HomeMy WebLinkAbout410 E Virginia Ave - Plan410 E Virginia Ave
12/16/2024
COVER SHEET
BUILDING DATA
SHEET INDEX
GENERAL NOTES
2. PRIVATE LOT SWEEPING.
OWNER IS RESPONSIBLE TO PROVIDE PRIVATE LOT SWEEPING. THE TRASH
AREA MUST BE KEPT IN A CLEAN AND ORDERLY CONDITION THROUGH A
REGULAR PROGRAM OF SWEEPING AND LITTER CONTROL AND IMMEDIATE
CLEANUP OF SPILLS AND BROKEN CONTAINERS. STREET SWEEPING SHALL
BE MAINTAINED ON A REGULAR BASIS. THE PRIVATE LOT SHALL BE
INSPECTED AND CLEARED DURING CONSTRUCTION UP TO COMPLETION. IT IS
NECESSARY THAT THE STREET BE SWEPT PRIOR TO THE STORM SEASON,
COMMENCING ON OCTOBER 15TH OF THE YEAR.
1. COMMON AREA LITTER CONTROL
BMP. NOTES
OWNER WILL IMPLEMENT TRASH MANAGEMENT AND LITTER CONTROL
PROCEDURES ON THE SITE AIMED AT REDUCING POLLUTION OF
DRAINAGE WATER. THE OWNER MAY CONTRACT WITH A LANDSCAPE
MAINTENANCE FIRMS TO PROVIDE THIS SERVICE DURING REGULARLY
SCHEDULED MAINTENANCE. IT WILL CONSIST OF LITTER PATROL AND
EMPTYING OF TRASH RECEPTACLES.
THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS
PROHIBITED. 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.
A.
B.
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL
BUILDING CODES, CITY, COUNTY AND STATE CURRENTLY ADOPTED 2022 CBC
w/AMENDMENTS.
1.
THE TOILET COMPARTMENT SHALL MIN. 30" CLEAR WIDTH AND 24" MIN.
CLEARANCE IN FRONT.
NO COVERING OF ROOF DIAPHRAGM NAILING PRIOR TO INSPECTION
APPROVAL FROM THE BLDG. PROFESSIONAL INSPECTOR.
FOR ALL ROOMS RECEPTACLES REQUIRE ARC-FAULT CURRENT INTERRUPTER
SHALL COMPLY TO (NEC 210.12).
ALL EXTERIOR GLAZED PANEL IN DOOR & WINDOWS SHALL BE DOUBLE
GLAZED ASSEMBLIES.MIN. 0.4U VALUE & 0.3 SHGC PER TITLE 24
CALCULATION.ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER
PRODUCT SAFETY COMMISSION. MANUFACTURERS TO SUPPLY CERTIFICATE OF
COMPLIANCE TO THE OWNER.
ALL WOOD BASED SHEATHING SHALL BE APPLIED OVER BY TWO LAYERS OF
GRADE D PAPER.
WALL PANELS OF BATH TUB SHALL BE LAMINATED, FULLY TEMPERED GLASS.
10.
11.
2
4.
5.
6.
8.
7.
THE BUILDING SHALL HAVE TOILETS WHICH USE NO MORE THAN 1.2 GALLONS
PER FLUSH.
SHOWERS AND SHOWER-TUBS SHALL BE PROVIDED WITH INDIVIDUAL
CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR
COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT
PROVIDE SCALD AND THERMAL SHOCK PROTECTION.
NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL
IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE
LOWER 1/3 OF THE TANK.THE LOWER POINT SHALL BE A MINIMUM OF 4
INCHES ABOVE THE CONTROLS.
ABS PIPING INSTALLATIONS SHALL BE LIMITER TO STRUTURES NOT EXCEEDING
TWO STORIES IN HEIGHT.
DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE 2022 CALIFORNIA
MECHANICAL CODE.
12.
13.
14
16.
17.
3.
SHOWER TO BE ABLE TO ENCOMPASS A 30" IN DIAM. CIRCLE AND PROVIDE A MIN.
OF 1024 SQUARE INCHES IN AREA. ALSO DOOR PROVIDE A MIN. OF 22" CLEAR
ACCESS INTO.
