3
TYP.
1
17
22
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
12
5
5
5
5
22
9 TYP.23
TYP.
15
AD1 SIM.
19
AD2
14
AD1
13
AD1
14
18
AD1
20
AD1
19
AD1
19
AD1
16
16
20
AD2
20
AD2
2-CAR GARAGE
DRIVEWAY
BEDROOM 1 DINING ROOM
BEDROOM 2 HALLWAY MASTER
BEDROOM
UNIT 3
TYPE B
3'
-
6
"
3'-
8
"
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
8'
-
7
"
1'
-
6
"
8'-
8
"
10
'
-
1
"
9'
-
1
"
29
'
-
1
0
1
/
2
"
BU
I
L
D
I
N
G
H
E
I
G
H
T
(
3
0
'
-
0
"
M
A
X
)
2-CAR GARAGE
DRIVEWAY
LIVING ROOMKITCHEN
BATH 3W.I.C.HALLWAYMASTER
BEDROOM
UNIT 4
TYPE B2
3'
-
6
"
3'
-
6
"
8'-
8
"
SCALE: 1/4" = 1'-0"
UNIT 3 SECTION 1
2
FLOOR/CEILING ASSEMBLY:
CARPET ON PAD OR CERAMIC FLOOR TILE O/ MUDSET OR HARDWOOD
FLOORING O/ 3/4" MIN. GYPCRETE O/ PLYWOOD SHEATHING O/ 2X FLOOR
FRAMING PER STRUCT. DWG. CEILING SHALL BE ONE LAYER OF 5/8" GYP. BD.
INCLUDE R-19 INSULATION BETWEEN FLOOR JOIST FRAMING WHERE
INDICATED PER SECTION.
NEW CMU BLOCK WALL (PER SEPARATE PERMIT)
FAU PER ENERGY CALCULATIONS IN ATTIC SPACEPROVIDE 24" WIDE SOLID
FLOORING ACCESS WAY AND 30" WORKING SPACE AT CONTROLS IN FRONT OF
FAU. ALSO, PROVIDE POSITIVE ELECTRICAL DISCONNECT AND LIGHT OVER FAU
CONTROLS IN THE ATTIC SPACE, UNIT TO BE SET ON ISOLATION PADS.
CONCRETE FOOTING PER STRUCTURAL DWG.
USE 'OWENS CORNING' R-38 FIBERGLASS INSULATION FOR 2X RAFTERS AT ALL
VAULTED CEILING AREAS, TYP.
ROOF/CEILING ASSEMBLY:
CONCRETE ROOF TILE O/ WATERPROOFING MEMBRANE O/ PLYWOOD SHEATHING O/
2X ROOF FRAMING PER STRUCT. DWG. INCLUDE R-19 BATT INSULATION AT
UNDERSIDE OF ROOF SHEATHING & R-38 BATT INSULATION ON CEILING , TYP. CEILING
SHALL BE ONE LAYER OF 5/8" GYP. BD.
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT.
VINYL WINDOW OR PATIO DOOR PER DOOR / WINDOW SCHEDULE.
WOOD HANDRAIL.
LANDSCAPE PER LANDSCAPE DWG.
FIRE BLOCKING PER 2016 CRC SEC. R302.11:
IS REQUIRED IN CONCEALED SPACES 10'-0" O.C.. HORIZONTALLY AND
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN
STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
WIRES, CHIMNEYS AND FIREPLACES.
4" THK. CONC. SLAB (5" THK. AT DRIVEWAY, GARAGE & PARKING) W/ #4
REBAR @ 16" O.C. EA. WAY ON 2" SAND BED O/ 6 MIL. MIN. VAPOR BARRIER
O/ COMPACTED SOIL.
10
AD1
EXTERIOR WALL ASSEMBLY:
WHERE EXTERIOR PLASTER OCCURS: 7/8" EXTERIOR PLASTER O/ METAL
LATH O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN
APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER
STRUCT. DWG.
WHERE EXTERIOR PLASTER OCCURS: HARDIEPANEL W/ HARDIETRIM
BATTEN BOARDS (12" O.C.) O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT
BACKING WHEN APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL
FRAMING PER STRUCT. DWG.
WHERE LAP SIDING OCCURS: HARDIEPLANK SIDING (6" EXPOSURE) O/ 15#
FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN APPLIED O/
PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER STRUCT. DWG.
INCLUDE R-21 INSULATION BETWEEN STUD WALL FRAMING. AT INTERIOR
SPACES, USE ONE LAYER OF 5/8" GYP. BD.
1,2
AD2
BEAM OR PARALLAM PER STRUCT. DWG.
POST PER STRUCT. DWG.
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
12
2X FRAMED SOFFIT. HEIGHTS PER REFLECTED CEILING PLAN.
6,7
AD1
DEX-O-TEX (ICC ESR-1757) O/ BALCONY FRAMING
PER STRUCT. DWG.
16-19
AD2
16
A6.1
SECTION NOTES
3
AD2
BASEMENT CONCRETE RETAINING WALL PER STRUCT. DWG
4
AD2
19 DEX-O-TEX (ICC ESR-1757) O/ EXTERIOR WOOD DECK FRAMING
PER STRUCT. DWG.
9
AD1
11
AD1
1-3
AD1
6
AD5
42" H LOW WALL.20 20
A6.1
1
3
1
INCLUDE R-13 INSULATION BETWEEN STUD WALL FRAMING AT INTERIOR SPACES
WHERE INDICATED PER SECTION.
21
1
1
PROVIDE 1 1/8" PLYWOOD or OSB MECH. PLATFORM (SOLID BLOCK UNDER UNIT
AND ALL EDGES (PROVIDE SOUND BATT UNDER ENTIRE PLATFORM),
COORDINATE w/ NOTE 12/A5.1
22
23
CHAMBERLIN #C73 GARAGE DOOR OPENER OR EQUAL24
STAIRWAY PER PLANS 4
A4.1
8
A4.1
12
A4.1
13
AD1
14
AD1
15
AD1
18
AD1
19
AD1
20
AD1
3
A5.3
BUILDING
SECTIONS
1
12
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
UNIT 4 SECTION 2
2
TYP.
19
14
4
10
1
TYP.
TYP.
13
TYP.
11
19
14
3 TYP.
13
TYP.
2
TYP.
14
4
11
1
TYP.
TYP.
3
TYP.
10
TYP.
19
13
TYP.
6 16 TYP.
19 14
TYP.
6 TYP.16 TYP.
21
TYP.
1
21
TYP.
1 Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
23
TYP.
9
15
AD1 SIM.
19
AD2
14
AD1
13
A3.2
17
17
TYP.
17
TYP.
2525
25
15
20
AD2
20
AD2
SIM.
20
AD2
20
AD2
8'-
1
0
3
/
4
"
14
R
@
7
5
/
8
"
E
A
.
11
'
-
1
"
18
R
@
7
.
3
9
"
E
A
.
3'
-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
6'-8"
8T @ 10" EA.
10'-10"
13T @ 10" EA.
3'-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
3'-4"
STAIR PLATFORM
4'-2"5T @ 10" EA.3'-2 1/2"
STAIR PLATFORM
7'-6"
9T @ 10" EA.
3'-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
3'-9 1/2"
STAIR PLATFORM
10'-10"
13T @ 10" EA.
3'
-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
8'
-
4
1
/
4
"
14
R
@
7
.
1
7
"
E
A
.
11
'
-
1
"
18
R
@
7
.
3
9
"
E
A
.
1"
TREAD PER PLAN
DOWN STRINGER & LANDING
1 1/2" = 1'-0"
FINISH FLOOR PER OWNER
8
1
/
2
"
M
I
N
.
N
O
O
V
E
R
C
U
T
S
3/4" THK GYPCRETE O/ PLYWOOD
PER STRUCT.
RI
S
E
R
P
E
R
PL
A
N
2X STRINGER PER STRUCT.
HANGER PER STRUCT.
BEAM OR RIM JOIST PER STRUCT.
2X F.J. PER STRUCT.
3/4" PLYWOOD, GLUE
AND NAIL ALL EDGES
3/4" WOOD STOP BLOCKING
8 1/
2
"
M
I
N
.
NO
O
V
E
R
C
U
T
S
TREAD PER PLAN
RI
S
E
R
P
E
R
PL
A
N
UP STRINGER & LANDING
1 1/2" = 1'-0"
FINISH FLOOR PER OWNER
1"
3/4" PLYWOOD, GLUE AND NAIL
ALL EDGES
3/4" PLYWOOD TREADS AND
RISERS
2X JOISTS @ 16" O.C. PER
STRUCT.
BEAM OR RIM JOIST PER
STRUCT.
2X STRINGER PER STRUCT.
HANGER PER STRUCT.
CONC. DECK
TREAD PER PLAN
RI
S
E
R
PE
R
P
L
A
N
8 1
/
2
"
M
I
N
.
NO
O
V
E
R
C
U
T
S
1"
UP STRINGER
1 1/2" = 1'-0"
FINISH FLOOR PER OWNER
3/4" PLYWOOD, GLUE AND NAIL ALL
EDGES
2X P.T.D.F.
THRUST PLATE
PER STRUCT.
NOTCH STRINGER
FOR PLATE, ATTACH
PER STRUCT.
3/
4
"
1/
2
"
PE
R
S
E
C
T
I
O
N
1 1/2"
05
7
2
0
-
0
5
TYPICAL LOW WALL W/ WOOD HANDRAIL
3" = 1'-0"
1X MAPLE WOOD CAP PER
PLAN
16
-
PAINT WHITE ON INSIDE FACE
ONLY
CORNER BEAD
(2) 2X4 CONTINUOUS TOP
PLATE - OVERLAP PLATES @
CORNERS
5/8" GYP. BD. BOTH SIDES OF
2X4 STUDS
34
"
-
3
8
"
PE
R
S
E
C
T
I
O
N
WD HANDRAIL
PER DETAIL
AND PLAN
NOTE:
ATTACHED PER
MANUFACTURES REQ.
TREAD NOSING
FACE OF WALL FINISH,
SEE WALL TYPES
RETURN END TO WALL
BEYOND
3'-0" ABOVE
HANDRAIL @ STUD WALL
6"=1'-0"
1/4"
1 1/2"
1 1/2"Ø HANDRAIL RAILING
PER PLAN W/ STAINLESS
STEEL STANCHION
(STANCHION SPACING PER MFR.)
ATTACHED PER
MANUFACTURES REQ.
2 X SOLID WOOD BLOCKING
AT EACH STANCHION
BUILDING
STAIR
SECTIONS
A6.1
SCALE: 1/2" = 1'-0"
2TYPE B & B2 STAIR SECTION
SCALE: 1/2" = 1'-0"
1TYPE A STAIR SECTION
48121620
FLOOR/CEILING ASSEMBLY:
CARPET ON PAD OR CERAMIC FLOOR TILE O/ MUDSET OR HARDWOOD
FLOORING O/ 3/4" MIN. GYPCRETE O/ PLYWOOD SHEATHING O/ 2X FLOOR
FRAMING PER STRUCT. DWG. CEILING SHALL BE ONE LAYER OF 5/8" GYP. BD.
INCLUDE R-19 INSULATION BETWEEN FLOOR JOIST FRAMING WHERE
INDICATED PER SECTION.
NEW CMU BLOCK WALL (PER SEPARATE PERMIT)
FAU PER ENERGY CALCULATIONS IN ATTIC SPACEPROVIDE 24" WIDE SOLID
FLOORING ACCESS WAY AND 30" WORKING SPACE AT CONTROLS IN FRONT OF
FAU. ALSO, PROVIDE POSITIVE ELECTRICAL DISCONNECT AND LIGHT OVER FAU
CONTROLS IN THE ATTIC SPACE, UNIT TO BE SET ON ISOLATION PADS.
CONCRETE FOOTING PER STRUCTURAL DWG.
USE 'OWENS CORNING' R-38 FIBERGLASS INSULATION FOR 2X RAFTERS AT ALL
VAULTED CEILING AREAS, TYP.
ROOF/CEILING ASSEMBLY:
CONCRETE ROOF TILE O/ WATERPROOFING MEMBRANE O/ PLYWOOD SHEATHING O/
2X ROOF FRAMING PER STRUCT. DWG. INCLUDE R-19 BATT INSULATION AT
UNDERSIDE OF ROOF SHEATHING & R-38 BATT INSULATION ON CEILING , TYP. CEILING
SHALL BE ONE LAYER OF 5/8" GYP. BD.
5" BOX STYLE RAIN GUTTER & 3" DOWNSPOUT.
VINYL WINDOW OR PATIO DOOR PER DOOR / WINDOW SCHEDULE.
