HomeMy WebLinkAbout421 Magellan Revised Plans_0714 2DATE:
SCALE:
DRAWN:
JOB NO.
SHEET NO.
3096 PARKWAY CIR,
EL MONTE, CA 91732
TEL (626) 540-7070
PROJECT:
THESE DRAWINGS AND SPECIFICATIONS
AND IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL
REMAIN THE PROPERTY OF
EUPHORIA DESIGN HOUSE
AND NO PART THEREOF SHALL BE COPIED,
DISCLOSED TO OTHERS OR USED IN
CONNECTION WITH ANY WORK OR
PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN
PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF ACTION DESIGN &
CONSTRUCTION, VISUAL CONTACT WITH
THESE DRAWINGS AND SPECIFICATIONS
SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF THESE RESTRICTIONS.
WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, AND THIS OFFICE
MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS. SHOP
DETAIL MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW BEFORE PROCEEDING
WITH THE FABRICATION.
AS SHOWN
REVISIONS BY
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ARCADIA ADU
P.N.
421 MAGELLAN RD.,
ARCADIA, CA 91007
11/5/2021
2021001
CLIENT CONFIRMS SIGNATURE
DATE
CHAPTER 3 GREEN BUILDING
T-2.0
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1.SECTION 301 GENERAL
301.1 SCOPE.
Buildings shall be designed to include the green building measures specified
as mandatory in the application checklists contained in this code. Voluntary
green building measures are also included in the application checklists and
may be included in the design and construction of structures covered by this
code, but are not required unless adopted by a city, county, or city and county
as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD]
The mandatory provisions of Chapter 4 shall be applied to additions or
alterations of existing residential buildings where the addition or alteration
increases the building's conditioned area, volume, or size. The requirements
shall apply only to and/or within the specific area of the addition or alteration.
Note: On and after January 1, 2014, residential buildings undergoing
permitted alterations, additions, or improvements shall replace noncompliant
plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture
replacement is required prior to issuance of a certificate of final completion,
certificate of occupancy or final permit approval by the local building
department. See Civil Code Section 1101.1, et seq., for the definition of a
noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD]
The provisions of 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.
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
CHAPTER 4 RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
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, 4.106.4.2, or 4.106.4.3 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 commercial power supply.
1.2 Where there is evidence substantiating that meeting the requirements will
alter the local utility infrastructure design requirements on the utility side of
the meter so as to increase the utility side cost to the homeowner or the
developer by more than $400.00 per dwelling unit.
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
abinet, box or other enclosure in close proximity to the proposed location of
an EV charger. Raceways are required to be continuous at enclosed,
inaccessible or concealed areas and spaces. The service panel and/or
subpanel shall provide capacity to install a 40-ampere minimum dedicated
branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall
identify the overcurrent protective device space(s) reserved for future EV
charging as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE".
4.106.4.2 New multifamily dwellings. If residential parking is available, 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 EVSE. Calculations for the required
number of EV spaces shall be rounded up to the nearest whole number.
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.
4.106.4.2.1 Electric vehicle charging space (EV space) locations.
Construction documents shall indicate the location of proposed EV spaces.
Where common use parking is provided at least one EV space shall be
located in the common use parking area and shall be available for use by all
residents.
4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers
are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply
with at least one of the following options:
1.The EV space shall be located adjacent to an accessible parking space
meeting the requirements of the California Building Code, Chapter 11A, to
allow use of the EV charger from the accessible parking space.
2.The EV space shall be located on an accessible route, as defined in the
California Building Code, Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in
compliance with the California Building Code, Chapter 11B, are not required
to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3.
Note: Electric Vehicle charging stations serving public housing are required to
comply with the California Building Code, Chapter 11B.
4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV
space 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 EV spaces, but not less than one EV space, shall have
an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum
aisle shall be permitted provided the minimum width of the EV space is 12
feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit
vertical in 48 units horizontal (2.083 percent slope) in any direction.
4.106.4.2.3 Single EV space required. Install a listed raceway capable of
accommodating a 208/240- volt dedicated branch circuit. The raceway shall
not be less than trade size 1 (nominal 1-inch inside diameter). The raceway
shall originate at the main service or subpanel and shall terminate into a
listed cabinet, box or enclosure in close proximity to the proposed location of
the EV space. Construction documents shall identify the raceway termination
point. The service panel and/or subpanel shall provide capacity to install a
40-ampere minimum dedicated branch circuit and space(s) reserved to
permit installation of a branch circuit overcurrent protective device.
