Loading...
HomeMy WebLinkAbout2314 N Larchmont Ave #2 - PlanLEGAL INFORMATION PARCEL No: ADDRESS: PROPERTY TYPE:SINGLE FAMILY OWNER: PLANS PREPARED BY:FABIAN BUENAVENTURA 3655 TORRANCE BLVD. STE 300 TORRANCE, CA 90503 (310)-7705538 RESIDENCE NUMBER OF STORIES: 1 STORY BUILDINGS SUMMARY DESCRIPTION AREA (SQ.FT.) 6,490LOT SIZE 30%LOT COVERAGE RATIO SCOPE OF WORK: 003-100-19 "THE EXISTING BUILDING IS NOT PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM." "THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM." 1- CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS BEFORE BEGINNING ANY WORK CONSTRUCTION REQUIREMENTS: 2- NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY.BORED HOLES 3- INTERIOR FINISHES IN GROUP R-3 OCCUPANCIES SHALL HAVE A MINIMUM FLAME SPREAD CLASSIFICATION OF III IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/ 60% RESPECTIVELY. EXCEPT IN KITCHENS, BATHROOMS AND GARAGES. ALL WORK SHALL CONFORM TO THE: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE OCCUPANCY GROUP:R3 / U CONSTRUCTION TYPE:VB VICINITY PLAN (E) ONE-STORY PLOT PLAN ARCHITECTURAL SHEETS 1 OF 7 SCALE: 1/8"=1'-0" (E) ONE-STORY HOME - THE INTENT OF THIS PROJECT IS CONVERT THE (E)GARAGE INTO AN ADU (401.4 SQ.FT) TRACK:TR 1562 LOT:4 CONCRETE LANDSCAPE (E)PATIO COVER SYMBOL NOTES INDEX LINE TYPES PROPERTY LINE STRUCTURE FOOTPRINT ROOF PLAN 2 OF 7 PROPOSED FLOOR PLAN 3 OF 7 ELEVATIONS PLAN A1 A2 A3 1,267 (E)PATIO COVER 289.5 (E)GARAGE TO BE CONVERTED INTO AN ADU N 401.4 2314 N. LARCHMONT AVENUE UNIT 2 SANTA ANA, CA 92706 JESUS LOPEZ 11 0 ' - 0 " (E) ONE-STORY HOME (E)PATIO COVER PL PL PL PL 5'-7"23'-10" 26 ' - 1 0 " 29 ' - 2 " 21 ' - 3 " 33 ' - 8 " 20 ' - 3 " 26'-5" 43 ' - 8 " 12 ' - 5 " 23'-5" 59'-1" LARCHMONT AVENUE 30' C.L. OF STREET HOME (E ) 4 : 1 2 (E ) 4 : 1 2 (E)4:12 (E)4:12 SITE LOCATION. EXISTING FLOOR PLAN 4 OF 7A4 1 OF 3STRUCTURAL NOTES S01 2 OF 3FRAMING PLAN S02 STRUCTURAL SHEETS TITLE 24 1-3 PAGE (E)GARAGE TO BE CONVERTED INTO AN ADU (E)GARAGE TO BE CONVERTED INTO AN ADU AC T.W.H. AC NEW AC UNITS. NEW THANKLESS WATER HEATERT-W/H 3 OF 3FOUNDATION PLAN S03 ADU SQ.FT / SFD SQ.FT=401.4/1,267 = 0.32 1-THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. 2-THE PROJECT ISN'T LOCATED IN THE FEMA DESIGNATED FLOOD ZONE (ZONE A OR E) STRUCTURAL: JOSE LUIS VELASCO C76091 ENERGY CONSULTANT:RAYMOND ZHONG PERFECT DESIGN & INVESTMENT 2416 W. VALLEY BLVD ALHAMBRA, CA 91803 (626) 289-8808 2022 ENERGY CODE 2022 FIRE CODE CITY OF SANTA ANA MUNICIPAL CODE TOTAL 1,958 2' PLANTER 15'-0"2' - 0 " CALGREEN MANDATORY MEASURES. NOTES PLAN 5 OF 7A5 6 OF 7A6 CALGREEN MANDATORY MEASURES.7 OF 7A7 Design & Development Bldg #101121195 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto (E)GARAGE (E)PATIO COVER (E)CLOSET (E)CLOSET (E ) C L O S E T (E ) C L O S E T (E ) C L O S E T (E)LIVING ROOM (E)KITCHEN (E)BATHROOM (E)BATHROOM (E)BEDROOM (E)BEDROOM (E)BEDROOM EXISTING FLOOR PLAN 19'-2" 19 ' - 1 " 22 ' - 1 0 " 19'-3" 10'-3" 12 ' - 4 " 9' - 1 1 " 13'-11"9'-7" 12 ' - 5 " 8'-7" 13 ' - 1 1 " 10'-2" 4'-4"6'-6" Design & Development PROPOSED FLOOR PLAN SYM. SIZE(wxh) TYPE # WINDOWS SCHEDULE 1 4 UNIT.4'-0" x 4'-0" 2'-8" x 6'-8" DOOR SCHEDULE SYM. SIZE(wxh) TYPE # 2 UNITS.A (New) Door (N) SLIDING WINDOW 3'-0" x 6'-8"1 UNITS.B (New) Door MATERIAL. WOOD WOOD (E)PATIO COVER (E)CLOSET (E)CLOSET (E ) C L O S E T (E ) C L O S E T (E ) C L O S E T (E)LIVING ROOM (E)KITCHEN (E)BATHROOM (E)BATHROOM (E)BEDROOM (E)BEDROOM (E)BEDROOM (N)KITCHEN (N)BATHROOM (N)OPEN CONCEPT STUDIO (N)CLOSET A B 1 10'-9" A 1 1 1 8'-0" 5' - 7 " 6' - 6 " 8'-5" 19 ' - 1 " 19'-9" 19 ' - 7 " A 1 22 ' - 1 0 " 19'-3" 10'-3" 12 ' - 4 " 9' - 1 1 " 13'-11"9'-7" 12 ' - 5 " 8'-7" 13 ' - 1 1 " 10'-2" 4'-4"6'-6" N ELECTRICAL SYMBOLS DESCRIPTION S SINGLE - POLE SWITCH. S DOUBLE - POLE SWITCH.2 GROUND FAULT CIRCUIT RECEPTACLE G.F.C.I.TAMPER RESISTANT A.F.C.I. ARC-FAULT CIRCUIT INTERRUPTERTAMPER RESISTANT HIGH EFFICACY LIGHTING FIXTURES EXHAUST FAN OF 50 CFM USING 4'' DIAMETER FLEX DUCT OF MAX 14' WITH TWO ELBOW,ENERGY STAR RATED, DUCTED TO OUTSIDE AND CONTROLLED BY HUMIDISTAT. SYMBOLS DIMMER. EXHAUST FAN OF 100 CFM USING 4'' DIAMETER FLEX DUCT OF MAX 14' WITH TWO ELBOW,ENERGY STAR RATED, DUCTED TO OUTSIDE AND CONTROLLED BY HUMIDISTAT. K SD SD/CM 3' - 0 " 3'-0" 1,188.90 SQ.IN Ø2'-7" 3' - 4 " SD SD/CM S S2 K S2 S G. F . C . I . G.F.C.I. G. F . C . I . A.F.C.I. A. F . C . I . A. F . C . I . A.F.C.I. A. F . C . I . A.F.C.I. A.F.C.I. A.F.C.I. (N ) A T T I C AC C E S S 22 " x 3 0 " 6' - 2 " B (N)LAUNDRY AC AC T-W/H T. W . H . WATER LINES DRAIN LINES GAS LINE S PC/MS G.F.C.I. WP G. F . C . I . WP G.F.C.I. G.F.C.I. 2'-0" G. F . C . I . S2V A-04 A' A-04 A G.F.C.I. Design & Development 5'-0" 5' - 0 " 1' - 8 " 2'-11" 5' - 0 " 1' - 8 " 2210946 1 4'-0" 4' - 0 " 3' - 0 " 3'-0" 6' - 8 " 4'-0" 4' - 0 " 3' - 0 " 2'-6" 3' - 0 " 3' - 8 " 2'-0" 3' - 0 " 3' - 8 " 2'-0" 3' - 0 " 3' - 8 " 1 2 2 24567 3'-0" 6' - 8 " 6'-4" 5' - 0 " 1' - 8 " 3'-0"5'-4"3'-0"4'-0" 4' - 0 " 3' - 0 " 4'-0" 4' - 0 " 3' - 0 " 1 1346 19'-9" A 19'-7" 1 ELEVATIONS KEY NOTES: 1 2 (N) WINDOW 3 4 (E) WINDOW (E) STUCCO 5 (N) DOOR 6 (N) 7/8" STUCCO TOMATCH EXISTING 7 (E) DOOR (E) ASPHALT SHINGLE 2' - 0 " EAST ELEVATION SOUTH ELEVATION WEST ELEVATION B 1' - 8 " 1' - 8 " 1' - 8 " (N) CRAWL SPACE ACCESS PER DETAIL 1 /A-48 8 (E)WOOD SIDING9 (N)WOOD SIDING TO10MATCH EXISTING (N) UNDER FLOOR VENT (24X18) (16X10)11 11 11 AC T.W.H. 11 2' - 0 " SECTION A-A (N)KITCHEN 8' - 4 " AC Hardie Panel HZ10 48 in. x 96 in. Primed Sierra 8 Fiber Cement Panel Siding, dark green color Manufacturer Name :James Hardie Building Products ESR-2290 Design & Development Design & Development CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1.The minimum length of each EVCS space shall be 18 feet (5486 mm). 2.The minimum width of each EVCS space shall be 9 feet (2743 mm). 3.One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS 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. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” 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. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Design & Development MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) Design & Development CITY OF SANTA ANC v_K: racy i GENERAL: 1. 2. 3. 4. 5. CONSTRUCTION NOTES: All work performed shall be in accordance with the 2022 California Building Code. Where no specific detail, section or indication is given, typical or approved standard practice details are to be used. The contractor shall verify all dimensions shown on plans and existing field conditions. In case of any discrepancies, the engineer shall be contacted before proceeding with the work. The contractor shall coordinate all structural work with the architectural, mechanical, plumbing, and any other related drawings and notifies the engineer of any discrepancies. Contractor shall verify location and size of floor, roof and wall openings with other drawings. Openings not shown on structural drawings are not permitted. FOUNDATION: 1. All site recommendations related to grading and foundations were assumed using code minimums at the absence of a soils report. 2. All exterior continuous footings shall extend into firm natural soil or approved compacted fill a minimum of 24". 3. All interior footings shall extend into firm natural soil or approved compacted fill a minimum of 18". M 5 0 7 I Q 10 Garage slab should be poured separately from the residence footings. A positive separation should be maintained with expansion joint materials to permit relative movement (WHERE APPLIES). All trench excavations should conform to CAL -OSHA and local safety codes. All utilities trench backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of ASTM D-1 557-91 . Excavations adjacent to existing buildings or walls shall not extend below an angle of 45 degrees from the bottom of the footings of these adjacent structures, or the contractor shall provide adequate shoring for the excavations. Where existing footings, concrete slabs, pipes, utilities or other buried items are removed, the disturbed (loose) soil shall be removed and recompacted to a minimum of 90% of maximum density. All fills shall be compacted to a minimum of 90% of maximum density in accordance with ASTM D-1 557-91 . Fill shall be placed under the supervision of, tested and certified by, an approved soils engineer. The soil engineer shall inspect all excavations, removal of superficial and unsuitable soils, and utility trench backfill. All residential foundation shall be setback from the descending slope surface a minimum horizontal distance of H/3 but need not exceed 40 f eet. All new footing shall be 24" min. embedment and bellow adjacent lower grade for without soil report. CONCRETE: 1. All concrete shall be made with stone aggregate and shall attain a minimum compressive strength at 28 days of 2500 psi. The type V cement, 0.45 water cement ratio without soil report. Maximum concrete slump shall be 3" - 4". 2. Special inspection by a certified inspector shall be provided for structural concrete when the structural design is based on f'c in excess of 2500 psi. 3. Cement for concrete. Mortar, and grout shall be Type V conforming to ASTM C-150. Aggregates shall conform to ASTM C-33 and shall not exceed 1 " in size. 4. The engineer shall approve location of all construction joints. 5. No pipes or ducts, other than conduits, shall be placed in structural concrete unless specifically shown on plans. Aluminum conduit shall not be used. 6. Drypack shall be 1:3 cement sand mix. STRUCTURAL AND MISCELLANEOUS STEEL: 1. All detailing, erection, and fabrication shall conform to the latest edition of AISC specifications. 2. Welding electrode shall be AWS E70XX or equal. Welding to be designed for half stresses. Non -continuous inspection by a Deputy Inspector is required. 3. All welding processes and inspection procedures shall conform to the American Welding Society Specification D1.0 latest edition. Welding shall be performed by City of Los Angeles certified welders in a shop of an approved fabricator. All field welding shall be performed under continuous inspection or a Special Deputy Inspector approved by local building Department. 4. Steel fabricator shall submit shop drawings to the engineer for review prior to fabrication. 5. A certificate of fabrication from the fabricating shop or a report from the special inspector must be furnished to the local Building Department prior to framing approval. WOOD FRAMING: 1. Framing lumber shall be Douglas Fir -Larch, grade marked by W.W. P.A. or W.C.L.I.B. as follows, unless noted on plans: Vertical Framing 2" x 4" Standard Grade or Better 2" x 6" and Larger No. 2 Grade or Better 4" x 4" and Larger No. 1 Grade or Better HORIZONTAL FRAMING: a 3 :1 I N 7. K 10 12 13 7. All anchor bolts, dowels and other inserts shall be placed before pouring14 concrete. REINFORCING STEEL: 2. 3. N 5 All detailing, erection, and fabrication of reinforcing and accessories sha1115 conform to the Manual of Standard Practice of the Concrete Reinforcing Steel Institute. Reinforcing steel shall conform to ASTM A-615, Grade 60. Reinforcing shown continuous shall be lapped 40 bar diameters 16 (24" minimum) in concrete, unless noted otherwise. Reinforcing shall have the following minimum cover: Concrete poured against earth 3-inch 17 Formed concrete -exterior face 2-inch Welded wire mesh shall conform to ASTM A-1 85. Lap one full mesh 18 plus 2" at splice. 2" x & 4" x No. 2 Grade or Better. 