HomeMy WebLinkAbout15 Christina St - 2024 -18' - 0"12' - 0"20' - 0"29' - 1 5/32"
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
COVER SHEETCVR
CALGREEN CG2
GENERAL NOTESGN-1
GENERAL NOTESGN-2
GENERAL NOTESGN-3
RENOVATE EXISTING 7 UNIT APARTMENT BUILDING:
NEW FLOORING, PARTITION WALL AND DOOR FOR W/D, NEW RESTROOM AND KITCHEN CABINETRY, FLOORING,
AND FIXTURES.
NEW FLOORING THROUGHOUT
NEW PAINT THROUGHOUT
SCOPE OF WORK
CVR
PROJECT INFORMATION
A.
B.
R-4 / U
TYPE VB
F.
NOT APPLICABLE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE, TITLE 24
D.
F.
E.
C.
BUILDING OCCUPANCY GROUP :
TYPE OF CONSTRUCTION :
APPLICABLE CODES :
FIRE HAZARD SEVERITY ZONE :
PROJECTIONS :
EXTERIOR WALLS /
OPENING PROTECTION :
SPRINKLER SYSTEM :
NOT REQUIRED -
FIRE SEPARATION DISTANCE GREATER THAN OR EQUAL
TO 3'-0" FROM PROPERTY LINE TO FACE OF WALL (FINISH
SURFACE) PER 2022 CRC
NO WORK TO EXTERIOR
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA CODE OF REGULATIONS
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
NOT APPLICABLE
DEMOLITION PLANSA1
PROPOSED MAJOR RENOVATIONSA2
ELECTRICAL / UTILITY PLANA-3
CONSTRUCTION DETAILSD1
REQUIRED SETBACKS:
FRONT:15'-0"
SIDES:4'-0"
REAR:5'-0"
LOS ANGELESCOUNTY:
ARCADIACITY:
LEGAL OWNER LEGAL DATA
----APN:
RESIDENTIAL
R-2
USE:
ZONE:
GENERAL NOTES GN-4
FRAMING NOTES
DISCHARGE OF POLLUTANTS NOTE
THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PPROHIBITED. NO
SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE
MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION
ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR
STORM DRAIN SYSTEM.
SITE PLAN NOTESFOUNDATION NOTES
1.SEE GENERAL NOTES DIVISION 1B FOR ADDITIONAL INFORMATION.
2.CONTRACTOR SHALL CALL "DIG-A-LERT" PRIOR TO ANY WORK ON SITE TO VERIFY THE LOCATION OF
UTILITIES ON SITE.
3.COUNTY / CITY GRADING ENGINEER SHALL BE CONTACTED PRIOR TO START OF GRADING TO
SCHEDULE A PRE-GRADING MEETING IF REQ'D.
4.IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO HAVE GRADING, COMPACTION, BACK
FILLING, FOOTING AND UTILITY INSPECTIONS COMPLETED PRIOR TO BEGINNING OF NEXT PHASE OF
CONSTRUCTION.
5.DO NOT SCALE DRAWINGS.
1.SEE GENERAL NOTES DIVISION 2A&B; 3A&B; 4A,B,&C FOR ADDITIONAL INFORMATION
2.REFER TO GENERAL NOTES, DIVISION 3B, NOTE 10, FOR TYPICAL ANCHOR BOLT SPACING
REQUIREMENTS. WHERE SHEAR WALLS OCCUR, REFER TO SHEAR SCHEDULE ON STRUCTURAL
SHEETS FOR REQUIRED ANCHOR BOLT SPACING.
3.CONTRACTOR SHALL CONTACT DESIGNER AND STRUCTURAL ENGINEER 72 HOURS PRIOR TO FOOTING
POUR AND SLAB POUR.
4.CONTRACTOR TO CONTACT STRUCTURAL ENGINEER FOR TRENCH / PAD REVIEW & APPROVAL OF
STEEL & SOIL PRIOR TO CITY INSPECTION & POURING OF ANY CONCRETE ON SITE. (AS APPLICABLE)
5.DISCREPANCIES AND/OR CONFLICTS WITH THE FOUNDATION SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE DESIGNER IN WRITING.
6.REFER TO THE SITE PLAN FOR ADDITIONAL CONCRETE WORK, AT SIDEWALKS, STEPS, BLOCK WALLS,
PLANTERS, ETC.
7.PROVIDE 4" CONCRETE PAD UNDER AC CONDENSERS PER MFG. RECOMMENDATIONS.
8.CONCRETE SLABS SHALL BE 4" NOMINAL THICKNESS WITH #3 BARS AT 18" O.C. AT MIDPOINT O/ 2"
SAND FILL O/ 6 MIL. VISQUEEN O/2" SAND FILL, U.N.O. - SEE STRUCTURAL ENGINEERING PLANS.
9.SPACE CONTROL JOINTS (IN FEET) NO MORE THAN 2-3 TIMES THE SLAB THICKNESS (IN INCHES). A 4"
SLAB SHOULD HAVE JOINTS 8-12 FEET APART. CUT CONTROL JOINTS 25% OF THE DEPTH OF THE
SLAB. A 4" THICK SLAB SHOULD HAVE JOINTS 1" DEEP. PLACE JOINTS UNDER WALLS AND AT
CORNERS OF SLABS TO ADJACENT EDGE WHEREVER POSSIBLE.
10.ALL HARDWARE SHALL BE "SIMPSON STRONG TIE" OR ENGINEER APPROVED EQUAL.
11.DO NOT SCALE DRAWINGS.
1.ALL FRAMING IS EXISTING TO REMAIN, WITH THE EXCEPTION OF PARTITION WALLS TO CREATE SPACE
FOR THE WASHER AND DRYER.
ABBREVIATIONS
HB HOSE BIBB
FG FIELD GAS SUPPLY OUTLET
TB TOWEL BAR
TH TOWEL HOOK
SHR SHAMPOO RECESS
SR SOAP RECESS
CAB BUILT-IN CABINETRY
HD HOOD
DW DISHWASHER
LAV LAVATORY / SINK
WC WATER CLOSET/ TOILET
TC TRASH COMPACTOR
DS DISH SINK
GD GARBAGE DISPOSER
VS VEGETABLE SINK
MC MEDICINE CABINET (TYPICAL)
TPM TOILET PAPER / MAGAZINE RACK
MW MICROWAVE
MIR MIRROR
TUB SOAKING TUB
WH WATER HEATER
FD FLOOR DRAIN
GB GREY BOX
GDO GARAGE DOOR OPENER
BCR BELOW COUNTER REFRIGERATOR
BS BAR SINK
ST "SOLA-TUBE" SKYLIGHT
SS SERVICE SINK
DV DRYER VENT
MCM MEDICINE CABINET BEHIND MIRROR
RO REVERSE OSMOSIS
RS RAIN SHOWER
S&P SHELF AND POLE IN CLOSET
TWH TANKLESS WATER HEATER
CT COOKTOP
DO/M DOUBLE OVEN W/ MICRO COMBO
DDV DOWN DRAFT VENT
DO DOUBLE OVEN
HW HAND WAND
RNG RANGE
LS LAZY SUSAN
SC SHOWER CONTROLS
AFF ABOVE FINISH FLOOR
T/R TRASH / RECYCLE CAB
DESIGN DATA
CONSULTANTS
CONTRACTOR:
SITE PLAN SCALE: 1/8"=1'
SCALE: N.T.S.
COVER
TBD
PRE CONSTRUCTION MEETING TO BE SCHEDULED WITH INSPECTION PRIOR
TO ANY WORK BEING DONE
CONSTRUCTION DETAILSD2
CONSTRUCTION DETAILSD3
STARBOARD REALTY
-BUILDING SF:(EX. UNITS COMBINED) 3009 S.F. USABLE
CALGREEN CG1
SPECD1
MINI SPLIT CONDENSERS SHALL NOT BE
HUNG FROM SECOND STORY WALL
2022 ARCADIA MUNICIPAL CODE
TITLE 24T24-1
MANDATORY MEASURESMM-1
1V49LLC
SHEET
DRAWN BY
CHECKED BY
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
CAL GREEN
MANDATORY
MEASURES
CG1
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
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
jobsites 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 pounds
per square foot 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).
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 code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
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 are identified for the
depositing, storage and collection of non-hazardous 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.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
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 sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced 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.
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 1.8
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 1.8 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.
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 0.2 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.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 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.
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 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
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
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
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.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
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 or 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:
1. 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:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
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
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
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".
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.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
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
individual sections 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.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate 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 a minimum of 40 amperes.
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.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate 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 a minimum of 40 amperes.
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.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging 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 charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed 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 charging spaces, but not less than one, shall also 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.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.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 location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
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.
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.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
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
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
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.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
CAL GREEN
MANDATORY
MEASURES
CG2
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 indicating they are certified to meet the emission limits. 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.
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 interest 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.
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.
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
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS 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.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS 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 4.504.5 - 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).
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 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.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of 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 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
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 meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
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.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
GN-1
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
A. Submittal Procedures: It shall be the Builder, Contractor, and Sub-Contractor's responsibility to coordinate
d. Warranty requirements.
operations. Transmit (7) days prior to commencement of construction operations to avoid delay.
c. Name and address of the DESIGNER.
f. Name and address of the supplier.
e. Name and address of the subcontractor.
submittal preparation with construction, fabrication, and other submittals, and activities that require
1. Coordinate submittals for related operations to avoid delay because of the need to review
sequential submittals concurrently for coordination. The DESIGNER reserves the right to withhold
action on a submittal requiring coordination until related submittals are received.
2. Submittal Preparation: Place a permanent label on each submittal for identification. Provide a
label or beside title the block to record review and approval markings and action taken.
Include the following information on the label for processing and recording action taken.
3. Submittal Transmittal: Package each submittal appropriately. Transmit with a transmittal form.
4. Review by the DESIGNER is for the limited purpose of assessing the submittal's general conformance
with the design concept of the project and general compliance with the plans and specifications.
j. Statement of compliance with manufacturer requirements.
i. Drawing number and detail references, as appropriate.
h. Number and title of appropriate Specification Section.
d. Name and address of the Client.
g. Name of the manufacturer.
b. Date.
a. Project name.
2. The builder shall record significant discussions and agreements and disagreements, and the
approved schedule. Promptly distribute the record of the meeting to everyone concerned,
3. Do not proceed with the installation if the conference cannot be successfully concluded.
Initiate actions necessary to resolve problems and reconvene the conference.
1.3 EXECUTION (Not Applicable)
SECTION 01300 - SUBMITTALS
1.1 GENERAL
e. Inspecting and testing requirements.
including the DESIGNER and Consultants.
3. Progress meetings
It shall be the responsibility of the Builder to schedule and cooperate said meetings to include, but
C. Agenda: Discuss items that could affect progress, including the following:
3. Submittal of Shop Drawings, Product Data, and Samples.
D. Preinstallation Conferences: It shall be the Builder, Contractor and Sub-Contractor's responsibility to
conduct a conference before each activity that requires coordination with other operations.
E. Attendees: The Installer and representatives of manufacturers and fabricators involved in or
1. Review the progress of other operations and preparations for the activity under consideration at
each preinstallation conference, including requirements for the following:
a. Compatibility problems and acceptability of substrates.
not be limited to, Builders representatives. Sub-contractors, DESIGNER and Sub-consultants, Installers
4. Use of the premises.
affected by the installation shall attend.
b. Time schedules and deliveries.
c. Manufacturer's written instructions.
B. Project meetings:
1. Tentative construction schedule.
2. Critical work sequencing.
and any of the concerned parties.
lubricate operable components to assure operability without damaging effects.
D. Limiting Exposures: Supervise construction to assure that no part is subject to harmful, dangerous, or
damaging exposure. Such exposures include, but are not limited to, the following:
A. This Section specifies administrative and procedural requirements for project meetings, including:
C. Clean and maintain completed construction as necessary through the construction period. Adjust and
8. Combustion.
9. Ultraviolet rays.
SECTION 01200 - PROJECT MEETINGS
1. Pre-construction meetings.
2. Pre-installation meetings.
1.1 GENERAL
4. Water or ice.
1. Excessive static or dynamic loading.
2. Excessive internal or external pressures.
3. Excessively high or low temperatures.
5. Solvents and chemicals.
7. Soiling, staining, and corrosion.
6. Abrasion.
B. Where necessary, it shall be the Builders responsibility to prepare a memoranda for distribution to each
reports, and attendance at meetings.
C. Administrative Procedures: It shall be the Builders responsibility to coordinate scheduling and timing of
required procedures with other activities to avoid conflicts and assure orderly progress. Such activities
include, but are not limited to, the following:
D. Conservation: It shall be the Builders responsibility to coordinate construction to assure that operations
are carried out with consideration for conservation of energy, water, and materials.
A. Inspection of Conditions: Require Installers of any components to inspect substrate and conditions under
which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected.
B. Clean and protect construction in progress and adjoining materials, during handling and installation.
Apply protective covering to assure protection from damage.
party involved, outlining procedures required for coordination. Include such items as required notices,
1.3 PRODUCTS (Not Applicable)
1.4 EXECUTION
3. Progress meetings.
1. Preparation of schedules.
2. Delivery and processing of submittals.
4. Project close-out activities.
A. It shall be the Builder, Contractor's, and Sub-Contractor responsibility to coordinate construction to
installation, connection, and operation.
1. Schedule operations in the sequence required to obtain the best results where installation
of one part depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to assure maximum accessibility for maintenance,
3. Make provisions to accommodate items scheduled for later installation.
requirements of the plans and specifications, applicable building codes and ordinances manufacturer
requirements and industry standards. Coordinate operations that depend on each other for proper
assure efficient and orderly installation of each part of the Work in a manner consistent with the
1.2 COORDINATION
service, and repair.
b. Generic description of the Sample.
c. Product Data, including Drawings and descriptions of products and installation procedures.
and specifications, California Residential Code requirements, manufacturer recommendations and
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns regarding
the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
6. The specified product cannot receive approval by a governing authority, and the substitution can
B. Refer to Structural Engineers drawings and calculations for all product requirements and specifications.
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
be approved.
1.3 EXECUTION (Not Applicable)
SECTION 03300 - CAST-IN-PLACE CONCRETE
e. A statement indicating the effect on the Sub-contractor's Construction Schedule compared to
the schedule without approval of the substitution. Indicate the effect of the substitution on
f. Certification that the substitution conforms to the Construction Documents and is appropriate
g. The Sub-contractor's waiver of rights to additional payment or time that may become
necessary because of the failure of the substitution to perform adequately.
will return to the Builder the requests without action except to record noncompliance with these
1. Extensive revisions to the Construction Documents are not required.
2. Changes are in keeping with the intent of the Construction Documents.
3. The specified product cannot be provided within the Builder schedule. The DESIGNER will not
consider the request if the specified product cannot be provided as a result of failure to pursue
5. The substitution offers the Builder a substantial advantage, in cost, time, or other considerations,
after deducting compensation to the consultants for redesign and increased cost of other construction.
for substitution when one or more of the following conditions are satisfied. Otherwise, the DESIGNER
A. Conditions: The DESIGNER will receive all substitution directly from the Builder, and consider a request
the Work promptly.
4. The request is related to an "or-equal" clause.
requirements.
Contract Time.
for the applications indicated.
d. Samples, where applicable or requested.
1.2 PRODUCTS
3. Specified options included in the Construction Documents.
necessary to accommodate the substitution.
proposed after award of the Contract are considered requests for substitutions. The following are
not requests for substitutions:
1. Substitutions requested during the bidding period and accepted by Addendum prior to award of
2. Revisions to the Construction Documents requested by the Builder.
4. Sub-Contractor's compliance with regulations issued by governing authorities.
1. Submit 3 copies of each request for substitution to the Builder.
2. Identify the product or method to be replaced in each request. Include related Specification
3. Provide documentation showing compliance with the requirements for substitutions and the
a. Coordination information, including a list of changes needed to other Work that will be
b. A comparison of the substitution with the Work specified, including performance, weight, size,
A. Substitutions: Changes in products, materials, equipment, required by the Construction Documents
following information:
Section and Drawing numbers.
durability, and visual effect.
B. Substitution Request Submittal:
the Contract.
SECTION 01631 - SUBSTITUTIONS
of the Specifications.
d. Product name or name of the manufacturer.
certifications, manufacturer's instructions, and manufacturer's field reports required under other Sections
1. Certifications: Where certification that a product or installation complies with specified requirements
is required, submit a notarized certification from the manufacturer certifying compliance.
required, the DESIGNER will review each submittal, mark to indicate action taken, and return.