WOOD HANDRAIL.
LANDSCAPE PER LANDSCAPE DWG.
FIRE BLOCKING PER 2016 CRC SEC. R302.11:
IS REQUIRED IN CONCEALED SPACES 10'-0" O.C.. HORIZONTALLY AND
VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN
HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN
STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES,
WIRES, CHIMNEYS AND FIREPLACES.
4" THK. CONC. SLAB (5" THK. AT DRIVEWAY, GARAGE & PARKING) W/ #4
REBAR @ 16" O.C. EA. WAY ON 2" SAND BED O/ 6 MIL. MIN. VAPOR BARRIER
O/ COMPACTED SOIL.
10
AD1
EXTERIOR WALL ASSEMBLY:
WHERE EXTERIOR PLASTER OCCURS: 7/8" EXTERIOR PLASTER O/ METAL
LATH O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN
APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER
STRUCT. DWG.
WHERE EXTERIOR PLASTER OCCURS: HARDIEPANEL W/ HARDIETRIM
BATTEN BOARDS (12" O.C.) O/ 15# FELT UNDERLAYMENT. USE 2-15# FELT
BACKING WHEN APPLIED O/ PLYWOOD (CBC 2506.4), O/ 2X STUD WALL
FRAMING PER STRUCT. DWG.
WHERE LAP SIDING OCCURS: HARDIEPLANK SIDING (6" EXPOSURE) O/ 15#
FELT UNDERLAYMENT. USE 2-15# FELT BACKING WHEN APPLIED O/
PLYWOOD (CBC 2506.4), O/ 2X STUD WALL FRAMING PER STRUCT. DWG.
INCLUDE R-21 INSULATION BETWEEN STUD WALL FRAMING. AT INTERIOR
SPACES, USE ONE LAYER OF 5/8" GYP. BD.
1,2
AD2
BEAM OR PARALLAM PER STRUCT. DWG.
POST PER STRUCT. DWG.
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
12
2X FRAMED SOFFIT. HEIGHTS PER REFLECTED CEILING PLAN.
6,7
AD1
DEX-O-TEX (ICC ESR-1757) O/ BALCONY FRAMING
PER STRUCT. DWG.
16-19
AD2
16
A6.1
SECTION NOTES
3
AD2
BASEMENT CONCRETE RETAINING WALL PER STRUCT. DWG
4
AD2
19 DEX-O-TEX (ICC ESR-1757) O/ EXTERIOR WOOD DECK FRAMING
PER STRUCT. DWG.
9
AD1
11
AD1
1-3
AD1
6
AD5
42" H LOW WALL.20 20
A6.1
1
3
1
INCLUDE R-13 INSULATION BETWEEN STUD WALL FRAMING AT INTERIOR SPACES
WHERE INDICATED PER SECTION.
21
1
1
PROVIDE 1 1/8" PLYWOOD or OSB MECH. PLATFORM (SOLID BLOCK UNDER UNIT
AND ALL EDGES (PROVIDE SOUND BATT UNDER ENTIRE PLATFORM),
COORDINATE w/ NOTE 12/A5.1
22
23
CHAMBERLIN #C73 GARAGE DOOR OPENER OR EQUAL24
STAIRWAY PER PLANS 4
A4.1
8
A4.1
12
A4.1
13
AD1
14
AD1
15
AD1
18
AD1
19
AD1
20
AD1
3
NOTE: UNIT 2 STAIR SECTION SHOWN.
UNIT 3 STAIR SECTION IS MIRRORED.
UNIT 4 STAIR SECTION IS SIMILAR.
3
TYP.
4
TYP.
19 13
16 6
9
9
4
TYP.
6
TYP.
9
9
20 17
8
16 TYP.
3 TYP.
21 TYP.21 TYP.
11
8
A6.1 TYP.
4
A6.1
TYP. at CONC.
12
A6.1
TYP.
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
12
A6.1
TYP.
4
A6.1
TYP. at CONC.
8
A6.1
TYP.
447.50'
G / M
449.50'
450.00'
447.50'
12R
DN
449.50'4R
UP
2"
13R
DN 449.25'
450.00'
440.50'
4'
-
3
"
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
8'-
9
"
15
R
@
7
"
E
A
.
10'-10"
13T @ 10" EA.
449.25'
3'
-
6
"
450.00'
3'
-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
1'-11"
11"
6'
-
6
"
13
R
@
6
"
E
A
.
10'-0"
12T @ 10" EA.
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
3'-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
447.50'
441.00'
3'-
6
"
3'
-
6
"
450.00'
1'-11"
2'-
0
"
4R
@
6
"
E
A
.
2'-6"
3T @ 10" EA.
6'-
8
"
MI
N
.
H
E
A
D
R
O
O
M
C
L
E
A
R
A
N
C
E
3'-
0
"
HA
N
D
R
A
I
L
H
E
I
G
H
T
447.50'
3'-
6
"
450.00'
11"
449.50'TREAD NOSING
34" TO 38" ABOVE
WALL. EXTERIOR FINISH
WHERE OCCURS PER PLAN.
ENDS SHALL BE RETURNED 1 1/2"
MIN.
1/4"
HANDRAIL AT CMU WALL
6" = 1'-0"
OR RAMP SURFACE
HANDRAIL
ANCHOR TO MASONRY WALL W/CONCRETE LAG SCREWSSET IN LEAD SHIELDS.
1 1/2"Ø HANDRAIL RAILINGPER PLAN W/ STAINLESSSTEEL STANCHION(STANCHION SPACING PER MFR.)
CMU WALL
WHERE OCCURS PER PLAN.
OUTDOOR CONCRETE STEP
1 1/2" = 1'-0"
REBAR PER STRUCTURAL
1/4" RADIUS CORNER TYP.
1"SEE PLAN
11" MIN.
SE
E
P
L
A
N
7"
M
A
X
.
OUTDOOR CONCRETE STEP
1 1/2" = 1'-0"
REBAR PER
STRUCTURAL
1/4" RADIUS CORNER TYP.
SEE PLAN
11" MIN.
SE
E
P
L
A
N
7"
M
A
X
.
1"
SCALE: 1/2" = 1'-0"
SOUTHWEST SITE STAIR PLAN & SECTION 1
SITE
STAIR
SECTIONS
A6.2
SCALE: 1/2" = 1'-0"
NORTHEAST SITE STAIR PLAN &SECTION 2
SECTION
PLAN
NORTH
B
A
SECTION B
APLAN
NORTH
2B
-
1B
-
12
-
121620
12
-
16
-
16
-
12
-
SECTION C
1C
-
16
-
12
-
12
-
12
-
1
1
1
1
1
1
1
11
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
AD1
6
AD1
NOTES:
1. VERIFY LOCATION OF UNDERGROUND
UTILITIES BEFORE DRILLING FOR
CONCRETE FOUNDATION
2. DIMENSION (D) OF ROUNDED CONCRETE
CAP SHALL BE 1/4 PIPE DIAMETER
ROUNDED CONCRETE
CAP
PAINT (2) COATS TRAFFIC
YELLOW, U.N.O.
8" DIA. STANDARD STEEL PIPE
(UNLESS NOTED OTHERWISE)FILLED W/ CONCRETE
CEMENT WASH SLOPED 1" ABOVE
ADJ.GRADE w/ TOOLED EDGE at 24" DIA.
CONCRETE FOUNDATION 3,500 PSI.
6"
2'-0"
3'
-
6
"
4'-
2
"
'D
'
CONCRETE PAVING PER CIVIL
PROVIDE E.J. @ CONCRETE PAVINGLOCATIONS
COMPACTED FILL, PER SOILS REPORT
EXTERIOR PIPE BOLLARD
3" = 1'-0"19
6% DOWN
8'-0"
12% DOWN
8'-0"
20% DOWN
19'-4"
10% DOWN
8'-0"
3'-0"
6" H CURB
446.63'
441.80'
441.00'
447.11'
441.30'
DRIVEWAY AISLE
BETWEEN UNITS 1 AND 2
4.42% DOWN
9'-6"
GENOA
AVE
PR
O
P
E
R
T
Y
LI
N
E
DRIVEYWAY APRON
PER CITY STANDARD
445.67'
440.58'
12'-6"
8'
-
5
"
C
L
R
.
MI
N
.
NOTE:
COORDINATE WITH CIVIL AND
STRUCTURAL DISCIPLINE
SCALE: 3/8" = 1'-0"
VERTICAL CURVE / RAMP PROFILE 1
SITE
SECTIONS
A6.3
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
WINDOW SCHEDULE NOTE: ALL WINDOWS TO BE 'MILGARD®' VINYL WINDOWS, MONTECITO® SERIES. EXTERIOR COLOR: TAN, INTERIOR COLOR: WHITE.
WIDTH HEIGHT#TYPE
HORIZONTAL SLIDER
FRAME
MATERIAL EXTERIOR GLAZING
VINYL TAN
INTERIOR
WHITE
FRAME FINISH
DUAL LOW-E
W/ ARGON
GAS
FIXED
DOOR SCHEDULE
WIDTH THK.#TYPEMODE MATERIAL FINISH
FRAMEHEIGHTFACEFINISH
DOOR
6'-0"4'-0"
16'-0"2"METAL-7'-0"
SECTIONAL OVERHEAD
INSULATED STEEL
GARAGE DOOR
FACTORY
PAINTED1
2
3
4
5
FINISH
FLOOR LINE
8'-0"3'-0"1 3/4"PAIR PLANKWOOD DECORATIVE
FRONT ENTRY DOOR WOODSTAINED SELECT PER OWNER
EXTERIOR GARAGE DOOR STYLE SHALL
BE SELECT PER OWNER, PROVIDE POWER
REMARKS
2'-0"AWNING
2'-6"6'-6"
WINDOW TYPES (SCALE: 3/16" = 1'-0")
8'-0" HEADER
NOTE: THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.
A
HEADER
HEIGHT
8'-0"
7'-0"B
C
D
8'-0"
FIXED | AWNING | FIXED
9'-0"
2'-0"8'-0"
10'-6"
E
F
G
H
J
K
L
M
N
9'-0"6'-8"SLIDING PATIO DOORS3-PANEL
(XOO)
PAINTED
A
DOOR TYPES (SCALE: 3/16" = 1'-0")
FIXED
HORIZONTAL SLIDER4'-0"3'-6"
B
7'-0"
C
2'-0"
2'-0"5'-6"8'-0"
FIXED | FIXED TOP SASH HEIGHT: 4'-0"
BOTTOM SASH HEIGHT: 2'-6"
8'-0"2'-0"7'-0"
7'-0" HEADER
D
TOP FIXED SASH HEIGHT: 3'-0",
MIDDLE AWNING AND BOTTOM
SASH HEIGHT: 2'-0"
E F G H J
6'-8"HORIZONTAL SLIDER
FIXED | FIXED 8'-9" HEADER HEIGHT
TRANSOM WINDOW
BOTH SASH WIDTHS: 2'-10"
6'-0"2'-0"
K
FINISH
FLOOR LINE
8'-0" HEADER
L
8'-0"
M N
2'-6"FIXED
FIXED
4'-0"
2'-6"2'-0"
FINISH
FLOOR LINE
8'-0" HEADER
7'-0" HEADER
2
5'-0"PAIR
2
RECESSED
PANEL
PAINTED WOOD
PAINTED WOOD1 3/8"2'-6"SINGLE SWING WOOD S.C.
1 1/2"
SLIDING CLOSET
DOOR
(XO)
1
8'-0"3'-0"SINGLE SWING PATIO DOOR
3 4
DUAL LOW-E
W/ ARGON
GAS
VINYL
DUAL
TEMPERED
GLAZING
HARDIE
TRIM at
OPEN'G
5
PAIR
(XO)
DUAL LOW-E
W/ ARGON
GAS
VINYL
DUAL
TEMPERED
GLAZING
6'-0"8'-0"SLIDING PATIO DOORS
1 7/8"
1 7/8"
TTT T T
T
DUAL LOW-E
W/ ARGON
GAS
DUAL
TEMPERED
GLAZING
FRONT ENTRY DOOR FOR UNITS 2, 3, 41 7/8"
10'-6" HEADER
5'-6"6'-0"
FIXED9'-0"2'-0"
5'-0"6'-0"HORIZONTAL SLIDER 8'-0"
8'-0"
9'-0"9'-0" HEADER HEIGHT
TRANSOM WINDOW
10'-6" HEADER HEIGHT
TRANSOM WINDOW
9'-0" HEADER
EGRESS
YES
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
WINDOW NOTESDOOR NOTES
1.)PROVIDE ALUMINUM THRESHOLD & WEATHER STRIPPING AT ALL EXTERIOR DOORS, TYP.