9.
SHOWERS AND WALLS ABOVE BATHTUBS WITH SHOWER HEADS SHALL BE FINISHED
WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72"
ABOVE THE DRAIN INLET.(CBC 1210.3)
NEW AND EXISTING SMOKE DETECTORS SHALL COMPLY TO CBC 907.2.11.1.
TANK LESS WATER HEATERS SHALL BE NATIONALLY LISTED AND BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS THAT WERE APPROVED AS
PART OF THEIR LISTING. THE GAS PIPING SERVING THIS APPLIANCE MUST BE SIZED
IN COMPLIANCE WITH THE WATER HEATER'S LISTED INSTALLATION INSTRUCTIONS
AND THE 2022 CALIFORNIA PLUMBING CODE.
15.
18.
ALL STATIONARY NOISE-GENERATING EQUIPMENT SHALL BE LOCATED AS
FAR AWAY AS POSSIBLE FROM NEIGHBORING PROPERTY LINES.
ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND OPERATED ACCORDING
TO MANUFACTURER'S MAINTENANCE SCHEDULES AND TO MINIMIZE NOISE AND
EXHAUST EMISSIONS (PARTICULARLY NITROGEN OXIDES).
19.
20.
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,
PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,
ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED
ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR
ADDITIONAL EXPENSES.
WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS.
21.
BUILDING DATA
BUILDING CODE:
STRUCTURAL:
PROVIDE PORTABLE TOILET AND HAND WASH STATION PER OSHA REGULATIONS.22.
THE SB407 PLUMBING FIXTURE VERIFICATION FORM SHALL BE COMPLETE AND
PROVIDE TO THE BUILDING DEPARTMENT PRIOR TO FINAL APPROVED OF THE
PROJECT .
23.
SPECIAL INSPECTOR SHALL REGISTER WITH THE CITY.24.
EXTERIOR LATH: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD
BASE SHEATHING. (CRC R703.6.3 , CBC 2510.6)
25.
THE SB407 PLUMBING FIXTURE VERIFICATION FROM SHALL BE COMPLETED AND
PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL APPROVAL OF THE
PROJECT .
26.
DESIGN SHALL COMPLY WITH THE 2019 CBC, CMC, CPC, CRC AND CEC AS
AMENDED BY CITY ORDINANCE AND THE 2022TITLE 24 ENERGY REGULATIONS .
PROVIDE PORTABLE TOILET AND HAND WASH STATION PER OSHA REGULATIONS
OR CONSTRUCTION WORKERS CAN USE THE RESTROOM INSIDE THE HOUSE .
27.
28.
SHEET INDEX
ARCHITECTURAL
VICINITY MAP
STRUCTURAL
NOTE:
CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND
SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER
INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE
COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE
REPORTED TO THE ARCHITECT AT ONCE.
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
ARCHITECTURAL:
TEAM MEMBERS
1
2
2
BLDG # 101120868
APPROVALS
BLDG- CSG Consultants
PLNG- FArias
410 E Virginia Ave
12/16/2024
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PROPERTY LINE 85'
PROPERTY LINE 85'
EXISTING LANDSCAPE
NO CHANGE
EXISTING LANDSCAPEEXISTING LANDSCAPE
EXISTING CONCRETE
EXISTING CONCRETE
DRIVE WAY
EXISTING ROOF
NO CHANGE
VIRGINA AVE
SIDE WALKSIDE WALK
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GAS GAS GAS
SYMBOL LEGEND
GAS
SITE PLAN
SCALE: 1/4"= 1'-0"
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
410 E Virginia Ave
12/16/2024
1"
1"
1"
6"
(E) M.BEDROOM
(E) BEDROOM#2
(E) BEDROOM#1
(E) FAMILY ROOM
(E) DINNING
(E) LIVING ROOM (E) GARAGE
(E) KITCHEN
(E) BATH (E)
LAUNDRY
(E) M.BATH
SYMBOL LEGEND
(E) GARAGE
1"
’
EXISTING FLOOR PLAN
SCALE: 1/4"= 1'-0"
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
1
2
410 E Virginia Ave
12/16/2024
EXISTING SECTION
EXISTING ELEVATION
SCALE: 1/4"= 1'-0"
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
SCALE: 1/4"= 1'-0"
410 E Virginia Ave
12/16/2024
1"
1"
1"
6"
1"
(E) M.BEDROOM
(E) BEDROOM#2
(E) BEDROOM#1
(E) FAMILY ROOM
(E) DINNING
(E) LIVING ROOM (E) GARAGE
(N) KITCHEN
(E) BATH
(N) M.BATH
NEW` FLOOR PLAN
SYMBOL LEGEND
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’’
’
NEW FLOOR PLAN
SCALE: 1/4"= 1'-0"
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
2
2
1
2
410 E Virginia Ave
12/16/2024
410 E Virginia Ave
12/16/2024
6"
NEW SCHEMATIC
ELECTRICAL PLAN
SCALE: 1/4"= 1'-0"
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
410 E Virginia Ave
12/16/2024
02-S-1
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410 E Virginia Ave
12/16/2024
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410 E Virginia Ave
12/16/2024
410 E Virginia Ave
12/16/2024
410 E Virginia Ave
12/16/2024
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.