6" x and Larger No. 1 Grade or Better Plywood roof and floor sheathing shall be as noted on plans. Plywood for shear walls shall be a minimum Structural II. All sheets shall conform to PS-1 -09 and shall be bonded with exterior glue. Each plywood sheet shall have a minimum area of 8 square feet and a minimum dimension of 2 feet in any direction. Plywood shall be installed with joints staggered in adjacent sheets, with each sheet continuous over 2 or more supports and the face grain perpendicular to supports for floor and roof sheathing, and parallel to supports for wall sheathing. All nails shall be common wire nails with minimum nailing per Table R602.3(1) of the California Residential Code, unless shown otherwise. All framing hardware shown are strong -Tie Connectors as manufactured by the Simpson Company, unless noted otherwise. All hardware to be installed per manufacturer's recommendations. Bolts shall conform to ASTM A-307. Provide washers under all bolts, nuts, and screw heads. Provide double joists under all parallel walls and solid blocking under walls perpendicular to floor joists. Anchor bolts shall be 5/8" in diameter by 10"long with 3"x3"x1/4" MIN. washers embedded 7" minimum into concrete or masonry, unless noted otherwise on plans. See shear wall schedule and plans for spacing. Install a minimum of 2 bolts in each piece of pressure treated sill plate, with the first bolt within 12" of the end of the plate. Joists or rafters framing from opposite sides of beams or walls shall be lapped a minimum of 4" and spliced with 4-16d nails, unless noted otherwise on plans. Beams built-up with more than 2-2% members shall have all pieces full length and shall have 1/2" bolts at 18" O.C. staggered top and bottom 3" from the edges, with the first bolt 3-1/2" from the end. All flush framed 2% connections shall be made with Simpson "LUP" series hangers, unless noted otherwise on the plans. All flush framed 2% and larger connections shall be made with Simpson "B" series hangers, unless noted otherwise on the plans. Lap all 2x top plates a minimum of 4'-0" at splices and nail with 10-16d on each side of each splice, unless noted otherwise on the plans. Where top or sill plates are cut, use a 1 /8" x 1-1/2" metal strap with 10-16d on each side of cut. Studs may be cut or notched to a maximum depth of 25% of the width. Bored holes shall not be nearer than 5/8" to the edge of a stud and shall not exceed 40% of stud width. Joists or rafters may be notched at top or bottom a maximum of one -sixth of depth, but not within middle third of span. Holes bored in joists or rafters shall not be nearer than 2" to the edge and shall not exceed one-third of the joist or rafter depth. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. Floors shall have tongue and groove or blocked panel edges. Plywood spans shall conform. CRC TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE SPACING OF ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c FASTENERS ROOF 1. Blocking between joists or rafters to top plate, toe nail 3-8d (21 /2" x 0.1 13") 2. Ceiling joists to plate, toe nail 3-8d (21 /2" x 0.1 13") 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-1Od 4. Collar tie rafter, face nail or 11 14" X 20 gage ridge strop 3-10d (3" x 0.128") 5. Rafter to plate, toe nail Roof rafters to ridge, valley or hip rafters: 2-16d (3 1/2" x 0.135") 6. toe nail 4-16d x 0.135face nail �311/2" 3-16d 31 /2" x 0.135 WALL 7. Built-up corner studs 10d (3" x 0.128") 24" O.C. 8. Built-up header, two pieces with 1/2" spacer 16d (3 1/2" x 0.135") 16" o.c. along each edge 9. Continued header, two pieces 16d (3 1/2" x 0.135") 16" o.c. along each edge 10. Continuous header to stud, toe nail 4-8d 2 1/2" x 0.113" 11. Double studs, face nail IOd (3" x 0.128") 24" O.C. 12. Double top plates, face nail IOd (3" x 0.128") 24" O.C. 13. Double top plates, min. 48" offset of end joints, face nail in lapped area 8-16d 31 2 x 0.135 14. Sole plate to joist or blocking, face nail 16(3172T x 0.135 16" O.C. 15. Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2" x 0.135") 16" O.C. 16. Stud to sole plate, toe nail 3-8d (2 1/2" x 0.1 13") - or 2-16d 3 1/2" x 0.135" 17. Top or sole plate to stud, end nail 2-16d 3 1/2" x 0.135" 18. Top plates, laps at corners and intersections, face nail 2-10d (3"x 0.128") 19. 1" brace to each stud and plate, face nail 2-8d (2 1/2" x 0.113") 2 staples 1 3/4" 20. 1" x 6" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 2 staples 1 3/4" 21. 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.1 13") 3 staples 1 3/4" 22. Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2 1/2" x 0.113") 4 staples 1 3/4" FLOOR 23. Joist to sill or girder, toe nail 3-8d (2 1/2" x 0.113") 24. 1" x 6" subfloor or less to each joist, face nail 2-8d (2 1/2" x 0.1 13") 2 staples 1 3/4" 25. 2" subfloor to joist or girder, blind and face nail 2-16d (3 1/2" x 0.135") 26. Rim joist to top plate, toe nail (roof applications also) 8d (21 1 t x 0.1 13") 6" O.C. 27. 2" planks (plank & beam -floor & roof) 2-16d (3 1/2" x 0.135") At each bearing Nail each layer as follows: 32'o.c. at top an 28. Built-up girders and beams, 2-inch lumber layers lad (3" x 0.128") bottom and staggered.Two nail at ends and at each splice. 29. Ledger strip supporting joists or rafters 3-16d (3 1 2" x 0.135")l At ea joist or RR For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 mis; Iksi = 6.895 MPa. a. All nails are smooth -common, box or deformed shanks except where otherwise stated. nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 KSI for shank diameter of 0.192 inch (20d common nail), 90 KSI for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 KSI for shank diameters of 0.142 inch or less. b. Nails are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied \erticolly. e. Spacing of fasteners not included in this table shall be based on table r602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed ( 2 Y2" x 0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. when basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to astm c 1396 and shall be installed in accordance with go 253. fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. blocking of roof or floor sheath-ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. floor perimeter shall be supported by framing members or solid blocking. Earthquake design data Seismic importance factor. and occupancy category II-2 Story Shear Vx 8.38(K) Mapped spectral response accelerations S.s. 1.51g Total weight of building 45.89(K) Mapped spectral response accelerations S.1. 0.50 g Seismic respponse coefficient(s). Cs(max) 0.84 g Site Class D Response modification factor(s). R 6.5 Spectral response coefficient SDS. 1.19 Redundancy Factor Used 1.3 Spectral response coefficient SD1. 0.89 Seismic design category D Design load bearing value of soils 1500psf 1 11 Analysis Procedure Used -Equivalent Lateral Force Kl FOR Maste Date: Wind design data Ultimate design wind speed 120 mph NASD) ominal design speed 85 mph Risk category ll Wind exposure B Internal pressure coefficient 0.18 Cladding design wind pressure qh 5.83 sf P SHEAR WALL SCHEDULE MARK MATERIAL PANEL NAILING BLK G TO DBL. PLATE CONN. SHEAR CAPAC. PLATE THK. A. BOLTS SILL PLATE CONNECTION PERIM. FIELD 15/32"STRUC-1 PLY. 8d @ 8d © S.S.T. "A35" @ 550 #/FT. 3x 5/8" @ 16"o.c. 16 d @ 6"o.c. 3' o. C. 12' o. c. 16' o. c. 15/32"STRUC-1 PLY. 8d @ 8d ® 12' S.S.T. "A35" © 280 #/FT. 3x 5/8" @ 32"o.c. 16 d @ 6"o.c. 6' o. c. o. c. 16' o. c. 1. THIS NAILING SCHEDULE IS IN ADDITION TO MIN. NAILING REQUIRED BY UBC. USE COMMON NAILS ONLY. 2* FRAMING AT BOUNDARY AND PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED FOR ALL PLYWOOD. SHEAR WALLS WITH SHEAR VALUES EXCEEDING 300#/FT. NAILING EDGE DISTANCE FOR 3x BOUNDARY AND PANEL EDGE MEMBERS SHALL BE 1/2" MIN. 3. ANCHOR BOLTS SHALL HAVE MINIMUM EMBEDMENT OF 8" AND BEARING PLATE 2-1/2 x 2-1/2 x 1/4" 4. ALL INTERIOR WALLS SHALL HAVE HILTI ON WITH MINIMUM PENETRATION OF 1 1/8" INTO CONCRETE SLAB @ 32" OC UNO, ICBO #2388. 5. THE MAX. ALLOWABLE SHEAR FOR 3-PLY PLYWOOD, LESS THAN 5/8" THICKNESS SHALL NOT EXCEED 200#/FT. 6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1-5/8" ARE SPACED 3" OR LESS ON CENTER. 7. FOR EXISTING FRAMING WITH SHEAR VALUE MORE THAN 300#/FT., 2x BLOCKING SHALL BE ADDED ON TOP OF EXISTING 2x BOTTOM SILL PLATE WITH 16d NAILS @ 4"o.c. 8. ALL DIAPHRAGM AND SHEARWALL NAILING SHALL UTILIZE COMMON NAILS. 9. ALL WOOD STRUCTURAL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED AT ALL PANEL EDGES. ENGINIAIR, Design & Development Design & Development 3655 TORRANCE BLVD. STE 300 TORRANCE, CA 90503 Tel: 1-877-8211213 E-Mail: info®enginiar.com OQ�pF F E SS/O� VEL9 q�F C76091 T Cr E X11 0630.2026 � OWNER: �IESUS ECPEL PHONE: ADDRESS: 2314 LARCHMONT AVE. SANTA ANA, CA 92706 SCALE: N.T.S DESIGN BY: F. B. DRAWN BY: E.W DATE: REV.0 05-24-24 JOB No.: 18-SANA-24 SHEET: CITY OF SANTA ANC v_K: ncy 1 06 U W m U W '-3'L 1 9'-9" 1 1 '-G" FRAMING PLAN SCALE: 11411 = 1 '-0" 4 P RnnF BOUNDARY NAILING 8d @ 6" EDGE NAILING 8d ®6' INTERMEDIATE NAILING 8d ® 12" 2x4 FLAT BLOCK THROUGHOUT YES TYP.PLY. LAYOUT NAILING NOT TO SCALE E)ROOF PLY. PER PLAN HEADER SCHEDULE OPENING UP TO 4'-0" 4'-0"-6'-0" 6'—O"-8.—O" 8'—O"-10'—O" ROOF HEADER TRIMMER 4x4 1 2x6 4x6 1 2x6 4x8 2 2x6 4.10 2 2,6 mnv. PLT. BL. TOP PLT. SPLICE I 18 16d (4)16 :S HEADER PER PLAN BLK'G. 0 MID.- (PER SCHEDULE MIN.) rHT. (8'-0" MAX.) TRIMMER PER SCHEDULE DBL. KINGSTUD FOR OPENING UP TO 8'-0" 2x SILL PLT. 16d 0 12"o.c. (STAG.) Lr 9" MAX. NCHOR BOLT ONLY AT 5 MIN. SLAB AND FOOTING 1 STUD WALL FRAMING NOT TO SCALE I (E)2x RAFTERS PER PLAN (N)S.S.T. "A-35" ` (6)16d COMMON @ LAPS © 32"o.c. /,—(N)8d © 6"o.c. (N)2x BLK'G (N)16d @ 8"o.c. \ EACH FACE (N)2X8 C.J.' (N)DBL. 2x TOP PLT. (N)2x STUDS @ 16"o.c. (N)STUCCO OR PLY. SHEAR WALL, EITHER SIDE. (SEE PLAN) SHEAR TRANSFER @ ROOF NOT TO SCALE x Q D/3"MAX. X x Q \ o X z D/3"MAX. Z N p N �O:Z\ O NOTCHING = 8"-6"=2" MAX NOTCHING--->2x8= 8/4= 2" Ok NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOIST (NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN) (HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) NOTCHING R,C AND F NOT TO SCALE GENERAL FRAMING NOTES 1. ALL SHEAR WALLS SHALL BE EXTENDED TO ROOF SHEATHING AND BOUNDARY NAILING SHALL BE PROVIDED. 2. ALL FRAMING MEMBERS SHALL BE DF#2 U.N.O. EXCEPT 6X MEMBERS SHALL BE DF#1. 3. ® REPRESENTS DOUBLE STUDS UNO PER DETAIL 2 SHEET S02. 4. • REPRESENTS HDU PER DETAIL 2 ON SHEET S03. 5. STUDS SHALL BE 2X4 @ 16" O.C. 6. TYP. REPRESENTS A DETAIL THAT SHALL BE FOLLOW ON ANY CONNECTIONS SIMILAR TO THE CITED DETAIL. (E)ROOF SHEATHING (N)BOUNDARY NAIL- 1/2" CLR.--7 (E ) ROOF SHEATHING (N)16d @ \ t ( E) _----(N)EDGE NAILING JJJ RAFT. 12 (E)RAFTERS 0.C. N)"A-35"'s @32"o.c. (E)2x STUD i( WALL PER PLAN DEIL. 12P (N)SHEARWALL _PLT. � PER PLAN INTERIOR OR EXTERIOR R.R. PAR, TO SHEAR WALL NOT TO SCALE BLK'G 2x STUDS DBL. TOP PLT WOOD BEAM N)BOUNDARY NAIL (N)EDGE NAILING (N)SHEARWALL PER PLAN S.S.T. "MST-48" PTDRAG STRUT DPOST OR MULTIPLE STUDS 4'-0" LAP (18)16d TYP. PLT. SPLICE HEADER OR BEAM TOP PLT. SHEAR TRANSFER NOT TO SCALE ROOF SHEATING 7. ROOF SHEATHING SHALL BE 1 /2" CDX (32/16) PLY'WD, STAGGERED AND NAILED W/ 8D COMMON @ 6:6:12, PER DIET. HEREON. (STAGGER EDGES OVER NEW/OLD JUNCTURE WHERE APPLIES) LOADS ROOF DEAD LOAD 16 psf CEILING DEAD LOAD 10 psf ROOF LIVE LOAD 20 psf CEILING LIVE LOAD 10 psf FO Mast( Date: ENGINIA1%, Design & Development Desien & Development 3655 Torrance Blvd. Ste.300 Torrance, Ca, 90503 Toll Free: 1—877-821 —1213 E—Mail: info@enginiar.com www.enginior.com /6pFFESS/p\ O �� VE '9le` y�� 40. ZC C76091 d EXP. o6•ao-zoz6 -w \ CIViv \�OF CAL1F OWNER: JESUS LOPEZ ADDRESS: 2314 LARCHMONT AVE. SANTA ANA, CA 92706 SCALE: 1 /4"=1'-0" DESIGN BY: F. B. DRAWN BY: E.W DATE: REM 05-24-24 JOB No.: 18-SANA-24 SHEET: S02 CITY OF SANTA ANA 0 � C neyI A.BOLT 016'O.C. I I I I I II I I I I I I I I (E) RAGED FOUNDATION --------- -----------------------, I I I I I I I I I I I I I I I I I (E) RAGED FOUNDATION I I I � I I I I � � I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I i I I L---------------- ---------------j I ----I--- --— —----1---------J FOUNDATION PLAN SCALE: 114" = I'_0" (E OR N)2x STUDS---- 2x PLT. (N)SHEATHING PER PLAN \ (N)S.S.T. "A-35" @ 32"o.c. (N)SSTB16 5/8"DIA. 38' (N)2x D.F.P.T. PLT. (N)2x F.J.'s PER PLAN (N)EXTER. COVER PER PLAN (N)16d ® 6"o.c. (N)2x BLK'G. (N)POURED CONC. STEM /(USE #3 VERT. ® 24" o.c. IF OVER 24" IN HT. ABOVE FOOTING) N)(2)3x3xO.229" STEEL PLT. OR BLOCKING , N)WEEP SCREED WHERE OCCUR Q z 8"MIN. 8" MIN. iii T. FG CRAWLSPACE Aa llI=III=III=' w °0 1-III-1 1. a .. 6" MIN—. z N (2)#4 BARS CONT. T & B — — _ ';°`; 12" MIN. (N)POURED CONC. FTG.—_--/ 11 2 3" CLR.* STUCCO ONLY RAISED FTN . EXT. FOOT N G NOT TO SCALE *SEE HOLDOWN BOLTS TABLE FOR TYPES EMBEDMENT AND DIAMETER. NOTE: STUDS TO BE CONT. N)EXTER. COVER PER PLAN EDGES OF SHEAR PANELS (N)S.S.T. "H. ." PER PLAN WHERE H.D.'S ARE REQ'D. (LARR:25720) (N)S.S.T. CNW 5/8 (N)A.B.'S 5/8 ASTM F1554 GRADE 36 (N)PLY. PER PLAN WEEP SCREED* (N)2x D.F.P.T. PLT.E(N)POURED CONC. STEM (USE #3 VERT. @ 24" (N)2x FLR. JST's ox. IF OVER 24" IN � HT. ABOVE FOOTING.) �z z Q 8" MIN. o- CRAWLSPACE — — — F.G. A l l III-1 I -1 I P It + �a 6" MIN. z (2)#4 CONT. T&B '-III i 12" MIN. POURED CONC. FTG. F.G. 12" L3" CLR. AT STUCCO HOEDOWN NOT TO SCALE PROVIDE S.S.T. "ST22" ® NEW/ EXIST. SILL PLT. CONNECTION (WHERE OCCURS) EXIST. 