4.106.4.2.4 Multiple EV spaces required. Construction documents shall
indicate the raceway termination point and proposed location of future EV
spaces and EV chargers. Construction documents shall also provide
information on amperage of future EVSE, raceway method(s), wiring
schematics and electrical load calculations to verify that the electrical panel
service capacity and electrical system, including any on-site distribution
transformer(s), have sufficient capacity to simultaneously charge all EVs at all
required EV spaces at the full rated amperage of the EVSE. Plan design shall
be based upon a 40-ampere minimum branch circuit. 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.
4.106.4.2.5 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.
4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall
provide EV spaces capable of supporting future installation of EVSE. The
construction documents shall identify the location of the EV spaces.
Notes:
1.Construction documents are intended to demonstrate the project's
capability and capacity or facilitating future EV charging.
2.There is no requirement for EV spaces to be constructed or available until
EV chargers are installed for use.
TABLE 4.106.4.3.1 SPACES
0-9
10-25
26-50
51-75
76-100
101-150
151-200
201 and over
NUMBER OF REQUIRED EV SPACES
0
1
2
4
5
7
10
6 percent of total
4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV
spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486mm).
2.The minimum width of each EV space shall be 9 feet (2743mm)
4.106.4.3.3 Single EV space required. When a single EV space is required, the
EV space shall be designed in accordance with Section 4.106.4.2.3.
4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are
required, the EV spaces shall be designed in accordance with Section
4.106.4.2.4.
4.106.4.3.5 Identification. The service panels or sub-panels shall be identified
in accordance with Section 4.106.4.2.5.
4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section
4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall
comply with the accessibility provisions for the EV charging stations in the
California Building Code, Chapter 11B.
DIVISION 4.2 ENERGY EFFICIENCY
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 4.3 WATER EFFICIENCY AND CONSERVATION
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.
Plumbing fixtures (water closets and urinals) and fittings (faucets and
showerheads) shall comply with the 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 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.
4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing
fixtures and fittings shall be installed in accordance with the California
Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND
IS INCLUDED AS A CONVENIENCE FOR THE USER.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE
SHOWER HEADS
(RESIDENTIAL)
LAVATORY FAUCETS
(RESIDENTIAL)
LAVATORY FAUCETS IN
COMMON & PUBLIC USE AREAS
KITCHEN FAUCETS
METERING FAUCETS
WATER CLOSET
URINALS
FLOW RATE
1.8 GMP @ 80 PSI
MAX 1.2 GPM @ 60 PSI
MIN. 0.8 GPM @ 20 PSI
0.5 GPM @ 60 PSI
1.8 GPM @ 60 PSI
0.2 GAL/CYCLE
1.28 GAL/FLUSH
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/
DIVISION 4.4 MATERIAL CONSERVATION AND
RESOURCE EFFICIENCY
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 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.
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 4.5 ENVIRONMENTAL QUALITY
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of
air contaminants that are odorous, irritating and/or harmful to the comfort and
well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for
reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard,
panel substrates and door cores, not including furniture, fixtures and
equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood
plywood, particleboard and medium density fiberboard. "Composite wood
products" does not include hardboard, structural plywood, structural panels,
structural composite lumber, oriented strand board, glued laminated timber,
prefabricated wood I-joists or finger-jointed lumber, all as specified in
California Code of regulations (CCR), title 17, Section 93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion
system that draws all air for combustion from the outside atmosphere and
discharges all flue gases to the outside atmosphere.
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.
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY
MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)
4.106.4.3.1 Number of required EV spaces. The number of required EV
spaces shall be based on the total number of parking spaces provided for all
types of parking facilities in accordance with Table 4.106.4.3.1. Calculations
for the required number of EV spaces shall be rounded up to the
nearest whole number.
DATE:
SCALE:
DRAWN:
JOB NO.
SHEET NO.
3096 PARKWAY CIR,
EL MONTE, CA 91732
TEL (626) 540-7070
PROJECT:
THESE DRAWINGS AND SPECIFICATIONS
AND IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL
REMAIN THE PROPERTY OF
EUPHORIA DESIGN HOUSE
AND NO PART THEREOF SHALL BE COPIED,
DISCLOSED TO OTHERS OR USED IN
CONNECTION WITH ANY WORK OR
PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN
PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF ACTION DESIGN &
CONSTRUCTION, VISUAL CONTACT WITH
THESE DRAWINGS AND SPECIFICATIONS
SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF THESE RESTRICTIONS.
WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, AND THIS OFFICE
MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS. SHOP
DETAIL MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW BEFORE PROCEEDING
WITH THE FABRICATION.
AS SHOWN
REVISIONS BY
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ARCADIA ADU
P.N.
421 MAGELLAN RD.,
ARCADIA, CA 91007
11/5/2021
2021001
CLIENT CONFIRMS SIGNATURE
DATE
T-3.0
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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 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.
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY
MEASURES, SHEET 2 (January 2020, Includes August 2019 Supplement)
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS
INDOOR CARPET ADHESIVES
CARPET PAD ADHESIVES
OUTDOOR CARPET ADHESIVES
WOOD FLOORING ADHESIVES
RUBBER FLOOR ADHESIVES
SUBFLOOR ADHESIVES
CERAMIC TILE ADHESIVES
VCT & ASPHALT TILE ADHESIVES
DRYWALL & PANEL ADHESIVES
COVE BASE ADHESIVES
MULTIPURPOSE CONSTRUCTION ADHESIVE
STRUCTURAL GLAZING ADHESIVES
SINGLE-PLY ROOF MEMBRANE ADHESIVES
OTHER ADHESIVES NOT LISTED
SPECIALTY APPLICATIONS
PVC WELDING
CPVC WELDING
ABS WELDING
PLASTIC CEMENT WELDING
ADHESIVE PRIMER FOR PLASTIC
CONTACT ADHESIVE
SPECIAL PURPOSE CONTACT ADHESIVE
STRUCTURAL WOOD MEMBER ADHESIVE
TOP & TRIM ADHESIVE
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
PLASTIC FOAMS
POROUS MATERIAL (EXCEPT WOOD)
WOOD
FIBERGLASS
VOC LIMIT
50
50
150
100
60
50
65
50
50
50
70
100
250
50
510
490
325
250
550
80
250
140
250
30
50
50
30
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
ARCHITECTURAL
MARINE DECK
NONMEMBRANE ROOF
ROADWAY
SINGLE-PLY ROOF MEMBRANE
OTHER
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS
POROUS
MODIFIED BITUMINOUS
MARINE DECK
OTHER
VOC LIMIT
250
760
300
250
450
420
250
775
500
760
750
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY
FLAT COATINGS
NON-FLAT COATINGS
NONFLAT-HIGH GLOSS COATINGS
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
BASEMENT SPECIALTY COATINGS
BITUMINOUS ROOF COATINGS
BITUMINOUS ROOF PRIMERS
BOND BREAKERS
CONCRETE CURING COMPOUNDS
CONCRETE/MASONRY SEALERS
DRIVEWAY SEALERS
DRY FOG COATINGS
FAUX FINISHING COATINGS
FIRE RESISTIVE COATINGS
FLOOR COATINGS
FORM-RELEASE COMPOUNDS
GRAPHIC ARTS COATINGS (SIGN PAINTS)
HIGH TEMPERATURE COATINGS
INDUSTRIAL MAINTENANCE COATINGS
LOW SOLIDS COATINGS1
MAGNESITE CEMENT COATINGS
MASTIC TEXTURE COATINGS
METALLIC PIGMENTED COATINGS
MULTICOLOR COATINGS
PRETREATMENT WASH PRIMERS
PRIMERS, SEALERS, & UNDERCOATERS
REACTIVE PENETRATING SEALERS
RECYCLED COATINGS
ROOF COATINGS
RUST PREVENTATIVE COATINGS
SHELLACS
CLEAR
OPAQUE
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS
STAINS
STONE CONSOLIDANTS
SWIMMING POOL COATINGS
TRAFFIC MARKING COATINGS
TUB & TILE REFINISH COATINGS
WATERPROOFING MEMBRANES
WOOD COATINGS5
WOOD PRESERVATIVES
ZINC-RICH PRIMERS
VOC LIMIT
50
100
150
400
400
50
350
350
350
100
50
150
350
350
100
250
500
420
250
120
450
100
500
250
420
100
350
250
50
250
730
550
250
450
340
100
420
250
275
350
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.
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT
HARDWOOD PLYWOOD VENEER CORE
HARDWOOD PLYWOOD COMPOSITE CORE5
PARTICLE BOARD
MEDIUM DENSITY FIBERBOARD
THIN MEDIUM DENSITY FIBERBOARD2
VOC LIMIT
0.05
0.05
0.09
0.11
0.13
100
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).
