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Home My WebLink About1329 W McFadden Ave, Unit 2 - Plan1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 Bldg #101121764 APPROVALS: PLNG - C. Santana BLDG - W. Lee POLICE - B. Martin PUBLIC WORKS - Y. Soto 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 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. 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. 4.303.2 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. 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, 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 cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. 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. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of 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. 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. 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. 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. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 and over 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. 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 Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RE M A R K S DA T E DRAWN BY:F.L. AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:F.L. RE V I S I O N S PCN #: CG2 AD D R E S S : OW N E R : SH E E T CO N T E N T : CA L G R E E N C H E C K L I S T CO N T R A C T O R YE S NO T A P P L I C A B L E NO T A P P L I C A B L E NO T AP P L I C A B L E NO T A P P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R CO N T R A C T O R YE S NO C H A N G E NO T A P P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R NO T A P P L I C A B L E NO T A P P L I C A B L E NO T AP P L I C A B L E NO T AP P L I C A B L E C64806 F RA N K L I U ê ê CO N T R A C T O R SE E D R A I N A G E P L A N YE S YE S CO N T R A C T O R SE E E R O S I O N & S E D M E N T CO N T R O L P L A N NE W A T T A C H E D A D U EXP 6/30/2025 LE A D U SA N T A A N A , C A 9 2 7 0 4 13 2 9 W M c F A D D E N A V E . , U N I T 2 13 2 9 W M c F A D D E N A V E . & 1329 W McFadden Ave, Unit 24/24/2025 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 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. 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 Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RE M A R K S DA T E DRAWN BY:F.L. AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:F.L. RE V I S I O N S PCN #: CG3 AD D R E S S : OW N E R : SH E E T CO N T E N T : CA L G R E E N C H E C K L I S T YE S CO N - TR A C T O R NO T AP P L I C A B L E YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R YE S CO N - TR A C T O R CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S CO N T R A C T O R YE S C64806 F RA N K L I U ê ê EXP 6/30/2025 NE W A T T A C H E D A D U LE A D U 13 2 9 W M c F A D D E N A V E . , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 13 2 9 W M c F A D D E N A V E . & 1329 W McFadden Ave, Unit 24/24/2025 RE M A R K S DA T E DRAWN BY:KT AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:KT RE V I S I O N S PCN #: T24-1 AD D R E S S : OW N E R : SH E E T CO N T E N T : C64806 F RA N K L I U ê ê EXP 6/30/2025 NE W A T T A C H E D A D U TI T L E 2 4 - E N E R G Y LE A D U 13 2 9 W M c F A D D E N A V E . , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 13 2 9 W M c F A D D E N A V E . & 1329 W McFadden Ave, Unit 24/24/2025 RE M A R K S DA T E DRAWN BY:KT AS NOTED JOB NO.: SCALE: SHEET CHECK'D BY:KT RE V I S I O N S PCN #: T24-2 AD D R E S S : OW N E R : SH E E T CO N T E N T : TI T L E 2 4 - E N E R G Y C64806 F RA N K L I U ê ê EXP 6/30/2025 NE W A T T A C H E D A D U LE A D U 13 2 9 W M c F A D D E N A V E . , U N I T 2 SA N T A A N A , C A 9 2 7 0 4 13 2 9 W M c F A D D E N A V E . & 1329 W McFadden Ave, Unit 24/24/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA Planning and Building Agency 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CLERK OF THE COUNCIL Jennifer L. Halll October 21, 2024 Also sent via email to: Frankcerritos@gmail.com Frank Liu P.O. Box 212 Artesia, CA 90702 Subject: Address Assignment for a new attached Accessory Dwelling Unit (ADU) at 1329 W. McFadden (APN: 109-064-29) in Santa Ana, CA 92704 Dear Mr. Liu, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for new attached ADU proposed at 1329 W. McFadden (APN: 109-064-29. Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted 1329 W. McFadden To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at 714-667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Cristian Santana Assistant Planner I Exhibit A – Address Plan 1329 W McFadden Ave, Unit 24/24/2025 Address Letter for 1329 W. McFadden (APN: 109-064-29 Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Principal Sergio Verino, Code Enforcement Principal 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 STRUCTURAL CALCULATIONS FOR ATTACHED ADU PROJECT:LE ADU 1329 W McFADDEN AVE. SANTA ANA, CA 92704 DATE:1/11/2025 UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. UNDER SECTION 411(E) OF CALIFORNIA CODE OF REGULATION (TITLE 16, DIVISIONS 5), ELECTRONICALLY GENERATED ENGINEERING SEAL/STAMP AND SIGNATURE CAN BE APPLIED TO CONSTRUCTION DOCUMENTS. 