2x P.T. PLT. TOP OF (E) CONC. USE SIKADUR 32 OR EQUIVALENT ROUGHEN CONCRETE BEFORE POURING FOUNDATION NEW 2x P.T. PLT. TOP OF (N) CONC. 9� D (1)#4 DOWEL , TOP & BOTT. ° W/"EPDXY-TIE" P SYSTEM HILTI RE 100 ESR-3829 BOTT. OF I 8 12 I , BOTT. OF (E) FTG. >.D. (N) FTG. * MIN. EMBED. PLAN. ON EXIST. FTG. l NEW NEW TO EXISTING FTG. NOT TO SCALE (N)SSTB16 5/8"DIA. (N)D.F.P.T. PLT. @ 38" (N)(2)3x3x3/16" (N)S.S.T GH 48-8 STEEL PLT. WASHER # 4 TOP. z 00 _j FG � k � � I W _ 6"MIN. (N)GIRDER z (N)POURED CONC. FTG. t `V (N)(2)#4 BARS CONT. T&B 12" GIRDER- FOUNDATION NOT TO SCALE (N)SHEATHING PER PLA (N)2x FLOOR JOIST — PER PLAN , Al z - o� 4x4 POST N Z 777^ (N)(3)# 16' SQ. PAC EACH DIRECTION RAISED FLOOR PIER NOT TO SCALE 2x BLK'G -- (N)4x GIRDER PER PLAN (N)S.S.T. "BC4" (N)S.S.T. PB44 FG (N)POURED CONC. FTG. GENERAL FOUNDATION NOTES 1. SOME ASSUMPTIONS WERE MADE ABOUT INACCESSIBLE PORTIONS OF THE EXISTING FOUNDATION AND FRAMING 3ASED ON COMMON BUILDING PRACTICES TODAY. THE CONTRACTOR I SHOULD VERIFY ALL EXISTING CONDITIONS PRIOR TO ST RTIE ANY WORK AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THIS OFFICE. 2. FOUNDATION DESIGN IS BASED ON SOIL BEARING CAPACITY OF 150CPSF. Md ( 3. USE 2500 PSI CONCRETE FOR FOUNDATION TYPE V CE E"T AND WATER -CEMENT RATIO 0.45 MAX. 4. SATURE THE SOIL 18-IN DEEP BEFORE PLACING THE CONCRETE SLAB. 5. WEEP SCREED FOR STUCCO PLATE LINE SHALL BE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS.(CRC R703.7.2.1, CBC 2512.1.2) ANCHOR BOLTS, FASTENERS AND HOLD-DOWNS NOTES 6. ANCHOR BOLTS SHALL BE MIN. 5/8"OX12"L. "L"-BOLTS W/ 3"X3"XO.229" PLATE WASHERS @ 48"O.C. (U.N.O.) & WITHIN 12" OF PLT. CUTS AND EMBEDDED 9" INTO CONC. (U.N.O.) (SEE SHEARWALL SCHEDULE WHERE APPLIES) 7. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229 X 3 IN X 3 IN PLATE WASHERS ON THE POST OPPOSITE THE HOLD-DOWN, AND HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE HALFT WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 8. HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 9. ALL ANCHOR BOLTS & H.DOWN BOLTS SHALL BE PLACED WITH TEMPLATE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 10. FASTENERS AND CONNECTORS (NAILS, ANCHOR BLOTS, ETC.) IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.(CRC R317.3, CBC 2304.10.5.1) 11. ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229"X3"X3" IN SIZE, BETWEEN SILL PLATE AND NUT. (CRC R602.11.1, CBC 2308.3.2, ACCEPTABLE ALTERNATE SDPWS 4.3.6.4.3) GRADING NOTE 121. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS REPORT IS REQUIRED. CONTRACTORS NOTES 1.1i, THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING ANY WORK AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THIS OFFICE. 14. IT'S CONTRACTORS RESPONSIBILITY TO PROPERLY SHORE STRUCTURE DURING CONSTRUCTION. HOLD-DOWN SPECIFICATIONS HOLDOWN BOLTS TABLE HDU # EPDXY NEW JANCHOR BOLT MIN. EMBEDMENT DIA. HDU2 X SSTB16 13 in. 5/8" HDU4 X SSTD16 13 in. 5/8" ENGINIA]PL%, Design & Development Desien & Develo>ment 3655 Torrance Blvd. Ste.300 Torrance, Ca, 90503 Toll Free: 1—877-821 —1213 E—Mail: infoOenginiar.com www.enginior.com /SoFFESS/p,V S� 4 VETS 9��A CO76091 m d EXP. 06.30.2026 C-A \� CIv�� ���� /l I AIA I r-r). JESUS LOPEZ ADDRESS: 2314 LARCHMONT AVE. SANTA ANA, CA 92706 SCALE: 1 /4"=1'-0" DESIGN BY: F. B. DRAWN BY: E.W DATE: REV.0 05-24-24 JOB No.: 18-SANA-24 SHEET: REVISIONS BY REVISIONS BY Fabian Buenaventura ENGINIAR Design & Development 3655 Torrance Blvd STE300 TORRANCE, CA 90503 Fabian Buenaventura REVISIONS BY CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1. The minimum length of each EVCS space shall be 18 feet (5486 mm). 2. The minimum width of each EVCS space shall be 9 feet (2743 mm). 3. One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS 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. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” 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. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 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 MAYOR 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 CITY CLERK Jennifer L. Hall August 23, 2024 Also sent via email to: fabianbtura@enginar.com Jesus Lopez 2314 N Larchmont Avenue Santa Ana, CA. 92706 Subject: Address Assignment for a new Accessory Dwelling Unit located at 2314 North Larchmont Avenue and (APN: 003-100-19) in Santa Ana, CA Dear Jesus, 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 a new Accessory Dwelling Unit located at 2314 North Larchmont Avenue and (APN: 003-100- 19). 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 1. 2314 N. Larchmont Avenue Unit 2 (Address for a new ADU). 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) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Address Letter for 2314 N. Larchmont Avenue Page 2 of 2 Exhibit A – Address Plan 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 LEGAL INFORMATION PARCEL No: ADDRESS: PROPERTY TYPE: SINGLE FAMILY OWNER: PLANS PREPARED BY: FABIAN BUENAVENTURA 3655 TORRANCE BLVD. STE 300 TORRANCE, CA 90503 (310)-7705538 RESIDENCE NUMBER OF STORIES: 1 STORY BUILDINGS SUMMARY DESCRIPTION AREA (SQ.FT.) 6,490LOT SIZE 33.50 %LOT COVERAGE RATIO SCOPE OF WORK: 003-100-19 "THE EXISTING BUILDING IS NOT PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM." "THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM." 1- CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS BEFORE BEGINNING ANY WORK CONSTRUCTION REQUIREMENTS: 2- NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY.BORED HOLES 3- INTERIOR FINISHES IN GROUP R-3 OCCUPANCIES SHALL HAVE A MINIMUM FLAME SPREAD CLASSIFICATION OF III IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/ 60% RESPECTIVELY. EXCEPT IN KITCHENS, BATHROOMS AND GARAGES. ALL WORK SHALL CONFORM TO THE: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE OCCUPANCY GROUP: R1 CONSTRUCTION TYPE: VB VICINITY PLAN (E) ONE-STORY PLOT PLAN ARCHITECTURAL SHEETS 1 OF 4 SCALE: 1/8"=1'-0" (E) ONE-STORY HOME - THE INTENT OF THIS PROJECT IS CONVERT THE (E)GARAGE INTO AN ADU (401.4 SQ.FT) TRACK:TR 1562 LOT:4CONCRETE LANDSCAPE (E)PATIO COVER SYMBOL NOTES INDEX LINE TYPES PROPERTY LINE STRUCTURE FOOTPRINT ROOF PLAN 2 OF 4 PROPOSED FLOOR PLAN 3 OF 4 ELEVATIONS PLAN A1 A2 A3 1,267 (E)PATIO COVER 289.5 (E)GARAGE TO BE CONVERTED INTO AN ADU N 401.4 2314 LARCHMONT AVE.SANTA ANA, CA 92706 JESUS LOPEZ 11 0 ' - 0 " (E) ONE-STORY HOME (E)PATIO COVER PL PL PL PL 5'-7"23'-10" 26 ' - 1 0 " 29 ' - 2 " 21 ' - 3 " 33 ' - 8 " 20 ' - 3 " 26'-5" 43 ' - 8 " 12 ' - 5 " 23'-5" 59'-1" LARCHMONT AVENUE  HOME (E ) 4 : 1 2 (E ) 4 : 1 2 (E)4:12 (E)4:12 SITE LOCATION. EXISTING FLOOR PLAN 4 OF 4A4 1 OF 2STRUCTURAL NOTESS01 2 OF 2ROOF & FOUNDATION PLANS02 STRUCTURAL SHEETS TITLE 24 1-3 PAGE (E)GARAGE TO BE CONVERTED INTO AN ADU AC T.W.H. AC NEW AC UNITS. NEW THANKLESS WATER HEATERT-W/H Design & Development NEW: 2314 N LARCHMONT AVE UNIT 2 EXISTING: 2314 N LARCHMONT AVE EXHIBIT A - ADDRESS PLAN CITY OF SANTA ANA Planning and Building Agency r— BUILDING ENERGY ANALYSIS REPORT I o_.�hYA\/A� FOR PERMIT ISSUANCE Master ID: Date: PROJECT: GARAGE TO BE CONVERTED INTO A.D.U. 2314 LARCHMONT AVEUE UNIT 2 SANTA ANA, CA 92706 Project Designer: Report Prepared by: Perfect Design & Management 2416 W. VALLEY BLVD. ALHAMBRA, CA 91803 (626)289-8808 oFESS10 A �oQoo�ENcZ a c2 25 �c Job Number: —CH .OF oQ� rgrF of cP�� R24-1953RR Date: 1 /21 /2025 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft. LLC — www.energysoft.com. CITY OF SANTA ANA Planning and Building Agency TABLE OF CONTENTS Cover Page Table of Contents Form CF1 R-PRF-01-E Certificate of Compliance Form RMS-1 Residential Measures Summary Form MF1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads FOR PERMIT ISSUANCE Master ID: Date: 1 I 3 12 13 18 19 20 21 CITY OF SANTA ANA Planning and Building Agency Q 0 Z in W LU T W � � c Z Q o U N W Q1 c0 O F- W C Q O o' a Q `U l7 � a 01 E m Z O V m o U O FU D U m O1 O N N � own Q w O 00 •--i .� .-� m o o V M n .-, a o V 0 Z O_ QJ > � c ,o v1 O_ N > 3 O n to ra a00i v o t c = c 3 O o E 0 0 o v m E O o 0 a O Z LV6 O b m Q c O ar Qn a@+ Q) a`Ui a Qp N _m Q O O w a c O a c c d 3 0 O Z Y 0 � O ¢ w O Li N N Ci Q N F Z z W C 0 w > z Q 03 O w LD Q L7 _T ° Q H W Q zcc L x cc N Q a vL m oo Ln ¢ o U 0 v a Z a ti r+ tw Z Q) E Z c Q1 z H c 3 K c 0 'v V O J y a �' U Q, a O _ O.15 N w c LO -4 u U Q/ a FT C a '7 m w s O !/VI v a N f0 v Q O o LL N f0 d Q O O w N fd QJ ¢ 0 o w C > 0 U 0 a m w CL >.. F aJ w v -o 'o :D U U U O ¢ c O_ m c � Z O i a Q N 'X uw cc cc O LL Q Uj w Z .-1 O N O m O C O LDk-4 O C .�1 LG .--� m .--t O N NW N C7 E 0 O m E 0 O Ln O Co 1-1 O Q E O O Co O On C .N w N M O Q Lo Lo � f0 H On x N V x � N � O 19 L O y a Q � O •Y Q1 %a m ¢ m a j O m a Q m t; O Q, O c N LLD O x Z O J fO Q d ¢ Z cd O � w O Q a A m F®R FI Co O � Y v W a u mate ID: E O O on y m is H E O 0 D o m o 0 v a Q E 0 O Ln o a a m o to c H X W N K Lu f9 Q1 DO IT G ¢ m a @ O � N N J Q Z V N a o c Q 'N a o v ¢ 0 Q Z N 0 Z axi v C J w 3 NO m Q, O c0 m c 3 O v w c N Ln uj U Z Q E � Q J Q Z o Z 00 O o J � N w 0 ¢ proved ry ,MIT ISS49-CE n rti v Ln N Ln C � C 2' W Ln N W U O .Qj w Oz O a`w x �U 0a w o a 2 b � A v 0 N : N c 47 y N Ot m N n b � N � O Z o p O O .. a O N N a p O > W o v Y Q N .. • C o C O O •� C ip •vL °E Q` > p ° > m c t E 00 � O Qj a L Q) Vi Q, U c K K uj .U..a,' �y U ul � O11/f C� U K c C >b Lo U L CC) O c OWv C:1 W E v N O=y= O �� N O N O �v,ry N 0 U C N Lo >� D own O N vE a ov ao> Ln c c N u 'z 2 t y W mE c" v ai LU � a ` W O b �p O O W C m c � Q°q ¢ �OcU 2 ti CITY OF SANTA ANA Planning and Building Agency O O 00 O rV Ln N N Ln H rvr'4 A O N O N cGcl C Ol M 0 C O _a 7 io U a fV N a rn Ln e-1 V N 2' d E ro Z d LL 7 a c Approved FOR PERMIT ISSUAWE v r, C � � N Master ID: �w c Date: W N w U O y C oa l7 aw t! Ln T U Q w o a =b � i m v O '3 a v m N N Ln o In � N O N Q b Ci N ; O r O O O O N q O rV QU O O N i0 a� n oN .. O o C O O .2 E a > M do > o c t E O 0 D a O- L aJ v a) u D' O K IN Ln 4' w w 2 U c ti G j bb a� c al �c u U Qi o vv a O 'u c ow$U 00 °g C, o OYc C ti Z fV O C N O O O O N O 0Uc n Ln >- -2 q- O b Q N vE c O aaa� Ln G 0 C N v =y w E vv G� N Z c cow Obi to ..Z 5 ^wcmum aaj Q b CITY OF SANTA ANA Planning and Building Agency 0 0 00 O N Ln N N Ln X � N .-I N N � u1 Cr N � O n1 N � al Q1 � N y �9 0 � C Z O (V IC LL :3 7 V C � a u � c O 2 0 w � N W > z C O Q U V N W Co 0 W C l7 O cc a Q `u V) ni a) (0 C Z U ro N U •� f9 O_ U N C ° W lD N F C 0 o `0 IC C 1vi d 5] Da ° LU C O O O O O .c C ar c w T > N' ° C OD ° C Ln n N O Li pj O C)W tD lD rl 00 W a0 0t O •� N LnN LD r mO M Ln ° � N al � ° 0 O W a -- O a` QJ > � N 3 O \ H O C m CO v O O O O O O O O O O N O O T OG 0 0 W v ^, w ?• ~ lD N m n m -4 to 00 '•I to ° •N 1-- m V7 U) I- O N O 00 lD f-1 Ol 0000 lD O e-1 y nl 111 D ^ rn � N L � fa ° � .W.. C Y N a) T � N 7 O \ 7 r C Co OD a) � CD O O C)O C) C) CD O ° K v m 9 C fa 4 N r V7 C W < on to to U z c ca •X „ •Q c D N aJ E �• +T+ _ L L m J n ar o „ a, \ a O Y o v u o vu'i a, a w > y ^ o u` ° m aXi o °Z! o y c W m Q m rLCf Lna m 3 c t o LL �° a a a o 0 Ln W w F z W Approved N R PERMIT ISSUARCE q N H � v � C � � N :er ID: w Ln N W U C)7-9 v � Y C 0K LD aW N r 0 �u n w o v =b � ti L 0 3 v N ro N L2 o .c lD N iy O � N q N O O O O O N p O N b O O � � N � Q O C C, o C D N C p n m� > o c � E�U OO L a u a U Cr, 1/) w i NC v v �E Z' �a Ot � e� v m u � C C U z - O G C p O ? p CC � V a. C C O w�U O O�m c owE a) ov�`0� O = 6.aE fV O `. O Eo - O O N fV cc U� v U-) , -0r O b q C', N E C C) m0 Y V Q. Qta U � G Z N N U V D u U H� v2b w E�y v c Z 1mw pa`% to o, G 7 N ti v Q CC ~O ro U 2ti CITY OF SANTA ANA Planning and Building Agency O O 00 0 N N N V) N,4 � � N N �O O 1 N Cr N = O M fV U1 Ql G7 � H � N � fG 0 � C Z o y m LL U Q. U S w m c w `y m rn lD lD a � � C .m T N' 7 lD lD Co m M y N N C IG T N' 7 m �D Lo LnLn U ao as 'yr C V w w O o_ 0 a` T QN' m c aQi � Q Co Ga N N Co C D1 Ql pCa O Ln O Ln w m 'E > O fa � N U ba C C_ 'D O 7 C V c r6 F-° @ N >- z z w w - C m w w F Uj O Z - w Z C7 :D w w "I H If p w Y l7 H U Z W v O N Z w Z N ra w 7 Q O Q u = _C D m O Dj O X u =p C C E Q Q ,t a w r O- O >. Q bD v w � w w a ai 2 O > E 0 w y w m C '�a N � w � E o O C V O 'r- >=o > C r- O O r0 Q � O w w U N C C .Q w E 9 p U in Q E E 7 rn M Q w y CC w v L Q 7 y W U LL r0 ai m Q w m u w w a DD L LU LU O CC = 5 O Cf w LU G! F- 0 a .- fa Q E O u y `o u ro E O n i� w c w w U1 D O E w .Li no .