Compliance with specified characteristics is the Client's responsibility.
1. Action Stamp: The DESIGNER will stamp each submittal with an action stamp. The DESIGNER will
mark the stamp appropriately to indicate the action taken.
E. Quality Assurance Submittals: Submit to the builder quality control submittals, including design data,
F. DESIGNER's Action: Except for submittals for the record or information, where action and return are
1.2 PRODUCTS (Not Applicable)
1.3 EXECUTION (Not Applicable)
c. Sample source.
e. Compliance with recognized standards.
f. Availability and delivery time.
A. Install cast stone units to comply with written manufacturer's instructions.
B. Rake out joints for pointing with mortar to depths of not less than 3/4 inch. Rake joints to uniform
depths with square bottoms and clean sides. Scrub faces of units to remove excess mortar as joints
C. Point mortar joints by placing and compacting mortar in layers not greater than 3/8 inch. Compact
each layer thoroughly and allow to become thumbprint hard before applying next layer.
1. Tool exposed joints slightly concave when thumbprint hard.
D. Remove and replace stained and otherwise damaged units and units not matching approved Samples.
Cast stone may be repaired if methods and results are approved by DESIGNER.
1. Replace units in a manner that results in cast stone matching approved Samples, complying with
other requirements, and showing no evidence of replacement.
joints. After mortar is thoroughly set and cured, clean exposed cast stone as follows:
1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.
3. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing
4. Clean cast stone with proprietary acidic cleaner applied according to manufacturer's written
E. Cleaning: Clean cast stone as work progresses. Remove mortar fins and smears before tooling
2. Protect adjacent surfaces from contact with cleaner.
thoroughly with clear water.
instructions.
are raked.
b. Compliance with trade association standards.
d. Application of testing agency labels and seals.
a. Specification Section number and reference.
several products, mark copies to indicate applicable information.
c. Compliance with recognized testing agency standards.
e. Notation of dimensions verified by field measurement.
2. Submittals: The number of submittal copies will be determined by the DESIGNER at the
a. Unless noncompliance with Construction Documents is observed, the submittal serves as the
3. Distribution: It shall be the Builders responsibility to furnish copies to installers, subcontractors,
suppliers, and others required for performance of construction activities. Show distribution on
transmittal forms. Do not proceed with installation until a copy of Product Data is in the
a. Do not use unmarked Product Data for construction.
specified and identical with the material proposed. Mount Samples to facilitate review of qualities.
Mark each copy to show applicable choices and options. Where Product Data includes information on
D. Samples: Sub-contractor shall submit to the builder full-size Samples cured and finished as
C. Product Data: Collect Product Data into a single submittal for each element of construction.
final submittal.
1. Include the following:
Installer's possession.
1. Include the following information:
a. Manufacturer's written instructions.
f. Notation of coordination requirements.
pre-construction conference.
the Construction Documents. Do not reproduce Construction Documents or copy standard information.
2. Identification of products and materials included by sheet and detail number.
5. Notation of dimensions established by field measurement.
6. Review by the DESIGNER is for the limited purpose of assessing the submittal's general
conformance with the design concept of the project and general compliance with the plans and
specifications. Do no use shop drawings without an appropriate final stamp indicating action taken.
B. Shop Drawings: Submit newly prepared information drawn to scale. Promptly indicate deviations from
Include the following information:
3. Compliance with standards.
4. Notation of coordination requirements.
1. Dimensions.
1. Samples: For each color and texture of cast stone required.
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
B. Cast Stone Units: Provide units complying with ASTM C 1364.
1. Provide units that are resistant to freezing and thawing as determined by laboratory testing
according to ASTM C 666, Procedure A, as modified by ASTM C 1364.
2. Slope exposed horizontal surfaces at least 1:12, unless otherwise indicated.
3. Provide raised fillets at backs of sills and at ends indicated to be built into jambs.
4. Provide drips on projecting elements, unless otherwise indicated.
5. Cure units in totally enclosed curing room under dense fog and water spray at 95 percent
6. Yard cure units until the sum of the mean daily temperatures for each day equals or exceeds
7. Acid etch units to remove cement film from surfaces indicated to be finished.
D. Proprietary Acidic Cleaner: Manufacturer's standard-strength, general-purpose cleaner; expressly
approved for intended use by cast stone manufacturer and expressly approved by cleaner
manufacturer for use on cast stone and adjacent masonry materials.
E. Mortar Mixes: Comply with requirements in Division 4 Section "Unit Masonry."
relative humidity for 24 hours.
8. Colors and Textures: As selected by DESIGNER.
C. Anchors and Dowels: Hot-dip galvanized steel.
350 deg F.
2. Colored Mortar Samples: For each color required.
1. <Insert names of acceptable manufacturers.>
1.2 PRODUCTS
and specifications, California Residential Code requirements, manufacturer recommendations and
industry standards applicable to their work and that their work will be performed to the highest applicable
standards. Builder, Contractor and Subcontractor's further warrant that any concerns regarding the
requirement of the plans and specifications, and any inconsistency of conflicts with Code, manufacturer
or industry standards have been resolved prior to the fabrication of the work.
B. Submittals: In addition to Product Data, submit the following:
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
SECTION 04720 - CAST STONE
C. Governing Codes: All work shall comply with all applicable sections of the following code:
1.2 PRODUCTS (Not Applicable)
2. Administrative and supervisory personnel.
construction operations including, but not necessarily limited to, the following:
A. This Section includes the Builder, Contractor's, and Sub-Contractor requirements for coordinating
SECTION 01040 - COORDINATION
1.1 GENERAL
3. Cleaning and protection.
1. Coordination drawings.
END OF SECTION
1.3 EXECUTION (Not Applicable)
1.2 PRODUCTS (Not Applicable)
SECTION 01035 - MODIFICATION PROCEDURES
the Construction Documents, Specifications or Schedule.
1. Describe the proposed change. Indicate reasons for the change and the effect of the change on
Contractor may submit a request for a change to the Client and DESIGNER for approval.
C. Sub-Contractor-Initiated Proposals: When unforeseen conditions require modifications, the Sub-
include supplemental or revised Drawings and Specifications.
the Work that require adjustment to the Construction Documents or Specifications. The description may
B. Client-Initiated Change Orders: The DESIGNER will issue a written description of proposed changes in
A. Changes in the Work: The DESIGNER will issue instructions authorizing changes in the Work on the
DESIGNER's format.
1.2 COORDINATION
1.1 GENERAL
END OF SECTION
1.3 EXECUTION (Not Applicable)
Construction Documents, as dated, were prepared for this ADU ADDITION
B. OWNER: Chamberlain
1. Project Location: 2295 Mira Mar Ave. Long Beach, CA 90804
1.1 GENERAL
No construction shall begin until final FOR CONSTRUCTION sets have been issued by the DESIGNER.
SECTION 01010 - SUMMARY OF WORK
GENERAL NOTES
1. These plans are intended for use by only knowledgeable licensed contractors familiar with all
applicable building codes and other governmental requirements, and able and willing to provide
workmanship and materials of high quality. They shall be interpreted so as to incorporate all
applicable building codes and other governmental requirements. All ambiguities and doubts shall
be resolved, unless the DESIGNER specifies otherwise in writing, in favor of the construction or
material of the highest quality.
2. The Builder shall take full and final responsibility for constructing a final product of appropriate
quality and serviceability consistent with the information and requirements contained in the
Construction Documents or reasonably inferable therefrom, and/or contained in the requirements
of any governmental entity with jurisdiction over the Project; and in this regard the Builder shall
take full responsibility for all construction means, methods, techniques, sequences or procedures
including without limitation demolition, excavation and erection procedures; for safety precautions
and programs in connection with the Project; and for the timeliness or quality of all of the work
performed pursuant to this agreement. In this regard, the Builder shall indemnify to the fullest
extent allowed by law the Project's design team, and their respective officers, directors, principals
and employees, of and from any and all claims, liability and/or losses which are caused or
contributed to by the failure of the Builder to honor these obligations, including even liability
claims and/or losses involving any indemnities actual or alleged active negligence or design
defects, and excluding only any indemnities sole negligence or willful misconduct.
3. Any subcontractor which agrees to construct the project pursuant to these plans fully assumes
the risk of all errors and omissions which should have been detected by a careful review by a
knowledgeable licensed contractor, that which for any reason were not resolved during the bidding
or negotiation process. Further, the Builder shall carefully review these plans as the work
progresses in order to identify any significant errors and omissions and to ascertain all necessary
information before proceeding with the affected work, and assumes the risk of any and all loss,
including delay, which may be caused or contributed to by the failure to ascertain correct or
necessary information in a timely manner.
4. The Builder shall verify all conditions and dimensions in the field; and all questions as to
dimensions and field conditions shall be resolved before the affected work proceeds. No
dimensions shall be obtained by scaling these plans.
5. The general building permit and plan check fee shall be secured and paid for by the Builder.
All of the permits shall be taken out and paid for by the Builder or by such subcontractor as
the Builder may direct.
6. The Builder shall be responsible for providing and maintaining temporary water supply, light/power,
toilet facilities and job site office with telephone and fax machine.
7. The Builder shall furnish all laboratory tests, inspections and reports that are required by these
plans or by law.
8. The Builder shall provide shop drawing submittals for those aspects of the work identified roof
trusses, floor trusses; and each submittal shall contain five copies of the involved documentation.
9. No substitutions shall be submitted to the DESIGNER unless it has first been approved in writing
by the Owner.
10. All trades shall, at all times, keep the premises free from accumulation of waste materials
or rubbish caused by their work, and at the completion of the work shall remove all rubbish
from and about the job site and all their tools, scaffolding and surplus materials, and shall leave
the job broom clean, including removing all labels, stickers, paint smears, etc., from lighting
fixtures, plumbing fixtures, glass surfaces, finish hardware, cabinets, counter tops, etc.
END OF SECTION
END OF SECTION
END OF SECTION
1.1 GENERAL
END OF SECTION
1.1 GENERAL
END OF SECTION
1.1 GENERAL
1.3 EXECUTION
END OF SECTION
9. California Code Of Regulations, Title 24, Part 11
1. 2019 California Residential Code, Part 2.5
3. 2019 California Electrical Code, Part 3
4. 2019 California Mechanical Code, Part 4
5. 2019 California Plumbing Code, Part 5
6. 2019 California Energy Code, Title 24, Part 6
7. 2019 California Fire Code, Title 24, Part 9
8. 2019 California Green Building Standards Code
3. Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1," for
2. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
1. Hot-dip galvanize items indicated to be galvanized to comply with ASTM A 123 or
ferrous-metal items not indicated to be galvanized.
and Metal Products" for recommendations for applying and designating finishes. Shop prime
L. Finish metal fabrications after assembly. Comply with NAAMM's "Metal Finishes Manual for Architectural
coordinate assembly and installation with other work.
Miter corners and use concealed splices where possible. Provide cutouts, fittings, and anchorages;
J. Miscellaneous Steel Trim: Fabricate units with continuously welded joints and smooth exposed edges.
of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items.
structural-steel framework as necessary to complete the Work. Fabricate from structural steel
I. Miscellaneous Framing and Supports: Provide steel framing and supports that are not a part of
3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
2. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide
K. Pipe Bollards: Fabricate from Schedule 40 steel pipe.
1. Weld corners and seams continuously. Use materials and methods that minimize distortion and
H. Fabrication, General: Use connections that maintain structural value of joined pieces. Shear and
G. Nonshrink, Nonmetallic Grout: Factory-packaged, non staining, non corrosive, non gaseous grout
Select fasteners for type, grade, and class required.
fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where built into exterior walls.
F. Fasteners: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc-plated
E. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying
primer complying with performance requirements in FS TT-P-664 and compatible with finish paint
D. Shop Primer for Ferrous Metal: Fast-curing, lead- and chromate-free, universal modified-alkyd
6. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either
with SSPC-Paint 20.
complying with ASTM C 1107.
punch metals cleanly and accurately. Remove burrs.
1. Extrusions: ASTM B 221, alloy 6063-T6.
systems indicated.
C. Aluminum: As follows:
5. Iron Castings: ASTM A 47, Grade 32510 malleable iron or ASTM A 48, Class 30 gray iron.
4. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless otherwise indicated.
3. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500.
A. General: Provide materials with smooth, flat surfaces without blemishes.
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: In addition to Product Data, submit the following:
2. Bolts, Nuts and Screws: ASTM A 307 Grade A.
B. Ferrous Metals: As follows:
1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
1. Shop Drawings
SECTION 05500 - METAL FABRICATIONS
develop strength and corrosion resistance of base metals. Obtain fusion without undercut or
possible. Locate joints where least conspicuous.
overlap. Remove welding flux immediately. Finish exposed welds smooth and blended.
SSPC-SP 3, "Power Tool Cleaning."
ASTM A 153/A 153M as applicable.
shop painting.
weep holes.
shims as needed, hot-dip galvanized per ASTM A 153/A 153M.
ASTM A 47 malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and
1.1 GENERAL
1.2 PRODUCTS
Where not possible to repair, replace finish carpentry. Adjust joinery for uniform appearance.
G. Repair damaged or defective finish carpentry where possible to eliminate functional or visual defects.
manufacturer. Seal joints at inside and outside corners and at trim locations.
nails to penetrate more than one thickness of siding, unless otherwise recommended by siding
F. Siding: Install siding and flashing according to MANUFACTURER'S written instructions. Do not allow
wall for best match of adjacent units where grain character or color variations are noticeable.
E. Paneling: Install according to MANUFACTURER'S written instructions. Select and arrange units on each
from maximum lengths of lumber available. Stagger joints in adjacent and related trim.
D. Standing and Running Trim: Install with minimum number of joints practical, using full-length pieces
cuts as recommended by manufacturer.
where required for alignment. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal
C. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use concealed shims
surface preparation and application in Section 09900 - Painting
B. Prime and backprime lumber for painted finish exposed on the exterior. Comply with requirements for
E. Fasteners for Exterior Finish Carpentry: Provide nails of stainless steel, hot-dip galvanized steel, or
D. Preservative Treatment: Comply with NWWDA I.S. 4 for exterior finish carpentry to receive water-repellent
C. Hardwood Plywood: Comply with HPVA HP-1, "Interim Voluntary Standard for Hardwood and Decorative
B. Softwood Plywood: Comply with DOC PS 1, "U.S. Product Standard for Construction and Industrial Plywood."
with applicable grading rules of inspection agencies certified by American Lumber Standards Committee
A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," for lumber and
B. Refer to TYPE V DETAILS - (as allowed by City of Long Beach)
Cope at returns and miter at corners.
Install with uniform tight joints between units.
non corroding aluminum.
installation, for a minimum of 24 hours.
Board of Review.
preservative treatment.
1.2 PRODUCTS
SECTION 06200 - FINISH CARPENTRY
D. Anchor bollards in place with concrete footings. Support and brace bollards in position in footing
bearing members have been positioned and plumbed, tighten anchor bolts and pack with nonshrink,
C. Set bearing and leveling plates on cleaned surfaces using wedges, shims, or leveling nuts. After
Do not weld, cut, or abrade galvanized surfaces.
2. Fit exposed connections accurately together. Weld connections, unless otherwise indicated.
1. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true.
in-place construction. Perform cutting, drilling, and fitting required for installing metal fabrications.
B. Installation, General: Provide anchorage devices and fasteners for securing metal fabrications to
A. All welding used in fabrication and installation will conform to the standards of the AWS for its
G. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing
paint with the same material as used for shop painting.
F. Touch up shop paint after erection. Clean field welds, bolted connections, and abraded areas and
E. Fill bollards solidly with concrete, mounding top surface.
excavations until concrete has been placed and cured.
SECTION 06100 - ROUGH CARPENTRY
to comply with ASTM A 780.
nonmetallic grout.
masonry, or similar construction.
intended use.
1.3 EXECUTION
END OF SECTION
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
END OF SECTION
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
Plywood."
A. Condition finish carpentry to average prevailing humidity conditions in installation areas before
1.3 EXECUTION
END OF SECTION
2. 2019 California Building Code, Parts 2, 8 & 10
A. The project consists of new additional livable area ADU (1) (EXISTING) single family dwelling with an existing (2) car
garage. Scope of work to include adding (1) ADU to garage existing (2) car garage
GENERAL
NOTES
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
performance requirements and specifies minimum design pressures.