1329 W McFadden Ave, Unit 24/24/2025 STRUCTURAL LOADS: Roof weight (psf):Balcony (psf): Roofing =6 psf Decking =0 psf Sheating =1.5 psf Sheating =0 psf Rafters =1.5 psf Joist =0 psf Misc. =2 psf Dry wall 0 psf Total Dead Load =11 psf Misc =0 psf Live Load =20 psf Total Dead Load =0 psf Live Load =40 psf Ceiling weight (psf): Ceiling Joist =1.5 psf Gypsum Board =2.5 psf Insulation =1 psf Total Dead Load =5 psf Live Load =10 psf Floor weight (psf): Flr. Jst. =0 psf Sheating =0 psf Misc. =0 psf Finish Flr'g =0 psf Total Dead Load =0 psf Live Load = 40 psf Wall weight (psf): Stucco =9 psf Studs =2 psf Insulation =1 psf Drywall =3 psf Total Dead Load=15 psf Wall Height=8 ft 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR1: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 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. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 1.333 ft, (Roof Weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.441: 1 Load Combination +D+Lr+H Span # where maximum occurs Span # 1 Location of maximum on span 3.250 ft 35.01 psi= = 1,940.63 psi 2x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr+H = = = 225.00 psi== Section used for this span 2x4 Maximum Shear Stress Ratio 0.156 : 1 6.215 ft= = 855.13 psi Maximum Deflection 0 <240400Ratio =0 <180 Max Downward Transient Deflection 0.126 in 620Ratio =>=240 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.195 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length +D+H 0.00 0.00 0.000.00 1.00Length = 6.50 ft 1 0.217 0.077 0.90 1.500 1.15 1.00 1.00 0.08 303.43 1397.25 0.04 162.001.00 12.42 1.00+D+L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.195 0.069 1.00 1.500 1.15 1.00 1.00 0.08 303.43 1552.50 0.04 180.001.00 12.42 1.00+D+Lr+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.441 0.156 1.25 1.500 1.15 1.00 1.00 0.22 855.13 1940.63 0.12 225.001.00 35.01 1.00+D+S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.170 0.060 1.15 1.500 1.15 1.00 1.00 0.08 303.43 1785.38 0.04 207.001.00 12.42 1.00+D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.370 0.131 1.25 1.500 1.15 1.00 1.00 0.18 717.21 1940.63 0.10 225.001.00 29.36 1.00+D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.170 0.060 1.15 1.500 1.15 1.00 1.00 0.08 303.43 1785.38 0.04 207.001.00 12.42 1.00+D+0.60W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.122 0.043 1.60 1.500 1.15 1.00 1.00 0.08 303.43 2484.00 0.04 288.001.00 12.42 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR1: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.289 0.102 1.60 1.500 1.15 1.00 1.00 0.18 717.21 2484.00 0.10 288.001.00 29.36 1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.122 0.043 1.60 1.500 1.15 1.00 1.00 0.08 303.43 2484.00 0.04 288.001.00 12.42 1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.073 0.026 1.60 1.500 1.15 1.00 1.00 0.05 182.06 2484.00 0.03 288.001.00 7.45 1.00+1.250D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.153 0.054 1.60 1.500 1.15 1.00 1.00 0.10 379.26 2484.00 0.05 288.001.00 15.53 1.00+1.250D-0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.153 0.054 1.60 1.500 1.15 1.00 1.00 0.10 379.26 2484.00 0.05 288.001.00 15.53 1.00+1.187D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.145 0.051 1.60 1.500 1.15 1.00 1.00 0.09 360.31 2484.00 0.05 288.001.00 14.75 1.00+1.187D+0.750L+0.750S-0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.145 0.051 1.60 1.500 1.15 1.00 1.00 0.09 360.31 2484.00 0.05 288.001.00 14.75 1.00+0.3501D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.043 0.015 1.60 1.500 1.15 1.00 1.00 0.03 106.23 2484.00 0.02 288.001.00 4.35 1.00+0.3501D-0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.50 ft 1 0.043 0.015 1.60 1.500 1.15 1.00 1.00 0.03 106.23 2484.00 0.02 288.001.00 4.35 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr+H 1 0.1947 3.274 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.134 0.134 Overall MINimum 0.087 0.087 +D+H 0.048 0.048 +D+L+H 0.048 0.048 +D+Lr+H 0.134 0.134 +D+S+H 0.048 0.048 +D+0.750Lr+0.750L+H 0.113 0.113 +D+0.750L+0.750S+H 0.048 0.048 +D+0.60W+H 0.048 0.048 +D+0.750Lr+0.750L+0.450W+H 0.113 0.113 +D+0.750L+0.750S+0.450W+H 0.048 0.048 +0.60D+0.60W+0.60H 0.029 0.029 +D+0.70E+0.60H 0.048 0.048 +D-0.70E+0.60H 0.048 0.048 +D+0.750L+0.750S+0.5250E+H 0.048 0.048 +D+0.750L+0.750S-0.5250E+H 0.048 0.048 +0.60D+0.70E+H 0.029 0.029 +0.60D-0.70E+H 0.029 0.029 D Only 0.048 0.048 Lr Only 0.087 0.087 H Only 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR2: 2x6 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 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. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 1.333 ft, (Roof Weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.702: 1 Load Combination +D+Lr+H Span # where maximum occurs Span # 1 Location of maximum on span 6.000 ft 41.79 psi= = 1,681.88 psi 2x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr+H = = = 225.00 psi== Section used for this span 2x6 Maximum Shear Stress Ratio 0.186 : 1 0.000 ft= = 1,180.27 psi Maximum Deflection 0 <240247Ratio =0 <180 Max Downward Transient Deflection 0.376 in 382Ratio =>=240 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.583 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length +D+H 0.00 0.00 0.000.00 1.00Length = 12.0 ft 1 0.346 0.092 0.90 1.300 1.15 1.00 1.00 0.26 418.80 1210.95 0.08 162.001.00 14.83 1.00+D+L+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.311 0.082 1.00 1.300 1.15 1.00 1.00 0.26 418.80 1345.50 0.08 180.001.00 14.83 1.00+D+Lr+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.702 0.186 1.25 