� C a V) w E w = o w C —r O C O O C N O w u E M o vu w O v Q w v w v 4 T M 9 w 14 Lrl ° p m i C m N w N U N m Q w U O "a - Ln ai O 7 = -C C E a°D, Y v O U Q. U a aL °4 C ^ I T n p to Q o v _ v L C N a, C U w :° o o a L r- - a ,n bD 'J ~ C ° ro p w in O U ° i ° > ` ._ 7 `'�^C ate+ N E w Q Q E w o> o w o Y 7 c Y _ Y L In w +� O. c 7 fa w °D O O -O '6 c w N L w C C Ln m w v7i c._ n�.C= 7 w V a m'> > o v v v o v E a q3 Q 7 •" m a` a` 7° 7 W = Ln U = Y > > Q > LL O rn K w Y W 2 L w F- -O pp FOR PERM o m 3 w N z a er D: at E tD ea V)C O i+ N 2 2 � w 3 t 2 Ln c ^' o - Q1 U Q N w Q V o ° 0 0 w C O N w E w ~ m Z Z E O o m O w H w (� ? Q w z O > 2 rL w � C N T O O w C C O N O U Z o Q w E g a o z ix Ow w c p O ZLU '° L z or roved T ISSUNCE 4 N � N � W aW N WU O L: m Qj � c > vi w oz � aw � U C_ w o w xa � .v, v 0 a a N �N � C L� N O � N n a ri N l O O ,O C) �, C)N .-0 O N ar a o O E j `> pN O w n N .. • C o C O O C ti .v w o E v > t E 0 CO Q L w w u Ir c Cr N LU u vv uE V1b rn� � Ry V � � C Occ •a o ui E Oco Lu U Oo °' cc0 O p C owE w C,v o Old O ai N .'°. N O C'- N CDo O O n N W Lo U c n N > v O It a '� oC) c u v u N CD d Qt u U N W 7 N E v v 00 C0`w oDm °c° H � N W C Co m N u Q O Ob U 2m CITY OF SANTA ANA Planning and Building Agency 0 O 00 O N Ln N N Ln -1 x ry N -O c-1 � O 'L LA CC N O M N LA Ol d � E N ar ai m E C Z O N m LL V � fC O' U E Q O Z 0 W N UiT W > O Z Q O U N W co — O W c (D O � Q Q .` LA UC1 � C Z O U m a) 75 •O U d U N 7 N N OH m ai 0) (U a) z z z z z z c O G a) al a/ C) Cl C C C C O X O O O O W C C C C 3 m 4! f0 00 a o 0 0 o m O O � N C o m m m o o (Nn C C � O "O Q C 3 m m m r a v to N N V C '"� •"'� O Q W CO W W O O O C7 C D iA m t u C O C Co C C O L a+ E r- m o Co �° C C y Q N r{ 0 Cu V 7m 7 O 00 m O vi V) Ln Ll) ccm LL 3 o Cr',r Cr .-1 om � U U Cr 3 g g g g v a a a a a d o N O O of O O O O O LL 0 LL OJ LL 0 LL 0 LJl. 0 LL Uj Uj �"� U J J lai Q J "CV1 J Q � J Q O O O rl E 3 LL w o m Z N H V) r m om a) Q ?� O � mo N a O O O IX o 0 o z O U a) m n Co O O z m m K a) C m v o E 00 W O O O N m lA N O y O K O O Cr N C x O v � 0 O z a CJ rn O �T z a C � O K t O N i O o c o O O U Q z g C1 K 14 CD m O Z LJl U Q Q 00 � C C L � N N U u 'a-1 O N w Ln DA a`j u, :3 co m m w i N U LL U lL �"1 l7 z z 2 N N U (D N N ~ 2 Vf C) CJ �O ~ V 7 LL LL D z z � N O w O O p m Q $ N m N m W O a+ 75 L 00 C) 2 L LD 0 a 3 L L 7 O O o E " N 00 � c O � a o O V J J j J J N j 7 U O U N Q -o -o Z O g C_ C Z N 0 4! j C' o m 0 O v~i Z z uj w LL 3 Approved N FOR PERMIT ISSUAI"CE O N IU CL v, N Master ID: j Cn Fatew w Ln N LU U O r .. a) ti C1 O q 41 w aw N Z O = U Q w o a S b Cr v v 0 3 b m N N u'i o c Lo N -Z O N Q 0 0 O O fV O C:, N Cl b o O E a N `" N ,2 O o Cc: O .N C Q N O al > iC o > m 5 E O CU D0 CL t 0) '� a) u Cf Ln h W x U _C �u v) b° Cn �n N C V � - C ub m O c c Q o mm E c ow$U a CD °o O cm C C) WE C) O v o .N azvef o. N C:) CZ N CD C?�a ON co U) n U-) a?! obn.o N v� a,Ln — Lo N w N 'IT �p U U Zw E �� C o uJ ObWt� Co 1-• O 7 CC0Uu Ob z� CITY OF SANTA ANA Planning and Building Agency 0 0 LL w c a m m ri .a,. U 0 0 00 O N N N N Ln `-1 x N a U� 0-- N � O M N Ql C1 `� E N v ai a+ f0 m c Z O N (9 w V Q. is c u Q O Z_ 0 LU ? w z nC Z Q O v U N w co O LLJ r- 0 O � a `11 Qj d a I_ C m Z o u � 22 a 3 o a` u \ a O m CX N U L m N m C x t6 O x 7 [1] v \ N N C\ f .Y V C C Y 'O U fV N O Ol \ Co ^ v o v a o v\ o f N O O_ O\?O\ CD 3 Q fC a CC V Q OA O U> CC T eo > C7 m E :c c u u t 0)X n v l7 'p E E -EO L a m G E ro w m .--1 N O N .. m d of LL .0 C\ LL L r0 t o\ LL 7 H LnO\ N LL C -\ rn Q LL O m 0 0➢ \ J cc C O W OO LL C E = LL N> Q) -0 N Y y m LL LL V O fU N c U x c u)> v) \ a U c w o U O O m j � U 1� O O tJ w cO Ln O p M O O O Ci 7 O - N N H SC O v 7 Ql O Z O \ C O Z C O Z C 10 \ Q) \ \ O p Z U1 O a) O y V C Z Z Z mLn C) m o O > � K O H (j U U V O O O CO C C C C C O E x N x N x N v fV a >� > O x O F C v E N N O E m i- E C m o Y V Z 2 LL O U LL O U C O O O O O O u O O a, cL o F O O > O Q N 9 u N u o u 3 to mO C O VI x Q O Uaj U m N z Z E a z= u cc CDm a a c o o o cr O Ln JO LL LL 3 o vOi � o o rn .--/ V o m W 7 c mcL � V Q a 0 Approved FOR PERMIT ISSUf4CE L � Ln Master ID: u cA w o Date: WLn N W U O 4i o v ` y v� v c o� aw Ln = o m� a w o O =b � `v O `o Ln N � Lo o c )n y N O N o b N ID O O O O N -0 C:, rV b b O C, b N fC \ O Ja0+ Q co C O a ¢ C C, E v> m C) O z m > m U) t E C pp.Q Q L W pp N u N u z cc v) C a —_ K W CoLu Z v.. HC Lv uE C O Ln a me u C C Clu _ E m O v u v = Oo v� Q u� E O OWUU N O LL > f9 ap t0 O.. of:OO O c C o owE v z Ovoa m N o N > C? � N o N t O rl z 0 = Luc LQ m cN _U N � t9 w c u O vo n > o rn> u Lna to c m c m v _ 6 V a u u a O �4 O c O 6 i > E aci ai m f0 v z C w u w m to ^ c oar Z m N c O m m 6.ov 0 Cf roc V m z� CITY OF SANTA ANA Planning and Building Agency 11 a, 0 LL CC a a � LL O 0 00 O N L! 1 N N Un H N 1- O L1 N O N OJ d C O !9 3 f9 u D 0 Q 0 LU Lij 0 H Z O U W m O Uj Q kD G1 E M N N 'o a .N C Q N N v C O Q •L v c O 7 M U m 3C N v m o S v E a6 « IO Z 2 x 0 O 00 � C ; Uj Uj 2 C M O d n O O. E� C O N z U Q t0 C M E �n O v v x n C N O N C Ln o o .a E z a� E z v v � 'IT v a 2 2 � v = � 0 3 al a H C M O � a o C L N VI 0 FT 0 O 2 N C)E ar _ � a v N 7T O 2 LU } N z Z Q + a! E � = o m z = w O a 3 Y � M C M u O J to C N er 3 = LL C: � O N O y 14 J -0 p w o 'D c � c �o N `0 C O X x C N; Y CD F O C 00 C O p M 'a o Y CL O O N C CO. 00 C m 2 2 O m w n c v m o o W m to o c c aL aj 0 a F w w 0 O O C OV�O O C = � 0 it al O N CL a C j M O F Y M ^ C C C m U c a) CL N o w v H l7 2 W Uj Uj W = � a` w O m o v f- z x 3 v H 0 3 > C) O OCr lT aj Fa v 0 � p a`, z 0 0 N r C V O � W o Cr o 3 0 i z C O .j L W aJ N c O F Z a E O U O 7 'p L N NC Cr 0 0 r�0 0 Ez 0 v oa c -a ai Q M 'a 5 Cr O y cc O � a Z C O � � N m 3 7 Q p C a/ of Z O d a O � U a z LL LU LU N LU W x •-/ \ ri aJ Z m O N w Z � x 2 U Q Uj Q 3 vAa p P Eli Cr o 01 E v L aster ID: atv: M C 00 O c \ O L N O a/ O fC Z � W t6 \ C aJ E 0_ 'D O Q C w 00 00 U C_ 0 O V E E E a, f0 z >- N o c C E to =3 o• _c 0 ° m a, U _ c a E 0_ .5 o c w r as c° c 2 a' E E v z N Vl o C D O � E CD C Y 3 d � a) S � = OD a1 H E o V O v 00 w ? N _ In -C>- N 0 z Z W p m z !Z O o z E w O O m w a z > w Q Z a� O In roved IT ISSUANCE n ^� N � 4 I °¢ rl N U, a o a = N W U O v ai Y C Oq u, 2 �u 0a W O QJ Sa � v L 0 a v ro N � N Lo o c L 04 O y N m n ,y N a O r O O O OQj N C) a O O > O a n N C m o E v yE t E O nu c°_ a = a) a, U cc � V) w U. Ina° rn� c- '� y U a� C Q m .L' O C C Q CD ti CD �� E �Z-c ow$ V C) a C — � Oi0 ,f0 Cl C b C ou,E ai O o al O of N O o N O@�rj O to>w� O C O N vE c v as>>' V N a j N V p � EEv V T U W � T Z 0m w CO b� m m�°� I-o- �Z3 N w C Co ti aODi F " Q �Q� u zM CITY OF SANTA ANA Planning and Building Agency W F 0 LL W Cr Q, a � � a U 0 O fb O N Ln N N Ln -i x �- N .-i fV N -O O �Il � N � O M N LI) 01 fU � E � H of f9 � fC c Z O y fC LL _u Q f9 C U O - v n � E O M w ' N CL L E ri > N Ln cc a a` L w Qj x = `o N CL Q) CL H E c Ln to O u 61 io C m O O �••� C a-' N O C N O } O U Z Cr w o ri CrU, C w w N O h0 C tA N Ct C O _ w w O W V) U to a C v w 00 O - Q) CL 0 V w Cr ULn w w w 'i O r` O o 0• U W n �T CD O Lo (D a f0 o N U to Ln a O In = LL C) p N V) w x a bn V C C QJw u CL CL O Q7 u T ~ N 2 � w 16 v o E _ Z v O. N H u ^' O E � Q1 a _ > N U fn 0- 2 0- CL E a)E E i w O m v x Z n } u 2 v1 2 m C .Y Cn o x v CL N > Q/ U > m C f0 a =00 O p t0 } � V w > N d Q1 Vf w x O v Z > a an 2 C (J m Q/ UD to v y Q) O � } � V Q) > N v O W w 1P1"7 O - N fY O a > W to N rr w a W fr Q) 7 f `) a p W v Q1 o - Z > d m H 0 3 O 0 'a O 3 v � li N Q � fS LU >LU "= o j Z � x E Ln a v n N E � T 7 a v n Q Q L w x O f0 Z = a v U s 2 = o > C C O = O ti C 6 O = a O fr C YO C V Z 0 0 o v "O 7 v c D C O t CO fi v UV O C O Z C E v a v 0 a c (0 D _ 0 0 = M fvi Qua) Q m Q N O Z v v to v -a 0)mC C n O V _ 7 o i, '= n v 7 C Ln 00 O J U O Z OD N n C v In G) f6 7 CD v a Cr v a Q ta O Z M Q (12i C t0 7 0 -O o 0 0 g E C Cr 3� !r v C C Q) v � o «O N . u 'o fO n = V- My c V N (TO r Q � C u W W 0 w Ln A fr w O O O 2] O 7 Cr x m Cr ai Z LD a O w N U Z rq Q f6 = n 7 CT Q C) v a L M U 0u o > z 0 a D d ry Q E v w x E >- N n U O z E Q a � J m = Q m Ap pro OR3'E MIT I fr C)f0 M49ster ID: Dz te: c 0 Co N } j x n• Y T to f G LL n O , 0 Q 0 O Z m 7 M U V C :6 c L H v n W Q1OZ to 0 c Ln V Q) C \ O > W K Q N \ C - W OD (ti Q) QJ moo c v -', o z C Q) y va 7 O LL -C w a U C m o u w w�- v1 m w 3 C LL 0 w U Ln Q O p N Q a H J E Z Cr c0 Q Q O C Ql E > O _ v 3 O � o Z ed SU ICE G N v Lo e° r4 V Ww o u wi N wu o � ~ C o� Q (1 W w Vl U O CCa w o v = O � m W 0 a v m N N 4j O c W � N om N Q N CD a O O O O � O N (Lia O N j O i C m o E v > 4 r E O CD C CLL Q) .N Q) U fr J fr N V) W 2 Ci v �E in a° 0- t: v M C U m CD c O cl E c 41 o U a C, ova OwcE v Ovo N Oai Yv O MEN 0�00 O v fV Q `v COV C N fn >Q � �av O b 0 N v E C C:) ma Ya u d a� N v v u Uj a)mvw O C y 00 C Z U ti W o u° ° cm - m C 7 �wC Co Q) 'au U Q cco� U Zm W � 0 0 LL m Cr a eo m L� v u O O 00 O N N N N Sri ♦4 N rl N N "O O 'L N � O M N � d E N N 6! f6 O to c Z o 2V m LL 7 +' U a u S Ii W L W ? > m Z C O Q U W N CO O H 0 O = O. < `u Vf ci a, E m Z C u m OJ V a` u bey C Ol 7 w OO L Eit 3 G v O >n c7 �} ti u cc C9 c9 � , � E CO z W� U LL1 �y u u O Y m l! 0 E 0 CO v y a U� u c •- a, ro a m m a L E v o p u p N O 0 " O Q. N H OJ C w O t C,O y N y C U E O N � .� Y bCD Co •� O c O ai L j N u C L C Q 00 O a OD N o ai r 000 a 3 od 00 a, u oo ofl o a v m C o N N � N (v V N E \ �"'� W 2 00 ai N V '� O. toc c o0 Cd co ' in ui O m N O W N 'O mOU L G a N O R U ti O 00 �""� 'n O W V L a lD `/ E@ 3 W L Cr O o- L 0 u O N oL L_ - O _ w O av OJ C U O O ^ 0) O. p Y U !e O O t' u is y v w u O m c u W U C N + L to O C M (O V W O Ol O a 3 u O W U O_ u m m c n v� O u y w C N w 'o Ol O Y w aa a O` � O aL. D W C u p W O/ f30 w 'O m Gi ? W Y £ 1 H N O 'D WZ c ai g O a) ro m O. vOi N O- Z N .Q O � u d' S E O M -m ow W O V F c v e O O > N, G �OEm Y ;� a+ W C C C 0 u a m C C O w N O/ N C H t••' m O) 7 'O O- O Q Ol V Z O CD O 00 O y c c Z t to Co -4 K C 0o �_ 2 O L •' j C Q O c >- 4! 01 Q W 0. 7 N o O r O N on — Ip a u m E a, a p ro U V p, Y U C N N E > N O. (w 't N `! to r1LA N C V1 f6 O C Z '-I N M y�j ' CL v E O — 2. " a u O ri o W uCL aN uQ ¢ oc- u_ CITY OF SANTA ANA Planning and Building Agency may, lS Approvedv FOR PERMIT ISSUllI'tE Q N N fV � Master ID: tn,, 0 Date: - N W� o .. u v 0) P O� m � C C W d W U O. w o 2 of Cr v m v o` 3 b N N � C U or m L N o N ` QOi u w O O S 0 � O N d Ol b O O Ea N > d D o c O i 0 0 C m O) �m of v> v Q N t: E 'c oOC O-L N` 'A O yV W m aU y C m my �v �E y,0 Hb y C N U qG C U V L WR Oee Cl OO LU uy O 4 u�w �WuU uj O ao N u� cc::" u e C �/1 C C, W C4^ O) t v CqaOqi con O O .w ^ O v V N m G �n 04 E- C:) p 0 O O U y �c OeoN $ a 6� U mC: Lo cro c Cm N iVo N V Z V 0(U C -am' to W mN O No to O W C m 4$ OOC�VU b 2m CITY OF SANTA ANA Planning and Building Agency RESIDENTIAL MEASURES SUMMARY R -1 44, Project Name GARAGE TO BE CONVERTED INTO A.D Building Type Q Single Family m Addition Alone El Multi Family ❑ Existing+ Additi I'mate niit(� tiBrER TAF25 Project Address 2314 LARCHMONT AVEUE UNIT 2 SAN California Energy Climate Zone CA Climate Zone 08 Total Cond. Floor Are 401 Addition 401 # of Units 1 INSULATION Area Construction Type Cavity (ft) Special Features,Date: Master ID: Status Roof Wood Framed Attic R 30 401 New Wall Wood Framed R 15 669 New Floor Wood Framed w/Craw! Space R 19 401 New FENESTRATION I Total Area: 64 Glazing Percentage: 15.9% 1 New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades 0.30 Status Left (M 32.0 0.300 0.23 none none N/A New Front (S) 32.0 0.300 0.23 none none N/A New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Electric Heat Pump T 70 HSPF Split Heat Pump 16.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status GARAGE TO BE CONVFF% Ductless / with Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 1 0.95 Standard New Ener_qyPro 9.3 by EnergySoft User Number: 1919 ID: R24-1953RR Page 12 of 21 NCE 2022 Single -Family Residential Mandatory Requirements S NOTE: single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, ri used. Review the respective section for more information. (0412022) CITY OF SANTA ANA �mairyng and Building Agency _*J ess of th:prwead FOR PERMIT ISSUANCE V VIIV III Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage t 0.3 CFM per square foot or § 110.6(a)1: less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * Master ID: § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 1 -05W.; Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain c efficient (SHGC) values from § 110.6(b): Tables 110.E-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be § 110.7: caulked, gasketed, or weather stripped. Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household § 110.8(a): Goods and Services BHGS . § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the § 110,8(i): 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 on the CF1 R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area -weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling; or area -weighted average § 150.0(a): 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 exfiltrationi as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. } Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(f): without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0 d . Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2: all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have * § 150.0(q): a maximum U-factor of 0.45; or area -weighted average U-factor of all fenestration must not exceed 0.45. § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)l: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in § 150.0(e)2: area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.* V PVS-i \/VIIYI*IVI1111 , • 1 - - Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other § 110.0-§ 110.3: regulated appliances must be certified by the manufacturer to the California Energy Commission. § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 110.2(b): 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 the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(c): setback thermostat. Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 5/6/22 CITY OF SANTA ANA Planning and Building Agency 2022 Single -Family Residential Mandatory Requirements Its immokwor- Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces householdMErid § 110.5: (except appliances without an electrical supply voltage connection with pilot lights that consume less an,1�Q u)ffn��pol arI JU spa heaters. Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)1: Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comf)rt System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. Master ID: § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least frya{@etfrom the outlet of any,: dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter dri § 150.0(h)3B: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 150.0 ' 1: piping must be insulated asspecified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment' maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no § 150.00)2: 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 non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must 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 § 150.0(n)l: plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2" higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: 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. M.P4& a,,,r Pnna* Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110.8(d)3: contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and retum-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. § 150.0(m)1: The combination of mastic and either mesh or tape must be used to seal openings greater than %", 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 theses aces must not be compressed. * Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such toe is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)8: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. § 150.0(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: 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. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 § 150.0(m)12: 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)l2. 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 filter. * CE 5/6/22 2022 Single -Family Residential Mandatory Requirements CITY OF SANTA ANA ?nning and Building Agency Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use u4 fo��ypXu 0A C E a hole for the placement of a static pressure probe, or a permanently installed static pressure probe i th sa(i�y I o § 150.0(m)13: be >_ 350 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy 5 0.45 watts r CFM for gas furnace air handlers ands 0.58 watts per CFM for all others. Small duct high velocity systems must provide an ai flow z 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy 5 0.62 watts per CFM. Field verification testing F0iiq fcordance with Reference Residential ADDendix RA3.3. * �611111PPV11 PIIV 11 Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, § 150.0(o)l: Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- § 150.0(o)1 B: dwelling unit ventilation airflow required per §150.0(o)1 C. 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)l Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0 0 1C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses . Single-family detached dwelling units, § 150.0(o)lC: 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. § 150.0(o)1G: Local Mechanical Exhaust Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand - 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)1 Giii-iv. Airflow must be measured by the installer per §150.0(o)1 Gv, and rated for sound per 150.0 0 1 Gvi. * § 150.0(o)lH&I: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminalslgriIles 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 minimum airflow rate required by §150.0 0 1C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.0(o)2: and HRV and ERV fan efficacy must be verged in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verged per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)l G r VVI PIIV V Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance § 110.4(a): 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 use electric resistance heating. * Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110.4(b)l: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time § 110.4(b)3: switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump § 150.0(p): sizing, flow rate, piping, filters, and valves. LI II1111 Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: requirements of § 110.9. * § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaustfans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, § 150.0(k)1C: and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1D: elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a § 150.0(k)1E: luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150.0(k)1F: hoods) must meet the applicable requirements of § 150.0(k). 5/6/22 CITY -OF SANTA ANA 2022 Single -Family Residential Mandatory Requirements Summang and Building Agency § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joi it AppendixAoproved Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that arep trl r Teg� U § 150.0(k)1H: elevated temperature requirements, including marking requirements, must not be installed in enclosed or reces- sed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinet or linen closets are not required § 150.0(k)11: to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to cons rMa91 gD.an 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighti iu9toen the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA 68L 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. Accessible Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 150.0(k)2A: on and off. Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed § 150.0(k)2B: to comply with § 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, § 150.0(k)2D: occupancy, and control requirements if it provides the functionality of the specked control per § 110.9 and the physical controls specified in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- § 150.0(k)2F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in theses aces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling -installed lighting. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to § 150.0(k)3A: 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 that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 § 150.0(k)4: watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5: applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. S I Readin o ar v Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 1 10.10b e . Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with 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 §110.10(b)1A: 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. All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300' of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: mounted equipment. Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for § 110.10(b)4: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 110.10(d): provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole § 110.10(e)2: 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: NCE 5/6/22 CITY OF SANTA ANA 2022 Single -Family Residential Mandatory Requirements Summaryng and Building Agency Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-read rid § 150.0(s) equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or� �+�g e v(frc�t�i�eI' main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits P usf b ddntifi hd TWA source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying he refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard mu t have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipmen I -' within 3' of the main panelboard. with raceways installed between the panelboard and the switch location to allow the connE ' n pf backup power source. Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling ttrfittrftst include: A dedicated § 150.0(t) unobstructed 240V branch circuit wiring installed within 3' of the furnace with circuit conductors rated al 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 permanently marked as "For Future 240V use." Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed § 150.0(u) 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 marked as "For Future 240V use." Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A § 150.0(v) dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location 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 permanently marked as "For Future 240V use." *Exceptions may apply. SCE 516122 CITY OF SANTA ANA Planning and Building Agency HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name GARAGE TO BE CONVERTED INTO A.D.U. FOR P RIt2T1AA System Name Floor Area GARAGE TO BE CONVERTED INTO A.D.U. 401 ENGINEERING CHECKS SYSTEM LOAD Master ID: Number of Systems 1 COIL CFM COOLING PE Date: COIL HTG. PEAK Heating System Sensible Output per System 12,000 Total Room Loads 154 3,797 224 126 5,027 Total Output Btuh) 12,000 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts 0 Output Btuhls ft 29.9 0 0 Cooling System 0 0 Output per System 12.000 0 0 0 0 Total Output Btuh 12,000 0 0 Total Output Tons 1.0 0 0 Total Output Btuhlsgft) 29.9 TOTAL SYSTEM LOAD 224 Total Output s ft/Ton 401.4 3,797 5,027 Air System CFM per System 400 HVAC EQUIPMENT SELECTION Airflow cfm 400 SUPER -AIR SN12000MIF(ON WALL)(1 TON) 9.606 1,726 8,965 Airflow (cfmis ft) 1.00 Airflow cfmrTon) 400.0 Outside Air (% 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) 9,606 1,726 1 8,965 Outside Air cfmis ft 0.00 TIME OF SYSTEM PEAK Jan 1 AM Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 33 OF 68 IF 68 IF 105 OF © Tf Outside Air AV- 0 cfm Supply Fan Heating Coil 105 IF 400 cfm — ROOM 68 IF 68 IF 4 1*, 4 IT V 4 COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 91/70°F 78162°F 78/62°F 55/54°F ff Outside AirAr — Supply Fan 0 cfm Cooling Coil 55 ! 54 OF 400 cfm 41.2% ROOM 78 / 62 OF 78 ! 62 IF TV 1 SCE CITY OF SANTA ANA Planning and Building Agency ROOM LOAD SUMMARY Project Name GARAGE TO BE CONVERTED INTO A.D.U. System Name GARAGE TO BE CONVERTED INTO A.D.U. ROOM LOAD SUMMARY Date- -'— '— - — - — -- )R PH0d21§SU NCE 401 ROOM COOLING PEAK COIL COOLIN 'F r COIL HTG. PEAK Zone Name Room Name Mult. CFM I Sensible Latent CFM Sensible FLOOR PLAN FLOOR PLAN 1 154 3,7971 224 154 3, 797 224 126 5, 027 PAGE TOTAL TOTAL` ' Total includes ventilation load for zonal systems. 