G. Shop seal faces and edges of doors for transparent finish with stain (if required), other required
F. Shop prime exposed portions of doors for paint finish with one coat of wood primer specified in
D. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of
C. Glazing shall be per CRC Section R308.
1. Steel Doors: < INSERT MANUFACTURER'S NAME AND MODEL NUMBER >
methods; profiles and dimensions of individual components; data on hardware, accessories, and
size of window unit complies with performance requirements indicated. Test results based on
2. Test reports from a qualified independent testing agency indicating that each type, grade, and
finishes. Include recommendations for maintaining and cleaning exterior surfaces.
B. Emergency escape and rescue openings shall be per CRC Section R310.
use of down-sized test units will not be accepted.
manufacturer's standard window assemblies representing types, grades, classes, and sizes required for
thermal movement, wind loading, and impact loading without failure, as demonstrated by testing
C. Performance Requirements: Provide windows engineered, fabricated, and installed to withstand normal
1. Product Data for each type of window required, including construction details and fabrication
for water penetration, and ASTM E 330 for structural performance.
3. Test Procedures: Test window units according to ASTM E 283 for air infiltration, ASTM E 547
2. Size and location of window units are indicated on or can be determined from drawing.
E. Test Criteria: Testing shall be performed by a qualified independent testing agency based on the
AAMA 101, Section 3, "Optional Performance Classes."
Where required design pressure exceeds the minimum for the specified window grade, comply with
penetration, and structural performance for type, grade, and performance class of windows required.
D. Testing shall demonstrate compliance with requirements indicated in AAMA 101 for air infiltration, water
1. Design wind velocity at Project site.
F. Submittals: Submit the following to the Builder:
Project according to test methods indicated. Retain paragraph below. AAMA 101 establishes
following criteria:
1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.
B. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.
4. Garage Door to residence: 1 3/8" solid core with self-closing & self-latching devices. CRC R302.5.1
3. Exterior French Doors: 1 3/4" thick as selected by the Builder.
1. Exterior Doors: solid core as selected by the Builder.
2. Interior Doors: hollow core as selected by the Builder.
pretreatments, and first coat of finish as specified in Division 9 Section "Painting."
referenced quality standard for fitting. Comply with requirements of NFPA 80 for fire-rated doors.
E. Factory machine doors for hardware that is not surface applied.
in swing doors shall meet the requirements for safety glazing set forth in CRC R308.
C. Glazing in all ingress and egress doors, fixed and sliding panels of sliding door assemblies and panels
requirements for safety glazing as set forth in identified as "hazardous locations" CRC R308.4.
5. Wardrobe Doors: As selected by the Builder. Glazing in wardrobe doors shall meet the
Division 9 Section "Painting."
B. Products
B. Prime Finish: Manufacturer's standard, factory-applied coat of rust-inhibiting primer complying with
and frames.
2. Protection Removal: Immediately before final inspection, remove protective wrappings from doors
1. Prime-Coat Touchup: Sand smooth rusted or damaged areas of prime coat and apply touchup
ANSI A250.10 for acceptance criteria.
of compatible air-drying primer.
B. Adjusting and Cleaning:
D. Glazing in hazardous locations shall be per CRC Section R308.4.
A. Manufacturers: Subject to compliance with requirements, provide products by the following:
A. Install doors according to manufacturer's written instructions.
1.3 EXECUTION
END OF SECTION
B. Submittals: (Not applicable)
SECTION 08212 - WOOD DOORS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
1.3 EXECUTION
A. Install wood doors to comply with manufacturer's written instructions, referenced quality standard.
END OF SECTION
B. This Section includes Residential Grade aluminum windows of the performance class indicated.
SECTION 08520 - ALUMINUM WINDOWS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
the time of Substantial Completion.
3. Window units not meeting specified requirements and units having similar deficiencies shall
2. Water-Resistance Tests: Conduct according to requirements of ASTM E 1105. No water
shall not exceed 1.5 times the amount indicated.
1. Air-Infiltration Tests: Conduct according to requirements of ASTM E 783. Allowable infiltration
Testing shall be performed by a qualified independent testing agency.
C. Field Quality Control: Conduct on-site tests with window manufacturer's representative present.
1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action.
sash. Anchor securely in place.
and other components. Set windows plumb, level, and true to line, without warp or rack of frames or
G. Protect installed aluminum windows to ensure that they are without damage or deterioration at
F. Clean glass of preglazed units promptly after installing windows.
and sealant compounds, dirt, and other substances. Lubricate hardware and other moving parts.
E. Clean aluminum promptly after installing windows. Avoid damage to finishes. Remove excess glazing
D. Adjust operating sash and hardware to provide tight fit at contact points and weatherstripping for
smooth operation and a weathertight closure.
be corrected.
leakage is permitted.
E. Finishes: Manufacturer applied baked white enamel finish.
hardware to accommodate screens in a tight-fitting removable arrangement with a minimum of
exposed fasteners and latches.
B. Installation: Comply with manufacturer's recommendations for installing window units, hardware, operators,
on inside or outside of window sash or ventilator, depending on window type. Design windows and
F. Insect Screens: Provide insect screens for each operable exterior sash or ventilator. Locate screens
1.3 EXECUTION
A. Inspection: Inspect openings before installation. Verify that rough opening is correct and sill plate is level.
END OF SECTION
F. Insect Screens: Provide insect screens for each operable exterior sash or ventilator. Locate screens
hardware to accommodate screens in a tight-fitting removable arrangement with a minimum of exposed
fasteners and latches.
on inside or outside of window sash or ventilator, depending on window type. Design windows and
E. Finishes: Manufacturer finish color to be white.
G. Manufacturer: Company specializing in manufacturing extruded tubular vinyl windows with welded corners
and a minimum five years documented experience.
1. ASTM E 283-91 Test method for infiltration rate of air leakage through exterior windows, curtain
walls, and doors under specified pressure differences across the specimen.
2. ASTM E 330-90 Test method for structural performance of exterior windows, and doors by
3. ASTM E 547-93 Test method for water penetration of exterior windows, curtain walls, and doors
E. Comply with manufacturer's instructions for protection of units from damage.
F. Deliver in manufacturer's protective packaging.
D. Windows to meet performance standards for:
uniform static air pressure difference.
by cyclic static air pressure differential.
1. Shop fabricated tubular extruded PVC (Poly Vinyl Chloride) fixed sash and operating units.
Manufacturer's Association).
2. Glass and glazing, operating hardware and other accessories.
D. Glazing in hazardous locations shall be per CRC Section R308.4.
B. Emergency escape and rescue openings shall be per CRC Section R310.
C. Glazing shall be per CRC Section R308.
SECTION 08620 - POLY VINYL CHLORIDE (PVC) ARCHITECTURAL WINDOWS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. This Section Includes:
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products as selected by the Builder.
3. Apply single layer of insulation to produce thickness indicated, unless multiple layers are
tightly around obstructions and fill voids with insulation. Remove projections that interfere
2. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit
1. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time
1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard
A. General: Provide insulating materials that comply with requirements by the Model Energy Consultant's
authorities having jurisdiction. Identify materials with appropriate markings of applicable testing
ASTM E 119, or ASTM E 136 by UL or another testing and inspecting agency acceptable to
response characteristics indicated as determined by testing identical products per ASTM E 84,
C. Fire Test Response Characteristics: Provide insulation and related materials with the fire test
otherwise shown or required to make up total thickness.
with placement.
and inspecting agency.
B. Provide R-values as indicated in the Model Energy Consultant's calculations.
to ice and snow.
and application indicated.
thicknesses, widths, and lengths.
calculations and with referenced standards.
SECTION 07210 - BUILDING INSULATION
B. Clean substrates of projections and substances detrimental to application. Cover knotholes or
by ARMA's "Residential Asphalt Roofing Manual" or "The NRCA Steep Roofing Manual."
D. Installation: Comply with manufacturer's written instructions but not less than those recommended
B. Colors, Blends, and Patterns: Where manufacturer's standard products are indicated, provide
will permit Work to be installed in compliance with manufacturer's recommendations and when
1. Weather Conditions: Proceed with Work only when existing and forecasted weather conditions
H. Replace damaged materials installed under this Section with new materials that meet specified requirements.
manufacturer. Cut and fit shingles at valleys, ridges, and edges to provide maximum weather
the desired weather exposure pattern with number of fasteners per shingle as recommended by
G. Shingles: Install shingles, beginning at roof's lower edge, with a starter strip. Fasten shingles in
Roofing" section of "The NRCA Steep Roofing Manual" and ARMA's "Residential Asphalt Roofing Manual."
F. Flashing: Install metal flashing and trim according to details and recommendations of the "Asphalt
have been installed and are securely fastened against movement.
E. Valleys: Comply with ARMA and NRCA recommendations.
protection. Provide same weather exposure at ridges as specified for roof.
substrate is completely dry.
conditions affecting performance of Work of this Section. Do not proceed with installation until
unsatisfactory conditions have been corrected.
other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails.
C. Coordinate installation with flashing, gutters, and other adjoining Work to ensure proper sequencing.
Do not install roofing materials until all vent stacks and other penetrations through roof sheathing
roofing tiles that match the color schedule.
D. Project Conditions
1. Product data for each type of product specified, including details of construction relative to
2. Samples for verification purposes in form of two full-size units of each type of roof tile required.
products identical to those that have passed tests according to ASTM D 3161 or UL 997.
2. Wind-Resistance-Test Characteristics: Where wind-resistant shingles are indicated, provide
or UL 790 and listed by UL or another testing and inspecting agency acceptable to
1. Fire-Test-Response Classification: Provide shingles classified according to ASTM E 108
C. Quality Assurance: Identify each bundle of shingles with appropriate markings of applicable testing
materials, dimensions of individual components, profiles, textures, and colors.
and inspecting agency.
authorities having jurisdiction.
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: (Not Applicable)
1.2 PRODUCTS
1.3 EXECUTION
A. Installation, General: Comply with insulation manufacturer's written instructions applicable to products
END OF SECTION
SECTION 07311 - COMPOSITION SHINGLES
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals as follows:
1.2 PRODUCTS
A. Provide composition shingles manufactured by <SELECT MANUFACTURER AND NER. REPORT NO.>:
1.3 EXECUTION
A. Examine substrate for compliance with requirements for substrates, installation tolerances, and other
END OF SECTION
D. Clean exposed metal and plastic surfaces according to manufacturer's instructions. Touch up damaged
C. Cap Flashing: Where cap flashing is required as a component of the skylight, install to provide an
B. Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with
capable of interfering with their adhesion are removed from joint substrates.
3. Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants
2. Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are
c. When joint substrates are wet due to rain, frost, condensation, or other causes.
b. When ambient and substrate temperature conditions are outside the limits permitted by
a. When ambient and substrate temperature conditions are outside the limits permitted by
1. Environmental Conditions: Do not proceed with installation of joint sealers under the following
deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.
2. Store and handle materials in compliance with manufacturer's written instructions to prevent their
about manufacturer, product name and designation, color, expiration period for use, pot life,
1. Deliver materials to Project site in original unopened containers or bundles with labels informing
metal coatings. Clean and polish plastic skylight units, inside and out, not more than 5 days prior to
of mastic sealant, unless overlap is indicated to be left open for ventilation.
adequate waterproof overlap with roofing or roof flashing (as counterflashing). Seal with a thick bead
5; non staining, nonbleeding, nonsagging, color as selected;
nonbleeding, color as selected; THC-900 manufactured by Tremco, or equal.
particles when mixed; Shore A hardness of minimum 25 and maximum 35; non staining,
range of 40 to 80 degrees F; uniform, homogeneous, and free from lumps, skins, and coarse
movement of up to 25 percent of joint width and satisfactorily applied throughout a temperature
application in horizontal joints; capable of being continuously immersed in water, withstand
2. Type II sealant: Polyurethane base, multi-component, chemical curing; self-leveling type for
applied throughout a temperature range of 40 to 80 degrees F; shore A hardness of maximum
immersed in water, withstand movement of up to 7.5 percent of joint width and satisfactorily
1. Type I sealant: Acrylic base, single component, solvent curing; capable of being continuously
one another and with joint substrates under conditions of service and application, as demonstrated by
13. Equipment Support Flashing:
I. Equipment Support Flashing: Coordinate installation with roofing and equipment installation. Weld or
H. Counterflashings: Coordinate installation with installation of assemblies to be protected by counterflashing.
G. Separations: Separate non compatible metals or corrosive substrates with a coating of asphalt mastic
F. Seams: Fabricate non moving seams in aluminum with flat-lock seams. Form seams and seal with
E. Seams: Fabricate non moving seams in sheet metal with flat-lock seams. Tin edges to be seamed,
Install counterflashings in reglets or receivers. Secure in a waterproof manner by means of snap-in
Lap counterflashing joints a minimum of 2 inches and bed with sealant.
installation and sealant, lead wedges and sealant, interlocking folded seam, or blind rivets and sealant.
or other permanent separation as recommended by manufacturer.
D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant
C. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets
B. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement
to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant.
to be soldered to a width of 1-1/2 inches, except where pretinned surface would show in finished Work.
inch deep, filled with mastic sealant (concealed within joints).
weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1
lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently
joints at maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where
A. Installation: Comply with manufacturer's written instructions and SMACNA's "Architectural Sheet Metal
F. Shop Finish: All galvanized metal should be shop primed with 1 coat of zinc dust zinc-oxide primer
1. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention
joints, and seams permanently watertight and weatherproof; conceal fasteners where possible.
Manual" allow for thermal expansion; set true to line and level as indicated. Install Work with laps,
J. Roof-Penetration Flashing: Coordinate installation with roofing and installation of items penetrating roof.
form seams, and solder.
seal flashing to equipment support member.
epoxy seam sealer. Rivet joints for additional strength.
1. Do not solder aluminum.
Data Sheet 1-49 for specified wind zone.
over all surfaces.
15. Color and Gloss: Match DESIGNER's color schedule.
14. Roof-Penetration Flashing:
2. General Electric Co.
1. Dow Corning.
C. Colors: Provide colors of exposed joint sealers to match adjacent surfaces.
Sonolac manufactured by Sonneborn Chemstruction systems, or equal.
D. Sealant Materials
testing and field experience.
3. Tremco.
C. Project Conditions:
incorporated to the project include, but are not limited to:
less than allowed by joint sealer manufacturer for application indicated.
joint sealer manufacturer or below 40 deg F (4.4 deg C).
joint sealer manufacturers written instructions.
conditions:
E. Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet
Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated.
9. Clips, Straps, Anchoring Devices, and Similar Accessories: Compatible with material being installed.
8. Adhesives: Type recommended for waterproof and weather-resistant seaming and adhesive.
7. Epoxy Seam Sealer: 2-part, non corrosive, aluminum seam-cementing compound.
6. Elastomeric Sealant: As specified in Division 7 Section "Joint Sealants."
5. Mastic Sealant: Polyisobutylene; non hardening, non skinning, nondrying, non migrating sealant.
4. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based.
2. Fasteners: Noncorrosive metal. Match finish of exposed heads with material being fastened.
B. Galvanized Steel Sheet: ASTM A 526, G 90, commercial quality, or ASTM A 527, G 90, lockforming
quality, hot-dip galvanized, mill phosphatized where indicated for painting; not less than 0.0396 inch
4. Scuppers:
3. Conductor Heads:
2. Downspouts:
1. Gutters:
5. Exposed Trim, Gravel Stops
12. Eave Flashing:
11. Drip Edges:
10. Valley Flashing:
9. Flashing Receivers:
8. Counterflashing:
7. Base Flashing:
6. Copings:
1. Through-Wall Flashing
7. Changes of surfaces.
3. Roof Flashing
2. Reglets
6. Penetrations through horizontal surfaces.
thick, unless otherwise indicated.
5. Through the wall beam and outlooker projections.
4. Door and Window Flashing
D. Miscellaneous Materials and Accessories as follows:
1. Solder: ASTM B 32, Grade Sn50.
C. Reglets: Profile indicated; 0.0187-inch- thick stainless steel.
3. Asphalt Mastic: SSPC-Paint 12, asbestos free, solvent type.
date of Substantial Completion.
curing time, and mixing instructions for multicomponent materials.
2. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by
a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection
ratings indicated, based on testing according to NFPA 252.
1. Comply with ANSI A 250.8, unless more stringent requirements are indicated.
Gypsum board to dissimilar material.