CALIFORNIA GREEN
BUILDING STANDARD
CODE
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
410 E Virginia Ave
12/16/2024
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.)
CALIFORNIA GREEN
BUILDING STANDARD
CODE
Revisions
Drawing Title
Date: 08/23/2024
Aqx Job No: 2024-024
Drawing No.
Drawn: T.P.
PROJECT
PRIVATE
RESIDENCE
DESIGN STUDIO
410 E VIRGINIA AVE,
SANTA ANA,
CALIFORNIA 92706
410 E Virginia Ave
12/16/2024
STRUCTURAL CALCULATIONS
for
PRIVATE RESIDENCE
AQX ENGINEERING
1520 Brookhollow, Suite #45, Santa Ana, CA 92705
Tel: (714) 662 0510 Fax: (714) 662 0559
410 E Virginia Ave
Santa Ana, CA 92706
2024-024
8/21/2024
410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
Dead Loads:
Roofing 6.0 psf
1/2" plywood 1.5 psf
Roof framing and Ceiling 5.5 psf 3.0
Insulation 1.0 psf 1.0
Miscellaneous 2.0 psf
Subtotal:16.0 psf
use 16.0 psf
Live Loads:
20 psf
Dead Loads:
Floor finish 2.0 psf
3/4" plywood 3.8 psf
Framing and Ceiling 5.8 psf 3.0
MEP psf
Miscellaneous 2.0 psf
Subtotal:13.6 psf 1.5
use 14.0 psf
Live Loads:
Living Area 40 psf
Deck 60 psf
Dead Loads:
Exterior Wall 15.0 psf
Interior Wall 9.0 psf
410 E Virginia Ave , Santa Ana , CA 92706 L.L.8/21/2024
Design Load at Roof
PRIVATE RESIDENCE 2024-024
Design Load for Wall
Design Load at Roof Deck/Floor
1 410 E Virginia Ave
12/16/2024
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
410 E Virginia Ave, Santa Ana, CA 92706, USA
Latitude, Longitude: 33.7714217, -117.8634284
Date 8/21/2024, 5:53:37 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.331 MCER ground motion. (for 0.2 second period)
S1 0.474 MCER ground motion. (for 1.0s period)
SMS 1.597 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value
SDS 1.065 Numeric seismic design value at 0.2 second SA
SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second
PGA 0.56 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.672 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.331 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.432 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.551 Factored deterministic acceleration value. (0.2 second)
S1RT 0.474 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.512 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.6 Factored deterministic acceleration value. (1.0 second)
PGAd 0.642 Factored deterministic acceleration value. (Peak Ground Acceleration)
PGAUH 0.56 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.93 Mapped value of the risk coefficient at short periods
CR1 0.925 Mapped value of the risk coefficient at a period of 1 s
CV 1.366 Vertical coefficient
2 410 E Virginia Ave
12/16/2024
DISCLAIMER
While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented
in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed
professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to
substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all
liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site
described by latitude/longitude location in the search results of this website.