154 3,797 j24E 126 5.027 154 3.797 224 126 5.027 CITY OF SANTA ANA Planning and Building Agency ROOM HEATING PEAK LOADS Project Name GARAGE TO BE CONVERTED INTO A.D.U. FOR �'E'41f'�JT265§UA ROOM INFORMATION DESIGN CONDITIONS Room Name FLOOR PLAN Floor Area 401.40 ftz Indoor Dry Bulb Temperature 68 OF Time of Peak Outdoor Dry Bulb Temperature Jan 1 AM Master ID: 33 °F Date: Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AT 'F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 35 Btu/hr R-30 Roof Attic 401.4 0.0493 35 693 R-15 Wall 668.8 0.1028 35 2.407 Double Non Metal Clear (6) 64.0 0.3000 35 672 R-19Floor W/Crawlspace 401.4 0.0493 35 692 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.075 Schedule Air Sensible Fraction through an interior surface X 401 X Area another room 9.30 X 0.241 Height ACH Page Total / 60 ] X AT 4.463 = 563 TOTAL HOURLY HEAT LOSS FOR ROOM 5,027 NCE CITY OF SANTA ANA Planning and Building Agency RESIDENTIAL ROOM COOLING LOAD SUMMARY Anpreved Project Name e FOR GARAGE TO BE CONVERTED INTO A.D.U. PEPyMJT26%U ROOM INFORMATION DESIGN CONDITIONS Room Name FLOOR PLAN Outdoor Dry Bulb Temperature Master ID: 91 OF Floor Area 401.40 ft2 Outdoor Wet Bulb Temperature Date: 70 o F Indoor Dry Bulb Temperature 78 of Outdoor Daily Range: 26 IF Opaque Surfaces Orientation Area U-Factor CLTD Btu/hr R-30 Roof Attic (N) 401.4 X 0.0493 X 38.0 = 752 R-15Wall (W) 150.3 X 0.1028 X 14.0 = 216 R-15 Wall (E) 182.3 X 0.1028 X 14.0 = 262 R-15 Wall (N) 184.1 X 0.1028 X 4.0 = 76 R-15Wall (S) 152.1 X 0.1028 X 7.0 = 109 R-19Floor W/Crawlspace 401.4 X 0.0493 X 5.0 = 99 X X = X X = X X = Page Total 1,515 Items shown with an asterisk (`) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr WINDOWS (W) 0.0 X 9.7 + 32.0 X 24.4 = 780 WINDOWS (S) 0.0 X 9.7 + 32.0 X 11.5 = 367 X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total 1,14 Internal Gain Btu/hr Occupants 1 2 Occupants X 245 Btuh/occ. = 295 Equipment 401 Floor Area X 0.50 w/sgft = 685 Infiltration: 1.075 X 0.65 X 17.11 X 13 = 155 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 3,797 Latent Gain Btu/hr Occupants 1.2 Occupants X 155 Btuh/occ. = 187 Infiltration: 4,822 X 0.65 X 17.11 X 0.00069 = 37 Air Latent CFM ELA 9w TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 224 NCE CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: DATA SHEET CITY OF SANTA ANA _:PIaANjWand Building Agency ;a1- Residential/Co Ta n kle TAKAG� 0 1 . 40 1 *; �.. fA- 4 Q- i Ll, m Master ID: Date: Tankless Condensing High Efficiency INDOOR MOD-- TH3J-DV, TH3S-DV, T-H3-DV FEATURES: COMMON VENT UP TO 8 UNITS ULTRA -LOW NOX CONDENSING COMPLIES WITH LEAD FREE TECHNOLOGY PROVIDES AN UP TO STANDARDS 0.95 UNIFORM ENERGY FACTOR SAFETY FEATURES: DURABLE HEAT EXCHANGER . Air -Fuel Ratio IAFR) Sensor • Primary Heat Exchanger is constructed of . Exhaust & Water Temperature Safety I Commercial -Grade Copper that is more Control resilient to erosion and is 25x better of heal transfer than stainless steel thus stabilizing • Overheat Cul-Off Fuse outgoing water lemperatures quicker • Secondary Heat Exchanger is mode of INTERNAL FREEZE PROTECTION Type 316L Stainless Steel to protect against SYSTEM corrosion POWER DIRECT VENT DESIGN CONTINUOUS MAXIMUM FLOW . Exhaust, 3" PVC Venting up to 70 feel or RATES UP TO 10.0 GPM 4' PVC Venting up to 100 feel ENERGY STAR® QUALIFIED • Provides flexible venting with PVC, CPVC, Of ABS Pipe for Intake and Exhaust )solid AVAILABLE IN NATURAL GAS OR core only). Canadian Installations Require OUTDOOR MODELS ULCS636 listed PVC or CPVC Pipe for TH3J-OS, T-H3S-05, T-H3CS PROPANE (LP) Venting. T-H3-DV AND T-H3-OS MODELS • Category III or IV venting can be used • Can be used in residential and commercial ACCESSORIES applications . Pipe .Cover • Easy -link up to 4 healers • Neutralizer Kit • Multi -link up to 20 heaters • Isolation Valve Kits • Concentric Termination t INDOOR MODEL - INCLUDES INTEGRATED TEMPERATURE WARRANTY J CONTROLLER AND ADVANCED 1 limited worrony heat DIAGNOSTICS TO SIMPLIFY / exchanger in residential applications TROUBLESHOOTING • 5-yeas limited warranty on heat OUTDOOR MODEL - INCLUDES exchanger in commercial applications A WALL MOUNT TEMPERATURE • 5-year limited warranty on all ports REMOTE CONTROLLER AND _ ADVANCED DIAGNOSTICS TO SIMPLIFY TROUBLESHOOTING FACTORY -INSTALLED POWER CORD INCLUDED FOR INDOOR MODELS oEsr°� m{p Rude THU NSF • T-H3 models � 1 only ANSI Z21.10.3 CSA 4.3 Page 1 of 4 © June 2017 Takagi I Takagi.com TRGS501512 t2 - 1 Z. CITY OF SANTA ANA 17.3r4'_(150 tnml "4 ii2 KAGI � Approved FOR PERMIT ISSUANCE MODEL TYPE CONSUMPTIONGAS INPUT MINIMUM MAXIMUM LIEF MAXIMUM GPM' ... . .CONNECTION a INUMBER indoor Models T H3J-DV-N Natural MINIMUM 15,000 MAXIMUM 160.000 4.0 10.5 0.94 6.6 1 314' NPT 3/4' NPT 23.5/8 17-3/4 11-1/4 71 T-HW-DV-P propane 13,000 160.000 8.0 14.0 0.941 6.6 3/4' NPT 3/4' NPT 23-5/8 17-3/4 11-1/4 71 T-H3S-DVN Natural 15.000 180.000 4.0 10.5 0.95 8 3/4' NPT 3/4' NPT 23-5/8 17-3/4 11-114 71 T H3S-DV-P Propane 13.000 180,000 8.0 14.0 0.95 8 3/4' NPT 3/4' NPT 23-5/8 17-3/4 11-114 71 T-H3-DV-N Natural 15,000 199,000 4.0 10.5 0.931 10 314' NPT 3/4' NPT 23-5/8 17-3/4 11-1/4 71 I T H3 DV-P Propane 13,000 199,000 8.0 14.0 0.93 10 3/4' NPT 1 3/4' NPT 1 23-5/8 17.3/4 11-1/4 71 Models1 Outdoor T H3J-OS-N Natural 15,000 160,000 4.0 1 10.5 10,951 6.6 3/4' NPT 3/4' NPT 23 5!8 17-3/4 11-1/4 69 Propane 13,000 160,000 8.0 14.0 0.95 6.6 3/4' NPT 3/4' NPT 23-5/8 17-3/4 11.1/4 69 T H3J-OS-P Natural 15,000 180.000 4.0 10.5 0.94 8 3/4"NPT 314' NPT 23-5/8 17-3/4 11-1/4 69 T HW-OS-N Propane 13.000 180.000 8.0 14.0 0.94 8 3/4' NPT 3/4' NPT 23-5/8 17-3/4 11-1/4 69 T H3S-OS-P Natural 15.000 199.000 4.0 10.5 0.95 10 3/4' NPT 3/4' NPr 23-5/8 17-314 11-1/4 69 T H3-OS-N 13.000 1 199,000 1 8.0 14.0 0.95 10 3/4' NPT 3/4' NPT 23-5/8 117-3/4111-1/41 69 T-H3-OS-p IPrapaneI All dimensions are in inches. 15-150 psi Water Pressurc. 40 psi or above is recommended for maximum flow, ' Current numbers based on factory testing; 0.4 GPM required lot continuous fire after initial ignition. Indoor models ore certified Pram sea level to 10,100 fl. elevations. In accordance will) ANSI Z21.10.3, CO emission does not exceed 400 PPM for normal input. Tire manufacturer reserves the right to disconlintie, or change at any lime, specifications or designs without notice and without incurring obligation. f �k 07 mm} INDOOR MODELS 4' (101 rt.W h 4_ (101 mm) i remale Conde,b ale drain port 1.11]' {iB9 mm} NOT 4-314' 010 n-W • - - TGAS 5_N!' 1147 mm) 110 VAC 3' (77 mm) I i E $ 'Lei ► �1Of� r•1 "i �'Ei uI i6Yaef I ••I• �' �i � tr� R. ^, - - - - J COLD sm. (11 mm) I1-iN' iJ85 tmn) • f 5.314- [147 mm) E� c' E; R71mm1 "7 'r In (13 rnm) SIIB'(1D1 1m) I- _ _�flo7Sid,l�Omm)- D1ain pat 6' (157 mm) LD 6.3N,17Jm) m_ CO110 i VAC 6.7r8' (1 74inm) ' tare' ti�i mm7 61r4- (159 mm) OUTDOOR MODELS 17-W 1450mm) 7- VB0 rtat0 41n' (114 tnn) f u >: NDT 63N'(170 nm) v :_ � COID YB'(ittrrn) 1�I 110 YK G 1!W 1159 ) 7� I . W? Sd7i' h47 nun) Nam Port 63N' (170 mm) . f Comm:aem`a.von .7.171' tl89 mm)_ _- Cwdem ate dram Pon N014dN' (120 mn) , 7-1p' (189M) C'i� Imj IJOYK I I(OLD SIB'll7 mml b1N'Ifi9 mml- - it � l/4' (1BS tnm) • 11' IIBI mm) I �• �i t I _ 10.374'nl7 mm) Iin-113 mm1 _ _'r110VA[ 3'177mm) . _ GAS U31 _mnl - �NOTI140mm1_ _ 1Drain pan 6_1157 mm1 I i �CO106-374_'(I71 mm) I Ca)dv atea+n!n `7-1R=(1n mml 17.54- (448 mm) I Page 2 of 4 TRGSS01512 CITY OF SANTA ANA Agency a uilding Residential/Co megoiAvGgs Tankle sFW (Y LA'y M ff 6cl W C I I M)61- aster ID: T-H3J MODEL Date: Pro s Flow rate vs. 4perature rise i. zZiE 1z 5 i i i i i F—mu i= M "M REHM. ----------- 1= ZH ESE --- — --------- - — --- — ----- — ---- — ---------- — So 25 W a 4 �05 Q —s- -7 jo to go 10.0 0 Flow Rate (GPMI T-H3S MODEL Pressure Loss NIS lima HE MIM11111 iffiEfi 01 M Iffiffig Iwo FR*H 10.0 7.0 5.0 4.0 U. 3.0 2.0 00 1.0 70 3D 40 so so To go to too 1.0 1 Flow Ride fGPW D'a 0 T-H3 MODEL Pressure Loss 8 11 MIM MW rMW MEMO a ma 0 111 MR510 i LUNE= Ma to.; S3 CA 60 4.0 20 1 L: -d L, j fj A 11 5 C CO ' 3 8, 91, TTJ 1;1r; Row fWc- tGPM) D.: 20 40 80 so ra4q%jWura Rise (*F) Flow rate vs. Temperature rise 20 40 &D 90 Tonw(Bluto Also (T) Flow rate vs. Temperature rise 100 100 Te,pram" Mr.0 ( F) get L,,qxn3bx* M It 4h2*C, C, AMU • —S.t impormowe 130 F (M C1 a, hq'*' Poge 3 of 4 TRGSS01 512 M FJItW OF SANTA ANA ,7A4VJrAFwAr1L SySTE41Aov and Building Agen 1\tINT - LET - Cooling and eatmgA roved er with Heat Pump -- PP Ductless Air Condition FOR P E WJ U A N M Classic Collection Par Model 15,16 SEER Models SN9000MIF (9000 BTU / 152 SEER) -- 300 sq ft area - $700 SN12000MIF (12000 BTU / 16 SEER) ~ 500 s4 fi $$50 SN24000MIF (24000 BTU / 15 SEER) - 1000 sq area ,luxury Collection Nuo Model 20. 25 SEER Models SN9000MI02 (9000 BTU 124.5 SEER) - 300 sq ft area - $900 500 sq ft area - $9$0 SN12000MI02 (12000 BTU / 22 SEER) SN24000MI02 (24000 BTU / 20.7 SEER) - 1000 sq It area - $1400 SN27000MI03 (Dual Zone 122 SEER) - 1000 sq ft area - $1688 SN27000MI03 (Tri Zone 122 SEER) - 1500 sq ft area - $2238 - Virtually silent operation - Inverter Technology -Rapid Cooling & Heating -Lower Utility Costs - Eco-Friendly R410A Refrigerant - 5-year Compressor & 1-year Parts Standard Warranty Master ID: Date: Say goodbye to loud, noisy, and inefficient "granny-solutions"1 Co I I teet-111f0rm1111011- Christina Huang Tel:626-378-1960 mail.com Email: superpure1nc8@g Josh Fuld Tel:909-859-5856 mail.com Email: superpureinc168@gmail.com CITY OF SANTA ANA Planning and Building Agency Classic Collection Models 9000MIF (9000 BTU 15.2 SEER) Dimensions 28.25 x 7.68 x 11.22 in (Indoor Unit) 30.32 x 11.S1 x 21.85 in (Outdoor Unit) wer Supgri�rp p f696 V. 5 �r(§V f) E R M I T IS0AN00 CE (2 Amp Fuse) Master ID: 1 g,60Flz $750.00 12000M1F (12000 BTU 16 SEER) 31.69 x 7.68 x 11.22 in (Indoor Unit) 2 Amp Fuse) 30.31 x 11.81 x 21.85 in (Outdoor Unit) 40.87 x 8.66 x 12.80 in (Indoor Unit) 208-230V" 60Hz $1,200.00 24000MIF (24000 BTU 15 SEER) 30Amp Fuse) 33.27 x 14.29 x 27.64 in (Outdoor Unit) Power Supply price $900.00 �zYu1'�I CO�jeCtloli Dimensions 115V- 60Hz Models 32.87 x 7.80 x 11.02 in (Indoor Unit) 20Amp Fuse) 9000M102 (9000 BTU 24.5 SEER) 31.50 x 13.11 x 21.81 in (Outdoor Unit) 115V" 60Hz $950.00 12000M102 (1200D BTU 22 SEER) 32.8 x 7.80 x 11.02 in (Indoor Unit) 15VFuse) 31.50 x 13.11 x 21.81 in {Outdoor Unit) 46.69 x 10.16 x 13.39 in (Indoor Unit) 208-230V" 60Hz $1,400.00 24000MI02 (24000 BTU 20.7 SEER) 30Amp Fuse) 37.24 x 16.14 x 31.89 in (Outdoor Unit) 11.02 in (indoor Unit) 208-230V" 60Hz $1,888.00 (DUAL -ZONE 24000 BTU) 12000MI03 ( 32.8 x 7.80 x 37.24 x 16.14 x 31.89 in (Outdoor Unit) 3QAmp Fuse) (22 SEER -Two 12000 BTU Indoors) (TRI-ZONE 3600 0 BTU) 32.8 x 7.80 x 11.02 in (indoor Unit) 31.89 in (Outdoor Unit) 208-230V" 60Hz $2,238.00 30Amp Fuse) 12000MI03 j 22 SEER - Three 12000 BTU Indoors) 37.24 x 16.14 x VIR£ o GE 0, ORANGE COUNTY FIRE AUTHORI' Plan Submittal Criteria Form a (lFOP? Required for Single Family or Duplex Residences o, Hp1°� (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 Ap Project Information ❑ New Single Family Residence/Duplex ❑ Addition/Remodel Nr ADU CITY OF d-TA ANA Planning and Building . ency FOR PERMWA CE Date: Address: Unit #: City or Unincorporated County Area: ZIP: 2314 N. Larchmont Avenue Unit 2 SANTA ANA, CA 92706 ❑ Other Scope of Work: THE INTENT OF THIS PROJECT IS CONVERT THE (E)GARAGE INTO AN ADU (401.4 SQ.FT) Existing Area to Total Resulting Stories: Area Added in Past 2 Years Area: 267 be Added: O Area: 267 (excluding this project): 0 Yes No Questionnaire OCFA Plan Type if "Yes" 1. ❑ a 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 (PR400-402) Fire Sprinkler firesprinklers or a house that will have firesprinklers added as part of thisproject? 3. ❑ ® Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400-402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. ❑ 10 Distance — Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 140-feet from the fire access roadway? 5. Total Area — Will the addition result in a total area of greater than 3,600 square feet (sf) for non- *(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. ® Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR400-402) Fire Sprinkler removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed. 7. ❑ ® Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a *(PR160) Residential Site garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. ❑ ® Gate — Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. ❑ ® Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal *(PR160) Residential Site Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas *(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only TestlMitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. 0 Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to *(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or (D) near an area that could be affected by a wildfire in the open space. -UU; -A approval requlrea before Issuance of a graaingrouaaing permit. Ni other plans types may oe aeterrea suomittals. Applicant Certification 1 certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name: Fabian Buenaventura Signature: Date: 9-5-23 Phone Number: 310-7705538 Email: fabianbtura@enginiar.com 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 Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020 EPNGINIAR ffra .