Horizontal joints in floors and paving.
Gypsum board to gypsum board.
Glass to metal.
Metal to metal.
1. Type I:
2. Type III:
3. Type I:
4. Type I:
5. Type II:
Masonry to masonry.
Masonry to metal.
6. Type III:
7. Type III:
Wood to masonry
9. Type I:
10.Type I:
Wood to wood.
Wood to metal.
8. Type I:
joint configuration, installation tolerances and other conditions affecting joint sealer performance.
sealer, including dust; paints, except for permanent, protective coatings tested and approved for
sealant adhesion and compatibility by sealant manufacturer; oil; grease; waterproofing; water
surfaces,, by brushing, grinding, blast cleaning, mechanical abrading, acid washing or a
combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealers. Remove loose particles remaining from above cleaning
B. Surface cleaning of joints: Clean out joints immediately before installing joint sealers to comply with
1. Remove all foreign material from joint substrates which could interfere with adhesion of joint
2. Clean concrete, masonry, unglazed surfaces of ceramic tile and similar porous joint substrate
surfaces by chemical cleaners or other means which are not harmful to substrates or leave
contacting and fully wetting joint substrates, completely filling recesses provided for each
joint configuration and providing uniform, cross-sectional shapes and depths relative to
4. Clean metal, glass, porcelain enamel,, glazed surfaces of ceramic tile and other non-porous
1. General: Comply with joint sealer manufacturer's printed installation instructions applicable to
a. Installation of Sealants: Install sealants by proven techniques that results in sealants directly
or curing begins, tool sealants to form smooth, uniform beads of configuration indicated,
to eliminate air pockets and to ensure contact and adhesion of sealant with sides of joint.
Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents which
or from damage resulting from construction operations or other causes so that they are without
deterioration or damage at time of substantial completion. If, despite such protection, damage
or deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately
and with cleaning materials approved by manufacturers of joint sealers and of products in which
and reseal joints with new materials to produce joint sealer installations with repaired areas
b. Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning
3. Protect joint sealers during and after curing period from contact with contaminating substances
4. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods
products and applications indicated, except where more stringent requirements apply.
2. Installation of Sealant Backings: Install sealant backing to comply with the following requirements:
discolor sealants or adjacent surfaces or are not approved by sealant manufacturer.
indistinguishable from original work.
joint widths which allow optimum sealant movement capability.
JOINT SEALER SCHEDULE:
joints occur.
recommendations of joint sealer manufacturers and the following requirements:
residues capable or interfering with adhesion of joint sealers.
C. Installation Of Joint Sealers:
repellents; water; surface dirt and frost.
3. Remove laitance and form release agents from concrete.
operations by vacuuming or blowing out joints with oil-free compressed air.
3. Type III Sealant: Polyurethane base, multi-component, chemical curing; non-sagging type for
application in vertical joints; withstand movement of up to 40 percent of joint width and
satisfactorily applied throughout a temperature range of 40 to 80 degrees F; Shore A hardness
of minimum 25 and maximum 35; nonsagging, nonbleeding, color as selected, Dymeric
1. General: Provide sealant backings of material and type which are non-staining; are compatible
with joint substrates, sealants, primers and other joint fillers; and are approved for applications
indicated by sealant manufacturer based on field experience and laboratory testing.
2. Plastic Foam Joint-Fillers: Preformed, compressible, resilient, non-waxing, non-extruding strips
of plastic foam of material indicated below, and of size, shape and density to control sealant
3. Either flexible, open cell polyurethane foam or non-sagging, closed-cell polyethylene foam, unless
4. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant
manufacturer for preventing bond between sealant and joint filler or other materials at back (3rd)
1. Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint sealer-substrate
manufacturer of sealant and sealant backing materials which are not harmful to substrates and
3. Masking Tape: Provide non-staining, non-absorbent type compatible with joint sealants and to
2. Cleaners for Nonporous Surfaces: Provide non-staining, chemical cleaner of type acceptable to
otherwise indicated, subject to approval of sealant manufacturer.
depth and otherwise contribute to producing optimum sealant performance.
surface of joint. Provide self-adhesive tape where applicable.
adjacent nonporous materials.
surfaces adjacent to joints.
F. Miscellaneous Materials:
and field tests.
1.3 - EXECUTION
manufactured by Tremco, or equal.
E. Joint Sealant Backing:
SECTION 07620 - SHEET METAL FLASHING AND TRIM
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
B. Submittals: (Not Applicable)
1.2 PRODUCTS
A. Provide sheet metal flashing and trim for the following:
1.3 EXECUTION
END OF SECTION
END OF SECTION
B. Delivery, Storage, And Handling:
SECTION 07900 - JOINT SEALERS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, manufacturers providing products which may be
A. Require Installer to inspect joints indicated to receive joint sealers for compliance with requirements for
END OF SECTION
B. Quality Assurance:
SECTION 08110 - STEEL DOORS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
nailing on backup strips, splined-connection strips, and similar associated trim and framing
details, attachment devices, and other components.
1. Shop drawings showing location of each item, dimensioned plans and elevations, large scale
D. Submittals: In addition to product data, submit the following:
rough framing associated with stairwork are specified in Section 06100 - "Rough Carpentry."
C. Rough carriages for stairs are a part of interior architectural woodwork. Platform framing and other
hanging strips unless concealed within other construction prior to woodwork installation.
B. Interior architectural woodwork includes wood furring, blocking, shims, base, case, finish moldings, and
SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK
G. Stairwork and Rails: Cut carriages to accurately fit treads and risers and securely anchor to
supporting substrates. Glue treads to risers, and glue and screw treads and risers to carriages.
Glue and wedge treads and risers to housed stringers. Glue and dowel or pin balusters to treads and
railings, and railings to newel posts as required per manufacturer printed installation instructions.
B. Install woodwork to comply with AWI Section 1700 for the same grade specified above for type of
C. Install woodwork to comply with WIC Section 26 for the same grade specified above for type of
1. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with
concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).
2. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged
D. Standing and Running Trim: Install with minimum number of joints, using full-length pieces to the
greatest extent possible. Stagger joints in adjacent and related members. Fill gaps, if any, between
top of base and wall with plastic wood filler and sand smooth.
E. Tops: Anchor securely to base units. Seal space between backsplash and wall.
F. Paneling: Anchor paneling to supporting substrate with concealed panel-hanger clips and by blind
E. AWI Quality Standard: Comply with "Architectural Woodwork Quality Standards" of the Architectural
F. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet-work is
completed, and HVAC system is operating and will maintain temperature and relative humidity at
occupancy levels during the remainder of the construction period.
A. Woodwork fabricators: Subject to compliance with requirements provide Architectural cabinets as selected
woodwork involved.
woodwork involved.
by the Builder.
finish at cuts.
Woodwork Institute.
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
1.3 EXECUTION
A. Preparation: Condition woodwork to average prevailing humidity conditions in installation areas, and
examine and complete work as required, including back priming and removal of packing, before installing.
END OF SECTION
GENERAL
NOTES
GN-3
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
J. Extend carpet into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges,
M. Perform the following operations immediately after installing carpet:
L. Install carpet cushion seams at 90-degree angle with carpet seams.
K. Install pattern parallel to walls and borders.
3. Vacuum carpet using commercial machine with face-beater element.
1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended
2. Remove yarns that protrude from carpet surface.
by carpet manufacturer.
alcoves, and similar openings.
G. Stair Installation: Comply with CRI 104, Section 12, "Carpet on Stairs."
F. Stretch-in Installation: Comply with CRI 104, Section 11, "Stretch-in Installation."
H. Comply with carpet manufacturer's written recommendations for seam locations and direction of
E. Hook-and-Loop Installation: Comply with CRI 104, Section 10.5, "Hook and Loop Technology."
D. Remove coatings, including curing compounds, and other substances that are incompatible with
C. Use trowelable leveling and patching compounds, according to manufacturer's written instructions,
B. Preparation: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and carpet
free of curing compounds, sealers, hardeners, and other materials that may interfere with
adhesives and that contain soap, wax, oil, or silicone, without using solvents.
that may interfere with adhesive bond or show through surface.
carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under
manufacturer's written installation instructions for preparing substrates indicated to receive carpet.
2. For wood subfloors, verify underlayment surface is free of irregularities and substances
moisture tests recommended by carpet manufacturer and carpet cushion manufacturer.
adhesive bond. Determine adhesion and dryness characteristics by performing bond and
the door in closed position.
to fill cracks, holes, and depressions in substrates.
1. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and slabs are dry and
Verify that substrates and conditions are satisfactory for carpet installation and comply with
content, alkalinity range, installation tolerances, and other conditions affecting carpet performance.
the Work will be as selected by the Interior Designer in the Interior Design drawings and specifications.
with adhesive and concrete slabs have pH range recommended by carpet manufacturer.
requirements specified.
I. Cut and fit carpet to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including
cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by
carpet manufacturer.
1. Level adjoining border edges.
B. Do not install carpet over concrete slabs until slabs have cured and are sufficiently dry to bond
SECTION 09680 - CARPET
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, carpets that shall be incorporated into
1.3 EXECUTION
A. Examine substrates, areas, and conditions for compliance with requirements for maximum moisture
END OF SECTION
D. Clean and protect sheet vinyl floor coverings according to manufacturer's written recommendations.
C. Installation: Comply with sheet vinyl floor covering manufacturer's written installation instructions
B. Preparation: Comply with sheet vinyl floor covering manufacturer's written installation instructions
a. Maintain uniformity of sheet vinyl floor covering direction.
1. Lay out sheet vinyl floor coverings to comply with the following requirements:
for preparing substrates indicated to receive sheet vinyl floor coverings.
inspections intended to establish date of Substantial Completion in each area of Project.
Clean floor coverings after installation and not more than 4 days before dates scheduled for
3. Hand roll sheet vinyl floor coverings in both directions from center out to embed floor
2. Heat-Welded Seams: Rout joints and heat weld with welding bead, permanently fusing
c. Match edges of sheet vinyl floor coverings for color shading and pattern at seams.
areas, and not less than 6 inches away from parallel joints in flooring substrates.
b. Arrange for a minimum number of seams and place them in inconspicuous and low-traffic
coverings in adhesive and eliminate trapped air.
sections into a seamless floor covering.
d. Avoid cross seams.
conditions are satisfactory for floor covering installation and comply with requirements specified.
with Installer present, for compliance with manufacturer's requirements. Verify that substrates and
A. Examine substrates, areas, and conditions where installation of sheet vinyl floor coverings will occur,
1.3 EXECUTION
END OF SECTION
and construction identical to those of assemblies whose STC ratings were determined according to
ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.
d. Edges: Tapered.
1. Gypsum Wallboard: ASTM C 36, in thickness indicated.
c. Type: Sag-resistant type for ceiling surfaces.
provide gypsum board assemblies that are identical to assemblies tested for fire resistance according
to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.
butt joints in each area indicated to receive gypsum board application.
a. Type: Regular for vertical surfaces, unless otherwise indicated.
b. Type: Type X where required for fire-resistance-rated assemblies.
e. Proprietary Gypsum Board Products: Subject to compliance with requirements,
provide one of the following products where proprietary gypsum wallboard is indicated:
SHEETROCK Brand Gypsum Panels, FIRECODE C Core; United States Gypsum Co.
2. Exterior Gypsum Soffit Board: ASTM C 931, with manufacturer's standard edges, in
B. Gypsum Board Products: Types indicated in maximum lengths available that will minimize end-to-end
C. Fire-Test-Response Characteristics: Where fire-resistance-rated gypsum board assemblies are indicated,
thickness indicated.
a. Type: Regular, unless otherwise indicated.
a. Type: Regular, unless otherwise indicated.
b. Type: Type X where required for fire-resistance-rated assemblies and where indicated.
3. Water-Resistant Gypsum Backing Board: ASTM C 630, in thickness indicated.
b. Type: Type X where required for fire-resistance-rated assemblies and where indicated.
or zinc-coated (galvanized) steel sheet. Provide cornerite or stripite form as required.
1) Metal lath.
compatible with base coat and finish texture indicated. Provide color to match DESIGNER's sample.
but maintain lateral support.
1. Frame both sides of control joints independently and do not bridge joints with furring and
D. Metal Lath: Install metal lath where plaster base coats are required. Provide appropriate type,
configuration, and weight of metal lath selected from materials indicated that comply with
ML/SFA 920, "Guide Specifications for Metal Lathing and Furring," and with ASTM C 1063.
1. Suspended and furred ceilings using 3.4-lb/sq. yd. minimum weight, diamond-mesh lath.
2. Vertical metal framing and furring using 3.4-lb/sq. yd. minimum weight, diamond-mesh
3. Ceramic-tile setting beds using 3.4-lb/sq. yd. minimum weight, diamond-mesh lath.
4. Exterior sheathed wall surfaces using 3.4-lb/sq. yd. minimum weight, self-furring, diamond
plaster, removing loose material and substances that may impair the Work.
1. Etch concrete and concrete unit masonry surfaces indicated for direct plaster application to
2. Apply bonding agent on concrete and concrete unit masonry surfaces indicated for direct
3. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces;
M. Mixes and Compositions: Comply with ASTM C 926 for base- and finish-coat mixes as applicable.
1. Factory-Prepared Finish Coat: Add water only; comply with finish coat manufacturer's
N. Mixing: Mechanically mix proportioned cementitious and aggregate materials with water to comply with
applicable referenced application standard and with recommendations of plaster manufacturer.
Specifications for Metal Lathing and Furring," and with ASTM C 1063.
B. Install supplementary framing, blocking, and bracing at terminations in work and for support of fixtures,
equipment services, heavy trim, grab bars, handrails, furnishings, and similar work to comply with
details indicated or, if not otherwise indicated, to comply with applicable written instructions of lath
C. Isolation: Where lathing and metal support systems abut building structure horizontally and where
partition or wall abuts overhead structure, sufficiently isolate from structural movement to prevent
transfer of loading from building structure. Install slip- or cushion-type joints to absorb deflections
and furring manufacturer.
to not less than 6 nor more than 10 parts water.
L. Finish Coat: Material and color as selected by the DESIGNER:
2. Factory-Prepared Finish Coat: Factory-packaged blend of portland cement, lime, aggregate, and
1. Job-Mixed Finish Coat: ASTM C 926.
I. Bonding Agent: ASTM C 932.
1. Portland cement, ASTM C 150, Type I.
K. Base-Coat Aggregate: ASTM C 897, sand.
G. Water for Mixing and Finishing Plaster: Potable.
H. Lime: ASTM C 206, Type S; ASTM C 207, Type S.
J. Base-Coat Cements: White or gray, as required.
7. Casing Beads: Square-edged style, fabricated from aluminum coated with clear plastic,
8. Curved Casing Beads: Square-edged style, fabricated from aluminum coated with clear
9. Control Joints: Aluminum coated with clear plastic and adjustable for joint widths from
10. Foundation Sill (Weep) Screed: Fabricated from zinc-coated (galvanized) steel sheet.
D. Asphalt-Saturated Felt: ASTM D 226, Type I (No. 15), nonperforated.
E. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, 1/2 inch long, free of
contaminates, manufactured for use in portland cement plaster.
F. Acid-Etching Solution: Muriatic acid (10 percent solution of commercial hydrochloric acid) mixed 1 part
11. Steel Drill Screws: ASTM C 1002.
4. Surface Conditioning: Immediately before plastering, dampen surfaces indicated for direct
sash. Anchor securely in place.
E. Wash down surfaces with solution of mild detergent in warm water, applied with soft, clean wiping cloths.
Take care to remove dirt from corners. Wipe surfaces clean.
F. Clean glass of pre-glazed units promptly after installing windows.
D. Adjust operating sash and hardware to provide tight fit at contact points and weatherstripping for
C. Field Quality Control: Conduct on-site tests with window manufacturer's representative present.
Testing shall be performed by a qualified independent testing agency.
1. Air-Infiltration Tests: Conduct according to requirements of ASTM E 783. Allowable infiltration
shall not exceed 1.5 times the amount indicated.
3. Window units not meeting specified requirements and units having similar deficiencies shall
2. Water-Resistance Tests: Conduct according to requirements of ASTM E 1105. No water
1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action.
smooth operation and a weather tight closure.
G. Do not use petroleum distillates to clean windows.
leakage is permitted.
be corrected.