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall
meet the testing and product requirements of at least one of the following:
1.Carpet and Rug Institute's Green Label Plus Program.
2.California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources
Using Environmental Chambers" Version 1.1, February 2010 (also known as
Specification 01350).
3.NSF/ANSI 140 at the Gold level.
4.Scientific Certifications Systems Indoor AdvantageTM Gold.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior
shall meet the requirements of the Carpet and Rug Institute's Green Label
program.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of
Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed ,
at least 80% of floor area receiving resilient flooring shall comply with one or
more of the following:
1.Products compliant with the California Department of Public Health,
"Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.1, February 2010 (also known as Specification 01350), certified as
a CHPS Low-Emitting Material in the Collaborative for High Performance
Schools (CHPS) High Performance Products Database.
2. Products certified under UL GREENGUARD Gold (formerly the
Greenguard Children & Schools program).
3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore
program.
4. Meet the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers", Version 1.1, February 2010 (also
known as Specification 01350).
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard
and medium density fiberboard composite wood products used on the interior
or exterior of the buildings shall meet the requirements for formaldehyde as
specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR
93120 et seq.), by or before the dates specified in those sections, as shown
in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be
provided as requested by the enforcing agency. Documentation shall include
at least one of the following:
1.Product certifications and specifications.
2.Chain of custody certifications.
3.Product labeled and invoiced as meeting the Composite Wood Products
regulation (see CCR, Title 17, Section 93120, et seq.).
4.Exterior grade products marked as meeting the PS-1 or PS-2 standards of
the Engineered Wood Association, the Australian AS/NZS 2269, European
636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA
0325 standards.
5. Other methods acceptable to the enforcing agency.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California
Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations
required to have a vapor retarder by California Building Code, Chapter 19, or
concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with
at least one of the following:
1.A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean
aggregate shall be provided with a vapor barrier in direct contact with
concrete and a concrete mix design, which will address bleeding, shrinkage,
and curling, shall be used. For additional information, see American Concrete
Institute, ACI 302.2R-06.
2.Other equivalent methods approved by the enforcing agency.
3.A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials
with visible signs of water damage shall not be installed. Wall and floor
framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the
following:
1.Moisture content shall be determined with either a probe-type or
contact-type moisture meter.Equivalent moisture verification methods may be
approved by the enforcing agency and shall satisfy requirements found in
Section 101.8 of this code.
2.Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219
mm) from the grade stamped end of each piece verified.
3.At least three random moisture readings shall be performed on wall and
floor framing with documentation acceptable to the enforcing agency provided
at the time of approval to enclose the wall and floor framing. Insulation
products which are visibly wet or have a high moisture content shall be
replaced or allowed to dry prior to enclosure in wall or floor cavities.
Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically
ventilated and shall comply with the following:
1.Fans shall be ENERGY STAR compliant and be ducted to terminate
outside the building.
2.Unless functioning as a component of a whole house ventilation system,
fans must be controlled by a humidity control.
a.Humidity controls shall be capable of adjustment between a relative
humidity range less than or equal to 50% to a maximum of 80%. A humidity
control may utilize manual or automatic means of adjustment.
b.A humidity control may be a separate component to the exhaust fan and is
not required to be integral (i.e., built-in)
Notes:
1.For the purposes of this section, a bathroom is a room which contains a
bathtub, shower or tub/shower combination.
2.Lighting integral to bathroom exhaust fans shall comply with the California
Energy Code.
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.
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). 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.
DATE:
SCALE:
DRAWN:
JOB NO.
SHEET NO.
3096 PARKWAY CIR,
EL MONTE, CA 91732
TEL (626) 540-7070
PROJECT:
THESE DRAWINGS AND SPECIFICATIONS
AND IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL
REMAIN THE PROPERTY OF
EUPHORIA DESIGN HOUSE
AND NO PART THEREOF SHALL BE COPIED,
DISCLOSED TO OTHERS OR USED IN
CONNECTION WITH ANY WORK OR
PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN
PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF ACTION DESIGN &
CONSTRUCTION, VISUAL CONTACT WITH
THESE DRAWINGS AND SPECIFICATIONS
SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF THESE RESTRICTIONS.
WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, AND THIS OFFICE
MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS. SHOP
DETAIL MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW BEFORE PROCEEDING
WITH THE FABRICATION.
AS SHOWN
REVISIONS BY
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ARCADIA ADU
P.N.
421 MAGELLAN RD.,
ARCADIA, CA 91007
11/5/2021
1 1ST HOA
COR.P.N.