�..0.215 su,� Twrne. G& "W3 t4n�utanf _��.. D-ign k fk ccl.rnimt .9..vice� STRUCTURAL CALCULATIONS FOR Fil 1 wil 11 0 2314 LARCHMONT AVE. SANTA ANA, CA 92706 PROJECT: 18—SANA-24 ,S FESS/�� VE� 9�F a� 'o � 00 Zc C76091 m aEXP. 06•30.2026 ril \CIVII-�� �OF CAI \F�/ NOV 27 2024 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: Project #: Client: Checked by: Contact Name:Date: Job Address: City, State, Zip Code: ROOF DEAD LOAD : CEILING DEAD LOAD : Asphlat shibgle (1/4 in approx.)=2.00 psf SUB-TOTAL EXTERIOR WALL LOADS: TOTAL EXTERIOR WALL =15.00 psf INTERIOR WALL LOADS:SOILS DATA: Type 1: 1/2 in Plywood Sheathing =1.50 psf SOILS REPORT =N/A Wood Studs (2x4 @ 16" o/c) =2.00 psf DATE OF REPORT =N/A R19 Insulation =0.50 psf TOTAL INTERIOR WALL =10.00 psf OTHER LIVE LOADS: BASIC BEARING PRESSURE: Increase for Depth =0.00 psf/ft Equiv. Fluid Pressure =30.0 pcf Page 1. 1.9 psf Ceiling(1/2-in Drywall, 5psf x 1/2 in.) Ceiling joist(Estimate 2x8 @ 12"o/c) 2314 LARCHMONT AVE. SANTA ANA, CA 92706 JESUS LOPEZ 5/24/24 18-SANA-24 F.B J.V. JESUS LOPEZ 1 FRAMING PLAN 19'-9" 19 ' - 7 " A 1 1 A 1'-3" 1' - 3 " B 11'-6" B 2 Wood Beam LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)C.J.1. Project File: 18-SANA-24.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam bracing is defined Beam-by-Beam Load Resistance Factor D Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 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 :IBC 2021 Unbraced Lengths Span # 1, Braced @ 1/3 Points .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, Lr = 0.010 ksf, Tributary Width = 1.0 ft, (C.J) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.797: 1 Load Combination +1.20D+1.60Lr Span # where maximum occurs Span # 1 Location of maximum on span 9.580 ft 34.84 psi= = 1,473.03 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +1.20D+1.60Lr = = = 293.76 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.119 : 1 18.601 ft= = 1,173.34 psi Maximum Deflection 0 <360 233 Ratio =0 <180 Max Downward Transient Deflection 0.493 in 466Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.985 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C C CCMCCLxi r Shear ValuesMax Stress Ratios M V fbMu fvFbVu FvSegment Length O t F Cfu +1.40D 0.0 0.00 0.00.0 1 0.424 0.079 0.60 1.200 1.001.00 1.00 0.57 520.5 1,227.2 0.13 220.317.4 1 0.478 0.079 0.60 1.200 1.001.00 1.00 0.64 586.7 1,227.2 0.05 220.317.4 1 0.427 0.079 0.60 1.200 1.001.00 1.00 0.57 523.4 1,224.5 0.13 220.317.4 0.00.0 1 0.429 0.072 0.80 1.200 1.001.00 1.00 0.69 632.1 1,473.0 0.15 293.821.2 1 0.484 0.072 0.80 1.200 1.001.00 1.00 0.78 712.4 1,473.0 0.05 293.821.2 1 0.434 0.072 0.80 1.200 1.001.00 1.00 0.70 635.5 1,465.9 0.15 293.821.2 0.00.0 3 Wood Beam LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N)C.J.1. Project File: 18-SANA-24.ec6 Project Title: Engineer: Maximum Forces & Stresses for Load Combinations Span #C C CCMCCLxi r Shear ValuesMax Stress Ratios M V fbMu fvFbVu FvSegment Length O t F Cfu 0.81Length = 6.363 ft 1 0.303 0.051 0.80 1.200 1.001.00 1.00 0.49 446.2 1,473.0 0.11 293.814.9 1 0.341 0.051 0.80 1.200 1.001.00 1.00 0.55 502.9 1,473.0 0.04 293.814.9 1 0.306 0.051 0.80 1.200 1.001.00 1.00 0.49 448.6 1,465.9 0.11 293.814.9 0.00.0 1 0.707 0.119 0.80 1.200 1.001.00 1.00 1.14 1,041.1 1,473.0 0.25 293.834.8 1 0.797 0.119 0.80 1.200 1.001.00 1.00 1.28 1,173.3 1,473.0 0.09 293.834.8 1 0.714 0.119 0.80 1.200 1.001.00 1.00 1.15 1,046.7 1,465.9 0.25 293.834.8 0.00.0 1 0.209 0.030 1.00 1.200 1.001.00 1.00 0.37 334.6 1,599.5 0.08 367.211.2 1 0.236 0.030 1.00 1.200 1.001.00 1.00 0.41 377.1 1,599.5 0.03 367.211.2 1 0.212 0.030 1.00 1.200 1.001.00 1.00 0.37 336.5 1,588.5 0.08 367.211.2 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.9850 9.650 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.192 0.192 Max Upward from Load Combinations 0.192 0.192 Max Upward from Load Cases 0.096 0.096 D Only 0.096 0.096 +D+Lr 0.192 0.192 +D+0.750Lr 0.168 0.168 +0.60D 0.057 0.057 Lr Only 0.096 0.096 4 WIND LOADING ANALYSIS - Main Wind-Force Resisting System Per ASCE 7-22 Code for Enclosed or Partially Enclosed Buildings Job Name:18-SANA-24 Subject: Job Number:18-SANA-24 Originator:Checker: Input Data: Wind Speed, V =120 mph, (ASCE 7-22 26.5.1) Exposure Category =B (ASCE 7-22 26.7.3) Ridge Height, hr =14.50 ft. (hr >= he) Eave Height, he =9.33 ft. (he <= hr) Building Width =50.25 ft. (Normal to Building Ridge) Building Length =47.16 ft. (Parallel to Building Ridge) Roof Type =Gable (Gable or Monoslope) Topo. Factor, Kzt =1.00 ASCE 7-22(Sect. 26.8 & Fig 26.8-1) Direct. Factor, Kd =0.85 (Table 26.6-1) Enclosed? (Y/N)Y (Sect. 26.2 & Table 26.11-1) Hurricane Region?N Resulting Parameters and Coefficients: Roof Angle, q =11.63 deg. Mean Roof Ht., h =11.92 ft. (h = (hr+he)/2, for angle >10 deg.) Check Criteria for a Low-Rise Building: 1. Is h <= 60' ?Yes, O.K. 2. Is h <= Lesser of L or B?Yes, O.K. External Pressure Coeff's., GCpf (Fig. 28.3-1): (For values, see following wind load tabulations.) Positive & Negative Internal Pressure Coefficients, GCpi ASCE 7-22(Table 26.13-1): +GCpi Coef. =0.18 (positive internal pressure) -GCpi Coef. =-0.18 (negative internal pressure) If h < 15 then: Kz = 2.01*(15/zg)^(2/a) (Table 26.10-1) If h >= 15 then: Kz = 2.01*(z/zg)^(2/a) (Table 26.10-1)(Note: z not < 30' for Exp. B) a =7.00 (Table 26.11-1) zg =1200 (Table 26.11-1) Kz =0.70 (Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Ke*V^2 ( Eq. 26.10-1) qh =25.83 psf qh = 0.00256*Kz*Kzt*Ke*V^2 (qz evaluated at z = h) Design Net External Wind Pressures: p = qh*Kd[(GCpf) - (+/-GCpi)] (psf, Eq. 28.3-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.3-1): a =4.72 ft. 2*a =9.43 ft. q o L B hr he h<=60' Wind Plan Elevation L 5 MWFRS Wind Load for Load Case A MWFRS Wind Load for Load Case B Surface GCpf p = Net Pressures (psf) Surface *GCpf p = Net Pressures (psf) (w/ +GCpi) (w/ -GCpi)(w/ +GCpi) (w/ -GCpi) Zone 1 0.46 6.09 13.99 Zone 1 -0.45 -13.83 -5.93 Zone 2 -0.69 -19.10 -11.20 Zone 2 -0.69 -19.10 -11.20 Zone 3 -0.42 -13.14 -5.24 Zone 3 -0.37 -12.07 -4.17 Zone 4 -0.35 -11.68 -3.77 Zone 4 -0.45 -13.83 -5.93 Zone 5 --- --- ---Zone 5 0.40 4.83 12.73 Zone 6 --- --- ---Zone 6 -0.29 -10.32 -2.41 Zone 1E 0.69 11.28 19.19 Zone 1E -0.48 -14.49 -6.59 Zone 2E -1.07 -27.44 -19.54 Zone 2E -1.07 -27.44 -19.54 Zone 3E -0.60 -17.14 -9.24 Zone 3E -0.53 -15.59 -7.68 Zone 4E -0.52 -15.43 -7.53 Zone 4E -0.48 -14.49 -6.59 Zone 5E --- --- ---Zone 5E 0.61 9.44 17.34 Zone 6E --- --- ---Zone 6E -0.43 -13.39 -5.49 *Note: Use roof angle q = 0 degrees for Longitudinal Direction. For Case A when GCpf is neg. in Zones 2/2E:For Case B when GCpf is neg. in Zones 2/2E: Zones 2/2E dist. =23.33 ft.Zones 2/2E dist. =23.33 ft. Remainder of roof Zones 2/2E extending to ridge line shall use roof Zones 3/3E pressure coefficients. MWFRS Wind Load for Load Case A, Torsional Case MWFRS Wind Load for Case B, Torsional Case Surface GCpf p = Net Pressure (psf) Surface GCpf p = Net Pressure (psf) (w/ +GCpi) (w/ -GCpi)(w/ +GCpi) (w/ -GCpi) Zone 1T --- 1.29 2.97 Zone 1T --- -2.94 -1.26 Zone 2T --- -4.06 -2.38 Zone 2T --- -4.06 -2.38 Zone 3T --- -2.79 -1.11 Zone 3T --- -2.57 -0.89 Zone 4T --- -2.48 -0.80 Zone 4T --- -2.94 -1.26 Zone 5T --- --- ---Zone 5T --- 1.03 2.71 Zone 6T --- --- ---Zone 6T --- -2.19 -0.51 Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1E is windward wall for end zone. Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone.Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone.Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls.Zone 5E & 6E is sidewalls for end zone. Zone 1T is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case. Zones 5T and 6T are sidewalls for torsional case. 2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building corner in turn as the reference corner. 4. Wind loads for torsional cases are 25% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all 8 basic load cases applied at each reference corner. Exception: One-story buildings with "h" <= 30', buildings <= 2 stories framed with light frame construction, and buildings <=2 stories designed with flexible diaphragms need not be designed for torsional load cases. 5. Per Code Section 28.3.4, the minimum wind load for MWFRS shall not be less than 16 psf. 6 Low-Rise Buildings h <= 60' 7 ASCE Hazards Report Address: 2314 Larchmont Ave Santa Ana, California 92706 Standard:ASCE/SEI 7-22 Latitude:33.76719 Risk Category:II Longitude:-117.857319 Soil Class:D - Stiff Soil Elevation:165.02010443090563 ft (NAVD 88) Page 1 of 4https://ascehazardtool.org/Fri May 24 20248 PGA M : 0.66 SMS : 1.78 SM1 : 1.21 SDS : 1.19 SD1 : 0.8 T L : 8 SS : 1.51 S1 : 0.5 VS30 : 260 Seismic Design Category: D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic D - Stiff SoilSite Soil Class: Results: Page 2 of 4https://ascehazardtool.org/Fri May 24 20249 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 LATERAL ANALYSIS ft hr=ft North-South direction Bx = ft ft East-West direction Lx = ft he=ft ft SEISMIC ANALYSIS BASED ON EQUIVALENT LATERAL FORCE (ELF) PROCEDURE, ASCE 7-22, 12.8 Approximate Fundamental Period. Ct=CBC-2022 x=References ASCE7-22 Hn=ft IBC-2021 Ta=s LAT:º LONG:º Earthquake calc see : https://asce7hazardtool.online/ Ss:g S1:g SITE CLASS:D D PER ASCE 7-22, Table 11.6-2 OCCPANCY CATEGORY: Maximum Considered Earthquake Spectral Response Acceleration Parameters Design Spectral Response Acceler Parameters x = g SD1 x = g Then, Ts = --------- = -------------- = SDs < Calculation of Seismic Response Coefficient Ie = R = Cs=g The value of Cs, need not exceed the following:Cs shall not be less than: Csmin==g Tax R >g Ie > In addition, for structures located where S1 is equal to or greater than 0,6g, Cs shall not be less than Cs = 0,5S1/(R/Ie) 1.78 1.21 SEISMIC DESIGN CATEGORY: 45885 0 Ta = (Ct)x(Hnx) 4.7 14.50 SDS will define seismic forces SD1 = 2/3 x SM1 = 2/3 1.21 0.8 Sm1 = Dead Load (psf) 2/3 1.78 1.19 0.81 OK DOES NOT APPLY DOES NOT APPLY SDS x Ie R 1 6.5 g 0.044 . SDS . Ie Cs= 0.05 Csmin=0.01 OK 0.05 ROOF LEVEL DEAD WEIGHT height (ft)Total Length (ft)Zone 1928.34TOTAL sq.ft 15.00 g Weight (lbs)AREA (sf) Bx Roof.--1928.34 1399.5 13632.5 - 16.0 30853 =0.84 50.25 47.16 -117.8573190 0.68 sec 1.19 Ta< Ts 0.15 1.510 0.500 II 0.02 0.75 14.50 0.15 California 33.7671900 9.33 ROOF LEVEL9.33 0.68 SDs = 2/3 x SMs = 0.01 Csmax=SD1 30Wall Int. 0 Wall Ext.-4.7194.82 11.92 0.18 Gable 5.17 10.00 15.0 Sms = g 10 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 Seismic Base Shear. V= Kip Vertical Distribution of Seismic Forces Fx=(Cvx) x (V) (W x) x( h k x) ∑( W i) x( h k i) Exponent related to the structure period (K) K=1 Table 1: USED COMBINATION 2.4.5=(0.6D − 0.7Ev + 0.7Eh)= (0.6D- 0.2SDS X D + 0.7 pQe)= (0.6-0.2SDS)D + 0.91Qe)= (0.6-0.2SDS)D + 0.91Vu) ASCE 7-22 SHEARWALLS (NORTH-SOUTH DIRECTION) PER WIND LOADING ANALYSIS - Main Wind-Force Resisting System P = qh x Kd [(GCpf)-(+/-Gcpi)] qh=psf GCpf= 0.46 P+=psf P-=psf Pcritical =psf P= 16 Minimum Design Wind Loads=16 psf P wind = 0.6 x 16.0 psf x ft x ft = Kip Kip <Kip SHEAR WALL DESIGN (lbs/ft2)X X X Load per s.f (lbs/ft2) 4.34 +GCpf= 0.18 -GCpf= -0.18 4.22 8.38 Seismic shear governs 4.22 Fx 2 45.89 665.34 1.00 Floor area Dx (ft) L (ft) Vu (lbs) Panel lengths (ft) Redundancy factor 9.33 47.16 25.83 6.09 13.99 13.99 psf Fx (Kip) Vx (Kip) 8.38 TOTAL 8.38 8.38 LEVEL HEIGHT Wx hxk Cvx (Description)hx (ft) (Kip-ft) (Kip) 665.34 1.00 8.38ROOF LEVEL 14.5045.89 V=(Cs) x(W) 8.38 Cvx = Wx (Kip) WEIGHT SEISMIC FORCES Shear force (Vu) (lbs) = Unit shear (plf) = 11 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 A =D =A =D = B =E =B =E = C =F =C =F = per ASCE 7-22, 12.3.4.2 2. Inte. = interior grid, Exte. L = exterior left grid, Ext. R = exterior right grid, Exte. M = exterior middle grid. HOLDOWN DESIGN Critic Length = b = Shortest panel on each grid . See" Panel length" per shear walls table. Basic Combinations (0.6D − 0.7Ev + 0.7Eh) = (0.6D- 0.2SDS X D + 0.7 pQe) = (0.6-0.2SDS)D + 0.91Qe) = (0.6-0.2SDS)D + 0.91Vu)per ASCE 7-22, 2.4.5 D = (Ext. or int. Wall dead load (psf)X Critic length (ft)X Wall height (ft)) + (Roof dead load (psf)X Critic length (ft)X Tributary width (ft)+ (Ceiling dead load (psf) X Critic length (ft)X Tributary width (ft)) Use D value after applying load combination (0.6-0.2 SDS)xD = x Vu)=per ASCE 7-22, 2.4.5 Resisting Moment (RM) = ( Dgrid ) x ( b/2 ) Over Turning Moment (Omqross) = ( Vux ) x ( he ) Design T=Omqross -RM (lbs) 7.08 B Exte. M Dx Left - L Left - Dx Left - - 4.34 - Dx Right 0.00 N/A222.873085.93 A 280 - (lbs-ft) (lbs-ft) Dgrid 0.00 - 0 1.