3 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
v.1.5
Seismic Loads (Equivalent Lateral Force Procedure)
Site Class:D (ASCE 7-16 Table 20.3-1)
Risk Category:II (ASCE 7-16 Table 1.5-1)
SS =1.331 g
S1 =0.474 g
Fa =1.2 (ASCE Table 11.4-1)
Fv =1.8 (ASCE Table 11.4-2)
SMS = FaSs =1.597 g (CBC2022 Equation 16-37)
SM1 = FvS1 =0.853 g (CBC2022 Equation 16-38)
SDS=2/3SMS=1.065 g D
SD1=2/3SM1=0.569 g D
(CBC2022 Equation 16-39&Equation 16-40&Table 1613.2.5(1))
Ct =0.02 All Other Structural Systems (ASCE7-16 Table12.8-2)
x = 0.75 All Other Structural Systems (ASCE7-16 Table12.8-2)
hn =11.5 ft
T = Cthn
x =0.125 s (ASCE7-16 Equation 12.8-7)
TL =8 s (ASCE7-16 Figure 22-12)
R = 6.5 (ASCE 7-16 Table 12.2-1)
Ie =1 (ASCE 7-16 Table 1.5-2)
CS Max =0.701 g (ASCE7-16 Equation 12.8-3 &12.8-4)
CS Min =0.047 g (ASCE7-16 Equation 12.8-5 &12.8-6)
Cs=SDS/(R/Ie)=0.164 g (ASCE7-16 Equation 12.8-2)
V = CsW =0.164 W (ASCE7-16 Equation 12.8-1)
V = 0.7V = 0.115 W Allowable Stress Design (ASCE7-16 2.4.1)
r =1.3 (ASCE 7-16 12.3.4)
V= rV =0.149 W
Approximate Fundamental Period:
Latitude, Longitude:
Basic Information:
Mapped Accelration Paramters:
Adjusted Maximum Considered Earthquake Spectral Response Acceleration:
Design Spectral Response Acceleration Parameters:
Seismic Design Category:
Seismic Design Category:
PRIVATE RESIDENCE
STIFF SOIL
2024-024
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Seismic and Wind Design Criteria
8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706
Seismic Response Coefficient:
Seismic Base Shear
Satisfied
T <= TL
S1 < 0.6g
4 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
PRIVATE RESIDENCE 2024-024
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Seismic and Wind Design Criteria
8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706
Wind Loads (Enclosed Simple Diaphragm Low-rise Buildings)
95 mph (ASCE7-16 Figure 26.5)
C (ASCE 7-16 26.7.3)
Yes
8 ft
2.5 /12 11.768 Degree
4.06 ft
Simplified Design Wind Pressure, Ps30 (psf)(ASCE 7-16 Figure 28.6-1)
Zone A = 16.1 psf
Zone B = -6.7 psf Notation:
Zone C = 10.7 psf 3.9 ft Minimum Load Requirement
Zone D = -3.9 psf 6 ft Zone A = 16 psf
Zone E =-24.1 psf 1.56 ft Zone B =8 psf
Zone F = -10.5 psf 3.9 ft Zone C = 16 psf
Zone G =-18.8 psf 7.8 ft Zone D =8 psf
Zone H = -8.1 psf Zone E = 0 psf
For Case B, use q =0 Zone F = 0 psf
Zone G = 0 psf
Zone H = 0 psf
15 ft
1.21 (ASCE 7-16 Figure 28.6-1)
Kzt =1.0 (ASCE 7-16 26.8.2 & Figure 26.8-1)
Adjusted Design Wind Pressure, ps = lKztps30 (ASCE 7-16 Equation 28.6-1 & 28.6.4)
Zone A = 19.48 psf
Zone B =8 psf
Zone C = 16 psf
Zone D =8 psf
Zone E =0 psf
Zone F =0 psf
Zone G =0 psf
Zone H =0 psf
Exposure Categories:
Mean Roof Height =
Adjustment Factor, l=
Roof Pitch:
Roof Height Above Eave:
10% of W or L:
0.4h:
4% of W or L:
a =
2a =
Eave Height:
Eave Overhangs:
Design Wind Load Speed:
5 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
PRIVATE RESIDENCE 2024-024
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Seismic and Wind Design Criteria
8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706
