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Home My WebLink About2231 S Shelton St Unit #2 - PlanA WINDOW SCHEDULE 4'-0" X 4'-0" SYMBOL SIZE WIDTH DESCRIPTIONHEIGHT SLIDING WINDOW TEMPERED GLASS 1 DOOR SCHEDULE 3'-0"X6'-8" SYMBOL SIZE WIDTH DESCRIPTIONHEIGHT 2'-8"X6'-8" 5'-0"X6'-8" 2 3 B C 3'-0" X 1'-0" 3'-0" X 3'-0" 1.- ALL ROOMS REQUIRED NATURAL LIGHT BY MEANS OF EXTERIOR WINDOWS OR SKYLIGHTS MIN. 8% OF THE FLOOR AREA OF THE ROOM. 2.- ALL ROOMS REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS MIN. 4% OF THE FLOOR AREA OF THE ROOM. 3.- CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRE WITH BATTERY BACKUP 4.-PROVIDE FOR NEW BATHROOM EXHAUST FAN WITH 50 CFM INTERMITTENT VENTILATION. 5.-PROVIDE MIN. 20 AMP. BREAKER FOR BATHROOM. 6.-BEDROOMS SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING MEETING ALL OF THE FOLLOWING, MINIMUM NET CLEAR OPENING 5.7 SQ FT, MINIMUM NET CLEAR OPENING HEIGHT OF 24', MINIMUM NET CLEAR OPENING WIDTH OF 20', AND BOTTOM OF CLEAR OPENING NOT GREATER THAN 44' MEASURED FROM THE FLOOR. DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 LEGAL DESCRIPTION APN WET STAMP HOLLOW DOOR SOLID DOOR SLIDING VINYL WINDOW SLIDING VINYL WINDOW 4 P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN RT FEBRUARY 152022 2/15/2022 SLIDING GLASS DOOR EXISTING GARAGE FLOOR PLAN SCALE 1/4"- 1' - 0" 21'-10" 21'-9" EXISITNG GARAGE DOOR 1 2 2 2 4 SHOWER TANKLESS W/H WITH STUCCO ENLOSURE LANDING 1'-3" REF. 2 21'-10" 28'-9" 14'-0"14'-9" 10'-4" SCALE 1/4"- 1' SCALE 1/4"- 1' 12'-2" 8'-5" 10'-4" 12'-5" 8'-5" 3'-3"7'-0" HOLLOW DOOR2'-4"X6'-8" 4 3 LANDING 4'-0" 6'-0" 3'-0" 5'-0" 10'-5" 10'-3" 11'-7" 10'-3" 8'-2" SCALE 1/4"- 1' 44" MAX. SCALE 1/4"- 1' 12'-2" 8'-5" 10'-4" 12'-5" 3 NEW COOL ROOF, ASPHALT SINGLES, OWENS CORNING OR SIMILAR BRAND, OVER 2 LAYERS #15 BUILDING FELT (CRRC 0890-0005) TO MATCH FRONT HOUSE TYPE OF EXTERIOR BUILDING MATERIALS AND COLORS DESCRIPTIONITEM NO.SAMPLE 3'-9" 1'-2" 12'-2" 20'-8" 1'-2" 5'-4"2'-10" TANKLESS W/H WITH STUCCO ENLOSURE TANKLESS W/H WITH STUCCO ENLOSURE S S S 14 INCH DIAMETER RIGID SUN TUNNEL SKYLIGHT WITH ACRYLIC DOME AND LOW PROFILE METAL FLASHING FROM THE TGR COLLECTION 5'-0" 4 4 ⅊ PR O P E R T Y L I N E ( E ) WALL TO BE REMOVED 1 HOUR FIRE RATED WALL 1 HOUR FIRE RATED WALL 1 1/2"max.threshold 1 1/2"max. threshold 100 CFM NON-RECIRCULLING EXHAUST FAN TOP OF STOVE 14 INCH DIAMETER RIGID SUN TUNNEL SKYLIGHT WITH ACRYLIC DOME AND LOW PROFILE METAL FLASHING FROM THE TGR COLLECTION PERSON RESPONSIBLE TO PREPARE THE DRAWINGS ENRIQUE LUCATERO DATE 01/04/2023 S S 1'-3" S S S MS S3 S S VS S VS MS A/C COMPRESSOR UNIT 2 TON S3 S3 ( E ) W A L L T O BE R E M O V E D 4" Ø DRYER EXHAUST TROUGH THE ATTIC GALV. GLIDER VENT ( MODEL 6026 ) WITH A FREE AREA OF 73 SQ. IN. GALV. GLIDER VENT ( MODEL 6026 ) WITH A FREE AREA OF 73 SQ. IN. GALV. GLIDER VENT ( MODEL 6026 ) WITH A FREE AREA OF 73 SQ. IN. 4'-4" U FACTOR 0.30, SHGC 0.23 2231 S Shelton St Unit 2 - 10111276012/11/2023 DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 2 3 LEGAL DESCRIPTION APN AS SHOWN RT MARCH 6,2023 2/15/2022 Post size by Designer CONTRACTOR MUST VERIFY IN FIELD THE EXISTING CONDITIONS AND APPLY ANY OF THESE DETAILS AS NECESSARY USING ANCHOR BOLTS TO CONNECT BOTTOM PLATE AND EXISTING AND NEW FOOTING 24"MIN. FOR NEW FOOTING Post size by Designer 6" 24" MIN. 6" MIN. PROVIDE 5 8"Ø X 6" MIN. EMBEDMENT INTO EXISTING FOOTING @ 4' O.C. W/EPOXY SET XP SPECIAL INSPECTION REQUIRED ESR/LARR SPECIFICATIONS SPECIFICATIONS : CONCRETE STANDARD GRADE f’c = 2,500 psi CONCRETE BLOCK GRADE “N” PER ASTM C-90 ( NO SPECIAL INSPECTION U.N.O ) MORTAR TYPE “S” 1;1/2;4 CEMENT TO LIME TO STAND GROUT 1:3:2 CEMENT TO SAND TO PEA GRAVEL f’c=2,000psi REINFORCING STEEL PER ASTM A-615 STRUCTURAL STEEL SHAPES PER ASTM A-36 COLUMNS PER ASTM A-53 GRADE B BOLTS PER ASTM A-307 WELDING ALL FIELD WELDING BY CERTIFIED WELDERS E-70 XX ELECTRODES LUMBER DOUGLAS FIR GRADING PER WCLIB RULE # 16 SIZES PER PS 20-70 JOIST, PLANKS, GRADE # 2 OR BETTER POSTS AND BEAM GRADE #1 OR BETTER PLYWOOD PER PSI-95 WITH EXTERIOR TYPE GLUE ROOF DIAPHRAGM 1/2” PS-1 PLYWOOD WITH 8 D NAILS @ 6:12 FLOOR DIAPHRAGM 5/8” PS-1 PLYWOOD WITH 10D NAILS @ 4:6:10 SOIL 1,500 psf PER CBC 2019 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING THE WORK. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS. 6"18" H - 1'-0" 21'-9"7'-0" 21'-10" 20'-8" 1'-0" LEGEND 24" SQ. X 24" DEPTH CONCRETE PAD FOOTING W/ 3 # 4 E.W. 28'-9" 12'-8"5'-8"10'-5" 3'-10" 6 MIL POLYETHYLENE FILM - MOISTURE BARRIER AND VAPOR BARRIER UNDERLAYMENT S S SS F F FOUNDATION NOTES: ENGINEERING GROUP DESIGN & CONSULTING ALLSTAR WET STAMP 24" 6" 2231 S Shelton St Unit 2 - 10111276012/11/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no commercial power supply. 1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3. Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11B. n of a branch circuit overcurrent protective device. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installatio 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 and over 6 percent of total 4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) AS SHOWN PR O P E R T Y O W N E R DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: 8 P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN 11 13 A 152022 2/15/2022 SON SONS O A H AWNS N AO A 01/0/202 2231 S Shelton St Unit 2 - 10111276012/11/2023 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor AdvantageTM Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) AS SHOWN PR O P E R T Y O W N E R DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: 9 P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN 12 13 A 152022 2/15/2022 SON SONS O A H AWNS N AO A 01/0/202 2231 S Shelton St Unit 2 - 10111276012/11/2023 .- FINAL INSPECTION NOTE: .\Desktop\811.png GENERAL NOTES REINFORCING STEELFOUNDATION NOTES SB 407 GREEN CODE NOTES ELECTRICAL CODE WOOD FRAMING DIG ALERT AS SHOWN PR O P E R T Y O W N E R DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: 10 P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN 13 13 FEBRUARY 15,2022 2/15/2022 PERSON RESPONSIBLE TO PREPARE THE DRAWINGS: ENRIQUE LUCATERO DATE: 01/04/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 2231 S Shelton St Unit 2 - 10111276012/11/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-1pg.:Derivation of Lateral Strip Loads - Single Story Room Addition Structure Geometry: Line / 125.0Pitch: ft. above grade0.00Podium:ft. plate8.001st story: ft22Trans. Width =ft29Long. Width = ft11.00Mean Roof Height = Wind Load - Method 2 (General Method) per ASCE 7-22 ASCE 7-22 26.5.1 or 2021 IBC(3-second gust)mph95V =CExposure: ASCE 7-22 26.8 & Table 26.8-1Topographic Factor1.0Kzt =0' to 15'0.85Kz = ASCE 7-22 Tab.26.6-1,for build'g,pg.274Directionality Factor0.85Kd = at 20'0.90 ASCE 7-22 Table 1.5-2 for ALL Categories1.0I,w = at 25'0.95 at 30'0.98 at 35'1.01 at 40'1.04 (Eq. 26.10-1, page 277)* Kz24.81q = .00256*Kz*Kzt*Kd*V^2*Iw = ASCE 7-22 Table 26.10-1pg. 277K,z interpolated for heights over 15' TransverseLongitudinal degrees23θ =0.761.32L/B = 0.380.50h/L = at windward wall elements0.80.8Cp = at leeward wall elements-0.5-0.5 at windward sloping roof00 at leeward sloping roof00 at windward parapet walls1.81.8 at leeward parapet walls-1.2-1.2 Internal Press. (pos. & neg.)psf3.8qGC,pi =0.18GC,pi = For Rigid Structures0.85G = Wind Load Factor for Alternate ASD Loads1.3ω = (q*G*Cp + q*GC,pi)ω ∗ω ∗ω ∗ω ∗P = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-2pg.:Seismic Load - Equivalent Lateral Force Procedure per ASCE 7-22, section 12.8 IIOccupancy CategoryAssumedD Site Class: S,DS = 2/3*F,a*Ss1.20F,a = 1.150S,DS =g1.470Ss = S,D1 = 2/3*F,v*S12.20F,v = 0.80S,D1 =g0.520S,1 = DSeismic Design Category: * D1.161+.2*S,DS/1.4 =0.23.2*S,DS = * D0.74.9-.2*S,DS/1.4 =Net Seismic D.L. Resisting Factor = (ASCE 11.5.1)1.00I,e = Calculated= S,D1/S,DS0.69565Ts =Determine Structure Period: ft8.00h,n =for light-framed buildings (Tab 12.8-2)0.02C,t = = C,t (h,n)^x0.095T =(ASCE Tab 12.8-2)0.75x = Vertical Distribution Exponent1.58k = TransverseLongitudinal (ASCE Tab. 12.2.)6.56.5R =Seismic Response Coefficient: 33Ω = 1.2941.294C,base = S,D1 * I / RT <---0.1770.177--->CONTROLSC,max = S,DS * I / R 0.0510.051C,min = .044*S,DS * I Seismic Design Category E or F: <---0.0000.000--->C,min = 0.5 *S1*I/R 0.1640.164Vs =C / 1.4[ ρ ] ∗ C,s = Reliability/Redundancy Factor: TransverseLongitudinal 1.301.30ρ = C,s*W + .2*S,DS*D[ ρ ] ∗ E = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-3pg.:Note: Heights are taken from grade Derive Strip Loads: level for wind, podium level for seismic Note: Value of C,e at mean roofLongitudinal Direction height used for all leeward surfaces Story condition - EXIST1L1 tofromft plt8.00/ 125.0pitch:0.000.0010.505.50d to ridge: 22.000.00ft22.00ft for11.33h,avg =0.000.0011.0011.00w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85003.338.0011.330.00.85003.338.0011.33Roof plf121-0.50.85004.000.008.000.80.85004.000.008.00Wall 1: plf89* (+Roof DL*24+15*4*2+10*4*1)0.164Roof:Seismic factorwx*hxhxwx 0.16443528.00544R Seismic Distribution Story condition - ADDITION1L2 tofromft plt8.00/ 125.0pitch:0.000.000.003.50d to ridge: 29.0022.00ft7.00ft for9.46h,avg =0.000.000.007.00w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85001.468.009.460.00.85001.468.009.46Roof plf30-0.50.85001.000.008.000.80.85001.000.008.00Wall 1: plf78* (+Roof DL*22+15*4*2)0.164Roof:Seismic factorwx*hxhxwx 0.16437768.00472R Seismic Distribution Transverse Direction Story condition - EXIST + ADDITION1T1 tofromft plt8.00/ 124.0pitch:0.000.000.0010.75d to ridge: 14.500.00ft14.50ft for11.58h,avg =0.000.000.0014.50w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85003.588.0011.580.00.85003.588.0011.58Roof plf121-0.50.85004.000.008.000.80.85004.000.008.00Wall 1: plf114* (+Roof DL*(23+8)+15*4*2+10*4*2)0.164Roof:Seismic factorwx*hxhxwx 0.16455688.00696R Seismic Distribution PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-4pg.:Roof Level fedcbaWall:1Line: 0.000.000.000.004.008.00ft total ->12.00L,wall: L1R*11+L2R*7lbs = 1545 V,w = lbs1545= lbs1526V,s(f) = #1Type0.000e,n =lb/nail42.4plf -->127.2plf v,s =129v,wall = in o/c48A35'sft20.67L,top plt = Use LS50'sAlt:plf68v,top plt = Std Plate Splice Drag:v,top plt*11.5lbs =782Drag = HldnFdtnft8.00Wall 1: * OK *1.00h/w =ft8.00Ht = in o/c725/8 inAB's:lbs1032P =ft-lbs8256OTM = HDU2 Holddowns2/3*(Roof DL*21.5/2+15*8)*L,wall^2/2ft-lbs =6229RM = OK at corner conditionlbs253Uplift = fedcbaWall:2Line: 0.000.000.004.004.004.00ft total ->12.00L,wall: T1R*22/2lbs = 1333 V,w = lbs1333= lbs1258V,s(f) = #1Type0.001e,n =lb/nail52.4plf -->104.8plf v,s =111v,wall = in o/c48A35'sft28.75L,top plt = Use LS50'sAlt:plf46v,top plt = Std Plate Splice Drag:v,top plt*7.5lbs =348Drag = HldnFdtnft4.00Wall 1: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs888P =ft-lbs3552OTM = HDU2 Holddowns2/3*(Roof DL*3/2+15*8)*L,wall^2/2ft-lbs =768RM = OK at corner conditionlbs696Uplift = HldnFdtnft4.00Wall 2: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs888P =ft-lbs3552OTM = HDU2 Holddowns2/3*(Roof DL*10/2+15*8)*L,wall^2/2ft-lbs =1067RM = OK at corner conditionlbs621Uplift = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-5pg.: fedcbaWall:3Line: 0.000.000.000.007.334.00ft total ->11.33L,wall: T1R*22/2lbs = 1333 V,w = lbs1333= lbs1258V,s(f) = #1Type0.001e,n =lb/nail55.5plf -->111.0plf v,s =118v,wall = in o/c48A35'sft28.75L,top plt = Use LS50'sAlt:plf46v,top plt = Std Plate Splice Drag:+v,top plt*21.5lbs =997Drag = HldnFdtnft4.00Wall 1: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs944P =ft-lbs3776OTM = HDU2 Holddowns2/3*(Roof DL*1.33+15*8)*L,wall^2/2ft-lbs =753RM = OK at corner conditionlbs756Uplift = HldnFdtnft7.33Wall 2: * OK *1.09h/w =ft8.00Ht = in o/c725/8 inAB's:lbs944P =ft-lbs6920OTM = HDU2 Holddowns2/3*(Roof DL*4.33/2+15*8)*L,wall^2/2ft-lbs =2770RM = OK at corner conditionlbs566Uplift = REVISED 5/2/23 fedcbaWall:4Line: 0.000.000.000.000.008.00ft total ->8.00L,wall: L1R*22/2lbs = 1333 V,w = lbs1333= lbs 983V,s(f) = #1Type0.000e,n =lb/nail20.5plf -->122.9plf v,s =167v,wall = in o/c48A35'sft21.83L,top plt = Use LS50'sAlt:plf61v,top plt = Std Plate Splice Drag:+v,top plt*13lbs =794Drag = HldnFdtnft8.00Wall 1: * OK *1.00h/w =ft8.00Ht = in o/c725/8 inAB's:lbs1336P =ft-lbs10688OTM = HDU2 Holddowns2/3*(Roof DL*1.33+15*8)*L,wall^2/2ft-lbs =3014RM = OK at corner conditionlbs959Uplift = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 2 5 AS SHOWN MARCH 62023 2/15/2022 24” o.c. face nail 10d box (3” x 0.128”) ” ”” ” ”” 8'-0" SCALE 1/4"- 1' BN. 8d @ 6" o.c. EN. 8d @ 6" o.c. ATTIC UPPER VENTILATION NEAR TO RIDGE CALCULATION TOTAL VENTILATED ATTIC AREA:SQ. FT.150=REQUIRED VENTILATION.SQ. FT.620 4.13 SQ. FT. X 144= 595 SQ. IN. TOTAL REQUIRED 9 GALV. GLIDER VENT ( MODEL 6026 ) WITH A FREE AREA OF 73 SQ. IN. = 657 SQ. IN. TOTAL UPPER ATTIC VENTILATION PROVIDED = 657 SQ. IN. TOTAL VENTILATED ATTIC AREA 595 / 73= 310 SQ INA.- UPPER AREA: 4.13 GALV. GLIDER VENT ( MODEL 6026 ) WITH A FREE AREA OF 73 SQ. IN. LEGAL DESCRIPTION APN ENGINEERING GROUP DESIGN & CONSULTING ALLSTAR WET STAMP 24" EN. 8d @ 6" o.c. DRIP EDGE FLASHING GALVANIZED STEEL DRIP EDGE FLASHING GALVANIZED STEEL EN. 8d @ 6" o.c. BN. 8d @ 6" o.c. 2231 S Shelton St Unit 2 - 10111276012/11/2023 DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 2 1 LEGAL DESCRIPTION APN WET STAMP P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN RT FEBRUARY 152022 2/15/2022 BUILDING CODES JURISDICTION ⅊ EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB EXISTING 100 AMPS. ELECTRICAL METER TO BE UPGRADED TO 200 AMP EXISTING 40 GAL. GAS WATER HEATER 10'-9" 14'-9" 10'-2" 1'-9" 2'-10" 29'-7" 5'-3" 31'-1" 10'-7" 6'-2" EXISTING WATER METER 4'-0"3'-0" 3'-0" 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% SLOPE 2% SLOPE SLOPE SLOPE SLOP E 2% S L O P E PERSON RESPONSIBLE TO PREPARE THE DRAWINGS ENRI4UE LUCATERO DATE 01/04/202 5'-0" THIS AREA WILL BE REMOVED INCLUDING THE ROOF TO PLACE AN EGRESS EMERGENCY EXIT WINDOW ( SEE FLOOR PLAN FOR DIMENSIONS ) A/C COMPRESSOR UNIT 2 TON SLOPE LANDING NEW DRIVEWAY APPROACH Bldg# 101112760 Elec# 20181631 Plmg# 30146664 Mech# 40138653 Issued 12/08/23 APPROVALS PLNG - FArias BLDG - JLo POLICE - BMartin 2231 S Shelton St Unit 2 - 10111276012/11/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 JOB NO:23-015 1-STORY ROOM ADDITION BY: AB 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 DATE: 3/6/23 SH:G-1 ROOF LOADS Roof Pitch = 5.0 / 12 D.L. Roofing 6.0 psf Asphalt Shingles Sheathing 1.5 Framing 2.3 Misc. 1.0 10.8 psf x 13.0 / 12 = 12 psf w/ Ceiling 3.0 13.8 psf x 13.0 / 12 = 15 psf L.L. 20.0 psf (Reducible) CEILING LOADS D.L. Ceiling 2.2 psf Framing 2.0 Misc. 0.8 5.0 psf L.L. 10.0 psf 3/6/2023 9:52 PM 23-015 General Loads _1-STORY ROOM ADDITINO.