B. Installation: Comply with manufacturer's recommendations for installing window units, hardware, operators,
and other components. Set windows plumb, level, and true to line, without warp or rack of frames or
obtain adequate suction and mechanical bond of plaster (where dash coat, bonding agent, or
plaster application; comply with manufacturer's written instructions for application.
plaster application, except where a bonding agent has been applied. Moisten to obtain
coordinate with scratch-coat work.
optimum suction for plastering.
lath and cold-rolled channel stud framing.
additive is not used).
mesh lath.
lath or accessories.
H. Finish Coats: As follows:
2. Trowel-Textured Finish: Finish coat with hand-troweled-textured finish to match DESIGNER's sample.
1. Float Finish: Apply finish coat to a minimum thickness of 1/8 inch to completely cover base
from damage or deterioration until Substantial Completion.
completed, remove unused materials, containers, equipment, and plaster debris. Protect plaster work
K. Cleaning and Protecting: Remove plaster from other surfaces not to be plastered. When plastering is
replace work as necessary to comply with required visual effects.
buckles, check cracking, dry outs, efflorescence, excessive pinholes, and similar defects. Repair or
items that are built into or penetrate plaster surfaces. Repair or replace work to eliminate blisters,
J. Cutting and Patching: Repair cracks and indented surfaces. Point-up finish plaster surfaces around
time between coats and curing in "Annex A2 Design Considerations."
I. Moist-cure plaster base and finish coats to comply with ASTM C 926, including written instructions for
coat, uniformly floated to a true even plane with fine-textured finish matching DESIGNER's sample.
2) Monolithic concrete.
b. Two Coats: Over the following bases:
1) Concrete unit masonry.
b. Cement Color: Pigmented, factory-packaged standard product consisting of white or gray
cement combined with colorfast mineral pigments to match DESIGNER's sample.
c. Finish-Coat Aggregate: ASTM C 897, manufactured or natural sand, in color matching
DESIGNER's sample.
written instructions.
a. Portland cement, ASTM C 150, Type I.
with short or expanded flanges to suit kinds of plaster bases indicated.
plastic, preformed into curve of radius indicated.
1/8 to 5/8 inch.
C. Fire-Test-Response Characteristics: Where indicated, provide materials and construction identical to
B. Expanded-Metal Lath: ASTM C 847, diamond mesh, flat or self-furring configuration and with minimum
C. Accessories: Comply with material provisions of ASTM C 1063 and the requirements indicated
below; coordinate depth of accessories with thicknesses and number of plaster coats required.
those tested per ASTM E 119.
3.4-lb/sq. yd. weight.
1. Aluminum Components: ASTM B 221 for alloy and temper 6063-T5 or aluminum extrusions
2. Galvanized Steel Components: Fabricated from zinc-coated (galvanized) steel sheet complying
3. Zinc-Alloy Components: ASTM B 69, 99 percent pure zinc.
4. Plastic Components: ASTM D 4216, high-impact polyvinyl chloride (PVC) for building products.
5. Metal Cornerbeads: Fabricated from zinc-coated (galvanized) steel.
6. Strip Reinforcement: Smooth-edge strips of expanded-metal lath fabricated from uncoated
for provision and location of plaster accessories of type indicated. Install accessories of type indicated
F. Installation of Plastering Accessories: Comply with referenced lathing and furring installation standards
materials.
3. Plaster flush with metal frames and other built-in metal items or accessories that act as a
2. Tolerances: Do not deviate more than plus or minus 1/8 inch in 10 feet from a true plane in
dirty, or contaminated by foreign materials. Do not use excessive water in mixing and applying plaster
neither will be damaged by installation of other. Do not use materials that are frozen, caked, lumpy,
G. Plaster Application: Sequence plaster application with installation and protection of other work so that
3. Control Joints: Install at locations indicated or, if not indicated, at locations complying with the
2. Terminations of Plaster: Install casing beads, unless otherwise indicated.
at following locations:
1. External Corners: Install corner reinforcement at external corners.
finished plaster surfaces, as measured by a 10-ft. straightedge placed at any location on surface.
1. Plaster Application Standard: Apply plaster materials, composition, mixes, and finishes indicated
e. Where plaster panel sizes or dimensions change, extend joints full width or height of
d. Horizontal Surfaces: Not more than 100 sq. ft. in area.
b. Distance between Control Joints: Not to exceed 18 feet in either direction or a
a. Where an expansion or contraction joint occurs in surface of construction directly behind
to comply with ASTM C 926.
plaster membrane.
c. Wall Areas: Not more than 144 sq. ft..
length-to-width ratio of 2-1/2 to 1.
plaster membrane.
following criteria:
6. Number of Coats: Apply plaster in 2 or 3 coats as indicated below or as shown.
5. Thickness: As indicated or as required by ASTM C 926.
4. Corners: Make internal corners and angles square; finish external corners flush with cornerbeads
casing beads, cut base coat free from metal frame before plaster sets and groove finish coat
on interior work, square and true with plaster faces on exterior work.
at junctures with metal.
a. Three Coats: Over the following plaster base:
plaster ground, unless otherwise indicated. Where plaster is not terminated at metal frame by
with ASTM A 653, G40 minimum coating designation.
with similar properties.
with referenced standards and recommendations of gypsum board manufacturer.
3. Steel drill screws of size and type recommended by unit manufacturer for fastening cementitious
2. Steel drill screws complying with ASTM C 1002 for the following applications:
a. Fastening gypsum board to wood members.
2. Ceilings: Light orange-peel texture.
1. Walls: Light orange-peel texture.
4. Gypsum Board Nails: ASTM C 514.
b. Fastening gypsum board to gypsum board.
1. Fastening Adhesive for Wood: ASTM C 557.
K. Texture Finish: As follows:
backer units.
C. Cementitious Backer Units: ANSI A118.9 in maximum lengths available to minimize end-to-end butt joints.
G. Joint Treatment Materials: Provide joint treatment materials complying with ASTM C 475 and the
F. Aluminum Accessories: Where indicated, provide manufacturer's standard extruded-aluminum
E. Accessories for Exterior Installations: Cornerbead, edge trim, and control joints formed from steel
D. Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with
ASTM C 1047, formed metal or plastic, with metal complying with the following requirement:
4. Joint Compound for Cementitious Backer Units: Material recommended by cementitious
complying with the following requirements for formulation and intended use.
3. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based products
2. Joint Tape for Cementitious Backer Units: As recommended by cementitious backer unit
gypsum board and joint treatment materials for the application indicated.
reinforcing tape with compatible joint compound where recommended by manufacturer of
1. Joint Tape for Gypsum Board: Subject to compliance with requirements, provide joint
recommendations of both the manufacturers of sheet products and of joint treatment materials
1. Primed Finish: Manufacturer's standard corrosion-resistant primer compatible with joint
sheet zinc coated by hot-dip process or rolled zinc complying with ASTM C 1047.
1. Steel sheet zinc coated by hot-dip process or rolled zinc.
for each application indicated.
a. Ready-Mixed Formulation: Factory-mixed product.
compound and finish materials specified.
accessories of profile indicated.
J. Miscellaneous Materials: Provide auxiliary materials for gypsum board construction that comply
I. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, non hardening, non skinning,
non staining latex sealant complying with ASTM C 834 that is effective in reducing airborne sound
non staining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to
testing representative assemblies according to ASTM E 90.
transmission through perimeter joints and openings in building construction as demonstrated by
reduce transmission of airborne sound.
H. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable,
backer unit manufacturer.
manufacturer.
A. Inspection: Inspect openings before installation. Verify that rough opening is correct and sill plate is level.
1.3 EXECUTION
END OF SECTION
B. Submittals: Product Data for each product specified and Samples for each type of finish indicated.
SECTION 09220 - PORTLAND CEMENT PLASTER (THREE COAT SYSTEM)
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products by following manufacturer:
1. < INSERT MANUFACTURER'S NAME AND MODEL NUMBER >
A. Lathing and Furring: Install lath and furring indicated to comply with ML/SFA 920, "Guide
1.3 EXECUTION
B. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials
SECTION 09255 - GYPSUM BOARD
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products by following manufacturer:
1. Gypsum Board and Related Products: USGA application manual.
END OF SECTION
types are indicated.
D. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, flanges of cornerbead,
2. Texture Finish Application: Mix and apply finish to gypsum panels and other surfaces indicated
to receive texture finish according to texture finish manufacturer's directions.
droppings and overspray as recommended by texture finish manufacturer to prevent damage.
If, despite these precautions, texture finishes contact these surfaces, immediately remove
texture finish by covering them with masking agents, polyethylene film, or other means.
3. Prevent texture finishes from coming into contact with surfaces not indicated to receive
Using powered spray equipment, produce a uniform texture free of starved spots or other
evidence of thin application or of application patterns.
Apply primer only to surfaces that are clean, dry, and smooth.
surfaces receiving texture finishes according to texture finish manufacturer's instructions.
1. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other
prepare gypsum board surfaces for decoration as recommended by the manufacturer's written instructions.
edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to
c. Install aluminum trim and other accessories where indicated.
b. Install L-bead where edge trim can only be installed after gypsum panels are installed.
back flange can be attached to framing or supporting substrate.
a. Install LC-bead where gypsum panels are tightly abutted to other construction and
with ASTM C 840 and GA-216.
floors, as detailed. Provide 1/4- to 1/2 inch wide spaces at these locations and trim
Install with 1/4-inch open space where panels abut other construction or penetrations.
9. Install water-resistant gypsum backing board panels at showers, tubs, and where indicated.
8. Install cementitious backer units to comply with ANSI A108.11.
7. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c.
standard and manufacturer's recommendations.
6. Space fasteners in gypsum panels according to referenced gypsum board application and finishing
paths around or through gypsum board assemblies.
and manufacturer's recommendations for location of edge trim and closing off sound-flanking
acoustical sealant including a bead at both faces of the partitions. Comply with ASTM C 919
behind control and expansion joints, openings, and penetrations with a continuous bead of
5. Where STC-rated gypsum board assemblies are indicated, seal construction at perimeters,
between edges and abutting structural surfaces with acoustical sealant.
edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints
4. Isolate perimeter of nonload-bearing gypsum board partitions at structural abutments, except
edges of adjoining gypsum panels, as well as supporting framing behind gypsum panels.
3. Form control and expansion joints at locations indicated and as detailed, with space between
joints of adjacent panels not less than one framing member.
and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end
2. Install ceiling board panels across framing to minimize the number of abutting end joints
blankets are readily installed after panels have been installed on one side.
1. Install sound-attenuation blankets, where indicated, prior to installing gypsum panels unless
C. Installing Trim Accessories: For trim accessories with back flanges, fasten to framing with the
construction or structural penetrations. Fasten with corrosion-resistant screws.
edge trim type with face flange formed to receive joint compound, except where other
2. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide
accessory manufacturer's directions for type, length, and spacing of fasteners.
same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to
end joints staggered over supports. Install with 1/4-inch open space where panels abut other
1. Install cornerbead at external corners.
B. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular to supports, with
A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply
1.3 EXECUTION
K. Elastomeric Sealants: Provide manufacturer's standard chemically curing, elastomeric sealants of base
N. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free
H. Grout tile to comply with the requirements of the following tile installation standards:
M. Wall Tile Installation: Install types of tile designated for wall installations to comply with requirements
L. Floor Tile Installation: Install tile to comply with requirements indicated, including those referencing
K. Do not install tile over waterproofing until waterproofing has cured and been tested to determine
J. Install waterproofing to comply with waterproofing manufacturer's written instructions to produce a
I. At showers, tubs, and where indicated, install cementitious backer units and treat joints to comply with
F. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles
G. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction,
E. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible
D. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering
C. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of tile installation standards in
B. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify
L. Cementitious Backer Units: Provide products complying with ANSI A118.9, of thickness and width
1.3 EXECUTION
of foreign matter. Use cleaning materials and methods that comply with tile and grout manufacturer's
1. Remove temporary protective coating by method recommended by coating manufacturer that is
acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from
with applicable special requirements for back buttering of tile in referenced ANSI A108 series
TCA installation methods and ANSI A108 series of tile installation standards.
2. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying
1. Install metal lath and scratch coat to walls to comply with ANSI A108.1A, Section 4.1.
indicated, including those referencing TCA installation methods and ANSI setting-bed standards.
written instructions.
clogging drains.
of tile installation standards.
that it is watertight.
waterproof membrane of uniform thickness bonded securely to substrate.
ANSI A108.11 and manufacturer's written instructions for type of application indicated.
1. For ceramic tile grouts (sand-portland cement, dry-set, commercial portland cement, and
1. Locate joints in tile surfaces directly above joints in concrete substrates.
2. Prepare joints and apply sealants to comply with requirements of Division 7 Sect. "Joint Sealants."
directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint
and isolation joints, where indicated during installation of setting materials, mortar beds, and tile.
on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both
surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned
joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars,
latex-portland cement grouts), comply with ANSI A108.10.
widths, unless otherwise indicated.
Do not saw-cut joints after installing tiles.
or covers overlap tile.
without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and
corners without disrupting pattern or joint alignments.
"Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and
that tile has been blended in the factory and packaged so tile units taken from one package show the
same range in colors as those taken from other packages and match approved Samples.
2. Remove protrusions, bumps, and ridges by sanding or grinding.
1. Use trowelable leveling and patching compounds per tile-setting material manufacturer's
that comply with flatness tolerances specified in referenced ANSI A108 series of tile installation
polymer and characteristics indicated that comply with applicable requirements of Division 7 Section
indicated, and in maximum lengths available to minimize end-to-end butt joints.
to methods indicated.
standards for installations indicated.
written instructions to fill cracks, holes, and depressions.
"Joint Sealants."
I. Portland Cement Mortar Installation Materials: Provide materials complying with ANSI A108.1A
J. Grouting Materials: As follows:
B. ANSI Ceramic Tile Standard: Provide tile that complies with Standard Grade requirements of ANSI A137.1,
C. ANSI Standards for Tile Installation Materials: Provide materials complying with referenced ANSI standards.
D. Colors, Textures, and Patterns: For tile, grout, and other products requiring selection of colors, surface
E. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample
F. Factory-Applied Temporary Protective Coating: Where indicated under tile type, protect exposed
G. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply
H. Waterproofing for Thin-Set Tile Installations: Provide products that comply with ANSI A118.10.
indicated on the interior design drawings
incorporated into the Work will be as selected by the Interior Designer in the Interior Design drawings
B. Sheet Vinyl Floor Coverings with Backing: Products complying with ASTM F 1303 and with requirements
E. Heat-Welding Bead: Solid-strand product of floor covering manufacturer for heat-welding seams in
D. Adhesives: Water-resistant type recommended by manufacturer to suit sheet vinyl floor covering and
C. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based formulation
specified in the Sheet Vinyl Floor Covering Schedule.
color and pattern selected by DESIGNER from manufacturer's full range of colors and patterns.
provided or approved by floor covering manufacturer for applications indicated.
substrate conditions indicated.
and specifications.
1. Latex-Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4,
submittals, blend tile in the factory and package so tile units taken from one package show the
same range in colors as those taken from other packages and match approved Samples.
surfaces of tile against adherence of mortar and grout by precoating them with a continuous
film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces.
1. Size: As indicated, coordinated with sizes and coursing of adjoining flat tile where applicable.
redispersible, ethylene vinyl acetate additive; and other ingredients to produce the following:
1) Unsanded grout mixture for joints 1/8 inch and narrower.
2) Sanded grout mixture for joints 1/8 inch and wider.
a. Factory-Prepared, Dry-Grout Mixture: Factory-prepared mixture of portland cement; dry,
composed as follows:
with the following requirements:
"Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.
1. Match colors, textures, and patterns indicated by referencing manufacturer's standard
2. Provide Interior Designer's selections from manufacturer's full range of colors, textures,
textures, patterns, and other appearance characteristics, comply with the following requirements:
designations for these characteristics.
and patterns for products of type indicated.
END OF SECTION
SECTION 09310 - CERAMIC TILE
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide products to match the selection as
A. Provide concrete substrates for tile floors installed with dry-set or latex-portland cement mortars
B. Submittals: (Not applicable)
SECTION 09652 - SHEET VINYL FLOOR COVERINGS
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, sheet vinyl floor coverings that shall be
END OF SECTION
GENERAL
NOTES
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A
CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
from the same manufacturer as the finish coats.
bearing manufacturer's name and label.
C. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is
not to be painted or is to remain natural. If the paint schedules do not specifically mention an
item or a surface, paint the item or surface the same as similar adjacent materials or surfaces
whether or not schedules indicate colors. If the schedules do not indicate color or finish, the
D. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels.
E. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system
F. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers
G. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient
temperature of 45 deg F. Maintain containers in clean condition, free of foreign materials and residue.
Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily.
H. Project Conditions: Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds
85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
1. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code
required labels or equipment name, identification, performance rating, or nomenclature plates.
DESIGNER will select from standard colors and finishes available.
of the total system for various substrates.
B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility
C. Preparation: Remove hardware and hardware accessories, plates, machined surfaces, lighting
B. Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that
are compatible with one another and the substrates indicated under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
C. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified.
Paint-material containers not displaying manufacturer's product identification will not be acceptable.
D. Colors: Provide exterior color selections as indicated in the DESIGNER color schedule.
with paint application requirements. Do not begin to apply paint until unsatisfactory conditions
incorporated into the Work will be as selected by the Interior Designer in the DESIGNER.
have been corrected and surfaces receiving paint are thoroughly dry.
not fall on wet, newly painted surfaces.
written instructions for each particular substrate condition.
fixtures, and similar items already installed that are not to be painted. If removal is impractical
or impossible because of the size or weight of the item, provide surface-applied protection before
surface preparation and painting. After completing painting operations in each space or area,
D. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances
that could impair the bond of the various coatings. Remove oil and grease before cleaning.
Schedule cleaning and painting so dust and other contaminants from the cleaning process will
E. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
1. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release
agents. Roughen as required to remove glaze. If hardeners or sealers have been used
to improve curing, use mechanical methods of surface preparation. Use abrasive blast
a. Determine alkalinity and moisture content of surfaces by performing appropriate
tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and
burn, correct this condition. Do not paint surfaces where moisture content exceeds
2. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral
spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac
or other recommended knot sealer before applying primer. After priming, fill
holes and imperfections in finish surfaces with putty or plastic wood filler. Sand
reinstall items removed using workers skilled in the trades involved.
cleaning methods if recommended by paint manufacturer.
that permitted in manufacturer's written instructions.
cases, and paneling.
varnish or sealer immediately on delivery.
Council's (SSPC) recommendations.
film and strain material before using.
up with the same primer as the shop coat.
during application. Do not stir surface film into material. If necessary, remove surface
2. Use only thinners approved by paint manufacturer and only within recommended limits.
b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges,
ends, faces, undersides, and backsides of wood, including cabinets, counters,
d. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of
3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop
coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use
solvent or mechanical cleaning methods that comply with the Steel Structures Painting
a. Touch up bare areas and shop-applied prime coats that have been damaged.
Wire-brush, clean with solvents recommended by paint manufacturer, and touch
4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so
surface is free of oil and surface contaminants. Remove pretreatment from galvanized
F. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions.
1. Stir material before application to produce a mixture of uniform density. Stir as required
c. Back prime all exposed wood trim as indicated on drawings prior to installation.
sheet metal fabricated from coil stock by mechanical methods.
smooth when dried.
to formation of a durable paint film.
fixed equipment or furniture with prime coat only.
and provide desired protection.
1. Exterior paint colors, surface treatments, and finishes as indicated in the DESIGNERs color schedule.
2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental
4. The term "exposed surfaces" includes areas visible when permanent or built-in items are
in place. Extend coatings in these areas, as required, to maintain the system integrity
5. Paint surfaces behind movable equipment and furniture the same as similar exposed
surfaces. Before the final installation of equipment, paint surfaces behind permanently
6. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
7. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise
prepared for painting as soon as practical after preparation and before subsequent surface deterioration.
1. The number of coats and the film thickness required are the same regardless of application
method. Do not apply succeeding coats until the previous coat has cured as recommended
by the manufacturer. If sanding is required to produce a smooth, even surface according to
manufacturer's written instructions, sand between applications.
techniques best suited for substrate and type of material being applied.
3. Provide finish coats that are compatible with primers used.
8. Sand lightly between each succeeding enamel or varnish coat.
equivalent to that of flat surfaces.
the undercoat to lift or lose adhesion.
according to manufacturer's written instructions.
with pores filled.
the manufacturer.
coats until paint film is of uniform finish, color, and appearance. Give special attention to
ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness
3. Allow sufficient time between successive coats to permit proper drying. Do not recoat
surfaces until paint has dried to where it feels firm, does not deform or feel sticky under
moderate thumb pressure, and where application of another coat of paint does not cause
I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended
spreading rate. Provide the total dry film thickness of the entire system as recommended by
K. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage
2. If undercoats, stains, or other conditions show through final coat of paint, apply additional
G. Application: Apply paint according to manufacturer's written instructions. Use applicators and
shop priming and surface treatment specified in other Sections.
1. Surface preparation, priming, and finish coats specified in this Section are in addition to
items and surfaces.
defaced painted surfaces. Comply with procedures specified in PDCA P1.
damage by cleaning, repairing or replacing, and repainting.
1. At completion of construction activities of other trades, touch up and restore damaged or
provided by others to protect their work after completing painting operations.
Q. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings
P. Protect work of other trades, whether being painted or not, against damage by painting. Correct
1. The testing agency will perform appropriate tests as required by the Client.
by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces.
1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint
O. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded
be required to remove rejected paint from previously painted surfaces if, on repainting
surfaces previously coated with the rejected paint. If necessary, the Sub-Contractor may
Sub-Contractor shall remove noncomplying paint from the site, pay for testing, and repaint
2. If tests show material being used does not comply with specified requirements, the
Project will be taken, identified, sealed, and certified in the presence of the Sub-Contractor.
testing agency to sample the paint material being used. Samples of material delivered to the
N. Field Quality Control: The Client reserves the right to engage the services of an independent
M. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or
with specified paint, the two coatings are incompatible.
paint materials from the site.
repaint work not complying with requirements.
unsealed areas in first coat appears, to ensure a finish coat with no burn through or other defects
prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or
the manufacturer, to material that is required to be painted or finished and that has not been
L. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by
due to insufficient sealing.
END OF SECTION
B. This Section includes surface preparation and field painting of exposed exterior and interior
SECTION 09900 - PAINTING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS
A. Available Products: Subject to compliance with requirements, exterior paint colors that shall be
1.3 EXECUTION
A. Examine substrates, areas, and conditions under which painting will be performed for compliance
requirements of all legally constituted authorities having jurisdiction including all county and state
level access, shall have ground-fault circuit interrupter protection for personnel per CEC Article 210.8(A).
D. All 125 volt, single-phase, 15 and 20 amperes receptacles installed outdoors where there is direct grade
C. All electrical equipment and appliances shall be those indicated in the fixture schedule as
codes and ordinances.
operate according to the best practices of the trade. All work and materials to comply with all
G. All ducts penetrating between garage and dwelling per CRC Section R302.5.2.
H. All appliance installation shall be per CMC Section 303. Water heaters installed in garages shall be
J. Cloth dryer exhaust shall be per CMC Section 504.3.
per CPC Section 507.13
D. All HVAC equipment shall meet all the requirements as indicated on the Energy Compliance Sheets
C. All HVAC equipment and fixtures shall be selected by the Builder.
constituted authorities having jurisdiction including all county and state codes and ordinances.
according to the best practices of the trade. All work to comply with all requirements of all legally
F. All light, ventilation and heating per CRC Section R303.
installed in the building and instructions on how to use them efficiently.
E. The Builder shall provide the original occupant a listing of heating, cooling and water heating systems
issued by the Builder.
C. All plumbing fixtures and equipment shall be those indicated in the fixture schedules as issued by
F. Integral backflow preventer per CPC Section 603.4.6.
D. Anchorage of water heater shall be per CPC Section 507.2.
the Builder.
G. Drainage fitting shall be designed to maintain one-fourth unit vertical in 12 units horizontal
(2% slope) grade.
END OF SECTION
B. Supply all labor, transportation, materials, etc., for installation of complete HVAC system to operate
SECTION 15A - HEATING/AIR CONDITIONING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
1.2 PRODUCTS (NOT APPLICABLE)
1.3 EXECUTION
A. All equipment shall be installed per manufacturers written instruction and specifications.
END OF SECTION
B. Supply all labor transportation and materials for the installation of a complete plumbing system to
SECTION 15B - MECHANICAL/PLUMBING
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
codes and ordinances.
operate according to the best practices of the trade. All work and materials to comply with all
requirements of all legally constituted authorities having jurisdiction including all county and state
B. Supply all labor, transportation and materials for the installations of a complete electrical system to
SECTION 16 - ELECTRICAL
1.1 GENERAL
regarding the requirement of the plans and specifications, and any inconsistency of conflicts with Code,
manufacturer or industry standards have been resolved prior to the fabrication of the work.
industry standards applicable to their work and that their work will be performed to the highest
applicable standards. Builder, Contractor and Subcontractor's further warrant that any concerns
and specifications, California Residential Code requirements, manufacturer recommendations and
A. Builder, Contractor and Subcontractor warrant that they are personally knowledgeable regarding the plans
A. All equipment shall be installed per manufacturers written instructions and specifications.
1.2 PRODUCTS (NOT APPLICABLE)
P. Provide permanent light fixture and electrical outlet at all attic installed forced air units.
O. ICT fixtures: all recessed light at insulated ceilings shall be UL approved for direct contact with insulation.
N. Receptacles shall be installed vertically at +/-12" above finish floor.
M. Receptacles in kitchen and bathrooms shall be installed above the splash unless otherwise noted on plans.
sleeping area and be equipped with a battery backup per CRC Section R314.
be installed in each sleeping room and in the corridor or area giving access to each separate
K. Smoke alarms shall be interconnected to sound an alarm in all sleeping areas of the dwelling;
grade shall be installed at the front and rear of the dwelling per CEC Article 210.52(E).
5. Outdoors: At least one receptacle outlet accessible at grade level, and no more than 6'-6" above
4. Hallways: 10 feet or more in length shall have at least one receptacle outlet per CEC Article 210.52(H).
basin or on the side or face of base cabinet within 12" below counter top per CEC Article 210.52(D).
3. Bathrooms: At least one wall receptacle outlets shall be installed in the bathroom within 3 feet of each
considered as separated counter top spaces per CEC Article 210.52 (C).
least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be
receptacle outlet in that space. Island and peninsula counter tops 12 inches or wider shall have at
Receptacle shall be installed so that no points along the wall line is more than 24 inches from a
2. Kitchen counter tops: receptacle outlets shall be installed at each counter space 12 inches or wider.
fixed panels in exterior walls, but excluding sliding panels in exterior walls per CEC Article 210.52(A).
outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by
be installed so that no point along the floor line in any wall space is more than 6 feet from an
room, bedroom, recreation room or similar room or area of dwelling units, receptacle outlets shall
1. General provision: In every kitchen family room, dining room, living room, parlor, library, den, sun
J. Placement/spacing of electrical outlets:
I. Provide GFCI protection per CEC Article 210.8(A).
H. Fixtures in closet shall maintain clearances from combustibles per CEC Articles 410.2 & 410.16.
G. Grounding and bonding shall conform to CEC Article 250.
F. Electrical branch-circuit, feeder and service calculations shall conform to CEC Article 220.
E. Outlet boxes on opposite sides of fire resistive walls shall be separated per CRC Section 302.4.2.
P. All water closets (toilets) shall use a flush volume per CPC Section 403.2 and California Green
thermostatic mixing valves per CPC Section 408.3.
O. In showers and tub-shower combinations, control valves must be pressure balanced or
without the use of an approved dishwasher air gap fitting per CPC Section 807.4.
N. No domestic dishwasher shall be connected to a drainage system or food waste disposer
M. Provide bonding from cold to hot water piping to comply with CEC Article 250.104.
L. Gas piping shall be installed in accordance with CPC Section 1210.
to grade per CPC Section 719.1.
building sewer or installed outside the building at the lower end of the building drain and extended
K. Cleanouts shall be placed inside the building near the connections between the building drain and the
and pointing down. Such drain may terminate at other approved locations per CPC Section 608.5.
J. Pressure relief valves shall terminate outside the building within 6 to 24 inches of ground and
1.3 EXECUTION
B. A qualified inspector shall review the assembly for compliance with Title 7 of the California Civil Code.
C. Sleeves shall be provided to protect all piping through concrete and masonry walls and
concrete floors per CPC 312.10.
The trap shall be between 6 and 18 inches above the floor per CPC Section 804.1.
I. Clothes washer standpipe receptor shall extend between 18 and 30 inches above its trap.
C. All outlets in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms,
shall extend separately to outside air per CPC Section 803.1.
H. No vent from indirect waste piping shall combine with any sewer connected vent, but
END OF SECTION
receptacle outlet no more than 6'-6" above the surface per CEC Article 210.52(E)(3).
6. Balconies, Decks, and Porches: When accessible from inside the dwelling unit, shall have at least one
recreation rooms, closets hallways, or similar rooms or areas, are to be arc-fault circuit-interrupter
protected with combination type breaker per CEC Article 210.12.
K. All mechanical equipment and exhaust shall be installed in accordance with, and comply with the
California Green Building Standards Code Sections 4.406.1, 4.504.1, 4.504.2, 4.506 & 4.507.
Green Building Standards Code Sections 4.301, 4.303.2 & 4.304.
Q. All plumbing fixtures and fixture fittings shall meet the requirements of the California
E. Water heating systems installed per California Energy Code Section 150.0(n).
Building Standards Code Sections 4.303.1.1.
of the California Energy Code Section 150.0(j).
R. Waste system piping and insulation for piping tanks and cooling lines shall meet the requirements
and California Energy Code Section 150.0(m).
L. Carbon Monoxide Alarms shall be installed per CRC Section R315.
GENERAL
NOTES
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/W
W/
H
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/
W
W/
H
UNIT "A" FIRST FLOOR 603 SF
UNIT "D" SECOND FLOOR 603 SF
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/
W
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/W
W/H
UNIT "B" FIRST FLOOR 442 SF
UNIT "E" SECOND FLOOR 442 SF 18'-3 1/2"
7'-
6
1
/
2
"
21
'
-
8
"
8'-2"5'
10
'
-
2
"
W/H
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/
W
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/W
18'-3 1/2"
7'
-
6
1
/
2
"
21
'
-
8
"
8'-2"5'
10
'
-
2
"
W/H
K-3208-4BALLADSINKSSTAINLESS STEELMODELNUMBERTRADENAMEPRODUCTMATERIAL
D/
W
UNIT "C" FIRST FLOOR 446 SF
UNIT "F" SECOND FLOOR - 446 SF
UNIT "G" FIRST FLOOR 327 SF
W/H
A1
SHEET
DRAWN BY
CHECKED BY
DATE
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
DEMOLITION PLAN
SCALE : 1/4"=1'-0"
DEMO NOTES:
1.CONTACT OWNER / DESIGNER FOR ANY QUESTIONS PRIOR TO DEMOLITION START.
2.CONTACT DIG-A-LERT PRIOR TO ANY WORK.
3.CAP OFF ALL NECESSARY EXISTING UTILITIES IN A SAFE MANNER BASED ON SCOPE OF WORK,
PRIOR TO DEMOLITION
4.DISCUSS WITH OWNER THE OPTION OF SAVING ANY EXISTING FIXTURES, FAUCETS, ELECTRICAL
FIXTURES, CABINETS, ETC. PRIOR TO ANY DEMOLITION
5.SHORE UP ANY SECOND FLOOR AREAS, FLOORS, WALLS PRIOR TO DEMOLISHING FIRST FLOOR
BEARING WALLS AS REQUIRED FOR SAFE CONDITIONS.
6.DEMO MAY BE REQUIRED IN OTHER AREAS OF HOME BASED ON NEW STRUCTURAL LAYOUT.
CHECK ENTIRE SET OF PLANS AND DETERMINE AREAS REQUIRED FOR EFFICIENT CONSTRUCTION
AND COMPLETION OF WORK.
7.PROVIDE THROUGH ACCESS AT FOUNDATION WALLS FROM OLD TO NEW UNDER FLOOR AREAS.
DEMOLITION
PLAN
SCOPE OF WORK:
1.REMOVE ALL FLOORING PER SCOPE OF WORK
2.REMOVE RESTROOM FIXTURES, WALL TILE, FAN, FLOORING, TOWEL BARS, ETC.