2.)UNDERCUT DOOR FOR VENTILATION
3.)SLIDING PATIO DOOR TO BE 'MILGARD®' VINYL PATIO DOOR, MONTECITO® SERIES. EXTERIOR COLOR: TAN, INTERIOR COLOR: WHITE.
4.)SWING PATIO DOOR TO BE 'PELLA' ARCHITECT SERIES ALUMINUM CLAD DOOR, EXT. COLOR: BROWN, INT. COLOR: WHITE.
5.)ALL INTERIOR DOOR TO BE "JELDWEN" ALL PANEL INTERIOR WOOD DOOR - 2 RECESSED PANEL W/ PAINT OR EQUAL
6.) PROVIDE 100 SQ. IN. MIN. OF LOUVERED VENTILATION.
7.)ALL DOORS SHALL MEET OR EXCEED THE FOLLOWING ENERGY PERFORMANCE RATINGS:
A.) U-FACTOR OF LESS THAN OR EQUAL TO 0.28 (PER ENERGY CALCS.)
B.) SOLAR HEAT GAIN COEFFICIENT (SHGC) OF LESS THAN OR EQUAL TO 0.18 (PER ENERGY CALCS.)
8.)PROVIDE GARAGE DOOR OPENER: CHAMBERLIN C273 OR EQUAL (PROVIDE POWER)
NOTES TEMPERED NOTES
PAINTED WOOD1 3/8"2'-8"SINGLE SWING WOOD S.C.
PAINTED WOOD1 3/8"2'-6"SINGLE SWING WOOD S.C.
PAINTED
VINYL
PAINTED WOOD1 3/8"2'-6"SINGLE SWING WOOD S.C.
1.)ALL WINDOWS TO HAVE 8'-0 HEADER HEIGHT, UNLESS NOTED OTHERWISE.
2.)ALL EGRESS WINDOWS SHALL HAVE:
A.)SILLS NOT TO EXCEED 44" IN HEIGHT, TYP.
B.)OPENABLE AREA W/ 20" MIN. CLEAR WIDTH & 36" MIN. CLEAR HEIGHT
OR
OPENABLE AREA W/ 30" MIN. CLEAR WIDTH & 24" MIN. CLEAR HEIGHT
C.)OPENABLE AREA TO BE THE FOLLOWING:
I.)5.0 SF MINIMUM @ 1ST FLOOR
II.)5.7 SF MINIMUM @ 2ND FLOOR
3.)IF LESS THAN 60" ABOVE STANDING SURFACE AND DRAIN INLET, GLAZING IN WINDOWS AT SHOWERS & TUBS SHALL BE TEMPERED.
4.)ALL WINDOWS SHALL MEET OR EXCEED THE FOLLOWING ENERGY PERFORMANCE RATINGS:
A.) U-FACTOR OF LESS THAN OR EQUAL TO 0.28 (PER ENERGY CALCS.)
B.) SOLAR HEAT GAIN COEFFICIENT (SHGC) OF LESS THAN OR EQUAL TO 0.18 (PER ENERGY CALCS.)
5.)WITHIN 24 INCHES OF A DOOR, SHALL BE TEMPERED. PER CRC 308.4.
6.) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE
BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE A STANDING OR WALKING SURFACE SHALL BE TEMPERED.
7.)GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED
SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE SHALL BE TEMPERED.
1, 8
1
1, 4, 7
1, 3, 7
1, 3, 7
PAINTED WOOD1 3/8"2'-8"SINGLE SWING WOOD S.C.
6
7
8
9
10
11
12
13
4'-0"PAIR PAINTED WOOD1 1/2"
SLIDING CLOSET
DOOR
(XO)
5
5
2
RECESSED
PANEL
2
RECESSED
PANEL
2
RECESSED
PANEL
2
RECESSED
PANEL
2
RECESSED
PANEL
2
RECESSED
PANEL
2 , 5 , 6
2 , 5
5
5
5
7'-0" HEADER HEIGHT
7'-0" HEADER HEIGHT
NO
YES 6
YES 5
T
T
NO
NO
T
YES 5
T
YES
YES
6
6
T
T
T
YES 7
NO
6'-6" HEADER HEIGHTNO
NO
NO
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"FOR UNIT A STAIR LANDING
WINDOW: 7'-0" HEADER HEIGHT
PAINTED WOOD1 1/2"2'-8"SINGLE SWING WOOD S.C.
2
RECESSED
PANEL
16'-8"20 MIN. FIRE RATED DOOR.
SELF CLOSING AND SELF LATCHING
FINISH
FLOOR LINE
8'-0" HEADER
7'-0" HEADER
6 7 8 9 10 11 12 13
FACTORY
WINDOW /
DOOR
SCHEDULE
A8.1
1
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
BATT INSULAITON PER
ENERGY CALCUATIONS
WATERPROOFING
PAPER.
3/4" MIN GYPCRETE O/
3/4" PLYWD SHEATHING.
REFER TO STRUCT DWG
WD FLOOR FRAMING.
REFER TO
STRUCTURAL DWG.
5/8" TYPE 'X' GYP BD,
7/8" EXT PLASTER O/
MTL LATH & 15 LBS
FELT UNDERLAYMENT
(PROVIDE 30 LBS FELT
UNDERLAYMENT WHEN
APPLYING O/ PLYWD
SHEAR PANELS,
WHERE OCCURS)
2X ROOF RAFTER PER
STRUCT DWG
ASPHALT ROOFING O/
BLDG. MEMBRANE O/
CORNER ADHESIVE
MEMBRANE
5/8" TYPE 'X' GYP BD
5/8" TYPE 'X' GYP BD
5/8" TYPE 'X' GYP BD
8" CMU BLOCK WALL,
SOLID GROUTED.
REFER TO STRUCT
DWG
DBL 2X TOP PLATE.
REFER TO STRUCT
DWG
BATT INSULATION PER
ENERGY
CALCULATIONS
7/8" EXT PLASTER O/
MTL LATH & 15 LBS
FELT UNDERLAYMENT
(PROVIDE 30 LBS FELT
UNDERLAYMENT WHEN
APPLYING O/ PLYWD
SHEAR PANELS,
WHERE OCCURS)
WATERPROOFING
PAPER.
PROVIDE
FIREBLOCKING, TYP.
5/8" TYPE 'X' GYP BD
IN ATTIC SPACE
PROVIDE
FIREBLOCKING, TYP.
2X OR 3X P.T. SILL
PLATE. REFER TO
STRUCT DWG
7/8" EXT PLASTER O/
MTL LATH & 15 LBS
FELT UNDERLAYMENT
(PROVIDE 30 LBS FELT
UNDERLAYMENT WHEN
APPLYING O/ PLYWD
SHEAR PANELS,
WHERE OCCURS)
BATT INSULATION PER
ENERGY
CALCULATIONS
DBL 2X TOP PLATE.
REFER TO STRUCT
DWG
WD FLOOR FRAMING.
REFER TO
STRUCTURAL DWG.
3/4" MIN GYPCRETE O/
3/4" PLYWD SHEATHING.
REFER TO STRUCT DWG
WATERPROOFING
PAPER.
PROVIDE
FIREBLOCKING, TYP.
2X OR 3X P.T. SILL
PLATE. REFER TO
STRUCT DWG
AMICO E.J. SCREED
#XJ15 OR EQUAL
2X OR 3X P.T. SILL
PLATE. REFER TO
STRUCT DWG
5/8" TYPE 'X' GYP BD,
BATT INSULATION PER
ENERGY
CALCULATIONS
PROVIDE
FIREBLOCKING, TYP.
FIRE-RATED EXTERIOR WALL AT 1ST FLR
1 1/2"=1'-0"
FIRE-RATED EXTERIOR WALL AT 2ND FLR
1 1/2"=1'-0"
FIRE-RATED EXT WALL /CEILING /ROOF RAKE
1 1/2"=1'-0"
BATT INSULAITON PER
ENERGY CALCUATIONS
MTL. EDGE FLASHING
6"
BARGEBOARD
"J" MOLDING STUCOO
TERMINATION
AMICO E.J. SCREED
#XJ15 OR EQUAL
AMICO E.J. SCREED
#XJ15 OR EQUAL
FIRE-RATED WOOD DECK
1 1/2"=1'-0"
MIN. 28-MIL WEATHERWEAR FINISH
TOPPING AS PER DEX-O-TEX
MIN.150-MIL WATERPROOF LATEX
MEMBRANE (FABRIC REINFORCED) AS
PER DEX-O-TEX
MIN. 50-MIL LIQUID APPLIED
WATERPROOFING MEMBRANE
(NEOBOND II) AS PER DEX-O-TEX
TYPE IV ASPHALT-COATED FIBERGLASS
BASE SHEET AS PER DEX-O-TEX.
PLYWOOD SHEATHING PER STRUCTURAL
DESIGN
2X FLOOR JOIST PER STRUCTURAL
DESIGN (FRAME OR RIP TO SLOPE FOR
DRAINAGE PER PLAN)
7/8" CEMENT PLASTER ON THE
EXTERIOR SURFACE O/ PAPER-
BACKED GALV. METAL LATH O/
MOISTURE- BARRIER O/ 30# BLDG
PAPER (PROVIDE E.J. NOT TO EXCEED
144 SQ FT. MAX.)
1-HOUR FIRE RATED
FLOOR ASSEMBLY W/
CLASS A FIRE-RATING
PER ICC-ESR1757
NOTE: PROVIDE E.J. at DECKING
PER MFR. REQUIREMENTS
WATERPROOFING AT
RETAINING WALL FOOTING
1 1/2" = 1'-0"
CONC. RETAINING
WALL (SEE STRUCT.
DWG.)
COMPOSITE DRAINAGE BOARD W/ GEOTEXTILE FILTER FABRIC
O/ MIN. 60MIL LIQUID-APPLIED WATER- PROOFING MEMBRANE
- INSTALL PER MANUFACTURER'S SPECS
GEOTEXTILE FABRIC AND
GRAVEL POCKET - CONST.
PER MANUF. SPECS.
PERFORATED DRAINAGE PIPE -
SLOPE TO DRAIN PER PLUMBING
NON-EXPANSIVE
GRANULAR FILL PER
STRUCT.
CONT. BENTONITE WATERSTOP -
INSTALL PER MANUF. SPECS
CONCRETE WALL
(SEE STRUCT. DWG.)CONT. BENTONITE WATERSTOP -
INSTALL PER MANUF. SPECS
WATERPROOFING AT
RETAINING WALL FOOTING
1 1/2" = 1'-0"
3"
C
L
R
.
MI
N
.24" MIN.
24
"
L
A
P
N
.
T
.
S
.
12
"
6"
MI
N
.
CMU FENCE WALL
1 1/2" = 1'-0"
PE
R
E
L
E
V
A
T
I
O
N
FINISH GRADE
#4 HORIZ. @ 32" O.C.
O/ FULL HT. OF WALL
#4 DOWEL @ 32" O.C.
2-#4 HORIZ. CONT.
#4 VERT. @ 32 O.C. IN
SOLID GROUTED OF
ALL WALL CELLS.
6X8X16 PRECISION
CMU BLOCK BY
'ANGELUS BLOCK
CO. INC.'
SLOPED CAP BLK.
7/8" CEMENT PLASTER
O/ MTL. LATH w/ BASE
SCREED (EXTERIOR
PLASTER O/ BOTH
SIDES AND TOP OF
BLOCK WALL)
2"
C
L
R
.
1/2" RADIUS TYP.
T.O. CURB AT 1" A.F. GRADE AT TURF
T.O. CURB AT 2" A.F. GRADE AT
PLANTING AREA.
THICKENED EDGE AT EXT. SLAB W/ #4
REBAR CONT.
1/4" WIDE CONTROL JOINT W/ 1/4"
RADIUS EDGE
4" CONC. SLAB at WALKWAYS w/ LIGHT
BROOM FINISHED SLOPE 1/4" PER FOOT
TO DRAIN
REBAR, PER STRUCTURAL
2" MIN. SANDBED O/ 6 MIL. VAPOR
BARRIER 0/ 95% COMPACTED
SUB-GRADE.
1
1
/
2
"
EXTERIOR CONCRETE SLAB
1 1/2" = 1'-0"
5" CONC. SLAB at DRIVEWAY AND GARAGE
FLOOR w/ LIGHT BROOM FINISHED SLOPE
1/4" PER FOOT TO DRAIN
02
8
4
0
-
1
7
TYPICAL CONCRETE WALL DETAIL
1 1/2"=1'-0"
8" CONCRETE WALL PER
STRUCTURAL DRAWINGS.
REFER TO STRUCTURAL
DRAWINGS FOR SIZE,
REINFORCING AND OTHER
CONSTRUCTION DETAILS.