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 JOB NO:23-015 1-STORY ROOM ADDITION BY: AB 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 DATE: 3/6/23 SH:G-2 SHEAR WALL SCHEDULE MARK MATERIAL NAILING NOTES V,allow REMARKS 3/8" APA RATED 8d @ 6" oc EN 7 STRUCTURAL PANEL 1 260 TABLE 23-II-I-1 P.I.I.: 24/0 8d @ 12" oc FN 3/8" APA RATED 8d @ 4" oc EN 9 STRUCTURAL PANEL 1 350* TABLE 23-II-I-1 P.I.I.: 24/0 8d @ 12" oc FN *Modified* 3/8" APA RATED 8d @ 3" oc EN 10 STRUCTURAL PANEL 1, 2 490 TABLE 23-II-I-1 P.I.I.: 24/0 8d @ 12" oc FN 3/8" APA RATED 8d @ 2" oc EN 11 STRUCTURAL PANEL 1, 2 640 TABLE 23-II-I-1 P.I.I.: 24/0 8d @ 12" oc FN 15/32" APA STRUCT I RATED 10d @ 2" oc EN 12 STRUCTURAL PANEL 1, 2 870 TABLE 23-II-I-1 P.I.I.: 32/16 10d @ 12" oc FN NOTES: 1 ALL EDGES SHALL BE BLOCKED 2 3x FRAMING SHALL BE USED AT ALL ADJOINING EDGES AND FOUNDATION SILL PLATES 3/6/2023 9:51 PM 23-015 General Loads _1-STORY ROOM ADDITINO.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 ASCE 7 Hazards Report Address: 2231 S Shelton St Santa Ana, California 92707 Standard:ASCE/SEI 7-22 Latitude:33.716696 Risk Category:II Longitude:-117.881507 Soil Class:D - Stiff Soil Elevation:0 m (NAVD 88) Wind Results: Wind Speed 43 m/s 10-year MRI 29 m/s 25-year MRI 32 m/s 50-year MRI 34 m/s 100-year MRI 36 m/s 300-year MRI 40 m/s 700-year MRI 43 m/s 1,700-year MRI 45 m/s 3,000-year MRI 47 m/s 10,000-year MRI 51 m/s 100,000-year MRI 59 m/s 1,000,000-year MRI 67 m/s Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Mar 06 2023 Page 1 of 5https://asce7hazardtool.online/Mon Mar 06 2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 Value provided is 3-second gust wind speeds at 10 m above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2. Page 2 of 5https://asce7hazardtool.online/Mon Mar 06 2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 PGA M : 0.64 SMS : 1.73 SM1 : 1.19 SDS : 1.15 SD1 : 0.8 T L : 8 SS : 1.47 S1 : 0.52 VS30 : 260 Seismic Design Category: D - Stiff Soil 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 Site Soil Class: Results: Page 3 of 5https://asce7hazardtool.online/Mon Mar 06 2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 Data Accessed: Mon Mar 06 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. Page 4 of 5https://asce7hazardtool.online/Mon Mar 06 2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 5 of 5https://asce7hazardtool.online/Mon Mar 06 2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 ALLSTAR ENGINEERING GROUP JOB NO:23-015 CONSULTING & DESIGN 1-STORY ROOM ADDITION 644 NORTH POPLAR ST., SUITE 'B' BY: AB ORANGE, CA 92868 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 714‐984‐3986 DATE: 3/6/23 allstarengr@gmail.com www.abcivilengineering.com SH:B - 1 ROOF FRAMING Framing: Roof is to be designed conventional framing. Roofing: Roof Shingles Pitch: 5:12 Loads: Refer to Sheet G-1 DL: 15 psf Including ceiling weigh Exterior Wall Load =15 psf LL: 20 psf Interior Wall Load = 10 psf TL: 35 psf 3/6/2023 9:41 PM 23015 BM_ADD.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 ALLSTAR ENGINEERING GROUP JOB NO:23-015 CONSULTING & DESIGN 1-STORY ROOM ADDITION 644 NORTH POPLAR ST., SUITE 'B' BY: AB ORANGE, CA 92868 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 714‐984‐3986 DATE: 3/6/23 allstarengr@gmail.com www.abcivilengineering.com SH:B - 2 1 New Roof Rafters at Addition L = 10.67 ft.o s a n oc Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 64 24 24 0.00 10.67 ft. +Flat Roof*2 R1 = 341 128 128 lbs V reduced a Neither Suppor R2 = 341 128 128 lbs Vmax ----> 341 lbs t x = 5.34 ft V,x = 0 lbs at P1 M = 10.9 in-kips Try:S b = 1.50 in Case: 1 Total Load L =1.00 d = 5.50 in LDF = 1.25 Cr = 1.15 = 8.25 in^2 F'v = 119 psi fv = 62 psi 52.3% S = 7.6 in^3 F'b = 1635 psi fb = 1445 psi 88.4%2x6 DF #2 I = 21 in^4 E = 1600 ksi