1.300 1.15 1.00 1.00 0.74 1,180.27 1681.88 0.23 225.001.00 41.79 1.00+D+S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.271 0.072 1.15 1.300 1.15 1.00 1.00 0.26 418.80 1547.33 0.08 207.001.00 14.83 1.00+D+0.750Lr+0.750L+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.589 0.156 1.25 1.300 1.15 1.00 1.00 0.62 989.90 1681.88 0.19 225.001.00 35.05 1.00+D+0.750L+0.750S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.271 0.072 1.15 1.300 1.15 1.00 1.00 0.26 418.80 1547.33 0.08 207.001.00 14.83 1.00+D+0.60W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.195 0.051 1.60 1.300 1.15 1.00 1.00 0.26 418.80 2152.80 0.08 288.001.00 14.83 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RR2: 2x6 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.460 0.122 1.60 1.300 1.15 1.00 1.00 0.62 989.90 2152.80 0.19 288.001.00 35.05 1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.195 0.051 1.60 1.300 1.15 1.00 1.00 0.26 418.80 2152.80 0.08 288.001.00 14.83 1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.117 0.031 1.60 1.300 1.15 1.00 1.00 0.16 251.28 2152.80 0.05 288.001.00 8.90 1.00+1.250D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.243 0.064 1.60 1.300 1.15 1.00 1.00 0.33 523.46 2152.80 0.10 288.001.00 18.53 1.00+1.250D-0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.243 0.064 1.60 1.300 1.15 1.00 1.00 0.33 523.46 2152.80 0.10 288.001.00 18.53 1.00+1.187D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.231 0.061 1.60 1.300 1.15 1.00 1.00 0.31 497.30 2152.80 0.10 288.001.00 17.61 1.00+1.187D+0.750L+0.750S-0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.231 0.061 1.60 1.300 1.15 1.00 1.00 0.31 497.30 2152.80 0.10 288.001.00 17.61 1.00+0.3501D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.068 0.018 1.60 1.300 1.15 1.00 1.00 0.09 146.62 2152.80 0.03 288.001.00 5.19 1.00+0.3501D-0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 12.0 ft 1 0.068 0.018 1.60 1.300 1.15 1.00 1.00 0.09 146.62 2152.80 0.03 288.001.00 5.19 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr+H 1 0.5828 6.044 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.248 0.248 Overall MINimum 0.160 0.160 +D+H 0.088 0.088 +D+L+H 0.088 0.088 +D+Lr+H 0.248 0.248 +D+S+H 0.088 0.088 +D+0.750Lr+0.750L+H 0.208 0.208 +D+0.750L+0.750S+H 0.088 0.088 +D+0.60W+H 0.088 0.088 +D+0.750Lr+0.750L+0.450W+H 0.208 0.208 +D+0.750L+0.750S+0.450W+H 0.088 0.088 +0.60D+0.60W+0.60H 0.053 0.053 +D+0.70E+0.60H 0.088 0.088 +D-0.70E+0.60H 0.088 0.088 +D+0.750L+0.750S+0.5250E+H 0.088 0.088 +D+0.750L+0.750S-0.5250E+H 0.088 0.088 +0.60D+0.70E+H 0.053 0.053 +0.60D-0.70E+H 0.053 0.053 D Only 0.088 0.088 Lr Only 0.160 0.160 H Only 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:CJ1: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir - LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 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 loads Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 1.333 ft, (Celing Weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.735: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 5.250 ft 30.08 psi= = 1,552.50 psi 2x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 180.00 psi== Section used for this span 2x4 Maximum Shear Stress Ratio 0.167 : 1 0.000 ft= = 1,141.16 psi Maximum Deflection 0 <240185Ratio =0 <180 Max Downward Transient Deflection 0.428 in 294Ratio =>=240Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.678 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 10.50 ft 1 0.302 0.069 0.90 1.500 1.15 1.00 1.00 0.11 421.34 1397.25 0.04 162.001.00 11.11 1.00+D+L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.735 0.167 1.00 1.500 1.15 1.00 1.00 0.29 1,141.16 1552.50 0.11 180.001.00 30.08 1.00+D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.495 0.113 1.25 1.500 1.15 1.00 1.00 0.25 961.20 1940.63 0.09 225.001.00 25.34 1.00+0.60D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.102 0.023 1.60 1.500 1.15 1.00 1.00 0.06 252.80 2484.00 0.02 288.001.00 6.66 1.00+1.250D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.212 0.048 1.60 1.500 1.15 1.00 1.00 0.13 526.63 2484.00 0.05 288.001.00 13.88 1.00+1.187D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.419 0.095 1.60 1.500 1.15 1.00 1.00 0.27 1,040.17 2484.00 0.10 288.001.00 27.42 1.00+0.3501D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:CJ1: 2x4 @ 16" oc Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00Length = 10.50 ft 1 0.059 0.014 1.60 1.500 1.15 1.00 1.00 0.04 147.51 2484.00 0.01 288.001.00 3.89 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.6780 5.288 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.111 0.111 Overall MINimum 0.070 0.070 D Only 0.041 0.041 +D+L 0.111 0.111 +D+0.750L 0.093 0.093 +0.60D 0.025 0.025 L Only 0.070 0.070 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x4 (up to 4' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 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. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 6.50 ft, (Roof weight) Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 6.50 ft, (Ceiling weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.433: 1 Load Combination +D+0.750Lr+0.750L Span # where maximum occurs Span # 1 Location of maximum on span 2.000 ft 52.79 psi= = 1,940.63 psi 4x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.750Lr+0.750L = = = 225.00 psi== Section used for this span 4x4 Maximum Shear Stress Ratio 0.235 : 1 3.723 ft= = 840.49 psi Maximum Deflection 0 <360662Ratio =0 <240 Max Downward Transient Deflection 0.038 in 1275Ratio =>=360Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.072 in Ratio =>=240Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 4.0 ft 1 0.250 0.135 0.90 1.500 1.15 1.00 1.00 0.21 349.29 1397.25 0.18 162.001.00 21.94 1.00+D+L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.366 0.198 1.00 1.500 1.15 1.00 1.00 0.34 567.60 1552.50 0.29 180.001.00 35.65 1.00+D+Lr 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.405 0.219 1.25 1.500 1.15 1.00 1.00 0.47 785.91 1940.63 0.40 225.001.00 49.36 1.00+D+0.750Lr+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.433 0.235 1.25 1.500 1.15 1.00 1.00 0.50 840.49 1940.63 0.43 225.001.00 52.79 1.00+D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.287 0.156 1.15 1.500 1.15 1.00 1.00 0.31 513.03 1785.38 0.26 207.001.00 32.22 1.00+0.60D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.084 0.046 1.60 1.500 1.15 1.00 1.00 0.12 209.58 2484.00 0.11 288.001.00 13.16 1.00+1.250D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR: 4x4 (up to 4' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00Length = 4.0 ft 1 0.176 0.095 1.60 1.500 1.15 1.00 1.00 0.26 436.58 2484.00 0.22 288.001.00 27.42 1.00+1.187D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.233 0.126 1.60 1.500 1.15 1.00 1.00 0.34 578.49 2484.00 0.30 288.001.00 36.33 1.00+0.3501D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 4.0 ft 1 0.049 0.027 1.60 1.500 1.15 1.00 1.00 0.07 122.29 2484.00 0.06 288.001.00 7.68 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750Lr+0.750L 1 0.0725 2.015 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.501 0.501 Overall MINimum 0.130 0.130 D Only 0.208 0.208 +D+L 0.338 0.338 +D+Lr 0.468 0.468 +D+0.750Lr+0.750L 0.501 0.501 +D+0.750L 0.306 0.306 +0.60D 0.125 0.125 L Only 0.130 0.130 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR2: 4x4 (up to 6' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.20 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. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 3.50 ft, (Roof weight) Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 5.50 ft, (Ceiling weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.622: 1 Load Combination +D+0.750Lr+0.750L Span # where maximum occurs Span # 1 Location of maximum on span 3.000 ft 53.12 psi= = 1,940.63 psi 4x4Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.750Lr+0.750L = = = 225.00 psi== Section used for this span 4x4 Maximum Shear Stress Ratio 0.236 : 1 0.000 ft= = 1,207.21 psi Maximum Deflection 0 <360307Ratio =0 <240 Max Downward Transient Deflection 0.103 in 701Ratio =>=360Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.234 in Ratio =>=240Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 6.0 ft 1 0.357 0.135 0.90 1.500 1.15 1.00 1.00 0.30 498.75 1397.25 0.18 162.001.00 21.94 1.00+D+L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.589 0.224 1.00 1.500 1.15 1.00 1.00 0.54 914.38 1552.50 0.33 180.001.00 40.23 1.00+D+Lr 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.530 0.201 1.25 1.500 1.15 1.00 1.00 0.61 1,027.73 1940.63 0.37 225.001.00 45.22 1.00+D+0.750Lr+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.622 0.236 1.25 1.500 1.15 1.00 1.00 0.72 1,207.21 1940.63 0.43 225.001.00 53.12 1.00+D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.454 0.172 1.15 1.500 1.15 1.00 1.00 0.48 810.47 1785.38 0.29 207.001.00 35.66 1.00+0.60D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.120 0.046 1.60 1.500 1.15 1.00 1.00 0.18 299.25 2484.00 0.11 288.001.00 13.17 1.00+1.250D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:HDR2: 4x4 (up to 6' span) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00Length = 6.0 ft 1 0.251 0.095 1.60 1.500 1.15 1.00 1.00 0.37 623.39 2484.00 0.22 288.001.00 27.43 1.00+1.187D+0.750L 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.364 0.138 1.60 1.500 1.15 1.00 1.00 0.54 903.95 2484.00 0.32 288.001.00 39.77 1.00+0.3501D 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 6.0 ft 1 0.070 0.027 1.60 1.500 1.15 1.00 1.00 0.10 174.61 2484.00 0.06 288.001.00 7.68 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+0.750Lr+0.750L 1 0.2342 3.022 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.479 0.479 Overall MINimum 0.165 0.165 D Only 0.198 0.198 +D+L 0.363 0.363 +D+Lr 0.408 0.408 +D+0.750Lr+0.750L 0.479 0.479 +D+0.750L 0.322 0.322 +0.60D 0.119 0.119 L Only 0.165 0.165 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RB: 4x10 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 10.0 ft, (Roof weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.662: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.250 ft 64.40 psi= = 1,552.50 psi 4x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4x10 Maximum Shear Stress Ratio 0.286 : 1 0.000 ft= = 1,027.14 psi Maximum Deflection 0 <240545Ratio =0 <180 Max Downward Transient Deflection 0.149 in 845Ratio =>=240 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.231 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 10.50 ft 1 0.326 0.141 0.90 1.200 1.15 1.00 1.00 1.52 364.47 1117.80 0.49 162.001.00 22.85 1.00+D+Lr 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.662 0.286 1.25 1.200 1.15 1.00 1.00 4.27 1,027.14 1552.50 1.39 225.001.00 64.40 1.00+D+0.750Lr 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.555 0.240 1.25 1.200 1.15 1.00 1.00 3.58 861.48 1552.50 1.17 225.001.00 54.01 1.00+0.60D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.110 0.048 1.60 1.200 1.15 1.00 1.00 0.91 218.68 1987.20 0.30 288.001.00 13.71 1.00+1.250D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.229 0.099 1.60 1.200 1.15 1.00 1.00 1.89 455.55 1987.20 0.62 288.001.00 28.56 1.00+1.187D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.218 0.094 1.60 1.200 1.15 1.00 1.00 1.80 432.78 1987.20 0.59 288.001.00 27.13 1.00+0.3501D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.064 0.028 1.60 1.200 1.15 1.00 1.00 0.53 127.60 1987.20 0.17 288.001.00 8.00 . 