MIN. 4-HOUR FIRE RATED
EXTERIOR AND INTERIOR
WALL PER C.B.C. TABLE
720.1(2)
7/8" EXT. PLASTER O/ W.P.
PAPER BACKED MTL. LATH
PLAN VIEW
CONC. SLAB
PRE-CAST TRENCH
DRAIN
CAST IRON GRATING,
SIZE PER GEADING
4" CONC. ALL
AROUND
TRENCH DRAIN
1 1/2" = 1'-0"
REBAR,
PER STRUCTURAL
SLOPE to DRAIN
APPLICABLE STANDARDS: Complies w/ ASTM C 665 Type I. Is noncombustible, meeting test
criteria of ASTM E 136. Thermal performance determined by ASTM C 653 and C 518.
NOTES: FIRE & SOUND RATING VALUES PER
CERTAINTEED CORPORATION.
APPLY O/ PLYWD WHERE OCCURS.
TYP. 1-HR. PARTY WALL @ WOOD CEILING
1 1/2" = 1'-0"
1-LAYER 5/8" GYP. BD. @ CEILING
DBL. R-13 3 1/2" THK. APPROVED
INSULATION TYP. AT EA. WALL TO
ACHIEVE STC 58 MIN.
1" AIR SPACE TYP.
5/8" TYPE 'X' GYP. BD.
EA. SIDE EXTEND TO
BOTTOM OF PLYWOOD
BATT INSULATION PER
ENERGY
CALCULATIONS
R13 BATT INSULATION
VERTICAL
FIRESTOP AT
8'-0" MAX TYP
2X FLOOR/CEILING JOIST PER
STRUCT.
PROVIDE 4" MIN. HORIZONTAL
FIBER-GLASS FIRESTOP @ TOP &
BOT. PLATE @ 10'-0" O.C. MAX.
NOTE: PROVIDE VERTICAL
FIRESTOPS AT PARALLEL
VERT. STUDS @ 8'-0" O.C. MAX.
APPLICABLE STANDARDS: Complies w/ ASTM C 665 Type I. Is noncombustible, meeting test
criteria of ASTM E 136. Thermal performance determined by ASTM C 653 and C 518.
NOTE: FIRE & SOUND RATING VALUES PER
CERTAINTEED CORPORATION.
APPLY O/ PLYWD WHERE OCCURS.
TYP. 1-HR. PARTY WALL @ WOOD FLOOR
1 1/2" = 1'-0"
1-LAYER 5/8" GYP. BD. @ CEILING
1" AIR SPACE TYP.
5/8" TYPE 'X' GYP. BD.
EA. SIDE EXTEND TO
BOTTOM OF PLYWOOD
3/4" MIN GYPCRETE O/ 3/4" PLYWD
SHEATHING PER STRUCT.BATT INSULATION PER
ENERGY
CALCULATIONS
R13 BATT INSULATION
VERTICAL
FIRESTOP AT
8'-0" MAX TYP
2X FLOOR/CEILING JOIST PER
STRUCT.
PROVIDE 4" HORIZONTAL
FIBER-GLASS FIRESTOP @ TOP &
BOT. PLATE @ 10'-0" O.C. MAX.
DBL. R-13 3 1/2" THK. APPROVED
INSULATION TYP. AT EA. WALL TO
ACHIEVE STC 58 MIN.
NOTE: PROVIDE VERTICAL
FIRESTOPS AT PARALLEL
VERT. STUDS @ 8'-0" O.C. MAX.
TYP. 1-HR. PARTY WALL AT ROOF
1 1/2" = 1'-0"
1" AIR SPACE TYP.
5/8" TYP 'X' GYP BD EACH SIDE)(GA FILE WP3820 SIMILAR W/ 1 LAYER
BATT INSULATION PER
ENERGY CALCULATIONS
1-LAYER 5/8" GYP. BD. @ CEILING
ASPHALT ROOF TILE O/ WATERPROOFING O/
PLYWD. SHEATHING PER STRUCT.
ROOF FRAMING PER STRUCT. W/
SOLID BKL @ 1" AIR SPACE.
PROVIDE 4" HORIZONTAL
FIBER-GLASS FIRESTOP @ TOP &
BOT. PLATE @ 10'-0" O.C. MAX.
5/8" TYPE 'X' GYP. BD. EA.
SIDE EXTEND TO BOTTOM
OF PLYWOOD
NOTE:
PROVIDE VERTICAL
FIRESTOPS @ 8'-0" O.C. MAX.
DBL. R-13 3 1/2" THK. APPROVED
INSULATION TYP. AT EA. WALL TO
ACHIEVE STC 58 MIN.
NOTE: PROVIDE VERTICAL
FIRESTOPS AT PARALLEL
VERT. STUDS @ 8'-0" O.C. MAX.
2nd FLOOR ASSEMBLY, TYP.
3" = 1'-0"
FINISH FLOORING, RE: A1.1
PLYWOOD SHEATHING per
STRUCTURAL DESIGN
FLOOR JOIST FRAMING
per STRUCTURAL
2x WOOD STUB WALL FRAMING,
RE: STRUCTURAL DISCIPLINE
12'-3"
FIN. FLOOR
NOISEPROOFING JOIST TAPE
(3" GREEN GLUE or EQUAL)
10
"
M
I
N
.
6"
M
A
X
.
PAVING PER PLAN
NOTES:
1. PROVIDE EXPANSION JOINTS AT
25'-0" O.C. MAX. AND CURVES,
TANGENTS AND CORNERS.
2. CONTINUE REBAR THROUGH
EXPANSION JOINTS
3. BASE OF CURB TO BE SET ON
COMPACTED SUB-GRADE
4. TOOL FINISH ALL EXPOSED CONC.
SURFACES.
1/2" RADIUS TYP. AT EXPOSED EDGE
PLANTING AREA
4" GRAVEL BASE
WEAKENED PLATE JOINT AT 15'-0" O.C.
MAX.
#4 CONT. TOP AND BOTTOM
6"
1/4" SLOPE
4"
M
I
N
.
CONCRETE CURB AND PLANTER
1 1/2" = 1'-0"
4"
U.
N
.
O
.
COLOR AND FINISH)
(SEE PLANS FOR
CONCRETE PAVING
1/8"
H/
4
COMPACTED
SUBGRADE
SAWCUT CONTROL JOINT@ CONCRETE
3" = 1'-0"
REBAR,
PER STRUCTURAL
SAW CUT CONTROL
JOINTS SHALL OCCUR
MID POINT BETWEEN
EXPANSION JOINT - E.J.,
SEE DETAIL 2/AD1 and
PLAN
24" MIN.
20
"
L
A
P
1'
-
0
"
M
I
N
.
3"
C
L
R
.
MI
N
.
1'
-
0
"
PROJECT SIDE
6'
-
0
"
M
A
X
.
'ANGELES' 6"X8"X16"
STANDARD PRECISION
BLOCK, STACK BOND.
2-#4 HORIZ. @ CONC. FTG.
FINISH GRADE
2" SLOPED CMU CAP BLK.
SEE STRUCTURAL for
REBAR
NEIGHBOR SIDE
2-#4 CONT.
PL
CMU FENCE WALL AT PROPERTY LINE
1" = 1'-0"
EXTERIOR PLASTER O/
ENTIRE SIDES AND TOP
OF BLOCK WALL.
#4 DOWEL @ 32" O.C.
#4 VERT. @ 32 O.C. IN
SOLID GROUTED OF
WALL CELLS.7/8" CEMENT PLASTER
O/ MTL. LATH w/ BASE
SCREED
2"
C
L
R
.
1/2" RADIUS
BACKER ROD DIRECTLY BELOW SEALANT
EXPANSION JOINT LOCATED at 10'-0" MAX.,
USE "KOLD SEAL ZIPPER STRIP" OR EQ., W/
3/4" THK. BEAD OF JOINT SEALANT O/
SEALANT COLOR TO MATCH CONC.
EXT. CONC. PAVING EXPANSION JOINT
3" = 1'-0"
4" CONC. SLAB at WALKWAYS w/ LIGHT
BROOM FINISHED SLOPE 1/4" PER FOOT
TO DRAIN
5" CONC. SLAB at DRIVEWAY AND GARAGE
FLOOR w/ LIGHT BROOM FINISHED SLOPE
1/4" PER FOOT TO DRAIN
REBAR, PER STRUCTURAL
DETAILS
AD1
3
4
6
7
5
101418
20 16 12
2
91317
19 15 11
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
APPLICABLE STANDARDS: Complies w/ ASTM C 665 Type I. Is noncombustible, meeting test
criteria of ASTM E 136. Thermal performance determined by ASTM C 653 and C 518.
NOTES: FIRE & SOUND RATING VALUES PER
CERTAINTEED CORPORATION.
APPLY O/ PLYWD WHERE OCCURS.
1-HR. PARTY WALL @ GARAGE CEILING
1 1/2" = 1'-0"
1-LAYER 5/8" TYPE 'X' GYP. BD.
@ CEILING
3/4" MIN GYPCRETE
O/ 3/4" PLYWD SHEATHING
PER STRUCT.
BATT INSULATION
PER ENERGY
CALCULATIONS
R13 BATT INSULATION
VERTICAL
FIRESTOP AT
8'-0" MAX TYP
2X FLOOR/CEILING JOIST PER
STRUCT.
SINGLE LAYER 5/8" TYPE 'X' GYP
BD ON EA SIDE TO ACHEIVE 1-HR
FIRE RATING. SEE PLANS FOR
LOCATION
FIRE SAFING - MINERAL WOOL
CONT.
DBL. R-13 3 1/2" THK.
APPROVED
INSULATION TYP. AT
EA. WALL TO
ACHIEVE STC 58 MIN.
NOTE: PROVIDE VERTICAL
FIRESTOPS AT PARALLEL
VERT. STUDS @ 8'-0" O.C. MAX.
NOT USED
HARDIE BOARD & BATTEN OUTSIDE CORNER
3" = 1'-0"
HARDIE BOARD-N-BATTTEN
SIDING INSTALLED PER
MANUF. INSTRUCTIONS O/
CONT. HAT CHANNEL AND 15
LBS. FELT UNDERLAYMENT
(PROVIDE 30 LBS. FELT
UNDERLAYMENT WHERE
APPYING O/ PLYWOOD SHEAR
PANELS WHERE OCCURS)
STUD WALL, SEE
STRUCTURAL
LEAVE APPROPRIATE
GAP AND CAULK
LEAVE APPROPRIATE
GAP AND CAULK
VERT. HARDIE-TRIM BOARDSPLAN
FULLY INSULATE ALL
CAVITIES
07
6
2
0
-
0
1
EXTERIOR PLASTER REVEAL
3" = 1'-0"
1/
2
"
2X4 BLK'G
2X6 WD STUDS PER STRUCT. DWG
5/8" GYP. BD.
R-21 BATT INSULATION
7/8" EXT. PLASTER O/ W.P.PAPER-BACKED MTL. LATH
O/ WEATHER-RESISTANT
BARRIER
3"
L
A
P
PLYWD SHEATHING,
SEE STRUCTURAL
GALVANIZED METAL PLASTERJOINT - AMICO #XJ15 or EQUAL,(AREA NOT TO EXCEED 144 SQ.FT.),SEE ELEVATIONS FOR LOCATIONS
06
0
0
0
-
0
1
c
EXT WALL HOR. SIDING BUTTING STUCCO
3" = 1'-0"
5/8" TYPE 'X' GYP. BD.
2X WD. STUDS @ 16"
O.C.
R-21 BATT INSULATIONNOTE:
FOR MATERIAL COLOR AND
FINISH, SEE EXTERIOR
ELEVATIONS.
HARDIEPLANK SIDING
SEALANT
1" THCK X 3.5" W
HARDIETRIM BOARD
7/8" EXT. PLASTER O/ MTL.
LATH AND 15 LBS. FELT
UNDERLAYMENT (PROVIDE
30 LBS. FELT
UNDERLAYMENT WHERE
APPYING O/ PLYWOOD
SHEAR PANELS WHERE
OCCURS)
"J" MTL. CHANNEL
SEALANT
PLAN
1 1/2" W X 3/4" THK HARDIETRIM
BATTEN BOARDS SPACED @ 12" O.C.
EXTERIOR WALL (BOARD AND BATTEN)
3" = 1'-0"
R-21 BATT INSULATION
5/8" GYP. BD. OVER 2X
FRAMING.
2X WD. STUDS @ 16" O.C.