3.REMOVE KITCHEN CABINETRY, FLOORING, APPLIANCES, ETC, PER SCOPE OF WORK
1
3
REMOVE ALL CABINETRY, APPLIANCES, AND
FLOORING
REMOVE ALL FIXTURES, FLOORING, AND
CABINETRY PER SCOPE OF WORK
REMOVE ALL FLOOR AND WALL TILE FOR
REPLACEMENT
REMOVE CLOSET DOOR FOR W/D
INSTALLATION. OPEN WALL FOR DUCTING, AND
UTILITY INSTALLATION
2
4
1
1
1
1
1
1
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
4
4
4
4
44
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
W/
H
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
W/
H
UNIT "A" FIRST FLOOR 603 SF
UNIT "D" SECOND FLOOR 603 SF
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
W/H
UNIT "B" FIRST FLOOR 442 SF
UNIT "E" SECOND FLOOR 442 SF 18'-3 1/2"
7'-
6
1
/
2
"
21
'
-
8
"
8'-2"5'
10
'
-
2
"
W/H
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
K-3208-4BALLADSINKSSTAINLESS STEEL
D/W
18'-3 1/2"
7'-
6
1
/
2
"
21
'
-
8
"
8'-2"5'
10
'
-
2
"
W/H
K-3208-4BALLADSINKSSTAINLESS STEEL
D/
W
UNIT "C" FIRST FLOOR 446 SF
UNIT "F" SECOND FLOOR - 446 SF
UNIT "G" FIRST FLOOR 327 SF
W/H
A-2
SHEET
DRAWN BY
CHECKED BY
DATE
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
PROPOSED
ADU
REMODEL
FLOOR PLAN NOTES
1.REFER TO GENERAL NOTES DIVISION 7A FOR ADDITIONAL INFORMATION.
2.O'HAGIN'S INC. (800.394.3864), MATCH THE PROFILE AND COLOR OF THE ADJACENT ROOF MATERIAL. NET
FREE VENTILATION SHALL BE NOT LESS THAN 1/3000 OF SPACE TO BE VENTILATED PER CURRENT UBC/CBC.
3.ALL ROOF FLASHING TO BE GALVANIZED STEEL.
4.ALL FLASHING & VENTS THROUGH ROOF SHALL BE PAINTED WITH EXTERIOR GRADE PAINT TO MATCH ROOF
COLOR / MATERIAL.
5.ALL GUTTERS, COLLECTION BOXES, AND DOWNSPOUTS SHALL BE PAINTED GALVANIZED METAL (MATCH
EXISTING). GUTTERS: MATCH EXISTING PROFILE.
6.ROOF GUTTERS SHALL BE INSTALLED ONLY IN AREAS LOCATED ON THE ROOF PLAN. DOWNSPOUTS SHALL BE
LOCATED ONLY WHERE SHOWN ON THE PLANS. SLOPE GUTTER TO NEAREST DOWNSPOUT.
7.PROTECTION OF OPENINGS. ANY OPENINGS INTO ATTICS, FLOORS, OR OTHER ENCLOSED AREAS SHALL BE
COVERED WITH CORROSION RESISTANT WIRE MESH NOT GREATER THAN 1/4" IN ANY DIMENSION EXCEPT
WHERE SUCH OPENING ARE EQUIPPED BY SASH OR DOOR.
8.SLOPES TO MATCH ACTUAL ROOF PITCH IN FIELD. VERIFY PITCH OF EXISTING ROOF SLOPE IN FIELD BEFORE
FRAMING.
9.NEW CLASS 'A' COMPOSITION ROOF TILES TO MATCH MATCH IN COLOR AND STYLE OF EXISTING ROOF
MATERIAL.
10.DO NOT SCALE DRAWINGS.
ROOF NOTES
1.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
2.ALL NEW GLAZING SHALL HAVE A WINDOW SOLAR HEAT GAIN COEFFICIENT NUMBER OF 0.25, AND A
U-VALUE OF 0.32. UNLESS NOTED OTHERWISE IN T-24 REPORT IF AVAILABLE.
3.ALL HABITABLE ROOMS TO HAVE A MIN. 8% FLOOR AREA OF NATURAL LIGHT AND 4% NATURAL
VENTILATION .
4.ALL BEDROOMS SHALL HAVE MIN. ONE EGRESS WINDOW OR DOOR WITH ACCESSIBLE OPENING OF 24"
MIN. HIGH, 20" MIN. WIDE, & 5.7 SF MIN AREA. (5.0 SF AT GRADE FLOOR) SILL TO BE NO HIGHER THAN
44" A.F.F.
5.ALL DOORS TO EXTERIOR MUST HAVE AN EXTERIOR LANDING : LENGTH = 36" MIN. IN DIRECTION OF
TRAVEL, WIDTH = WIDTH OF DOOR OPENING MIN.
6.ALL EXTERIOR DOORS TO HAVE A MAX. 0.75" THRESHOLD AT SLIDING DOORS AND MAX 1.0"
THRESHOLD FOR OTHER DOORS. EXTERIOR DOORS CAN STEP DOWN TO LANDING 7.75" MAX FROM
TOP OF THRESHOLD, NOT FLOOR. PROVIDED THAT THE DOOR IS NOT PART OF REQUIRED MEANS OF
EGRESS AND DOOR DOES NOT SWING OVER LANDING (EXCLUDING SCREEN DOORS).
7.SEE ARCHITECTURAL DETAIL SHEET D1 FOR TYP. DOOR JAMB AND HEAD DETAILS.
8.ALL WINDOW & DOOR INTERIORS SHALL RECEIVE CASING TO MATCH EXISTING HOME.
9.ALL INTERIOR WINDOWS TO BE PAINT GRADE WOOD FRAMES.
10.FLOOR SHALL REMAIN FLUSH @ ALL INTERIOR MATERIAL CHANGES. ADJUST SUBFLOOR / CONCRETE
TO ACCOMMODATE. CONTACT STRUCTURAL ENGINEER IF NECESSARY.
11.ALL FLOOR MATERIAL CHANGES SHALL OCCUR HIDDEN UNDER DOORS WHERE POSSIBLE. IF NO DOOR
EXISTS, CENTER IN JAMB.
12.ALL NEW INSULATION SHALL BE CLASS "A" BUILDING MATERIAL. (GAPS AGAINST WALL STUDS &
AROUND UTILITY BOXES/EQUIP. SHOULD BE MINIMIZED. ALL RECESSED LIGHTS TO BE IC RATED OR 12"
MIN. AWAY FROM INSULATION. )
- AT INTERIOR & EXTERIOR WALLS: INSULATE WITH R-13 @ 2x4 / R-19 @ 2x6.
- AT ATTIC SPACES: R-38 BATT INSULATION @ CEILING LEVEL, WHERE POSSIBLE BETWEEN
CEILING JOISTS.
- AT VAULTED CEILINGS: PROVIDE R-30 @ 2x10+ ROOF RAFTERS & R-21 @ 2x8 ROOF
RAFTERS OR AS SPECIFIED BY T-24 SHEET IF AVAILABLE (PROVIDE 1" AIR SPACE BETWEEN
INSULATION AND ROOF SHEATHING)
13.MOLD DETERRENT: VACUUM OUT ALL STUD BAYS PRIOR TO INSTALLING INSULATION 14 AND AGAIN
PRIOR TO INSTALLING DRYWALL (2X TOTAL).
14. TYPICAL TOWEL BARS: LOCATE AT 48" TO TOP OF 2 X 12 BLOCKING BEHIND INTERIOR FINISH. AND
EXACT LOCATION SHALL BE PROVIDED BY THE OWNER.
15.ALL RAW MATERIALS, WOOD, TILE, ETC. SHALL BE PROFESSIONALLY SEALED & PROTECTED &
WARRANTEED.
16.PAINT INSIDE OF DUCTS BEHIND GRILLE, SUPPLY, AND RETURN W/ NON TOXIC FLAT BLACK PAINT.
17.INTERIOR DOOR JAMBS SHOULD BE AT LEAST 4" FROM ADJACENT WALL TO ALLOW FOR ADEQUATE
SPACE FOR CASING SURROUND.
18.ALL EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE FROM PROPERTY LINE OF 5'-0" OR LESS
SHALL BE FIRE-RATED CONSTRUCTION ON BOTH SIDES.
19.SHOWERS SHALL BE CAPABLE OF ENCOMPASSING A 30" MIN. CIRCLE. ALL SHOWER LOCATIONS
SHALL RECEIVE FRAMELESS TEMPERED GLASS (SHATTER-RESISTANT) ENCLOSURES TO A HEIGHT OF
84" ABOVE FINISH FLOOR (U.N.O.) - PROVIDE A NON-ABSORBANT WALL (TILE OR APPROVED EQUAL
PER FINISH NOTES) AT 88" ABOVE DRAIN INLET AT SHOWERS AND/OR TUB/SHOWER COMBO (U.N.O.)
MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. (GLAZING BOARD IS
NOT PERMITTED FOR TILE BACKING AT SHOWER. TILE SHALL BE INSTALLED OVER SCRATCH & BROWN
COAT.)
20.CLOSET SHELF & POLES; CONFIRM WITH OWNER THE USE OF DOUBLE OR SINGLE SHELF & POLE TO BE
USED IN CLOSETS WHERE APPLICABLE.
21.DO NOT SCALE DRAWINGS.
22.PRE CONSTRUCTION MEETING TO BE SCHEDULED WITH INSPECTION PRIOR TO ANY WORK BEING DONE
23.MATERIAL FOR ADU EXTERIOR WALLS SHALL BE STUCCO
1.MINI-SPLIT HEATING AND COOLING UNITS TO BE INSTALLED:
2.(6) UNITS INSTALLED. PRECISE LOCATION SHALL BE DETERMINED ON SITE, MAINTAINING
REQUIRED CLEARANCES
3.AC CONDENSER SHALL BE LOCATED ON SITE, MAINTAINING ALL REQUIRED CLEARANCES.
PROVIDE CONCRETE OR MANUFACTURER P AD FOR CONDENSER MOUNTING
1.SEE GENERAL NOTES DIVISIONS 1A & 15A FOR ADDITIONAL INFORMATION.
2.ALL COPPER USED ABOVE GROUND ON JOB TO BE TYPE "L" / ALL COPPER BELOW GROUND USE
TYPE "K". ALL WATER HEATER LINES SHALL BE INSULATED ALONG THEIR FULL LENGTH.
3.ALL WATER SUPPLY LINES TO THE HOUSE SHALL BE 1-1/2" MIN. UPGRADE WATER METER AT
STREET/ ALLEY IF REQUIRED.
4.PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER
HEADS & TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
5.PROVIDE D'MAND RECIRCULATION PUMP ON HOT WATER SUPPLY SYSTEM.
6.RECOMMENDATIONS. ALL NEW AND EXISTING GAS METERS TO HAVE INSTALLED AN
"EARTHQUAKE GAS SHUT-OFF VALVE."
7.TOILETS MUST BE INSTALLED TO ALLOW FOR A 17" MIN. CLEAR SPACE FROM CENTER
8.LINE OF WATER CLOSET TO ANY OBSTRUCTION ON EACH SIDE. TOILETS MUST HAVE 24" MIN.
CLEAR IN FRONT OF UNIT.
9.DO NOT SCALE DRAWINGS.
PLUMBING NOTES
HEATING / COOLING NOTES
1.SEE GENERAL NOTES AND DIVISION 6B FOR ADDITIONAL INFORMATION.
2.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIZE OF OPENINGS WHERE CABINETS
ARE TO BE LOCATED IN THE FIELD.
3.VERIFY ALL APPLIANCE AND FIXTURE SIZES AND INSTALLATION REQUIREMENTS PRIOR TO CONSTRUCTING
OR PURCHASING CABINETS.
4.ALL UPPER CABINETS SHALL BE 14" DEEP MINIMUM WITH CABINETRY
5.ALL LOWER CABINETS SHALL BE 24" DEEP U.N.O.
6.PROVIDE BACKING FOR ALL CABINETS.
7.DOOR & DRAWER STYLES TO BE CHOSEN BY OWNER OR MATCH EXISTING.
8.ALL WOOD BASE MOULDING SHALL BE SANDED AND PAINTED WHEN APPLICABLE
9.PARTICLE BOARD SHALL NOT BE PERMITTED FOR ANY PORTION OF ANY CABINET, EVEN IF IT IS LAMINATED.
10.WHEN GLASS PANELS IN CABINET DOORS OCCUR, GLAZING SHALL BE CLEAR AND TEMPERED.
11.ALL CABINETS SHALL HAVE "BLUM" HINGES, U.N.O. CABINET FINISH SHALL BE PER INTERIORS.
12.ALL DRAWERS & DOORS SHALL HAVE HYDRAULIC ACTION HINGES & GLIDES.
13.FINAL TILE LAYOUT TO BE DETERMINED PRIOR TO INSTALLATION. DETAILED PLAN SHALL BE SUBMITTED TO
CLIENT. ALIGN ALL ELEMENTS IN TILE WALLS (SHAMPOO/SOAP RECESS, FAUCETS), ETC. WITH GROUT LINES
OR IN MID-SPAN OF FULL TILE.
14.ALL BATHROOM COUNTERTOPS SHALL BE 24" DEEP AND ALL VANITIES SHALL BE 16" DEEP. U.N.O.
15.ALL MIRRORS SHALL BE 1/4" POLISHED PLATE GLASS MIN.
16.SEE ELECTRICAL PLAN FOR ANY LIGHTING AND OUTLETS ASSOCIATED WITH CABINETS.
17.PROVIDE SHORTENED DRAWER @ LOCATIONS WHERE ELECTRICAL RECEPTACLES ARE PLANNED.
18.DO NOT SCALE DRAWINGS.
INTERIOR NOTES
BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A POSITION THAT
IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH
BACKGROUND, BE ARABIC OR ALPHABETICAL LETTERS AND BE A
MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF 12". (R319.1 CRC)
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM
FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN
THE FIRST 10'.
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL
HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE
OPENING. SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,
YARD OR COURT THAT OPENS TO A PUBLIC WAY, PROVIDE DETAILS ON
PLANS: (R310.1 CRC).
a)EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A
NET CLEAR OPENING OF 5.7 S.F. (R310.2.1)
EXCEPTION: MINIMUM CLEAR OPENING FOR GRADE FLOOR OPENINGS
SHALL BE 5 S.F. (R310.2.1)
b)MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24".
(R310.2.1)
c)MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20".
(R310.2.1)
d)EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A SILL
HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. (R310.2.2)
e)EMERGENCY ESCAPE AND RESCUE OPENINGS WITH FINISHED
SILL HEIGHT BELOW ADJACENT GROUND LEVEL (BASEMENTS) SHALL BE
PROVIDED WITH A WINDOW WELL. (R310.2.3)
f)MINIMUM HORIZONTAL AREA OF A WINDOW WELL SHALL BE 9
S.F. WITH A MINIMUM HORIZONTAL DIMENSION OF 36" AND SHALL BE
FULLY OPEN. (R310.2.3)
WALLS SEPARATING TWO-FAMILY DWELLING UNITS SHALL BE MINIMUM
1-HOUR FIRE PARTITION. FIRE RATED FLOOR-CEILING AND WALL
ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR
WALL, AND WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION
TO THE UNDERSIDE OF THE ROOF SHEATHING. PROVIDE DETAILS ON
THE PLANS. (R302.3)
EXCEPTION:
1)A FIRE-RESISTANCE RATING OF ½ HOUR SHALL BE PERMITTED IN
BUILDINGS EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS.
2)WALL ASSEMBLIES NEED NOT EXTEND THROUGH ATTIC SPACES
WHEN THE CEILING IS PROTECTED BY NOT LESS THAN 5/8" TYPE X
GYPSUM BOARD AND AN ATTIC DRAFT STOP PER R302.12.1 IS PROVIDED
ABOVE AND ALONG THE WALL ASSEMBLY SEPARATING THE DWELLINGS.
FRAMING SUPPORTING THE 5/8" CEILING SHALL BE PROTECTED BY ½"
GYPSUM BOARD OR EQUIVALENT.
BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH
SHOWERS AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A
NONABSORBENT SURFACE TO A HEIGHT OF 6' ABOVE FINISHED FLOOR
(R307.2 CRC)
CEMENT, FIBER-CEMENT, FIBER-MAT 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. (R702.4.2 CRC) (SEE TABLE
R702.4.2)
SMOKE ALARMS (R314.3): SMOKE ALARMS SHALL BE INSTALLED IN THE
FOLLOWING LOCATIONS:
a)IN EACH SLEEPING ROOM.
b)OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM.
c)ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS. IN DWELLING OR DWELLING UNITS
WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN
THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER
LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED
THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE
UPPER LEVEL.
d)ALARMS SHALL BE INTERCONNECTED SUCH THAT THE
ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS.
e)ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING WITH BATTERY BACKUP.
f)APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE
ALARMS SHALL BE ACCEPTABLE.