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:RB: 4x10 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).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 0.2309 5.288 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 1.628 1.628 Overall MINimum 0.347 0.347 D Only 0.578 0.578 +D+Lr 1.628 1.628 +D+0.750Lr 1.365 1.365 +0.60D 0.347 0.347 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:BM1: 4x6 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 4.0 ft, (Roof weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.691: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.250 ft 46.65 psi= = 1,681.88 psi 4x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4x6 Maximum Shear Stress Ratio 0.207 : 1 0.000 ft= = 1,162.12 psi Maximum Deflection 0 <240286Ratio =0 <180 Max Downward Transient Deflection 0.283 in 444Ratio =>=240 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.439 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 10.50 ft 1 0.341 0.102 0.90 1.300 1.15 1.00 1.00 0.61 412.36 1210.95 0.21 162.001.00 16.55 1.00+D+Lr 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.691 0.207 1.25 1.300 1.15 1.00 1.00 1.71 1,162.12 1681.88 0.60 225.001.00 46.65 1.00+D+0.750Lr 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.580 0.174 1.25 1.300 1.15 1.00 1.00 1.43 974.68 1681.88 0.50 225.001.00 39.13 1.00+0.60D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.115 0.034 1.60 1.300 1.15 1.00 1.00 0.36 247.42 2152.80 0.13 288.001.00 9.93 1.00+1.250D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.239 0.072 1.60 1.300 1.15 1.00 1.00 0.76 515.41 2152.80 0.27 288.001.00 20.69 1.00+1.187D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.227 0.068 1.60 1.300 1.15 1.00 1.00 0.72 489.65 2152.80 0.25 288.001.00 19.66 1.00+0.3501D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 10.50 ft 1 0.067 0.020 1.60 1.300 1.15 1.00 1.00 0.21 144.37 2152.80 0.07 288.001.00 5.80 . 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:BM1: 4x6 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).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 0.4393 5.288 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.651 0.651 Overall MINimum 0.139 0.139 D Only 0.231 0.231 +D+Lr 0.651 0.651 +D+0.750Lr 0.546 0.546 +0.60D 0.139 0.139 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:BM2: 4x8 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-LarchNo.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0110, Lr = 0.020 ksf, Tributary Width = 6.50 ft, (Roof weight) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.775: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.750 ft 61.49 psi= = 1,681.88 psi 4x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4x8 Maximum Shear Stress Ratio 0.273 : 1 0.000 ft= = 1,303.67 psi Maximum Deflection 0 <240307Ratio =0 <180 Max Downward Transient Deflection 0.289 in 476Ratio =>=240 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.448 in Ratio =>=180Max Upward Total Deflection 0.000 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 11.50 ft 1 0.382 0.135 0.90 1.300 1.15 1.00 1.00 1.18 462.59 1210.95 0.37 162.001.00 21.82 1.00+D+Lr 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.775 0.273 1.25 1.300 1.15 1.00 1.00 3.33 1,303.67 1681.88 1.04 225.001.00 61.49 1.00+D+0.750Lr 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.650 0.229 1.25 1.300 1.15 1.00 1.00 2.79 1,093.40 1681.88 0.87 225.001.00 51.57 1.00+0.60D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.129 0.045 1.60 1.300 1.15 1.00 1.00 0.71 277.56 2152.80 0.22 288.001.00 13.09 1.00+1.250D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.269 0.095 1.60 1.300 1.15 1.00 1.00 1.48 578.20 2152.80 0.46 288.001.00 27.27 1.00+1.187D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.255 0.090 1.60 1.300 1.15 1.00 1.00 1.40 549.30 2152.80 0.44 288.001.00 25.91 1.00+0.3501D 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.50 ft 1 0.075 0.027 1.60 1.300 1.15 1.00 1.00 0.41 161.95 2152.80 0.13 288.001.00 7.64 . 1329 W McFadden Ave, Unit 24/24/2025 Wood Beam Engineering DesignLic. # : KW-06010734 DESCRIPTION:BM2: 4x8 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: 1329 W McFadden Ave (10-17-2024).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 0.4485 5.792 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 1.159 1.159 Overall MINimum 0.247 0.247 D Only 0.411 0.411 +D+Lr 1.159 1.159 +D+0.750Lr 0.972 0.972 +0.60D 0.247 0.247 1329 W McFadden Ave, Unit 24/24/2025 CONTINUOUS FOOTING DESIGN DESIGN LOADS: Roof dead load, RDL =11 psf Floor dead load, FDL=0 psf Roof live load, RLL =20 psf Floor live load, FLL=40 psf Ceiling dead load, CDL=5 psf Wall dead load, WDL=15 psf Ceiling live load, CLL=10 psf LINE 1 & 2 - EXTERIOR CONTINUOUS FOOTING: Tributary roof width, TRW=10.0 /2 =5 ft Tributary floor width, TFW=0.0 /2 =0 ft Tributary ceiling width, TCW=10.0 /2 =5 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=350.