* Unit shear multiplied by redundancy factor = - L Left - L Left - 0.00 3085.93 0 0 - - b ROOF LEVEL NORTH - SOUTH DIRECTION 0.91 A U. shear plf* Left Right 52.25 52.25 Right Cty. (lbs) Grids lengths "L" (ft)LEVEL Left Sizes SHEAR WALLS NORTH - SOUTH DIRECTION Panels Length (ft) Above lv. shear (lbs) 52.25 28.42 Hardy frame S. wall ID (plf) Distance between grids "Dx" (ft) Wood shear wall Qty. RightLeftRight 1.25 19.75 19.75 11.50 Left Load (lbs/ft2) - - GRID - Design shear f. Vu (lbs) Shear force (lbs)Trib. Area (ft2) Exte. L 4.34 Dx Right 52.25 N/A N/A464.262529.53 B 550 18.00 0.002529.53 28.42 L Right 1.25 Dx Left (ft) - Vux L Right 19.75 Dx Left Dx Right(ft) 52.25 19.75 52.25 L Left L Right 710.36 L Right - Dx Right 1.3 582.28 Total capacity N/A-0 - - - V (kips) 0 M(kip-ft) - M(kip-ft) - V (kips) 0 - M(kip-ft) - V (kips) 0 - M(kip-ft) - V (kips) 0 - - - - - - - 12 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 Wall dead load = Exterior / Interior =psf /psf Wall height (he) same for all grids =ft Roof dead load =psf Ceiling dead load =psf SHEARWALLS (EAST-WEST DIRECTION) PER WIND LOADING ANALYSIS - Main Wind-Force Resisting System P = qh x Kd [(GCpf)-(+/-Gcpi)] qh=psf GCpf= 0.46 P+=psf P-=psf Pcritical =P=16 16 psf P wind = 0.6 x 16 psf x ft x ft = Kip Kip <Kip SHEAR WALL DESIGN (lbs/ft2)X X X +GCpf= 0.18 -GCpf= -0.18 HDU4 10.00 Omqross (lbs-ft)R.R --- Vux (lbs)Dgrid (lbs)(ft) Floor area 2704.62 2808.20 - 21476.46 11.16 9.5811.16 - - OK OK Stat Panel lengths (ft) 2499.94 Unit shear (plf) =Vu (lbs)Redundancy factor 9.33 - 50.25 4.50 4.50 3423.75 7457.58 2934.77 1064.34 8.38 Seismic shear governs 9.33 - A RM (lbs-ft) 15.00 26200.469.58 0.00 - D (lbs) - Length critic b(ft) 2301.87 HDU 25.83 6.09 13.99 13.99 psf * Capacity is reduced by adjusted factor = GRID B 18.00 C.J -0.00 -0.00 -- 0.00 - 0.75 3769.37 24341.54 103.27 HDU2 2306.25 7.08 9.33 Shear force (Vu) (lbs) =Dx (ft) L (ft)Fx Design T (lbs) - HOLDOWN DESIGN NORTH - SOUTH DIRECTION - - 16.00 10.00 Tributary width (ft) 9.33 2 Capacity (lbs) * 13 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 1 =4 =1 =4 = 2 =5 =2 =5 = 3 =6 =3 =6 = 2. Inte. = interior grid, Exte. L = exterior left grid, Ext. R = exterior right grid, Exte. M = exterior middle grid. HOLDOWN DESIGN Critic Length = b = Shortest panel on each grid . See" Panel length" per shear walls table. Basic Combinations (0.6D − 0.7Ev + 0.7Eh) = (0.6D- 0.2SDS X D + 0.7 pQe) = (0.6-0.2SDS)D + 0.91Qe) = (0.6-0.2SDS)D + 0.91Vu)per ASCE 7-22, 2.4.5 D = (Ext. or int. Wall dead load (psf)X Critic length (ft.)X Wall height (ft.)) + (Roof dead load (psf)X Critic length (ft.)X Tributary width (ft.)+ (Ceiling dead load (psf) X Critic length (ft.)X Tributary width (ft.)) Use D value after applying load combination (0.6-0.2 SDS)xD = x Vu)=per ASCE 7-22, 2.4.5 Resisting Moment (RM) = ( Dgrid ) x ( b/2 ) Over Turning Moment (Omqross) = ( Vux ) x ( he ) Design T= Omqross -RM (lbs) 1.* Unit shear multiplied by redundancy factor = - - 4.34 1.3 - - - 0 - - 0.00 -- Dx Up - -- L Up 0 - 1071.59 SHEAR WALLS EAST - WEST DIRECTION -- Dgrid Vux - - N/A - - Dx Up - -- - L Down 22.25 L Down 19.58 Dx Down(ft.) 22.25 246.67 0 L Up Dx Down 0.00 0.00 - -0 348.27 550 - Down Up Down Up Down - L Down - Dx Down N/A N/A L Up - L Up - L Right - - Sizes Cty. (lbs) Qty.(lbs) Shear force (lbs)Trib. Area (ft2) 1 ROOF LEVEL NORTH - SOUTH DIRECTION Exte. U 0.00 Dx Up (ft.) 1.25 19.58 22.25 22.25 V (kips)1071.59 Distance between grids "Dx" (ft)LEVEL Grids lengths "L" (ft) Up Up Down (lbs-ft) (lbs-ft) GRID Load (lbs/ft2) Design shear f. Vu (lbs) Wood shear wall Hardy frame Total capacity Panels Length (ft.) U. shear plf* S. wall ID (plf) b 0.91 - M(kip-ft.) - - 0 - M(kip-ft.) - V (kips) 0 0 - M(kip-ft.) - V (kips) 0 Dx Up N/A Dx Down - - 0 V (kips) - M(kip-ft.) B - - - 14 PROJECT # : 18-SANA-24 CLIENT: CALCULATED BY: FB REV0: 05-24-24 Wall dead load = Exterior / Interior =psf /psf Wall height (he) same for all grids =ft. Roof dead load =psf Ceiling dead load =psf per table 1B ESR-2330 footnote 3 * Calculation per ESR-2611 - 6 - SSTB16. SSTB16. - 12 5/8 2550 2550 OK 17 5/8 17 5/8 - 12 5/8 12 5/8 - 2550 2550 - 2550 2550 - OK Tension grid (lbs)Length 2499.94 103.27 Min. Stem Width Dia- meter Min. Embed. Dimensions (in.) Model No. Corner Grids 1 A B -- --- ------ - OK - SDC C-F Stat 6 6 -0.00 --- 0.00 Dgrid (lbs) Vux (lbs) RM (lbs-ft) 4.00 9.33 2.00 1.00 727.80 263.95 975.15 527.90 -0.00 1 HOLDOWN DESIGN EAST - WEST DIRECTION 15.00 10.00 9.33 16.00 10.00 GRID Length critic b(ft.)(ft.)Stat R.R C.J Design T (lbs) HDU - 9098.13 2142.56 HDU 2 2306.25 OK Capacity (lbs) * SSTB16. 5/8 5/8 5/8 - 17 5/8 * Capacity is reduced by adjusted factor = --- 0.00 ----- 0.75 -0.00 2142.56 ----- -- ----- - Omqross (lbs-ft) Tributary width (ft.)D (lbs) --- ------ 0.00 -- End Allowable tension Loads (lbs.) SSTB BOLTS AT RAISED FOUNDATION* --- 15 NEW FOUNDATION LINE A T.A.(D.L x T.A)#/F (L.L x T.A)#/F ROOF 16.00 20.00 11.16 178.56 223.20 C.J.10.00 10.00 9.583 95.83 95.83 WALL 15.00 9.33 139.95 ∑DL 414.34 ∑L.R 319.03 ∑L.L SEE ENERCALC DESIGN NEXT PAGE LOADS D.L. psf L.L psf 16 General Footing LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) CONTINUOUS FOOTING LINE A Project File: 18-SANA-24.ec6 Project Title: Engineer: Code References General Information Material Properties Soil Design Values 1.50 Analysis Settings 100.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 1.0 ft Length parallel to Z-Z Axis = 1.0 ft =Pedestal dimensions... px : parallel to X-X Axis 11.750 in pz : parallel to Z-Z Axis 6.0 in Height == 18.0 in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 2 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =2 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 0.4143 0.3190 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = 17 General Footing LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) CONTINUOUS FOOTING LINE A Project File: 18-SANA-24.ec6 Project Title: Engineer: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.5855 Soil Bearing 0.8783 ksf 1.50 ksf +D+Lr about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS .0000040 Z Flexure (+X).0000550 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS .0000040 Z Flexure (-X).0000550 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.002051 X Flexure (+Z)0.03149 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS 0.002051 X Flexure (-Z)0.03149 k-ft/ft 15.353 k-ft/ft +1.20D+1.60Lr PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 0.3942 psi 75.0 psi +1.40D Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.5593 0.5593 n/a 0.3730.0n/a X-X, +D+Lr 1.50 n/a0.8783 0.8783 n/a 0.5860.0n/a X-X, +D+0.750Lr 1.50 n/a0.7986 0.7986 n/a 0.5320.0n/a X-X, +0.60D 1.50 n/a0.3356 0.3356 n/a 0.2240.0n/a Z-Z, D Only 1.50 0.5593n/a n/a 0.5593 0.373n/a0.0 Z-Z, +D+Lr 1.50 0.8783n/a n/a 0.8783 0.586n/a0.0 Z-Z, +D+0.750Lr 1.50 0.7986n/a n/a 0.7986 0.532n/a0.0 Z-Z, +0.60D 1.50 0.3356n/a n/a 0.3356 0.224n/a0.0 Rotation Axis & Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.01813 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.40D 0.01813 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+0.50Lr 0.02052 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+0.50Lr 0.02052 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D 0.01554 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D 0.01554 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+1.60Lr 0.03149 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +1.20D+1.60Lr 0.03149 -Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +0.90D 0.01165 +Z Bottom 0.2592 AsMin 0.40 15.353 OK X-X, +0.90D 0.01165 -Z Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.40D .0000310 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.40D .0000310 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+0.50Lr .0000360 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+0.50Lr .0000360 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D .0000270 -X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D .0000270 +X Bottom 0.2592 AsMin 0.40 15.353 OK Z-Z, +1.20D+1.60Lr .0000550 -X Bottom 0.2592 AsMin 0.40 15.353 OK 18 General Footing LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) RAISED FLOOR PIER Project File: 18-SANA-24.ec6 Project Title: Engineer: Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksf= = 2.50 60.0 3,122.0 145.0 = 0.30Flexure= 0.90 Shear = Values 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: =ksf =ft : = Yes Yes:Use ftg wt for stability, moments & shears ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 1.330 ft Length parallel to Z-Z Axis = 1.330 ft =Pedestal dimensions... px : parallel to X-X Axis 6.0 in pz : parallel to Z-Z Axis 6.0 in Height == 6.0 in Footing Thickness = 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 3 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =3 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 0.440 1.30 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = 19 General Footing LIC# : KW-06019287, Build:20.23.08.30 Enginiar Design & Development (c) ENERCALC INC 1983-2023 DESCRIPTION:(N) RAISED FLOOR PIER Project File: 18-SANA-24.ec6 Project Title: Engineer: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.8007 Soil Bearing 1.201 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.004322 Z Flexure (+X)0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L PASS 0.004322 Z Flexure (-X)0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L PASS 0.004322 0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L PASS 0.004322 0.1270 k-ft/ft 29.374 k-ft/ft +1.20D+1.60L PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 0.05122 psi 75.0 psi +1.40D Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.4662 0.4662 n/a 0.3110.0n/a 1.50 n/a1.201 1.201 n/a 0.8010.0n/a 1.50 n/a1.017 1.017 n/a 0.6780.0n/a 1.50 n/a0.2797 0.2797 n/a 0.1870.0n/a Z-Z, D Only 1.50 0.4662n/a n/a 0.4662 0.311n/a0.0 Z-Z, +D+L 1.50 1.201n/a n/a 1.201 0.801n/a0.0 Z-Z, +D+0.750L 1.50 1.017n/a n/a 1.017 0.678n/a0.0 Z-Z, +0.60D 1.50 0.2797n/a n/a 0.2797 0.187n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMu Side Surface Gvrn. As Phi*Mn X-X, +1.40D 0.02999 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.02999 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.1270 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.1270 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.05734 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.05734 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.02570 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.02570 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.01928 +Z Bottom 0.3888 AsMin 0.4511 29.374 OK 0.01928 -Z Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.40D 0.02999 -X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.40D 0.02999 +X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.20D+1.60L 0.1270 -X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.20D+1.60L 0.1270 +X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.20D+0.50L 0.05734 -X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.20D+0.50L 0.05734 +X Bottom 0.3888 AsMin 0.4511 29.374 OK Z-Z, +1.20D 0.02570 -X Bottom 0.3888 AsMin 0.4511 29.374 OK 20 Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District CITY OF SANTA AN Planning and Building Agency Appro#end ) FOR PERMIT ISSUANCE Vam • t V irst. W. La-,t 1 Date Ak9 1(2e-- 4--- 1 clrhh►t�r Ptd�-t Address \� ` rt ! 3 t. pane l Number C i , Statc, hp Cade Nang (First. N11, I .,tst ) Use of Building (check) RcsidcntiaPX Conimcrcial ❑ M%4j1pbolt of F'ntjcct Tcicphonc T%pc of Project (check) Senior Housing ❑ I Nc«,D( Addition ❑ Alteration ❑ \umtwt of Square Feet of � Itesidentral Space LA ` Sy.F1 x S �• ��_ utnber of Sgtwe Feet of c.oa n ercial Space Sq. Ft s S (Dew Fee) Total S-ao—'+I. \::k Total S The above representattoru as to square footage arc true Applicant agrees that if it is Inter determined that wch representations arc not true. then this certift"te shall automatically to minatc, and the appmopriate CityXottnty shall he notified. Applicant it here?,% noticed that an% party filing a protest rtgsrding the im"ition of foes punwant it) Government Code Swiion 53080 must do so within 90 days from the payment of the foe RUE WMZ-1010 Applicant .Nano ie Point) Date .Sign r This ccrtitie% [fiat the alx e•named Applicant hat paid schmil factltt, fees in ctxitipliatxc v►ith all extstang and :applicable scitions of the Government C and Education Codc Snots Ana Uni Sc hao strict Xu huriucd Reprewntsli%c Wee uvsnveGUA *A* - C~7 • ,y'il ww Fart - Fa do"