PLYWOOD SHEATHING
PER STRUCTURAL, WHERE
OCCURS
5/16" THK HARDIEPANEL O/ 15 LBS. FELT
UNDERLAYMENT (PROVIDE 30 LBS. FELT
UNDERLAYMENT WHERE APPYING O/ PLYWOOD
SHEAR PANELS WHERE OCCURS)
NOTE: INSTALL
JAMESHARDIE PRODUCTS
PER MANUFACTURER
SPECIFICATIONS AND
INSTRUCTIONS.
PLAN
EXTERIOR WALL (HORIZONTAL SIDING)
3" = 1'-0"
HARDIEPLANK SIDING, 6"
EXPOSURE
NOTE: INSTALL PER
MANUFACTURER
SPECIFICATIONS AND
INSTRUCTIONS.
15 LBS. FELT
UNDERLAYMENT (PROVIDE 30
LBS. FELT UNDERLAYMENT
WHERE APPYING O/
PLYWOOD SHEAR PANELS
WHERE OCCURS)
MIN. 1 1/4" OVERLAP
PLYWOOD SHEATHING
PER STRUCTURAL, WHERE
OCCURS
R-21 BATT INSULATION
2X WOOD FRAMING
5/8" THK. GYP. BD.
7/8" EXT. PLASTER O/ MTL. LATH
AND 15 LBS. FELT
UNDERLAYMENT (PROVIDE 30
LBS. FELT UNDERLAYMENT
WHERE APPYING O/ PLYWOOD
SHEAR PANELS WHERE OCCURS)
EXTERIOR WALL (EXTERIOR PLASTER)
3" = 1'-0"
R-21 BATT INSULATION
5/8" GYP. BD. OVER 2X
FRAMING.
2X WD. STUDS @ 16" O.C.
PLYWOOD SHEATHING
PER STRUCTURAL, WHERE
OCCURS
PLAN
3" LAP
GALVANIZED METAL PLASTER JOINT
AMICO #XJ15 or EQUAL,
(AREA NOT TO EXCEED 144 SQ.FT.),
SEE ELEVATIONS FOR LOCATIONS
06
0
0
0
-
0
1
c
EXT WALL BOARD & BATTEN BUTTING STUCCO
3" = 1'-0"
5/8" TYPE 'X' GYP. BD.
2X WD. STUDS @ 16"
O.C.
R-21 BATT INSULATION
7/8" EXT. PLASTER O/ MTL.
LATH AND 15 LBS. FELT
UNDERLAYMENT (PROVIDE
30 LBS. FELT
UNDERLAYMENT WHERE
APPYING O/ PLYWOOD
SHEAR PANELS WHERE
OCCURS)
1" THCK X 2.5" W
HARDIETRIM BOARD
NOTE:
FOR MATERIAL COLOR AND
FINISH, SEE EXTERIOR
ELEVATIONS.
"J" MTL. CHANNEL
SEALANT
HARDIEPANEL AND
HARDIETRIM BATTEN
BOARDS
SEALANT
PLAN
EXT. PLASTER TO EXT. PLASTER OVERHANG
1 1/2" = 1'-0"
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH O/
WEATHER-RESISTANT BARRIER
FRAMING PER PLANS
EXT. PLASTER CORNER
BEAD
5/8" GYPSUM BOARD
BATT INSULATION PER
ENERGY CALCULATIONS
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH
O/ WEATHER-RESISTANT
BARRIER
OVERHANG PER PLAN
HE
I
G
H
T
P
E
R
S
E
C
T
I
O
N
EXT. PLASTER TOBOARD AND BATTEN OVERHANG
1 1/2" = 1'-0"
HARDIEPANEL BOARD AND BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD SHEATHING PER STRUCT.
FRAMING PER PLANS
EXT. PLASTER CORNER
BEAD
5/8" GYPSUM BOARD
BATT INSULATION PER
ENERGY CALCULATIONS
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH
O/ WEATHER-RESISTANT
BARRIER
OVERHANG PER PLAN
HE
I
G
H
T
P
E
R
S
E
C
T
I
O
N
EXT. PLASTER
CASING BEAD
BACKER ROD AND SEALANT
HARDIETRIM BOARD, 3.5" WIDTH, 4/4 SMOOTH FINISH.
BOARD AND BATTEN TOEXT. PLASTER OVERHANG
1 1/2" = 1'-0"
FRAMING PER PLANS
HARDIETRIM BOARD, 3.5"
WIDTH, 4/4 SMOOTH
FINISH.
5/8" GYPSUM BOARD
BATT INSULATION PER
ENERGY CALCULATIONS
OVERHANG PER PLAN
HE
I
G
H
T
P
E
R
S
E
C
T
I
O
N
EXT. PLASTER
CASING BEAD
BACKER ROD
AND SEALANT
BACKER ROD AND SEALANT
7/8" EXT. PLASTER O/ PAPER-BACKED MTL. LATH O/
WEATHER-RESISTANT BARRIER
HARDIEPANEL BOARD AND
BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
HARDIEPANEL BOARD AND
BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
LAP AND CONTINUE
WEATHER-RESISTANT
BARRIER
6"
LA
PEXT. PLASTER
GALVANIZED 'Z'
FLASHING
(DO NOT CAULK)
7/8" EXTERIOR
PLASTER w/ "J"
MOLD O/ PAPER
BACKED MTL.
LATH & BLDG.
PAPER
SLOPE
BALCONY EDGE
3" = 1'-0"
WOOD RIM JOIST
OR BEAM PER
STRUCTURAL
DEX-O-TEX WEATHER
WEAR DECK SURFACING O/
W.P. BLDG. MEMBRANE
WRAP O/ DBL. BLOCKING
1/4" METAL
PLATE w/ POST,
O/ 1/2" EXT.PLY.
& BLDG. PAPER,
SEE DETAIL
17/AD2
2"X6" WOOD
RAILING,
PAINTED.
DBL. 2x WOOD O/
VERT. METAL
POST w/ SCREW
at 12" O.C.
PROVIDE SELF-ADHESIVE
WRAP AT PLYWOOD DECK
OVER BEAM
EXT. PLYWOOD DECK,
SEE STRUCTURAL DRWGS.
22 GA GALVANIZED SHEET
METAL FLASHING
1
1
/
2
"
BALCONY FLOOR ASSEMBLY, TYP.
3" = 1'-0"
2x FLOOR JOIST PER STRUCTURAL
DESIGN (FRAME OR RIP TO SLOPE FOR
DRAINAGE PER PLAN)
TYPE IV ASPHALT-COATED FIBERGLASS
BASE SHEET AS PER DEX-O-TEX
MIN. 50-MIL LIQUID APPLIED
WATERPROOFING MEMBRANE
(NEOBOND II) AS PER DEX-O-TEX
MIN. 150-MIL WATERPROOF LATEX
MEMBRANE (FABRIC REINFORCED) AS
PER DEX-O-TEX
MIN. 28-MIL WEATHERWEAR FINISH
TOPPING AS PER DEX-O-TEX
PLYWOOD SHEATHING PER
STRUCTURAL DESIGN
7/8" CEMENT PLASTER ON THE EXTERIOR
SURFACE W/ PLASTER MIX 1:4 FOR
SCRATCH COAT AND 1:5 FOR BROWN
COAT, BY VOLUME, CEMENT TO SAND O/
PAPER- BACKED GALV. METAL LATH O/
MOISTURE- BARRIER O/ 30# BLDG PAPER
1-HOUR FIRE RATED FLOOR
ASSEMBLY W/ CLASS A
FIRE-RATING PER ICC-ES ESR-1757
BALCONY GUARDRAIL DETAIL
3/4" = 1'-0"
3'
-
6
"
1"
TY
P
.
12
"
2
1
/
2
"
8"
1 1/2"1 1/2"
1
1
/
2
"
SHAPE DBL. VERT. WOOD POSTS, PAINTED
PLAN VIEW
2"x2"x1/8" STL. TUBE,
PAINTED
2"x6" WOOD RAILING,
PAINTED
2x WOOD VERT.
SCREW at
12" O.C. VERT
(4) 3/8"x2 1/2" G.I. LAG BOLTS
2"x2"x1/8" STL. TUBE.
WELDED to 1/4" THICK PLATE
2x WD TOP RAIL, USE (2) #10 x 2 1/2" STAR
DECK SCREWS at EACH POST
ATTACH 2x6" RAILING w/ (2) #10x 2 1/2" STAR HEAD
DECK SCREWS TO VERT. POST AFTER POST
INSTALLATION, WOOD RAILING, PAINTED.
POST and PLATE
1'-
4
3
/
8
"
5
1
/
2
"
2x WD
4'
-
9
1
/
2
"
S
T
E
E
L
P
O
S
T
18
AD2
1/4"
1
1
/
2
"
DEX-O-TEX
DEX-O-TEX O/ MEMBRANE WATERPROOFING
7/8" CEMENT PLASTER O/ METAL LATH
O/ WATERPROOFING MEMBRANEGALVANIZED,
PROVIDE "J" MOLDING END FLASHING
EXTERIOR DECK FINISHES
N.T.S.
22 GA GALVANIZED SHEET METAL FLASHING
SELF-ADHESIVE MEMBRANE WRAP
3"
4"
EXT. PLYWOOD DECK,
SEE STRUCT'L
FRAMING,
SEE STRUCT'L
CONCRETE WALL,
SEE STRUCT'L
CONCRETE
WALKWAY,
SEE SITE PLAN
E.J.
26 GA. SHEET METAL 'L'
SHAPED BASE FLASHING.
FRAMING PER STRUCT. DWG.
CROSSFIELD
PRODUCTS
dex o tex
DEX-O-TEX WEATHERWEAR
AT WOOD FRAMED BALCONY & STUD WALL
3" = 1'-0"
BATT INSULATION
2X P.T. SILL PLATE
3"
6"
M
I
N
.
6"
MIN.
EXT. PLYWD. SHEATHINGWHERE OCCURS
DEX-O-TEX 'ELASTATEX 500'DECK FINISH LAP UP ATWALL BASE FLASHING
SLOPE 1/4"
PER 1'-0"
TO DRAIN
SELF ADHESIVE FLASHING
2"
CORROSION RESISTANTWEEP SCREED
EXT. PLASTER FINISHES,SEE ELEVATIONS
7/8" EXT. PLASTER O/
PAPER BACKED METAL
LATH O/ 2X FRAMING
INTERIOR WALL
FINISHES,
SEE SECTIONS
THIN-SET CONC.
FLOORING w/
FINISHES,
PER OWNER
NOTE: DEX-O-TEX OVER
FLASHING PRIOR TO
STUCCO
EXT. WALL TO FLOOR
1 1/2" = 1'-0"
INTERIOR FINISH PER PLAN
PLYWD. SUB-FLOOR
PER STRUCT.
BATT INSULATION
AS REQUIRED.
BATT INSULATION
AS REQUIRED.
5/8" GYPSUM BOARD
HARDIE PANEL AND
HARDIETRIM BATTEN BOARD O/
WEATHER-RESISTANT BARRIER
5/8" G.W.B. O/ 2X
FLOOR JOIST
SEALANT AND
BACKER ROD
1" THCK X 3.5" W
HARDIETRIM BOARD
CASING BEAD 7/8" EXT. PLASTER w/ CASING
BEAD O/ PAPER-BACKED
METAL LATH O/ WEATHER
RESISTANT BARRIER
HARDIEPLANK SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCTURAL
HARDIETRIM WINDOW TRIM,
3.5" WIDTH, 4/4 SMOOTH
FINISH
11
AD2
'Z' FLASHINGSIM.
EXT. WALL TO FLOOR
1 1/2" = 1'-0"
BATT INSULATION
AS REQUIRED.
HARDIEPLANK SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
HARDIETRIM WINDOW TRIM,
3.5" WIDTH, 4/4 SMOOTH
FINISH
SEALANT AND BACKER ROD
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH O/
WEATHER-RESISTANT BARRIER
BATT INSULATION
AS REQUIRED.
INT. FINISH O/ 3/4 " THCK
GYPCRETE O/ PLYWOOD
SHEATHING PER STRUCT.
5/8" G.W.B. O/ FRAMING
BATT INSULATION
AS REQUIRED.
EXT. WALL TO FLOOR
1 1/2" = 1'-0"
BATT INSULATION
AS REQUIRED.
HARDIEPANEL BOARD AND BATTEN
SIDING O/ FELT UNDERLAYMENT
O/ PLYWD SHEATHING O/ FRAMING
PER STRUCTURAL DISCIPLINE
HARDIETRIM WINDOW TRIM,
3.5" WIDTH, 4/4 SMOOTH
FINISH
SEALANT AND BACKER ROD
5/8" GYP. BOARD
BATT INSULATION
AS REQUIRED.
INT. FINISH O/ 3/4 " THCK
GYPCRETE O/ PLYWOOD
SHEATHING PER STRUCT.