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =350.0 psf <1000 psf; OK LINE A, B, C & D EXTERIOR CONTINUOUS FOOTING: Tributary roof width, TRW=10.0 /2 =5 ft Tributary floor width, TFW=0.0 /2 =0 ft Tributary ceiling width, TCW=10.0 /2 =5 ft Wall height, H=8 ft Allowable pressure, AP=1000 psf Total Weight, Wt=(RDL+RLL)*TRW + (CDL+CLL)*TCW + (FDL+FLL)*TFW +WDL*H=350.0 plf Use footing width, FTGw =12 in =1 ft Use footing depth, FTGd =12 in =1 ft Rebars:2 - #4 at top and bottom Design pressure, DP =Wt / FTGw =350.0 psf <1000 psf; OK 1329 W McFadden Ave, Unit 24/24/2025 Wind Load Analysis on Buildings - MWFRS Wind Exosure =B Site Specific Exposure Factor Risk Category =II Building Risk Category from ASCE 7-16 Table 1.5-1 Wind Speed (V) =110 mph Basic wind speed obtained from Figure 26.5-1A, Sect. 26.5.1 Kd =0.85 Wind Directionality Factor from Table 26.6-1, Sect. 26.6 Kz =0.7 Velocity Pressure Exposure Coefficients, Kh & Kz from Table 26.10-1, Sect. 26.10.1 Kzt =1 Topographic Factor from Equation 26.8-1, Sect. 26.8.2 (Use Kzt = 1 for flat condition) Ke =1 Ground Elevation Factor from Sect. 26.9 G =0.85 Gust Effect Factor taken as 0.85 or calculated per Section 26.11.1, ASCE 7-16 Velocity Pressure (qh) =18.43 psf Gust Effect Factor taken as 0.85 or calculated per Section 26.11.1, ASCE 7-16 GCpf =0.8 External Pressure Coefficients, Figure 28.3-1-1.07 GCpi =0.18 Internal Pressure Coefficient, Table 26.13-1-0.18 Eq. 28.3-1: Low-Rise Building wind pressure = qh [(GCpf) - (GCpi)]=11.43 psf (inwards) =-16.40 psf (outwards) Minimum Design Wind Load Per Section 28.4.4 =16.00 psf Therefore use wind pressure =16.40 psf 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7347145, -117.8867484 Date 5/23/2021, 10:36:03 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.295 MCER ground motion. (for 0.2 second period) S1 0.462 MCER ground motion. (for 1.0s period) SMS 1.554 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.036 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 0.55 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.66 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.295 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.397 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.552 Factored deterministic acceleration value. (0.2 second) S1RT 0.462 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.5 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.639 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.927 Mapped value of the risk coefficient at short periods CR1 0.924 Mapped value of the risk coefficient at a period of 1 s 1329 W McFadden Ave, Unit 24/24/2025 EQUIVALENT LATERAL FORCE PROCEDURE Design Parameter. Site Class =D 2022 CBC Section 1613.2.2 Sesimic Design Category =D ASCE 7-16, Table 11.6-1 & 2 Risk Category =II ASCE 7-16, Table 1.5-1 Importance Factor I =1.00 ASCE 7-16, Sect 11.5.2, Table 1.5-2 Response Modification Coefficient R =6.5 ASCE 7-16, Table 12.2-1 Longitude =-117.8867 Latitude =33.7347 MCE Spectral Response Accel., 0.2 sec.SS =1.295 ASCE 7-16, Section 11.4.2 MCE Spectral Response Accel., 1.0 sec.S1 =0.462 ASCE 7-16, Section 11.4.2 Site Coefficient, Short Period Fa =1.2 ASCE 7-16, Table 11.4-1 Site Coefficient, 1-s Period Fv =1.5 ASCE 7-16, Table 11.4-2 Height of Building or Structure hn =15 ft.ASCE 7-16, Section 11.2 Numeric Period Coefficient x =0.75 ASCE 7-16, Table 12.8-2 Numeric Period Coefficient Ct =0.02 ASCE 7-16, Table 12.8-2 Long Period Transistion Period TL =8 sec.ASCE 7-16, Section 11.4.6, Fig 22-14 Calculation of Adjusted MCE Spectral Response Acceleration Parameters. Adjusted MCE, 0.2 sec.SMS =Fa SS ASCE 7-16, Eq. 11.4-1 =1.554 Adjusted MCE, 1.0 sec.SM1 =Fv S1 ASCE 7-16, Eq. 11.4-2 =0.693 Calculation of Design Spectral Response Acceleration Parameters. Design Parameter, short period SDS =2 SMS ASCE 7-16, Eq. 11.4-3 3 =1.036 Design Parameter, 1-sec. period SD1 =2 SM1 ASCE 7-16, Eq. 11.4-4 3 =0.462 Calculation of Approximate Fundamental Period. Approximate Fundamental Period Ta =Ct hnx ASCE 7-16, Eq. 12.8-7 1329 W McFadden Ave, Unit 24/24/2025 =0.152 sec. where Ta =T Calculation of Seismic Response Coefficient, Cs.ASCE 7-16 Section 12.8.1.1 SDS Cs =(R )ASCE 7-16, Eq. 12.8-2 I =0.159 SD1 for T ≤ TL Cs-max = T (R )ASCE 7-16, Eq. 12.8-3 I =0.466 Cs shall be ≥Cs-min =0.01 ASCE 7-16, Eq. 12.8-5 0.5 S1 where S1 is ≥ 0.6g, Cs shall be ≥Cs-min =(R )ASCE 7-16, Eq. 12.8-6 I =N/A Seismic Response Coefficient Cs =0.159 (ρ=1.3) * Cs / 1.4 =0.148 Calculation of Seismic Base Shear. Seismic Base Shear V =Cs W(ρ=1.3) / (1.4)ASCE 7-16, Eq. 12.8-1 =0.148 W 1329 W McFadden Ave, Unit 24/24/2025 Roof/Ceiling dead load, RDL = 16 psf Floor dead load, FDL = 0.0 psf Wall dead load, WDL = 15 psf Ω = 3.0 (May use 2.0 for flexible diaphragm, footnote b) Base shear coefficient, Cs =SDS=1.036 Wind pressure, WP = psf Tributary Height at Roof, THR = 4.5 ft Roof level shear wall height, HR =9 ft Tributary Height at 2nd Flr, TH2 = 4.5 ft 2nd level shear wall hegith, H2 =0 ft Total shr wall length, SL = 6 = Tributary width, TW = = 6.0 Tributary length, TL = = 64.0 Tributary area, TA = = 384 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 1 plf 6 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 10 = Tributary width, TW = = 12.0 Tributary length, TL = = 64.0 Tributary area, TA = = 768 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 1 plf 10 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = 816.27 2430 Hold-down, Use HDU2 = 2306 lb 9975 184.7 Use shear wall Type 1108.36 184.7 280 0.159 16.40 VSR / SL = (12) / 2 TW * TL 64 6 ROOF LEVEL SHEAR WALLS - LINE 1 (RDL*TA + 2*WDL*TW*THR)*Cs = ROOF LEVEL SHEAR WALLS - LINE 2 (RDL*TA + 2*WDL*TW*THR)*Cs = Use shear wall Type w/ allow = VSR / SL = 280 10 (12+12) / 2 64 TW * TL 2216.72 73.8 w/ allow = Hold-down, Use HDU2 = 2306 lb6750 907.86 221.7 (WP * TW * THR) / SL = 88.6 221.7 (WP * TW * THR) / SL = 19950 1329 W McFadden Ave, Unit 24/24/2025 Total shr wall length, SL = 4.5 = Tributary width, TW = = 17 Tributary length, TL = = 12.0 Tributary area, TA = = 207 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 4.5 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 5.4 = Tributary width, TW = = 17 Tributary length, TL = = 12.0 Tributary area, TA = = 208 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 5.4 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 7.2 = Tributary width, TW = = 18 Tributary length, TL = = 12.0 Tributary area, TA = = 221 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 2 plf 7.2 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = 11491 Hold-down, Use HDU2 = 2306 lb1968 1103.1 VSR / SL = 167.0 (WP * TW * THR) / SL = 236.4 236.4 Use shear wall Type w/ allow = 340 ROOF LEVEL SHEAR WALLS - LINE A1 5.4 (17+17.6) / 2 12 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 901.7 w/ allow = (WP * TW * THR) / SL = 282.9 VSR / SL = 340 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 199.8 (34.5) / 2 12 ROOF LEVEL SHEAR WALLS - LINE 4.5 7.2 899.0 282.9 VSR / SL = 11457 ROOF LEVEL SHEAR WALLS - LINE B Hold-down, Use HDU2 = 2306 lb1367 1370.1 Use shear wall Type w/ allow = 12 340 (17.6+19.3) / 2 133.6 189.1 Hold-down, Use HDU2 = 2306 lb3499 808.58 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 961.6 12254 189.1 (WP * TW * THR) / SL = Use shear wall Type 1329 W McFadden Ave, Unit 24/24/2025 Total shr wall length, SL = 7 = Tributary width, TW = = 15 Tributary length, TL = = 12.0 Tributary area, TA = = 180 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 1 plf 7 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = Total shr wall length, SL = 4.5 = Tributary width, TW = = 5.3 Tributary length, TL = = 12.0 Tributary area, TA = = 63 Seismic shear, VSR= lb Vs= plf Wind shear, Vw = plf Therefore V = max(VSR, Vw) = plf; 1 plf 4.5 ft shr wall panel: Mot = V * HR * (shr wall panel) = Mr= WDL*HR *shr wall anel 2 / 2= Uplift = [(Mot)*0.7 - (Mr)*(0.6-0.14SDS)] / [1.2 *(shr wall panel)] = 3487 Hold-down, Use HDU2 = 2306 lb1367 336.86 VSR / SL = 60.8 (WP * TW * THR) / SL = 86.1 86.1 Use shear wall Type w/ allow = 280 ROOF LEVEL SHEAR WALLS - LINE D 4.5 (10.5) / 2 12 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 273.6 w/ allow = 280 ROOF LEVEL SHEAR WALLS - LINE C 7 (19.5+10.5) / 2 12 TW * TL (RDL*TA + 2*WDL*TW*THR)*Cs = 781.8 9963 Hold-down, Use HDU2 = 2306 lb3308 651.11 VSR / SL = 111.7 (WP * TW * THR) / SL = 158.1 158.1 Use shear wall Type 1329 W McFadden Ave, Unit 24/24/2025 MSTA21 Allowable = 1129 lb HDU2 w/ 4x4 Post Allowable = 2306 lb MSTA30 Allowable = 1538 lb HDU4 w/ 4x4 Post Allowable = 3424 lb MSTC28 Allowable = 2591 lb HDU5 w/ 4x4 Post Allowable = 4253 lb MST37 Allowable = 2033 lb HD2A w/ 4x4 Post Allowable = 2081 lb MST48 Allowable = 3983 lb HD5 w/ 4x4 Post Allowable = 3656 lb HD2A w/ 2x4 Post Allowable = 1425 lb HD5 w/ 2x2 Post Allowable = 1804 lb 74 59 56 28 50 24 26 14 -10d CS14 CMSTC16 15" 15"1340.8 2490.0 -16d CMST14 33" -16d 2200.8 26" 4585.0 -10d 20" 3245.0 20" Allow Load, lb -16d 9215.033" 26" -16d 6490.0 -16d End Length CMST12 7347.1 STRAP No. of Nail CMST12 -16dCMST14 CS14 CMSTC16 Hold-Down and Straps Allowable @ 75% Capacity: 1329 W McFadden Ave, Unit 24/24/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 4 2 SANTA ANA 927041329 W McFADDEN AVE. 1) ADD 683 SF ATTACHED ADU FOR 2-BED ROOMS, 2 BATHROOM, LIVING ROOM AND OPEN KITCHEN/DINING; 2) ADD 133 SF PATIO COVER FOR ADU. 683 683 1 0 4 4 4 4 4 4 4 4 4 4 FRANK LIU 5628323772 FRANKCERRITOS@GMAIL.COM 10/28/24 1329 W McFadden Ave, Unit 24/24/2025 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 1 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 GENERAL INFORMATION 01 Project Name 1329 W McFADDEN AVE. - ADU 02 Run Title ADU 03 Project Location 1329 W McFADDEN AVE. 04 City SANTA ANA, CA 05 Standards Version 2022 06 Zip code 92704 07 Software Version CBECC-Res 2022.3.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2)683 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1368 17 Fenestration Average U-factor 0.29 18 Total Cond. Floor Area (ft2)2051 19 Glazing Percentage (%)21.67% 20 ADU Bedroom Count 2 21 ADU Conditioned Floor Area 683 22 Fuel Type Natural gas 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 1368 683 2051 3 2 5 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 05 06 07 08 Zone Name Existing Area (excl. new addition) (ft2) ADU Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 1368 683 2051 3 2 5 Attached 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 2 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 3 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 4.82 0 13.14 0 -8.32 Space Cooling 0 41.39 0 35.94 0 5.45 IAQ Ventilation 0 6.42 