2021001
CLIENT CONFIRMS SIGNATURE
DATE
A-4.1
EX
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ROOF PLAN NOTES
ROOF PLAN LEGEND
ROOF LINE
EXTERIOR WALL LINE BELOW
NEW AND ROOFED EXISTING CLASS A
ROOF TO BE MATCHED THE EXISTING
ROOF.
EXISTING ROOF PLAN
SCALE: 1/4"=1'-0"1
N
1. ROOF TILE NAILING SHALL BE PER THE MANUFACTURER'S
SPECIFICATIONS NET FREE AIR VALUES ARE BASED ON 26" X
19" 'O'HAGIN'S CLOAKED VENT TILE FLAT PROFILE' AND 14 IN. X
24 IN. GABLE END VENT # GLFF1424WH 'GIBRATAL BUILDING
PRODUCT'. GAF RIDGE VENT - RIGID VENT.
2. THE FASTENERS FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
1
R-21 INSULATION
R-38 INSULATION
5/8" GYP. BD
DRYWALL NAILING
BLOCKING
EXT.STUCCO O/
PAPER-BACKED METAL LATH
WD.SHEATHING WHERE
OCCURS. SEE SHEAR
WALL SCHEDULE
FASCIA BD.
E.N.
2 X FRIEZE BLOCK W/
SCREENED OPENING
EQUAL TO TOTAL 14 S.F.
A-35 @ 16" O.C.
B.N.
PLYWOOD
WATERPROOF MAMBRANE
(N) ROOFING OVER ONE
LAYER OF FELT 15#
5/8" GYP. BD
DRYWALL NAILING
BLOCKING
PER PLAN
1.75"MIN.CLR.
6"
1'-0"
HOLDOWN SSTB MIN.EMBEDMENT
HD2A SSTB16 12"
HD5A SSTB20 16"
HD6A SSTB28 24"
HD8A SSTB28 24"
SIMPSON SSTB
2X OR 3X6 P.T.
SILL PLATE
SOLID BLK'G OR
FLOOR JOISTS
FLOOR JOIST
WHERE OCCURS
B.N.
SIMPSON HOLDOWN
SHEAR WALL
CONTINUOUS
WOOD POST
2 #4 REBAR
CONT. CONC.
STEM WALL
FJ SOLID BLKG OR
FLOOR JOISTS
A-35 @16" O.C.
SIMPSON CNW
PLYWOOD SHEATHING
2X OR 3X SILL PL.
CONC. FOOTING
CONC. FOOTING
FIN. GRADE
CORROSION RESISTANT
3-1/2" WEEP SCREED (2"
ABOVE PAVED AREAS)
1/2" PLYWOOD, SEE
STRUCT. DWG.
EXT.PLASTER OVER TWO
LAYERS OF GRADE D PAPER
BACKED METAL LATH
CONC. FOUNDATION
2X STUDS @ 16" O.C.
8"
MI
N
.
#4 REBAR
2% SLOPE
SCALE:N.T.S
WEEP SCREED B
SCALE:N.T.S
GARAGE WALL & ROOF EAVE DETAIL A
SCALE:N.T.S
ADU FURRING WALL DETAIL C
SCALE:N.T.S
FOOTING & HOLD DOWN CONNECTION D
DATE:
SCALE:
DRAWN:
JOB NO.
SHEET NO.
3096 PARKWAY CIR,
EL MONTE, CA 91732
TEL (626) 540-7070
PROJECT:
THESE DRAWINGS AND SPECIFICATIONS
AND IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL
REMAIN THE PROPERTY OF
EUPHORIA DESIGN HOUSE
AND NO PART THEREOF SHALL BE COPIED,
DISCLOSED TO OTHERS OR USED IN
CONNECTION WITH ANY WORK OR
PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN
PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF ACTION DESIGN &
CONSTRUCTION, VISUAL CONTACT WITH
THESE DRAWINGS AND SPECIFICATIONS
SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF THESE RESTRICTIONS.
WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, AND THIS OFFICE
MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS. SHOP
DETAIL MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW BEFORE PROCEEDING
WITH THE FABRICATION.
AS SHOWN
REVISIONS BY
AR
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ARCADIA ADU
P.N.
421 MAGELLAN RD.,
ARCADIA, CA 91007
11/5/2021
1 1ST HOA
COR.P.N.
2021001
CLIENT CONFIRMS SIGNATURE
DATE
A-6.0
GA
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GARAGE SECTION
SCALE: N.T.S.
1
1