CARBON MONOXIDE ALARMS (R315.1.4) - ALARM REQUIREMENTS
(LOCATION):
a)OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA
IN THE IMMEDIATE VICINITY OF THE BEDROOM(S).
b)ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
c)ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING WITH BATTERY BACKUP.
d)ALARMS SHALL BE INTERCONNECTED SUCH THAT THE
ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS.
e)APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE
ALARMS SHALL BE ACCEPTABLE.
A MINIMUM 26 GA. CORROSION -RESISTANT OR PLASTIC WEEP SCREED
WITH A MINIMUM VERTICAL FLANGE OF 3 ½" SHALL BE PROVIDED AT OR
BELOW FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. SCREED
SHALL BE A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS.
(R703.6.2.1 CRC)
WINDOW FALL PROTECTION. WINDOW FALL PROTECTION SHALL BE
PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2.
a)WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE
SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24
INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES
ABOVE THE FINISHED GRADE OR OTHER SURFACE FELLOW ON THE
EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY
WITH ONE OF THE FOLLOWING(R312.2.1):
a.OPERABLE WINDOWS WITH OPENING THAT WILL NOT ALLOW A 4
INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING WHERE THE
OPENING IS IN ITS LARGEST OPENED POSITION.
b.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL
PREVENTION DEVICES THAT COMPLY WITH ASTM F2090.
c.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW
OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2.
b)WINDOW OPENING CONTROL DEVICES. WINDOW OPENING
CONTROL DEVICES SHALL COMPLY WITH ASTM F 2090. THE WINDOW
OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE
CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT
REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW
UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1
(R312.2.2.).
PROPOSED MAJOR RENNOVATIONS
1
3
REPLACE ALL CABINETRY, APPLIANCES, AND
FLOORING
REPLACE ALL FIXTURES, FLOORING, AND
CABINETRY PER SCOPE OF WORK
REPLACE ALL FLOOR AND WALL TILE
NEW CLOSET DOOR AND W/D INSTALLATION.
NEW NON-LOAD-BEARING PARTITION WALL,
AND DOOR (AS APPLIES)
NEW ELECTRICAL CIRCUITS, AND RECEPTALES
TO COMPLY WITH CURRENT CODE
NEW W/D UTILITIES
NEW MINI-SPLIT AIR CONDITIONING/HEATING.
(PRECISE LOCATION DETERMINED ON SITE)
2
4
5
6
7
SEE PAGE "SPEC" FOR ALL PRODUCT SPECIFICATIONS
ALL NOTES 7/D2 APPLY
8
(E)
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K-3208-4BALLADSINKSSTAINLESS STEEL
W/H
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K-3208-4BALLADSINKSSTAINLESS STEEL
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W/H
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
UTILITY PLAN
1.SEE GENERAL NOTES DIVISION FOR ADDITIONAL INFORMATION.
2.SEE ELECTRICAL SCHEDULE FOR SCHEDULE OF ELECTRICAL FIXTURES.
3.CONTRACTOR SHALL INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURERS SPECIFICATIONS. INCLUDING OWNER
PROVIDED FIXTURES.
4.ALL ELECTRICAL INSTALLATION SHALL ADHERE TO THE CURRENT ELECTRICAL CODE.
5.VERIFY LOCATION OF FLOOR OUTLETS, PHONE JACKS, ETC. WITH OWNER AND DESIGNER IN FIELD.
6.CONTACT HOME OWNER WHEN ELECTRICAL BOXES & LIGHTS ARE SET FOR FINAL REVIEW PRIOR TO RUNNING LINES TO MAKE
SURE ALL ARE SET IN THE PROPER LOCATION.
7.ALL ELECTRICAL SERVICES SHALL BE "UNDERGROUND" TO CITY SUPPLY WHERE APPLICABLE.
8.EXISTING 400A PANEL TO REMAIN.
9.INSTALL NEW WHOLE HOUSE SURGE PROTECTOR BY LEVITON "51120" SERIES.
10.PROVIDE AN EXTRA 20'-0" LONG #4 BAR 3" FROM BOTTOM OF FOOTING TURNED UP THROUGH PLATE FOR OPEN GROUND AT
ELECTRICAL PANEL.
11.EXISTING ELECTRICAL OUTLETS MAY EXIST IN PROXIMITY OF PROPOSED OUTLETS. VERIFY EXISTING OUTLET LOCATIONS PRIOR
TO INSTALLATION OF NEW ONES NEARBY.
12.HEIGHTS OF OUTLETS ARE MEASURED FROM FF TO CENTERLINE OF ELECTRICAL BOX.
13.PROVIDE G.F.C.I. PROTECTION TO ALL 120 VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED OUTDOORS, IN BATHROOMS, IN
BASEMENT, AT COUNTER TOP SURFACE, AND GARAGES. EXCEPTION: SINGLE OUTLET RECEPTACLES IN GARAGES UTILIZED FOR
A FIXED OR STATIONARY APPLIANCE. (PER CURRENT CEC)
14.SMOKE DETECTORS: INSTALL KIDDE "SILHOUETTE" (KN-SMFM-i) AREAS OF NEW OR RE-CONSTRUCTION MAY OR MAY NOT
INCLUDE EXISTING BEDROOMS OR LIVABLE SPACES. CONTRACTOR SHALL VERIFY THAT HARD WIRED SMOKE DETECTORS W/
BATTERY BACK-UPS EXIST IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING
ACCESS TO EACH SLEEPING AREA. A SMOKE ALARM SHALL BE LOCATED AT EACH STORY, ON THE UPPER LEVEL OF SPLIT
LEVEL STORIES AND BOTH LEVELS IF SLEEPING AREA IS ON LOWER LEVEL. A SMOKE ALARM SHALL BE LOCATED IN CLOSE
PROXIMITY TO THE STAIRWAY WHEN SLEEPING ROOMS ARE ON THE UPPER LEVEL. WHERE THE CEILING HEIGHT OF A ROOM
OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES OR MORE, SMOKE ALARMS
SHALL BE INSTALLED IN THE HALLWAY AND NEAR THE HIGH POINT OF THE ADJOINING ROOM. DETECTORS SHALL BE
INTERCONNECTED TO SOUND AT THE SAME TIME.
15.ALL BRANCH CIRCUITS THAT SUPPLY 15 & 20 AMP OUTLETS INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN
ARC-FAULT INTERRUPTER.
16.ALL INCANDESCENT LIGHT FIXTURES SHALL HAVE DIMMER SWITCHES.
17.SWITCHES FOR FANS WITH LIGHT KITS SHALL HAVE FULL DIMMER & SPEED/DIRECTION CONTROL.
18.FAN EXHAUST SYSTEM SHALL BE OPERABLE FROM A LIGHT SWITCH IN BATHROOM AND PROVIDE 5 AIR EXCHANGES PER HOUR.
FAN MUST BE VENTED TO THE OUTSIDE.
19.PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT RECEPTACLE OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER
OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM (PER CURRENT CEC).
20.PROVIDE ELECT. FIXTURE W/ SWITCH IN ATTIC FOR ACCESS TO FAU'S.
21.GARAGE LIGHTS SHALL BE ON MOTION SENSOR SWITCH AND REMAIN ON FOR FIVE MINUTES THEREAFTER.
22.ALIGNMENT: ALL OUTLETS AND SWITCHES IN PROXIMITY OF EACH OTHER AND ALONG ADJACENT WALLS SHALL BE ALIGNED
WITH EACH OTHER HAVING THE SAME DIMENSION VERTICALLY FROM FINISH FLOOR TO TOP OF DEVICE. ALL LIGHT FIXTURES,
HVAC SUPPLY AND RETURN REGISTERS, SMOKE DETECTORS, AND OTHER CEILING MOUNTED DEVICES SHALL ALIGN WITH
EACH OTHER WITHIN A SPACE AND ADJACENT SPACES WHERE APPLICABLE. IF NEEDED, ADJUST / MODIFY FRAMING TO
OBTAIN PROPER ALIGNMENT. GENERAL CONTRACTOR AND SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND
PATCH/PAINT OF INAPPROPRIATELY PLACED DEVICES IF NOTICED IN A LATER STAGE OF CONSTRUCTION. CONTACT DESIGNER
WITH ANY DISCREPANCIES AT ROUGH-IN STAGE.
23.ALL NEW RECESSED LIGHT FIXTURES IN KITCHEN AND BATHROOM TO BE BY Liton.com (PH: 323/904.0200) MODEL
#LH276IC-A-2642 W/ LR99SW TRIM KIT. ALL HOUSING FIXTURES TO BE IC-RATED ON DIMMABLE SWITCH. RECESSED LIGHTS
IN SHOWER/TUB TO HAVE LR14 TRIM KIT (SHOWER TRIM W/ FROSTED GLASS DOME). (OR OWNER APPROVED EQUAL)
24.VERIFY ALL TRIM SELECTIONS FOR RECESSED LIGHTS W/ OWNER PRIOR TO ORDER.
25.
26.DO NOT SCALE PLANS
FLOOR PLAN NOTES
SMOKE ALARMS (R314.3):
SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
a)IN EACH SLEEPING ROOM.
b)OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM.
c)ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE
ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLING OR DWELLING
UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL
PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
d)ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL
ACTIVATE ALL ALARMS.
e)ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY
BACKUP.
f)APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE.
CARBON MONOXIDE ALARMS (R315.1.4) - ALARM REQUIREMENTS (LOCATION):
a)OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE IMMEDIATE VICINITY OF
THE BEDROOM(S).
b)ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
c)ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY
BACKUP.
d)ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL
ACTIVATE ALL ALARMS.
A)APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE
ELECTRICAL LEGEND
COLD WATER
FUEL GAS
GROUND FAULT
DUPLEX OUTLET
GROUND FAULT
WATERPROOF
DUPLEX OUTLET
220 VOLTS
DUPLEX OUTLET
ALARM
SMOKE DETECTOR/
STUB OUT
INTERRUPTER
INTERRUPTER
PAD
UNIT
COND.
FUEL GAS, AND
DEDICATED 110V OUTLET
WHERE MINI SPLIT OCCURS
DETECTOR/ ALARM
CARBON MONOXIDE
LIGHT COMBO.
EXHAUST FAN &
THREE WAY
ELECT SWITCH
ELECT SWITCH
LIGHT FIXTURE
UNDER CABINET
HIGH EFFICACY
VACANCY SENSOR
ELECT SWITCH
DOWNLIGHT
RECESSED
RECESSED
HIGH EFFICACY
DOWNLIGHT
HIGH EFFICACY
LIGHT FIXTURE
WALL MOUNTED
LIGHT FIXTURE
SURFACE MOUNT
(WITH BATTERY BACK-UP)
DOWNLIGHT
RECESSED
VAPOR PROOF
GF
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22
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GF
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WP
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SA
SA
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CONNECTION FINAL HOOK UP
DISCONNECT FOR A/C
DEDICATED POWER
SINGLE PHASE FUSEABLE
BY MECH. SUBCONTRACTOR
ELEC. METER
GAS METER
(VERIFY
LOCATION)
(VERIFY
LOCATION)
ARC-FAULT CIRCUIT
DUPLEX OUTLET
INTERRUPTER
COMBINATION SMOKE/
NTC
DIMMER
ELECT SWITCH
D
NETWORK (CAT 6),
TELEPHONE, AND
CABLE JACK
FOURPLEX RECEPT.
JUNCTION BOX
ELECTRICALJ
EXHAUST FAN
GF
I
BC BELOW COUNTER
DUPLEX OUTLET
HALF HOT
LIGHT FIXTURE
PENDANT
HIGH EFFICACY
WALL WASH
8 CAT 6 RJ-45 CABLES
FROM THE ATTIC TO
THE NTC FOR THE
SECURITY CAMERAS.
CO
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REGISTER CONFIRM COUNT
AND LOCATION WITH
CONTRACTOR IN FIELD
TV CABLE TV
J CEILING FAN /
LIGHT COMBO
HIGH EFFICACY
CONTRACTOR TO CONFIRM PRECISE
LOCATION ON SITE WITH OWNER,
COMPLYING WITH APPLICABLE CODE AND
SETBACK FROM PROPERTY LINES
GF
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AF
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COMBINATION ARC
FAULT / GROUND
FAULT INTERRUPTER
W/ MIN. CAPACITY OF 50 CFM.
(CAPABLE OF PROVIDING FIVE AIR
EXCHANGES PER HOUR, TYP.)
HIGH EFFICACY
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D3
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D2
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D2
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D2
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D2
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D2
18
D2
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D2
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D2
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D2
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D3
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D3
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D3
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GF
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GF
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(E)CONFIRM
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(E)CONFIRM
STRAPPING(E)CONFIRM
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(E)CONFIRM
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SHEET
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
DETAILS
SPECAPPLIANCE SPECIFICATIONS
ORIZABA
D1
SHEET
DRAWN BY
CHECKED BY
DATE
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CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
DETAILS
.
..
.
.
BOTTOM CHORD OR JOIST
ANCHOR W/ WASHER, .177
DIA. x 3" LONG, ICBO 2338
HILTI "DS" POWER DRIVEN
NON-BEARING PARTITION CONNECTION
2x STUDS PER
FRAMING PLAN
FIREBLOCK AT MID-
TITION EXCEEDS 10'
HEIGHT WHEN PAR-
P.T.D.F. MUDSILL
PARALLEL
BOTTOM CHORD OR JOIST
SIMPSON STC TRUSS CLIP ANCHOR W/ WASHER, .177
HILTI "DS" POWER DRIVEN
DIA. x 3" LONG, ICBO 2338
PERPENDICULAR
1/2" MIN. CLEAR
HEIGHT WHEN PAR-
TITION EXCEEDS 10'
FIREBLOCK AT MID-
FRAMING PLAN
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2x STUDS PER
1/
2
"
STC TRUSS CLIP
2x4 MIN. AT 32"O/C
BOTTOM CHORD OR JOIST
1/
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1
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SHEET
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CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
UTILITY PLAN
WATER HEATER INSTALLATION
Installation Instructions:
Drain
Hot Water
Service Valve
Pressure Relief Valve
Cold Water
Service Valve
Water Outlet Water Inlet
SIDE VIEW
1.The HOT water service valve will have a red drain valve lever handle and a 3/4” threaded outlet for the pressure relief
valve. Install the included pressure relief valve using Teflon® tape into the 3/4” threads adjacent to the drain valve lever
handle.
2.Loosen the union assembly on the valve and connect the 3/4“ fitting to the hot water outlet of the heater using Teflon®
tape.
3.Tighten the union assembly to service valve making sure that the union nut is securely connected to the fitting and that the
rubber o-ring is securely in place.
4.The COLD water service valve will have a blue drain valve lever handle. Loosen the union assembly from the valve and
connect the 3/4” fitting to the cold water inlet of the heater using Teflon® tape.
5.Tighten the union assembly on the valve making sure that the union nut is securely connected to the fitting and that the
rubber o-ring is securely in place.
6.Connect the COLD water service valve to the cold water supply piping.
7.Connect the HOT water service valve to the hot water supply piping.
8.The drain valve lever handles should be in the closed position (lever perpendicular to the drain portion of the body) during
normal operation. Do not rely on the drain cap to stop the water from draining. Always remove the drain caps slowly to
ensure that no pressure exists.
.
1 NTS
WATER HEATER INSTALLATION
2 NTS
FAU INSTALLATION
6
.
6 NTS
GENERAL NOTES .
7 - NOTES
.
..
.
.
D3
SHEET
DRAWN BY
CHECKED BY
DATE
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CALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATIONCALIFORNIA COUNCIL FORINTERIOR DESIGN CERTIFICATION
CERTIFIED INTERIOR DESIGNER
EXPIRES 9-19-24 CID# 6345
ERIK JORDAN
MAJOR
RENOVATION
DETAILS
3 NTS
TYPICAL ON LOT SEWER 2 NTS
TYPICAL PLUMBING AND WASTE 1 NTS
KITCHEN REQUIRED CIRCUITS
4 NTS
RESTROOM REQUIREMENTS
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DRAINAGE - LID