5/8" G.W.B. O/ FRAMING
EXT. WALL TO FLOOR
1 1/2" = 1'-0"
BATT INSULATION
AS REQUIRED.
HARDIEPANEL BOARD AND
BATTEN SIDING O/ FELT
UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
HARDIETRIM WINDOW TRIM,
3.5" WIDTH, 4/4 SMOOTH
FINISH
EXT. GALVANIZED
PLASTER CASING BEAD
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH O/
WEATHER-RESISTANT BARRIER
5/8" GYP. BOARD
O/ FRAMING
BATT INSULATION
AS REQUIRED.
INT. FINISH O/ 3/4 " THCK
GYPCRETE O/ PLYWOOD
SHEATHING PER STRUCT.
6"
LA
P
7/8" EXT. PLASTER O/
PAPER-BACKED MTL. LATH O/
WEATHER-RESISTANT BARRIER
BATT INSULATION
AS REQUIRED.
LAP AND CONTINUE
WEATHER-RESISTANT BARRIER
6"
LA
P
EXT. PLASTER GALVANIZED 'Z'
FLASHING (DO NOT CAULK)
LAP AND CONTINUE
WEATHER-RESISTANT BARRIER
BATT INSULATION
AS REQUIRED.
LAP AND CONTINUE
WEATHER-RESISTANT BARRIER
6"
LA
P
SEALANT AND BACKER ROD
5/8" GYP. BOARD
O/ FRAMING
5/8" GYP. BOARD
O/ FRAMING
EXT. PLASTER GALVANIZED 'Z'
FLASHING (DO NOT CAULK)
EXT. PLASTER GALVANIZED 'Z'
FLASHING (DO NOT CAULK)
3
4
DETAILS
AD2
6
7
8
5
101418
20 16 12
2
91317
19 15 11
1
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
HARDI LAP SIDING @ OUTSIDE CORNER
3" = 1'-0"
HARDI-PLANK LAP SIDING
INSTALLED PER MANUF.
INSTRUCTIONS O/ CONT. HAT
CHANNEL AND 15 LBS. FELT
UNDERLAYMENT (PROVIDE 30
LBS. FELT UNDERLAYMENT
WHERE APPYING O/
PLYWOOD SHEAR PANELS
WHERE OCCURS)
STUD WALL, SEE
STRUCTURAL
LEAVE APPROPRIATE
GAP AND CAULK
LEAVE APPROPRIATE
GAP AND CAULK
VERT. HARDI-TRIM BOARDSPLAN
FULLY INSULATE ALL
CAVITIES
HEADER PER
STRUCT.
7/8" EXT. PLASTER O/
MTL. LATH AND FELT
UNDERLAYMENT
O/PLYWD SHEATHING
PER STRUCT.
MESH SCREEN
7/8" EXT. PLASTER O/
MTL. LATH AND FELT
UNDERLAYMENT
O/PLYWD SHEATHING
PER STRUCT.
2X FRAMING
PER STRUCT.
LINE OF JAMB
(BEYOND)
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
3" = 1'-0"
HEADER AND SILL (EXT. PLASTER)
VINYL WINDOW
WOOD CASING,
SELECT PER
OWNER
VINYL WINDOW JAMB (EXT. PLASTER)
3" = 1'-0"
'MILGARD' TUSCANY SERIES
VINYL WINDOW FRAME.
(1″ SETBACK, STUCCO KEY).
BATT INSULATION PER
ENERGY CALCULATIONS
5/8" GYP. BD FINISH
WD. SHIM OR FILLER AS
REQ'D
LINE OF SILL BELOW
VINYL SLIDING PATIO DOOR JAMB (EXT. PLASTER)
3" = 1'-0"
'MILGARD' TUSCANY
SERIES VINYL PATIO
SLDING DOOR FRAME.
(1" SETBACK)
MESH SCREEN
BATT INSULATION PER
ENERGY CALCULATIONS
5/8" GYP. BD FINISH
WD. SHIM OR FILLER AS
REQ'D
WD. CASING,
SELECT PER
OWNER
WD. CASING,
SELECT PER
OWNER
'MILGARD' TUSCANY
SERIES VINYL PATIO
SLDING DOOR
FRAME.
(1" SETBACK)
VINYL SLIDING PATIO DOOR
HEADER AND SILL (EXT. PLASTER)
3" = 1'-0"
2"
PE
R
PL
A
N
INTERIOR
FLOOR FINISH
O/ GYPCRETE
O/ PLYWD. PER
STRUCT.MESH SCREEN
VINYL WINDOW JAMB
(HOR. SIDING OR BOARD AND BATTEN)
3" = 1'-0"
'MILGARD' TUSCANY
SERIES VINYL WINDOW
FRAME.
MESH SCREEN
BATT INSULATION PER
ENERGY CALCULATIONS
5/8" GYP. BD FINISH
WD. SHIM OR FILLER AS
REQ'D
WD. CASING, SELECT PER
OWNER
LINE OF SILL BELOW
HARDIEPLANK LAP
SIDING O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
2X FRAMING
PER STRUCT.
LINE OF JAMB
3" = 1'-0"
HEADER AND SILL (HOR. SIDING)
VINYL WINDOW
WD. CASING,
SELECT PER
OWNER
WD. CASING,
SELECT PER
OWNER SEALANT AND
BACKER ROD
WD. CASING, SELECT PER
OWNER
'MILGARD' TUSCANY
SERIES VINYL PATIO
SLDING DOOR FRAME.
MESH SCREEN
BATT INSULATION PER
ENERGY CALCULATIONS
5/8" GYP. BD FINISH
WD. SHIM OR FILLER AS
REQ'D
WD. CASING,
SELECT PER
OWNER
HARDIEPLANK SIDING OR HARDIEPANEL
BOARD AND BATTEN VERTICAL SIDING O/
FELT UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
HARDIETRIM WINDOW TRIM, 3.5" WIDTH,
4/4 SMOOTH FINISH.
SEALANT AND
BACKER ROD
HEADER PER
STRUCT.
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
WD. CASING,
SELECT PER
OWNER'MILGARD' TUSCANY
SERIES VINYL PATIO
SLDING DOOR FRAME.
LINE OF JAMB
2"
PE
R
PL
A
N
DEX-O-TEX
ELASTOMERIC FINISH
INTERIOR
FLOOR FINISH
O/ GYPCRETE
O/ PLYWD. PER
STRUCT.MESH SCREEN
VINYL SLIDING PATIO DOOR
HEADER AND SILL (HOR. SIDING)
3" = 1'-0"
BACKER ROD AND
SEALANT
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
HARDIEPANEL BOARD
AND BATTEN SIDING
O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
MESH SCREEN
LINE OF JAMB
3" = 1'-0"
HEADER AND SILL (BOARD AND BATTEN)
VINYL WINDOW
'MILGARD' TUSCANY
SERIES VINYL
WINDOW FRAME
GALVANIZED Z
FLASHING, PAINTED
(MATCH TRIM)
HARDIEPANEL BOARD
AND BATTEN SIDING
O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
BACKER ROD AND
SEALANT
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
BACKER ROD AND
SEALANT
MESH SCREEN
'MILGARD' TUSCANY
SERIES VINYL
WINDOW FRAME
VINYL SLIDING PATIO DOOR JAMB
(HOR. SIDING OR BOARD AND BATTEN)
3" = 1'-0"
HARDIEPLANK LAP
SIDING O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
GALVANIZED Z
FLASHING, PAINTED
(MATCH TRIM)
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
'MILGARD' TUSCANY
SERIES VINYL PATIO
SLDING DOOR
FRAME.
LINE OF JAMB
2"
PE
R
PL
A
N
INTERIOR
FLOOR FINISH
O/ GYPCRETE
O/ PLYWD. PER
STRUCT.MESH SCREEN
VINYL SLIDING PATIO DOOR
HEADER AND SILL (BOARD AND BATTEN)
3" = 1'-0"
DEX-O-TEX
ELASTOMERIC FINISH
DEX-O-TEX
ELASTOMERIC FINISH
6"
M
I
N
.
LA
P
EXT. PLASTER
GALVANIZED 'Z'
FLASHING
DRIP EDGE
(DO NOT CAULK)
LAP AND CONTINUE
WEATHER-RESISTANT
BARRIER O/ SELF
ADHESIVE
SELF ADHESIVE
TAPE
"J" MTL. CHANNEL
SEALANT
'MILGARD' TUSCANY
SERIES VINYL
WINDOW FRAME
(1″ SETBACK,
STUCCO KEY).
WOOD CASING,
SELECT PER
OWNER
SELF ADHESIVE
TAPE (WRAP ENTIRE
OPENING)
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G)
HEADER PER
STRUCT.
7/8" EXT. PLASTER O/
MTL. LATH AND FELT
UNDERLAYMENT
O/PLYWD SHEATHING
PER STRUCT.
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
6"
M
I
N
.
LA
P
EXT. PLASTER
GALVANIZED 'Z'
FLASHING
DRIP EDGE
(DO NOT CAULK)
LAP AND CONTINUE
WEATHER-RESISTANT
BARRIER O/ SELF
ADHESIVE
SELF ADHESIVE
TAPE
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G)
LINE OF JAMB
(BEYOND)
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G
and ON TO DECK'G)
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G)
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G
and ON TO DECK'G)
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
HEADER PER
STRUCT.
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
HARDIEPLANK LAP
SIDING O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
GALVANIZED Z
FLASHING, PAINTED
(MATCH TRIM)
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
WD. CASING,
SELECT PER
OWNER
HEADER PER
STRUCT.
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
2X FRAMING
PER STRUCT.
SELF ADHESIVE
TAPE (WRAP ENTIRE
OPENING)
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
BACKER ROD AND
SEALANT
WD. CASING,
SELECT PER
OWNER
2X FRAMING
PER STRUCT.
2X FRAMING
PER STRUCT.
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G
and ON TO DECK'G)
GALVANIZED Z
FLASHING, PAINTED
(MATCH TRIM)
HARDIEPANEL BOARD
AND BATTEN SIDING
O/ FELT
UNDERLAYMENT O/
PLYWD SHEATHING
PER STRUCT.
HARDIETRIM WINDOW
TRIM, 3.5" WIDTH, 4/4
SMOOTH FINISH
WD. CASING,
SELECT PER
OWNER
HEADER PER
STRUCT.
WD. SHIM OR
FILLER AS
REQ'D
5/8" GYP. BD
FINISH
BATT INSULATION
PER ENERGY
CALCULATIONS
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
MESH SCREEN
"J" MTL. CHANNEL
SELF ADHESIVE
TAPE (WRAP
ENTIRE OPEN'G)
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
HARDIEPLANK SIDING OR HARDIEPANEL
BOARD AND BATTEN VERTICAL SIDING O/
FELT UNDERLAYMENT O/ PLYWD
SHEATHING PER STRUCT.
HARDIETRIM WINDOW TRIM, 3.5" WIDTH,
4/4 SMOOTH FINISH.
CAULK ALL AROUND
WINDOW FRAME
PRIOR TO WINDOW
PLACEMENT - TYP.
CEILING FINISHES,
SEE SECTIONS
AND CEILING
PLAN
CEILING FINISHES,
SEE SECTIONS
AND CEILING
PLAN
CEILING FINISHES,
SEE SECTIONS
AND CEILING
PLAN
FRAMING,
SEE STRUCTURAL
FRAMING,
SEE STRUCTURAL
FRAMING,
SEE STRUCTURAL
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
7
8
5
DETAILS
AD3
101418
20 16 12
6 3/4" MIN.,
TYP.
ROUGH OPENING
4 1/2"
MIN.
6
3
/
4
"
M
I
N
.
,
TY
P
.
6
3
/
4
"
M
I
N
.
,
TY
P
.
6 3/4" MIN.,
TYP.
4
1
/
2
"
MI
N
.
4
1
/
2
"
MI
N
.
3/4" MIN.
4.
TOP (HEAD)
STRIP
1.
BOTTOM
STRIP
3 SIDE STRIP
FOLD BACK DAM
AT CORNER -
DO NOT CUT!
WINDOW ROUGH
OPENING PER PLAN
RO
U
G
H
O
P
E
N
I
N
G
3/4" MIN.
3.
SIDE (JAMB)
STRIP
2.
SILL PAN
FLASHING
FLEXIBLE FLASHING SHALL BE MINIMUM THICKNESS OF 40-MIL SELF-ADHERING ELASTOMERIC WATERPROOFING
MEMBRANE AND INSTALLED IN A WEATHERBOARD FASHION AROUND THE FULL PERIMETER OF THE OPENING AS
SHOWN BELOW OR AS PER MANUFACTURER'S SPECIFICATIONS BY QUALIFIED INSTALLERS.