Seismic Load Vertical Distribution
0.149
8 ft
1 (ASCE 7-16 12.8.3)
Wall Length Width Weight wx
ft ft psf lbs
Floor Exterior Wall 231 8 15 27720
Interior Wall 132 8 9 9504
-0 0 0 0
-0 0 0 0
37224
2nd Floor Exterior Wall 120 8 15 14400
Interior Wall 0 8 9 0
-0 0 0 0
-0 0 0 0
14400
3rd Floor Exterior Wall 0 0 0 0
Interior Wall 0 0 0 0
-0 0 0 0
-0 0 0 0
0
Roof:Length Width Weight wx
ft ft psf lbs
Roof 78.5 41 16 51496
-0 0 0 0
-0 0 0 0
51496
3rd Floor Length Width Weight wx
ft ft psf lbs
Floor 0 0 0 0
-0 0 0 0
-0 0 0 0
0
Exponentm, k =
Base Shear Ratio =
Roof to Foundation Height =
6 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
PRIVATE RESIDENCE 2024-024
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Seismic and Wind Design Criteria
8/21/2024L.L.410 E Virginia Ave , Santa Ana , CA 92706
2nd Floor Length Width Weight wx
ft ft psf lbs
Floor 0 0 14 0
-0 0 0 0
-0 0 0 0
0
Level hx wi wihx
k Cvx Fx
ft lbs lbs-ft lbs wi = WFloor/Roof + S (WWall /2)
Roof 8 70108 560864 1.000 10451 Cvx = Wihx
k / S (Wihx
k)
3rd Floor N/A N/A N/A N/A N/A
2nd Floor N/A N/A N/A N/A N/A
70108 560864 1 10451
(ASCE 7-16 Equation 12.8-11 & 12.8-12)
Story Shear
10451 lbsRoof
7 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
v.1.5
Along Longitudinal Direction (Along Roof Ridge or Left to Right Direction )
Seimic Forces:
Roof
Wind Load:
Roof
Zone A Zone C
17.3 16.0
3.9 35.1
4.4 6.0
297.3 3387.15
3684.5 lbs (ASCE 7-16 29.8)
90 plf
54 plf
Zone A Zone C Zone A Zone C
17.303 16 17.303 16
N/A N/A N/A N/A
N/A N/A N/A N/A
#VALUE! #VALUE!#VALUE! #######
#VALUE! lbs #VALUE! lbs
#VALUE! plf N/A plf
#VALUE! plf #VALUE! plf
Governing Forces:
255 plf
Wind Pressure (psf):
Tributary Width (ft):
Seismic Load Governs
Tributary Height (ft):
Wind Force (lbs):
Total Wind Force:
Distributed Wind Force:
ASD Total Wind Force:
Distributed Wind Force:
ASD Total Wind Force:
Tributary Height (ft):
Wind Force (lbs):
Total Wind Force:
ASD Total Wind Force:
Wind Pressure (psf):
Tributary Width (ft):
Tributary Height (ft):
Wind Force (lbs):
Total Wind Force:
Distributed Wind Force:
Roof Level Governing Lateral Load =
Wind Pressure (psf):
Tributary Width (ft):
410 E Virginia Ave , Santa Ana , CA 92706 L.L.8/21/2024
Seismic and Wind Design - Lateral Force
PRIVATE RESIDENCE 2024-024
255
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Story Shear
10451
lbs
Distributed Length
ft
41
Distributed Shear Force
plf
8 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:410 E Virginia Ave , Santa Ana , CA 92706 L.L.8/21/2024
Seismic and Wind Design - Lateral Force
PRIVATE RESIDENCE 2024-024
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
v.1.5
Seimic Forces:
Roof
Wind Load:
Roof
Zone A Zone B Zone C Zone D
19.5 8.0 16.0 8.0
7.8 7.8 68.7 68.7
4.0 4.1 4.0 4.1
607.8 253.5 4396.8 2232.8
9868.5 lbs (ASCE 7-16 29.8)
126 plf
76 plf
Zone A Zone C Zone A Zone C
19.5 16.0 19.5 16
N/A N/A N/A N/A
N/A N/A N/A N/A
#VALUE! #VALUE!#VALUE! #######
#VALUE! lbs #VALUE! lbs
N/A plf N/A plf
#VALUE! plf #VALUE! plf
Governing Forces:
134 plf
Total Wind Force:
Distributed Wind Force:
ASD Total Wind Force:
Wind Pressure (psf):
Tributary Width (ft):
Tributary Height (ft):
Wind Force (lbs):
Roof Level Governing Lateral Load =Seismic Load Governs
Total Wind Force:
Total Wind Force:
Distributed Wind Force:
ASD Total Wind Force:
Story Shear Distributed Length
10451
lbs
Along Transverse Direction (Opposite Roof Ridge or Up to Down Direction)
ft
Distributed Shear Force
plf
13478.5
Distributed Wind Force:
Wind Pressure (psf):
Tributary Width (ft):
ASD Total Wind Force:
Wind Pressure (psf):
Tributary Width (ft):
Tributary Height (ft):
Wind Force (lbs):
Tributary Height (ft):
Wind Force (lbs):
9 410 E Virginia Ave
12/16/2024
JOB NAME:JOB NO:SHEET NO:
ADDRESS:ENGINEER:DATE:
v.1.5
SW-A (R)
Left
9.6 ft Half way to (E)SW
134.0 plf
878.5 lbf 28 /41= 68%
Right
10.0 ft Half way to (E)SW
134.0 plf
719.0 lbf 22 /41= 54%
1597.5 lbf H/LSW=1.00 OK
8.0 ft
200.0 plf Use:280 lbs 0.71 OK
Holdown
Wall Length =8.0 ft 0 lbs
Wall height = 8.0 ft
UpLift = 1707.0 lbf Use:1845 lbs 0.93 OK
Use Hardy Frame (2)2490 lbs 0.64 OK
Along Transverse Direction (Opposite Roof Ridge or Up to Down Direction)
HDU8 EPOXY
HFX-12X78 STD
Uplift From Upper Level
10(280)
8/21/2024
Seismic and Wind Design - Shear Wall Design(L)
Per 2022 California Building Code, Chapter 16 and ASCE 7-16
Tributary Width =
Lateral Load =
Lateral Force =Reduce tributary ratio =
Total Lateral Force =
Total Shear Wall Length =
Tributary Width =
Lateral Load =
Lateral Force =Reduce tributary ratio =
PRIVATE RESIDENCE 2024-024
410 E Virginia Ave , Santa Ana , CA 92706 L.L.
Shear Force per feet =
10 410 E Virginia Ave
12/16/2024
Wood Beam
LIC# : KW-06018337, Build:20.22.12.28 AQX Engineering, Inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:BM-1
Project File: beams.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.0E
2,900.0
2,900.0
2,900.0
750.0
2,000.0
1,016.54
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0160, Lr = 0.020 ksf, Tributary Width = 13.0 ft, (roof)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.402: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 9.000 ft
71.45 psi=
=
3,629.22 psi
7x11.875Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 7x11.875
Maximum Shear Stress Ratio 0.197 : 1
17.015 ft=
=
1,459.37 psi
Maximum Deflection
0 <360
359
Ratio =0 <240
Max Downward Transient Deflection 0.316 in 683Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.601 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 18.0 ft 1 0.265 0.130 0.90 1.001 1.001.00 1.00 9.48 691.3 2,613.0 1.88 261.01.00 33.81.00
1.00+D+Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 18.0 ft 1 0.402 0.197 1.25 1.001 1.001.00 1.00 20.01 1,459.4 3,629.2 3.96 362.51.00 71.41.00
1.00+D+0.750Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 18.0 ft 1 0.349 0.171 1.25 1.001 1.001.00 1.00 17.38 1,267.4 3,629.2 3.44 362.51.00 62.01.00
1.00+0.60D 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 18.0 ft 1 0.089 0.044 1.60 1.001 1.001.00 1.00 5.69 414.8 4,645.4 1.13 464.01.00 20.31.00
.