0 3.65 0 2.77 Water Heating 0 29.02 0 24.28 0 4.74 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 81.65 0 77.01 0 4.64 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.57 0 6.57 Appl. & Cooking 0 50.52 0 50.25 Plug Loads 0 67.73 0 67.73 Outdoor Lighting 0 4.9 0 4.9 TOTAL COMPLIANCE 0 211.37 0 206.46 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 4 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 27.37 26.86 0.51 1.86 Net EUI2 27.37 26.86 0.51 1.86 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •IAQ Ventilation System: as low as 0.0971 W/CFM •Cool roof •Insulation below roof deck •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Verified Refrigerant Charge •Verified heat pump rated heating capacity ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned Minisplit - A/C & Heating 683 9.5 DHW System 1 New 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 5 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status East wall - New ADU Exterior wall R-13 90 Back 598.5 92 90 none New South wall - Addition ADU Exterior wall R-13 180 Right 102.1 16 90 none New West wall - Addition ADU Exterior wall R-13 270 Front 262.8 20 90 none New North wall - Addition ADU Exterior wall R-13 0 Left 102.1 40 90 none New West wall interior between (E) SFD & (N) ADU ADU Interior wall R-13 n/a n/a 335.4 0 n/a New Ceiling - Addition ADU Ceiling R-30 n/a n/a 683 n/a n/a New ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Asphalt Shingle Roof R-13 Ventilated 4 0.2 0.92 Yes Yes FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading E1 Window East wall - New Back 90 1 16 0.29 NFRC 0.21 NFRC Bug Screen E2 Window East wall - New Back 90 1 4 0.29 NFRC 0.21 NFRC Bug Screen Sliding door - back wall Window East wall - New Back 90 1 40 0.29 NFRC 0.21 NFRC Bug Screen 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 6 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading E3 Window East wall - New Back 90 1 12 0.29 NFRC 0.21 NFRC Bug Screen E4 Window East wall - New Back 90 1 4 0.29 NFRC 0.21 NFRC Bug Screen E5 Window East wall - New Back 90 1 16 0.29 NFRC 0.21 NFRC Bug Screen Sliding door - bed room Window North wall - Addition Left 0 1 40 0.29 NFRC 0.21 NFRC Bug Screen S1 Window South wall - Addition Right 180 1 16 0.29 NFRC 0.21 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Front door West wall - Addition 20 0.2 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab On Grade ADU 683 112.2 none 0 80%No 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 7 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Exterior wall R-13 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.093 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Sheathing / Insulation: Wood Siding/sheathing/decking Exterior Finish: 3 Coat Stucco Interior wall R-13 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.092 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Other Side Finish: Gypsum Board Asphalt Shingle Roof R-13 Attic Roofs Wood Framed Ceiling 2x6 @ 16 in. O. C.R-13 None / None 0.076 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13 / 2x6 Ceiling R-30 Ceilings (below attic) Wood Framed Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.033 Over Ceiling Joists: R-11.2 insul. Cavity / Frame: R-18.9 / 2x8 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 8 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW System 1 Domestic Hot Water (DHW)Standard Elect ProTerra Water Heater 1 n/a None n/a Elect ProTerra Water Heater (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source Elect ProTerra Water Heater 1 40 Rheem XE40T10HS45U0 (40 gal, JA13)Outside Outside Outside WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW System 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Minisplit - A/C & Heating Heat pump heating cooling Heat Pump System 1 2 Heat Pump System 1 2 n/a n/a Setback 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 9 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Multi-split HP-ductless 2 HSPF2 9.3 12000 8200 EER2SEER2 23.1 12.5 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 1-1 110 0.0971 Exhaust No n/a / n/a No Yes 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1329 W McFadden Ave, Unit 24/24/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:1329 W McFADDEN AVE. - ADU Calculation Date/Time:2024-10-17T17:41:06-07:00 (Page 10 of 10) Calculation Description:ADU Input File Name:1329 W McFadden Ave - ADU.ribd22 Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-17 17:41:25 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Frank Liu Engineering Design 10/17/2024 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 Frank Liu Engineering Design 10/17/2024 PO BOX 212 ARTESIA, CA 90703 (562) 832-3772 424-P010252418A-000-000-0000000-0000 10/17/2024 17:41 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 1329 W McFadden Ave, Unit 24/24/2025 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. Page 1 of 5 1329 W McFadden Ave, Unit 24/24/2025 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the Page 2 of 5 1329 W McFadden Ave, Unit 24/24/2025 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * Page 3 of 5 1329 W McFadden Ave, Unit 24/24/2025 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: Page 4 of 5 1329 W McFadden Ave, Unit 24/24/2025 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. Page 5 of 5 1329 W McFadden Ave, Unit 24/24/2025