RIGID PAN FLASHING SHALL BE 24GA. GALVANIZED OR NON-CORROSIVE METAL OF ONE-PIECE CONSTRUCTION, IF PAN
FLASHINGS ARE OF MULTIPLE-PIECE CONSTRUCTION THEN JOINTS SHALL BE SOLDERED OR SECTIONS SHALL BE
LAPPED A MINIMUM OF 4" WITH WATERPROOFING SEALANT (MINIMUM 2 CONTINUOUS BEADS) APPLIED BETWEEN
LAPPED SECTIONS PARALLEL TO DRAINAGE DIRECTION.
WATERPROOFING SEALANTS REFERRED TO HEREIN
SHALL BE OF THE TYPE APPROVED FOR SPECIFIC
APPLICATIONS AND USE AS INTENDED AND
SPECIFIED BY WINDOW MANUFACTURER OR BY
WATERPROOFING PRODUCTS' MANUFACTURER
AND SHALL BE APPLIED BY
QUALIFIED INSTALLERS.
FLEXIBLE AND RIGID SILL PAN FLASHING INSTALLATION
1. ATTACH BTTM. (SILL) STRIP WITH TOP EDGE LEVEL W/ ROUGH SILL - EXTEND BEYOND EDGE OF ROUGH OPNG' AT LEAST 9" PLUS 1" EXTENSION BEYOND JAMB STRIPS ON BOTH SIDES.
2. INSTALL FLEXIBLE SILL PAN FLASHING, FOLLOWED BY RIGID PAN FLASHING - LAP BOTTOM FLANGE OVER BOTTOM (SILL) STRIP (SEE ABOVE FOR ADDITIONAL INFORMATION).
3. ATTACH SIDE (JAMB) STRIPS WITH INNER FLAP EDGE EVEN WITH THE INTERIOR EDGE OF ROUGH JAMB FRAMING. START STRIP 1" BELOW LOWER EDGE OF THE BOTTOM (SILL) STRIP AND EXTEND 6" ABOVE
LOWER EDGE OF LINTEL. LAP INNER FLAP OF SIDE (JAMB) STRIPS OVER SIDE FLANGE OF SILL PAN FLASHING.
4. AT CURTAIN WALL WINDOW LOCATIONS - ATTACH TOP (HEAD) FLEXIBLE FLASHING WITH SIDE EDGES EXTENDING A MIN. 6" PAST JAMB ROUGH OPENING AND TOP EDGE EXTENDING A MIN. 6" ABOVE THE
HEAD ROUGH OPENING. CUT FLASHING VERTICALLY ALONG JAMB EDGE TO BOTTOM OF HEAD AND FOLD BOTTOM FLAP UNDERNEATH HEAD.
5. ATTACH TOP (HEAD) STRIP WITH BOTTOM EDGE ALIGNED WITH HEAD ROUGH OPENING, LAP ENDS OVER SIDE STRIP EXTENDING MIN. 1" PAST EDGE OF SIDE STRIP.
6"
M
I
N
5 TOP STRIP
4 FLEXIBLE HEAD
FLASHING (AT
CURTAIN WALLS ONLY)
HEAD FLASHING
6"
M
I
N
6" MIN
4"MIN
4"MIN
MI
N
4"1/
2
"
SOLDER BACK DAM
AT SEAM - ENSUREWATER-TIGHT SEAL
2C RIGID SILL PAN
FLASHING
MIN
MIN
6"
MI
N
6"
6"
2B SELF-ADHERING MEMBRANE CLOSURE
SADDLE (OPTIONAL)
2 FLEXIBLE SILL
PAN FLASHING
1 BOTTOM STRIP
2A SELF-ADHERING
MEMBRANE 3" DIA.
CIRCLE PATCH
FLASHING INSTALLATION
1 1/2" = 1'-0"
1/
2
"
NOTE: AVOID USING MECHANICAL
FASTENERS THROUGH RIGID PAN
FLASHINGS WHERE POSSIBLE. IF
MECHANICAL FASTENERS MUST BE USED
THROUGH RIGID PAN FLASHINGS, (1)
FASTENERS MUST BE GALVANIZED OR
NON-CORROSIVE, AND (2) PENETRATIONS
AND FASTENER HEADS MUST BE
THOROUGHLY SEALED WITH APPROVED
WATERPROOFING SEALANT. ANY
MECHANICAL FASTENERS AT JAMBS MUST
NOT BE INSTALLED WITHIN 1" OF
TOP OF SILL OR TOP OF FLOOR.
6"
MIN
4"MI
N
1/
2
"
SOLDER BACK DAM AT
SEAM - ENSURE
WATER-TIGHT SEAL
6"MI
N
3
-
1
/
2
"
O
R
5
-
1
/
2
"
(
F
.
V
.
)
4"MIN
4"
MIN
MIN. 24GA NON-CORROSIVE METAL
SILL PAN WITH CONTINUOUSLY
SOLDERED JOINTS
NO MECHANICAL PENETRATIONS
WITHIN BOTTOM 1/2" OF SILL
PAN. APPLY SEALANT OVER
HEADS OF ALL MECHANICAL
FASTENERS THROUGH FLASHING DOOR
OPENING
BEND BACK DAM 45° TOWARD
EXTERIOR - SOLDER
BACKDAM TO SIDE FLANGE
INSTALL SHIMS AS NECESSARY TO
PROVIDE SLOPE TOWARD EXTERIOR
- DO NOT PENETRATE THROUGH TOP
OF SILL PAN WITH MECHANICAL
FASTENERS
IF USING MULTI-PIECE SILL PAN
FLASHING, LAP ENDS MIN. 4" AND SET
INTO CONTINUOUS BEAD OF
SEALANT; APPLY CONT. BEAD OF
SEALANT AT EXPOSED END JOINT
APPLY CONTINUOUS
SEALANT BEHIND BOTTOM
EDGE OF SILL PAN APRON
LAP BOTTOM FLANGE OF SILL
PAN APRON OVER VERTICAL
FLANGE OF "L" FLASHING
MIN. 24 GA NON-CORROSIVE METAL
"L" FLASHING - LAP ENDS MIN. 4" AND
SET INTO CONTINUOUS BEAD OF
SEALANT; APPLY CONT. BEAD OF
SEALANT AT EXPOSED END JOINT
EXT. DOOR THRESHOLD PAN FLASHING
1 1/2" = 1'-0"
ANOD. ALUM. DRIP AND
VINYL SWEEP and
ASTRAGAL
WEATHERSTRIP
INSERT
ALUM. THRESHOLD
DOOR SEE DOOR
SCHEDULE
EXTERIOR DOOR THRESHOLD
N.T.S.
NOTE: COORDINATE DOOR FLASHING
w/ DETAIL 18/AD4
1.)
NOTES:
2 LEVEL CHANGES
1/
2
"
M
A
X
.
IF
D
O
O
R
S
W
I
N
G
S
OV
E
R
T
H
E
L
A
N
D
I
N
G
DOOR LANDING SIDE
A LANDING, WITH A WIDTH NOT
LESS THAN THE WIDTH OF DOOR
& LENGTH IN THE DIRECTION OF
TRAVEL OF NOT LESS THAN 36",
WILL BE PROVIDED ON EA. SIDE
OF DOORS. THE ELEVATION OF
LANDING SHALL NOT EXCEED 1/2"
DIFFERENCE THAN THE
THRESHOLD OF THE DOORWAY IF
DOOR SWINGS OVER THE
LANDING OR STEPS. ALSO, THE
MAXIMUM SLOPE OF ANY
LANDING SHALL NOT EXCEED 1/4"
PER FOOT.
1
7.
7
5
"
M
A
X
.
I
F
D
O
O
R
DO
E
S
N
O
T
S
W
I
N
G
OV
E
R
T
H
E
L
A
N
D
I
N
G
LEVEL CHANGES
A LANDING, WITH A WIDTH NOT
LESS THAN THE WIDTH OF DOOR
& LENGTH IN THE DIRECTION OF
TRAVEL OF NOT LESS THAN 36",
WILL BE PROVIDED ON EA. SIDE
OF DOORS. THE ELEVATION OF
LANDING SHALL NOT EXCEED
7.75" DIFFERENCE THAN THE
THRESHOLD OF THE DOORWAY IF
DOOR DOES NOT SWING OVER
THE LANDING OR STEPS. ALSO,
THE MAXIMUM SLOPE OF ANY
LANDING SHALL NOT EXCEED 1/4"
PER FOOT.
2.)
DOOR LANDING SIDE
THRESHOLD SIDE
THRESHOLD SIDE
MAX. SLOPE
1/4" PER FOOT
MAX. SLOPE
1/4" PER FOOT
THRESHOLD AND
LEVEL CHANGES AT DOOR LANDING
N.T.S.
BOTH SIDES OVER
SLIDING DOORS,
5/8" TYPE 'X' GYP. BD.
DOOR DIMENSION
1/
2
"
2 - 2 X WOOD STUD
SEE SCHEDULE1 X WD JAMB
INSIDE WARDROBE
SLIDING WARDROBE DOOR JAMB
3" = 1'-0"
GYP.BRD.
"J' MOLDING
SEE SCHEDULE
5/8" THK. TYPE 'X'
2 x WOOD STUDS
GYPSUM BD.
DO
O
R
D
I
M
E
N
S
I
O
N
SLIDING DOOR,
1/2"
BOTH SIDES
SELECT PER OWNER
FLOOR FINISH
1/4" SHIM
1X WD HEADER
SLIDING WARDROBE DOOR HEAD & SILL
3" = 1'-0"
GYP.BRD.
"J' MOLDING,
TYP.
GARAGE DOOR
TRACK PER
MANUFACTURER
STEEL BEAM
PER STRUCT.
CORNER BEAD
GARAGE HEADER
3" = 1'-0"
WOOD BEAM
PER STRUCT.
7/8" EXT. PLASTER
O/ MTL. LATH AND
BUILDING
UNDERLAYMENT
WOOD
FRAMING
1" X 5 1/4" W
HARDIETRIM
BOARD
PROVIDE
WOOD SHIM
AS NEEDED GYP.BRD.
"J' MOLDING
STUCCO "J"
SCREED
GARAGE JAMB
3" = 1'-0"
GARAGE DOOR SEE DOOR
SCHEDULE
GOLD-ZINC 11 BALL BEARING
QUIET ROLLERS
GALVANIZED L-ANGLE
GALVANIZED C-CHANNEL
14 GAUGE SAFEGUARD
HINGE WITH 12 GAUGE
ROLLER BRACKET
PROVIDE WEATHERSEAL
BOTH SIDE AND BOTTOM
OF DOOR
2X DOUBLE PLATE W/ 5/8"
LAG BOLT (COUNTERSINK)
PROVIDE WOOD SHIM AS
NEEDED
1" X 5 1/4" W/ VERT.
HARDIETRIM BOARD
7/8" CEMENT PLASTER
O/ METAL LATH O/
WATERPROOFING PAPER
and CORNER BEAD
NOTE:
GARAGE DOOR SHALL BE
INSTALLED PER MANUFACTURES
RECOMENDATION
INTERIOR DOOR HEAD (JAMB SIM.)
3" = 1'-0"
HEADER OR DOUBLE
STUDS AT JAMB
5/8" GYP. BD. BOTH
SIDES.
SHIM
1X FINISH WOOD
FRAME
1/2"X1 1/2" DOOR STOP
DOOR SEE DOOR
SCHEDULE
WOOD TRIM
SELECT PER OWNER
7/8" CEMENT PLASTER O/ METAL LATH
O/ WATERPROOFING PAPER O/
SELF-ADHESIVE MEMBRANE
PRESSURE TREATED 2X P.T. SILL PLATE
EXT. PLASTER GALVANIZED 'Z' FLASHING
DRIP EDG (DO NOT CAULK)
EXT. PLYWOOD SHEATHING WHERE
OCCURS PER STRUCT.
4"
LINE OF ROUGH GRADE
6"
M
I
N
.
TO
C
O
N
C
FL
O
O
R
2"
8"
M
I
N
.
TO
R
O
U
G
H
G
R
A
D
E
SEALANT W/
COMPRESSIBLE FILLER
LINE OF CONC. SLAB
8"
M
I
N
.
3" METAL DOWNSPOUT,
PAINTED TO MATCH
WALL
PRE-FAB SPLASH
BLOCK AS REQ'D AT
PLANTER ONLY
FINISH GRADE
G.I. STRAP DOWNSPOUT
TO WALL AT 8'-0" O.C
(PRE-DRILL HOLE FOR
ATTACHMENT SCREW,
CAULK HOLE PRIOR TO
SCREW PLACEMENT)
ROOF DRAIN EXTERIOR
3" = 1'-0"
WEEP SCREED DETAIL
3" = 1'-0"
APPLY COLOR COAT TO
MATCH ADJACENT EXT.