11 410 E Virginia Ave
12/16/2024
Wood Beam
LIC# : KW-06018337, Build:20.22.12.28 AQX Engineering, Inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:BM-1
Project File: beams.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.6008 9.066 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 4.446 4.446
Max Upward from Load Combinations 4.446 4.446
Max Upward from Load Cases 2.340 2.340
D Only 2.106 2.106
+D+Lr 4.446 4.446
+D+0.750Lr 3.861 3.861
+0.60D 1.264 1.264
Lr Only 2.340 2.340
12 410 E Virginia Ave
12/16/2024
Wood Beam
LIC# : KW-06018337, Build:20.22.12.28 AQX Engineering, Inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:HDR-1
Project File: beams.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Completely Unbraced
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.0E
2900
2900
2900
750
2000
1016.535
290
2025 45.07
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0160, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof)
Point Load : D = 2.10, Lr = 2.30 k @ 6.30 ft, (BM-1)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.584: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 6.285 ft
114.48 psi=
=
3,390.33 psi
3.5x11.25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 3.5x11.25
Maximum Shear Stress Ratio 0.316 : 1
9.580 ft=
=
1,979.40 psi
Maximum Deflection
0 <360
528
Ratio =0 <240
Max Downward Transient Deflection 0.123 in 1022Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.238 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
0.96Length = 10.50 ft 1 0.378 0.212 0.90 1.007 1.001.00 1.00 5.87 953.5 2,524.9 1.45 261.01.00 55.31.00
0.96+D+Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.93Length = 10.50 ft 1 0.584 0.316 1.25 1.007 1.001.00 1.00 12.18 1,979.4 3,390.3 3.01 362.51.00 114.51.00
0.93+D+0.750Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.93Length = 10.50 ft 1 0.508 0.275 1.25 1.007 1.001.00 1.00 10.60 1,722.9 3,390.3 2.62 362.51.00 99.71.00
0.93+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.88Length = 10.50 ft 1 0.139 0.072 1.60 1.007 1.001.00 1.00 3.52 572.1 4,106.6 0.87 464.01.00 33.21.00
.
13 410 E Virginia Ave
12/16/2024
Wood Beam
LIC# : KW-06018337, Build:20.22.12.28 AQX Engineering, Inc.(c) ENERCALC INC 1983-2022
DESCRIPTION:HDR-1
Project File: beams.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.2383 5.557 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 2.203 3.083
Max Upward from Load Combinations 2.203 3.083
Max Upward from Load Cases 1.130 1.590
D Only 1.073 1.493
+D+Lr 2.203 3.083
+D+0.750Lr 1.920 2.685
+0.60D 0.644 0.896
Lr Only 1.130 1.590
14 410 E Virginia Ave
12/16/2024
Tel: (714) 662 0510 1520 Brookhollow, suite #45, Santa Ana, CA 92705 Fax: (714) 662 1050
psf
18 inch
15 inch
4x 39.5 592.5 18 15 12
6x 41.5 622.5 a
8x 43.5 652.5
inch Post Height cd=1.6 for sesmic soil bearing 1.33x for sesmic
Pad DL LL E Footing Total
#kip kip kip -BM SW kip
1 2.1 2.3 No BM-1 4.4 4x 4x4
2 1.1 1.1 Yes HDR-1 2.2 4x 4x4
Version 10.12.17
Source
feet9
---
2'-0" SQ
RebarPost Size
NO
No
-
No
0.63
0.33
kip kip
-0.63
-0.33
(3)-#4, E.W.
NO
30% DL Uplift HoldownPad Size
Soil Bearing 1500
Depth
Width
Footing
SHEET NO:
DATE:
JOB NO:
ENGINEER:
AQX ENGINEERING
Pad Depth 12
PadFooting
6.172
6.484
6.797
a
(inch)
A
(sq in)
Load
(kip)
2024-024
L.L.8/20/2024
JOB NAME:
ADDRESS:
15 410 E Virginia Ave
12/16/2024
410 E Virginia Ave
12/16/2024
410 E Virginia Ave
12/16/2024