PLASTER COLOR O/ HIGH
DENSITY FOAM FILLER
7/8" CEMENT PLASTER O/ METAL LATH
O/ WATERPROOFING PAPER O/
EXT.SELF-ADHESIVE MEMBRANE O/
PLASTER GALVANIZED 'Z' FLASHING
DRIP EDG (DO NOT CAULK),
SEE DETAIL 9/AD4 for MORE INFO.
NOTE: SELF-ADHESIVE
MEMBRANE FROM PLY.WD.
TO FOUNDATION
NOTE: SELF-ADHESIVE
MEMBRANE FROM PLY.WD.
TO FOUNDATION
6"
6"
24" MIN.
CONCRETE CURBWITH #4 CONT.
1/2" EXPANSIONJOINT MATERIAL
CONCRETE PAD5" THICK
CONT. FOOTINGWITH #5 AT 16" O.C.VERTICAL AND 2-#5CONT. EA. SIDE
6" SPLIT FACED CMU
W/ 1-#5 CONT. @ TOP& BOTTOM & 24" 0.C.MAX. AND # 5 AT 16"
O.C. VERTICAL
3"
C
L
R
.
12
"
M
I
N
.
6"
SEE STRUCTURALCONCRETE SLAB
INTERIOR EXTERIOR
SIDEWALK
02
8
3
0
-
0
6
TRASH ENCLOSURE SECTION
3/4" = 1'-0"
7/8" CEMENT PLASTER
O/ MTL. LATH w/ BASE
SCREED
SMOOTH FACE AT INTERIOR,PAINTED WITH 2 COATS OFEPOXY PAINT, SEE DETAIL6/AD1 SIM. FOR T.O.WALL
4x4 POST REDWOOD
WOOD GATE
(3) METAL. HINGE
1x4 REDWOOD
CEMENT PLASTER O/
CMU BLOCK WALL PER
ELEVATION
ELEVATION
3" = 1'-0"
PLAN
SECTION
2x6 REDWOOD CAP W/
PAINT
1x4 REDWOOD AT
B/S TOP & BOTTOM
1x4 REDWOOD
MTL. POST BASE 1"
WOOD FENCE AND GATE DETAIL AND JAMB
1 1/2" = 1'-0"
3 1/2"
TYP.
1x8 REDWOOD BDS.
OVERLAPPED
4x4 REDWOOD POST
WOOD GATE
2x4 REDWOOD GATE JAMB
2x4 REDWOOD GATE JAMB
7 1/4"
TYP.
3 1/2"
TYP.
HE
I
G
H
T
P
E
R
E
L
E
V
A
T
I
O
N
D
W
G
S
5'
-
0
"
M
A
x
NOTE:
SEE ELEVATIONS for
LOCATIONS
(3) HEAVY DUTY STAINLESS HINGE
W/ RETURN SPRING HINGE CLOSURE
1/2" LAG-BOLT w/ LEADED COUNTERSINKED SLEEVE
SECTION
1x8 REDWOOD VERT.BOARDS OVERLAPED
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
4
5
DETAILS
AD4
18 14
1
2
13
10
7
9
11
NOT USED NOT USED
20
1
1'-0"
3/4" MDF. SHELF PRIMED AND PAINTED
SEMI-GLOSS TO MATCH INT. WALL
3/4" MDF. BRACKET STIFFENER @
36"O.C. PRIMED AND PAINTED
SEMI-GLOSS TO MATCH INT. WALL
PREDRILLED FOR POLE
TO
F
I
N
I
S
H
F
L
O
O
R
5'
-
0
"
3"
3"
1 1/2" DIA. WOOD POLE PAINTED.
SHELF & POLE
1 1/2" = 1'-0"
3" #12 SCREW @ 16" O.C. TYP.
at BLOCKING
3/4" MDF. CONT. REAR AND SIDE
LEDGERS, SCREW THRU. GYPSUM WALL
BOARD TO STUDS AND BLOCKING,
ATTACH BOTT. w/ 3" #12 SCREW
@ EA. STUD
SEE PLAN FOR WALL TYPE AND
CONSTRUCTION. PROVIDE FIRE AND DRAFT
STOPS AS REQ'D. PER BLDG. CODE
5/8" GYPBD. SHT'G. TYPE 'X' ON EACH SIDE OF
CAB'T. AT 1-HR. FIRE-RATED WALL
ALL UNUSED KNOCKOUTS OR OTHER HOLES
SHALL BE PROPERLY SEALED
UNFACED FIBERGLASS OR MINERAL
WOOL BATT AS REQ'D.
RECESSED CABINETS SHALL BE GALVANIZED
METAL CONSTRUCTION MIN. 24GA THICKNESS
ALL CONDUIT PENETRATIONS INTO
ELECTRICAL CABINET SHALL BE FILLED AT
WALL W/ DRYWALL COMPOUND, TAPE AND
SANDED TO FORM A COMPLETE SEAL ALL
AROUND; WHERE APPLICABLE INSTALL
FACEPLATE COVER AT CABINET OPENINGS
RECESSED ELEC. OR FIXTURE CABINET
1 1/2" = 1'-0"
PLYWOOD SUB-FLOOR.
TUB ENCLOSURE
INSULATION BUTT PER WALL SCHEDULE.2X WOOD STUD W/ SOUND
PRE-FAB. FIBERGLASS
FLEXIBLE SEALANT INTO 1/8" MIN. GAP.
2X BLOCKING
BATH TUB FRAMING / FINISHES
1 1/2" = 1'-0"
CEMENT BACKERBOARD ORONE LAYER TYPE 'X' WATER RESISTANTGYP BD AT 1HR RATED WALL WHEREOCCURS.
WALL FINISHES PER TENANT
1" THK. TYPE 'X'
2 LAYERS OF 5/8"TYPE 'X' GYP. BD.
CHASE GYP. BD.
PROVIDE BATT INSULATION
AGAINST UNIT SPACE
20 GA. CAP FLASHING
W/ HEMMED EDGE
1X PLASTER STOP
5/8" PLYWD
METAL-LOUVER VENT SIZE
PER MECH-PLAN
PROVIDE CORROSION
RESISTENT METAL
INSECT SCREEN
SLOPE 1/2"
PER FOOT
2-HOUR RATED
EXHAUST SHAFT- SECTION
1 1/2" = 1'-0"
EXT. PLASTER GALVANIZED 'Z'
FLASHING DRIP EDGE
(DO NOT CAULK)
O/ WEATHER-RESISTANT BARRIER
(WRAP FRAMING w/ SELF ADHESIVE)
7/8" EXT. PLASTER O/ MTL. LATH
AND FELT UNDERLAYMENT
O/ SHEATHING
CAULK ALL
AROUND
CHASE
5/8" TYPE 'X' G.W.B. O/
2X CEILING JOIST
PLYWD. SUBFLOOR
PER STRUCT.
PROVIDE BATT
INSULATION LIVING
SPACE.
7/8" EXT. PLASTER O/
PAPER-BACKED MTL.
LATH
2 LAYERS OF 5/8" TYPE 'X'
GYP. BD. ALL SIDES
1" THK. TYPE 'X' GYP. BD.
ALL SIDES
FLOOR FINISHES PER
SCHEDULE
2-HOUR RATED
EXHAUST SHAFT - SECTION
1 1/2" = 1'-0"
COVE LIGHTING AT SOFFIT
1 1/2" = 1'-0"
CE
I
L
I
N
G
H
E
I
G
H
T
PE
R
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
PE
R
RC
P
2X WD. NAILER
PROVIDE TAPE LED
LIGHT, CONTINUOUS.
PER
RCP
5/8" GYP. BD FINISH
1'-0"
2X BRACE AT COVE FRAMING
FLOOR or
CEILING
JOIST
PE
R
R
E
F
L
E
C
T
E
D
CE
I
L
I
N
G
P
L
A
N
2X4 BLKG.
CORNER BEAD
5/8" GYP. BD. O/ 2X4
FRAMED SOFFIT
INTERIOR SOFFIT
3" = 1'-0"
FLOOR or
CEILING
JOIST
2X WD STUDS @ 16" O.C. PER STRUCTURE
PLAN
5/8" GYP. BD. BOTH
SIDE TYPICAL
ONE LAYER OF 5/8" TYPE 'X' GYP. BD. @ UNDERSIDE OF
STAIR STRINGERS, STAIR-BEARING WALL, AND GARAGE TO
ACHIEVE 1-HR. CONSTRUCTION. THE 5/8" TYPE 'X' GYP. BD.
SHALL BE EXTENDED FROM TOP OF FLOORING ALL THE WAY
TO THE BOTTOM OF STAIR STRINGERS, FLOOR, AND/OR,
CEILING JOISTS.
INTERIOR WALL
3" = 1'-0"
PLAN
5/8" TYPE 'X' GYP. BD.
BOTH SIDE
PROVIDE INSULATION
AT PLUMBING
UL APPROVED FIRE
RATED RECEPTACLES
BOX (ATTACHED TO
STUD)
R13 BATT INSULATION
2X WD. STUDS @ 16" O.C.
ELEC. & PLUMBING AT WALL
3" = 1'-0"
PLAN
2'-0" MIN.
3/
4
"
1
1
/
2
"
1
1
/
2
"
3'-
0
"
M
I
N
.
PE
R
P
L
A
N
PE
R
P
L
A
N
STUD @ 16" O.C.SIDE O/ 2X4 WD.5/8" GYP. BD. EA.
MOUNTS DRAWERSON 'ACURIDE' GLIDTYP.
COUNTERTOP & BACKSPLASH
SELECT PER OWNER.6"
U.
N
.
O
.
COUNTER & CABINET
1" = 1'-0"
UPPER CABINET,
SEE DETAIL 3/AD5
UNDER MOUNT LIGHTING
PER PLAN
CABINET CLOSURE TRIM
WALL FRAMING
COUNTER & CABINET MOUNTING
N.T.S.
NOTE: CASEWORK FASTENER SHALLCOMPLY w/ ASCE 7-16 13.4
3/4" X 1 1/2" CONT.SPACER ATTACHMENTCLEAT SECURED TOBACK OF UPPERCABINET and WALL
PROVIDE CONT. BLOCKINGat TOP & BOTTOM forSECURED ATTACHMENT
3" #14 SCREW @ 16" O.C.TYP. at T&B FOR ALLCABINET MOUNTINGCONNECTORS
3/4" X 1 1/2" CONT.UPPER WEDGEDSHAPED CLEAT/LEDGERSECURED TO BACK OFUPPER CABINETSECURED TO WALL atBLOCKING LOCATIONS
UPPER CABINET
2" #14 SCREW @ 16" O.C.TYP. at CLEAT/LEDGERLOCATED at BLOCKING
Reviewed By:
Drawn By:
Date:
Scale:
Office Project Number:
AS NOTED
Plan Check:
Revisions:
Drawing Title:
Project:
Date
Contractor:
Consutant:
THE DRAWINGS, IDEAS, ARRANGEMENTS AND
SPECIFICATIONS CONTAINED IN THESE DOCUMENTS ARE
THE PROPERTY AND COPYRIGHT OF SPACE LIGHT
STRUCTURE DESIGN AND SHALL NOT BE USED ON ANY
OTHER WORK EXCEPT BY AGREEMENT WITH SPACE LIGHT
STRUCTURE DESIGN. WRITTEN DIMENSIONS SHALL TAKE
PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE
BROUGHT TO THE NOTICE OF SPACE LIGHT STRUCTURE
DESIGN. PRIOR TO THE COMMENCEMENT OF ANY WORK.
157 AND 159 GENOA STREET
ARCADIA, CA 91007
Multi-Family Residential Project
4 UNITS
GENOA
JMP / TL
2017-25
VT
1
Information:
URBAN DESIGN
DESIGN
ARCHITECTURE
S
INTERIORS
Suite 2
South Pasadena, CA 91030
1414 Fair Oaks Avenue,
Fax:
Office:(626) 799-8818
(626) 799-8823
www.slsdinc.com
S L
03-21-2023
2
Checker: Shawn Dalipe, 09-18-19
VCA File No: 32263-33226
1st Check, Plan Check No: 19-1509
10-15-19
Checker: Hirsch & Associates
1st Landscape Check, #1965
3 02-07-23
Code Update
6
3
4
5
DETAILS
AD5
18
1
210
9
11
17
NOT USED
NOT USED
NOT USED
NOT USEDNOT USED
NOT USED
NOT USED NOT USED
NOT USED