d,TL = 0.56 in L 228 d,LL = 0.35 in L 365 2 Typical Ceiling Joist at Addition L = 7.00 ft.o s a n oc Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 30 30 10 0.00 7.00 ft. + Ceiling*24/12 R1 = 105 105 35 lbs V reduced a R1 R2 = 105 105 35 lbs Vmax ----> 91 lbs t x = 3.50 ft V,x = 0 lbs at P1 M = 2.2 in-kips Try:S b = 1.50 in Case: 2 F,LL + DL L =1.00 d = 5.50 in LDF = 1.25 Cr = 1.15 = 8.25 in^2 F'v = 119 psi fv = 17 psi 14.0% S = 7.6 in^3 F'b = 1635 psi fb = 292 psi 17.8%2x6 DF #2 I = 21 in^4 E = 1600 ksi d,TL = 0.05 in L 1725 d,LL = 0.03 in L 2587 3 Typ. Header at side window at Addition L = 5.00 ft. Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 219 94 94 0.00 5.00 ft. Roof*6.25 R1 = 547 234 234 lbs V reduced a Neither Suppor R2 = 547 234 234 lbs Vmax ----> 547 lbs t x = 2.50 ft V,x = 0 lbs M = 8.2 in-kips Try:S b = 3.50 in Case: 1 Total Load L =1.00 d = 5.50 in LDF = 1.20 Cr = 1.00 = 19.25 in^2 F'v = 108 psi fv = 43 psi 39.5% S = 17.6 in^3 F'b = 1365 psi fb = 465 psi 34.1%4x6 DF #2 I = 49 in^4 E = 1600 ksi d,TL = 0.04 in L 1514 d,LL = 0.02 in L 2650 3/6/2023 9:42 PM 23015 BM_ADD.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 ALLSTAR ENGINEERING GROUP JOB NO:23-015 CONSULTING & DESIGN 1-STORY ROOM ADDITION 644 NORTH POPLAR ST., SUITE 'B' BY: AB ORANGE, CA 92868 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 714‐984‐3986 DATE: 3/6/23 allstarengr@gmail.com www.abcivilengineering.com SH:B - 3 4 Header at New Kitchen window L = 3.00 ft. Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 222 97 97 0.00 3.00 ft. Roof*6.25+Bm Wt R1 = 333 145 145 lbs V reduced a Neither Suppor R2 = 333 145 145 lbs Vmax ----> 333 lbs t x = 1.50 ft V,x = 0 lbs at P1 M = 3.0 in-kips Try:S b = 3.50 in Case: 1 Total Load L =1.00 d = 3.50 in LDF = 1.25 Cr = 1.00 = 12.25 in^2 F'v = 119 psi fv = 41 psi 34.3% S = 7.1 in^3 F'b = 781 psi fb = 419 psi 53.6%4x4 DF Std & Btr I = 13 in^4 E = 1400 ksi d,TL = 0.02 in L 1560 d,LL = 0.01 in L 2767 5 Drop Beam at Porch L = 4.00 ft. Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 145 65 65 0.00 4.00 ft. Roof*4+Bm Wt R1 = 289 129 129 lbs V reduced a Neither Suppor R2 = 289 129 129 lbs Vmax ----> 289 lbs t x = 2.00 ft V,x = 0 lbs at P1 M = 3.5 in-kips Try:S b = 3.5 in Case: 1 Total Load L =1.00 d = 5.50 in LDF = 1.25 Cr = 1.00 = 19.25 in^2 F'v = 113 psi fv = 23 psi 20.0% S = 17.6 in^3 F'b = 1422 psi fb = 197 psi 13.8%4x6 DF #2 I = 49 in^4 E = 1600 ksi d,TL = 0.01 in L 4472 d,LL = 0.01 in L 8088 3/6/2023 9:42 PM 23015 BM_ADD.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 ALLSTAR ENGINEERING GROUP JOB NO:23-015 CONSULTING & DESIGN 1-STORY ROOM ADDITION 644 NORTH POPLAR ST., SUITE 'B' BY: AB ORANGE, CA 92868 714‐984‐3986 DATE: 3/6/23 allstarengr@gmail.com www.allstarengineering.webs.com SH:B - 4 7 New Hip at Addition L = 9.50 ft. c = 4.83 ft.o s a n oc Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 40 15 15 9.50 14.33 ft. +Flat Roof*1.237425 wt1,min = 0 0 0 0.00 ft. max = 130 56 56 9.50 ft. Roof*3.712275 wt2,min = 0 0 0 0.00 ft. max = 111 48 48 9.50 ft. Roof*3.18195 R1 min = 115 146 lbs R1 max = 364 146 146 lbs R2 max = 1004 417 417 lbs Vmax ----> 813 lbs t x = 5.35 ft V,x = 0 lbs +M = 15.6 in-kips Try:S -M = 5.5 in-kips b = 1.50 in Case: 1 Total Load L =1.00 d = 9.25 in LDF = 1.25 Cr = 1.15 = 13.88 in^2 F'v = 119 psi fv = 88 psi 74.0% S = 21.4 in^3 F'b = 1384 psi fb = 728 psi 52.6%2x10 DF #2 I = 99 in^4 E = 1600 ksi d,TL = 0.13 in L / 856 d,c = 0.11 in L / 1088 d,LL = 0.08 in L / 1454 8 New Flush Beam btwn Existing and Addition L = 20.00 ft. Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 10 10 10 0.00 20.00 ft. +Bm Wt w2,plf = 109 109 36 0.00 20.00 ft. +Ceiling*(7/+7.5)2 max = 176 66 66 10.00 ft. +Flat Roof*5.5 wt2,min = 0 0 0 20.00 ft. max = 176 66 66 10.00 ft. +Flat Roof*5.5 P1,lbs = 1004 417 417 6.50 ft. +R2 from Hip abv P2,lbs = 1004 417 417 13.50 ft. +R2 from Hip abv R1 = 3073 1936 1211 lbs V reduced a R1 R2 = 3073 1936 1211 lbs Vmax ----> 2955 lbs t x = 10.00 ft V,x = 0 lbs at P1 +M = 220.0 in-kips Try:P b = 3.50 in Case: 1 Total Load L =1.00 d = 11.88 in LDF = 1.25 = 41.56 in^2 F'v = 338 psi fv = 107 psi 31.6% S = 82.3 in^3 F'b = 3504 psi fb = 2675 psi 76.3%3 1/2 x 11 7/8 PS I = 488 in^4 E = 2000 ksi d,TL = 1.09 in L / 221 d,LL = 0.66 in L / 365 9 New Ceiling Joist at Garage Conversion L = 21.00 ft.o s a n oc Loads:TL FLL+DL DL t To Load Derivation: w1,plf = 15 15 5 0.00 21.00 ft. +Ceiling*12/12 R1 = 158 158 53 lbs V reduced a Neither Suppor R2 = 158 158 53 lbs Vmax ----> 158 lbs t x = 10.50 ft V,x = 0 lbs +M = 9.9 in-kips Try:S b = 1.50 in Case: 2 F,LL + DL L =1.00 d = 7.25 in LDF = 1.00 Cr = 1.15 = 10.88 in^2 F'v = 90 psi fv = 22 psi 24.1% S = 13.1 in^3 F'b = 1380 psi fb = 755 psi 54.7%2x8 DF #2 I = 48 in^4 E = 1600 ksi d,TL = 0.86 in L / 293 d,LL = 0.57 in L / 439 3/6/2023 9:43 PM 23015 BM_ADD.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 ALLSTAR ENGINEERING GROUP JOB NO:23-015 CONSULTING & DESIGN 1-STORY ROOM ADDITION 644 NORTH POPLAR ST., SUITE 'B' BY: AB ORANGE, CA 92868 2231 SHELTON ST, UNIT 2 SANTA ANA, CA. 92707 714‐984‐3986 DATE: 3/6/23 allstarengr@gmail.com www.abcivilengineering.com SH:B - 5 FOUNDATION Foundation is Slab on grade with continuous footings. Allowable soil bearing = 1500 psf at continuous footings = 1500 psf at isolated pad footings Uniform Load at Continuous Footing w,max = 488 plf = Roof*10.5+Ext. Wall*8 Width = 0.325 ft = w,max / ASB 12'' wide footing OK Allowable Concentrated Load at Uniform Footin Ftg. Thick =2 ft. P,all = 6000 lbs = ASB x thick x 2 x width(ft) Pad at Front Porch P,max = 859 lbs = Roof*8 A,req = 0.57 ft^2 = 0.76 ft ea side 1'-0'' sq x 18'' dp pad Minimum 3/6/2023 9:43 PM 23015 BM_ADD.xls 2231 S Shelton St Unit 2 - 10111276012/11/2023 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-1pg.:Derivation of Lateral Strip Loads - Single Story Room Addition Structure Geometry: Line / 125.0Pitch: ft. above grade0.00Podium:ft. plate8.001st story: ft22Trans. Width =ft29Long. Width = ft11.00Mean Roof Height = Wind Load - Method 2 (General Method) per ASCE 7-22 ASCE 7-22 26.5.1 or 2021 IBC(3-second gust)mph95V =CExposure: ASCE 7-22 26.8 & Table 26.8-1Topographic Factor1.0Kzt =0' to 15'0.85Kz = ASCE 7-22 Tab.26.6-1,for build'g,pg.274Directionality Factor0.85Kd = at 20'0.90 ASCE 7-22 Table 1.5-2 for ALL Categories1.0I,w = at 25'0.95 at 30'0.98 at 35'1.01 at 40'1.04 (Eq. 26.10-1, page 277)* Kz24.81q = .00256*Kz*Kzt*Kd*V^2*Iw = ASCE 7-22 Table 26.10-1pg. 277K,z interpolated for heights over 15' TransverseLongitudinal degrees23θ =0.761.32L/B = 0.380.50h/L = at windward wall elements0.80.8Cp = at leeward wall elements-0.5-0.5 at windward sloping roof00 at leeward sloping roof00 at windward parapet walls1.81.8 at leeward parapet walls-1.2-1.2 Internal Press. (pos. & neg.)psf3.8qGC,pi =0.18GC,pi = For Rigid Structures0.85G = Wind Load Factor for Alternate ASD Loads1.3ω = (q*G*Cp + q*GC,pi)ω ∗ω ∗ω ∗ω ∗P = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-2pg.:Seismic Load - Equivalent Lateral Force Procedure per ASCE 7-22, section 12.8 IIOccupancy CategoryAssumedD Site Class: S,DS = 2/3*F,a*Ss1.20F,a = 1.150S,DS =g1.470Ss = S,D1 = 2/3*F,v*S12.20F,v = 0.80S,D1 =g0.520S,1 = DSeismic Design Category: * D1.161+.2*S,DS/1.4 =0.23.2*S,DS = * D0.74.9-.2*S,DS/1.4 =Net Seismic D.L. Resisting Factor = (ASCE 11.5.1)1.00I,e = Calculated= S,D1/S,DS0.69565Ts =Determine Structure Period: ft8.00h,n =for light-framed buildings (Tab 12.8-2)0.02C,t = = C,t (h,n)^x0.095T =(ASCE Tab 12.8-2)0.75x = Vertical Distribution Exponent1.58k = TransverseLongitudinal (ASCE Tab. 12.2.)6.56.5R =Seismic Response Coefficient: 33Ω = 1.2941.294C,base = S,D1 * I / RT <---0.1770.177--->CONTROLSC,max = S,DS * I / R 0.0510.051C,min = .044*S,DS * I Seismic Design Category E or F: <---0.0000.000--->C,min = 0.5 *S1*I/R 0.1640.164Vs =C / 1.4[ ρ ] ∗ C,s = Reliability/Redundancy Factor: TransverseLongitudinal 1.301.30ρ = C,s*W + .2*S,DS*D[ ρ ] ∗ E = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-3pg.:Note: Heights are taken from grade Derive Strip Loads: level for wind, podium level for seismic Note: Value of C,e at mean roofLongitudinal Direction height used for all leeward surfaces Story condition - EXIST1L1 tofromft plt8.00/ 125.0pitch:0.000.0010.505.50d to ridge: 22.000.00ft22.00ft for11.33h,avg =0.000.0011.0011.00w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85003.338.0011.330.00.85003.338.0011.33Roof plf121-0.50.85004.000.008.000.80.85004.000.008.00Wall 1: plf89* (+Roof DL*24+15*4*2+10*4*1)0.164Roof:Seismic factorwx*hxhxwx 0.16443528.00544R Seismic Distribution Story condition - ADDITION1L2 tofromft plt8.00/ 125.0pitch:0.000.000.003.50d to ridge: 29.0022.00ft7.00ft for9.46h,avg =0.000.000.007.00w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85001.468.009.460.00.85001.468.009.46Roof plf30-0.50.85001.000.008.000.80.85001.000.008.00Wall 1: plf78* (+Roof DL*22+15*4*2)0.164Roof:Seismic factorwx*hxhxwx 0.16437768.00472R Seismic Distribution Transverse Direction Story condition - EXIST + ADDITION1T1 tofromft plt8.00/ 124.0pitch:0.000.000.0010.75d to ridge: 14.500.00ft14.50ft for11.58h,avg =0.000.000.0014.50w,trib: ---------- Leeward Surface ----------- --------- Windward Surface -----------Wind CpKz avgh,effh,both,topCpKz avgh,effh,both,top 0.00.85003.588.0011.580.00.85003.588.0011.58Roof plf121-0.50.85004.000.008.000.80.85004.000.008.00Wall 1: plf114* (+Roof DL*(23+8)+15*4*2+10*4*2)0.164Roof:Seismic factorwx*hxhxwx 0.16455688.00696R Seismic Distribution PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-4pg.:Roof Level fedcbaWall:1Line: 0.000.000.000.004.008.00ft total ->12.00L,wall: L1R*11+L2R*7lbs = 1545 V,w = lbs1545= lbs1526V,s(f) = #1Type0.000e,n =lb/nail42.4plf -->127.2plf v,s =129v,wall = in o/c48A35'sft20.67L,top plt = Use LS50'sAlt:plf68v,top plt = Std Plate Splice Drag:v,top plt*11.5lbs =782Drag = HldnFdtnft8.00Wall 1: * OK *1.00h/w =ft8.00Ht = in o/c725/8 inAB's:lbs1032P =ft-lbs8256OTM = HDU2 Holddowns2/3*(Roof DL*21.5/2+15*8)*L,wall^2/2ft-lbs =6229RM = OK at corner conditionlbs253Uplift = fedcbaWall:2Line: 0.000.000.004.004.004.00ft total ->12.00L,wall: T1R*22/2lbs = 1333 V,w = lbs1333= lbs1258V,s(f) = #1Type0.001e,n =lb/nail52.4plf -->104.8plf v,s =111v,wall = in o/c48A35'sft28.75L,top plt = Use LS50'sAlt:plf46v,top plt = Std Plate Splice Drag:v,top plt*7.5lbs =348Drag = HldnFdtnft4.00Wall 1: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs888P =ft-lbs3552OTM = HDU2 Holddowns2/3*(Roof DL*3/2+15*8)*L,wall^2/2ft-lbs =768RM = OK at corner conditionlbs696Uplift = HldnFdtnft4.00Wall 2: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs888P =ft-lbs3552OTM = HDU2 Holddowns2/3*(Roof DL*10/2+15*8)*L,wall^2/2ft-lbs =1067RM = OK at corner conditionlbs621Uplift = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 LAT-5pg.: fedcbaWall:3Line: 0.000.000.000.007.334.00ft total ->11.33L,wall: T1R*22/2lbs = 1333 V,w = lbs1333= lbs1258V,s(f) = #1Type0.001e,n =lb/nail55.5plf -->111.0plf v,s =118v,wall = in o/c48A35'sft28.75L,top plt = Use LS50'sAlt:plf46v,top plt = Std Plate Splice Drag:+v,top plt*21.5lbs =997Drag = HldnFdtnft4.00Wall 1: * OK *2.00h/w =ft8.00Ht = total25/8 inAB's:lbs944P =ft-lbs3776OTM = HDU2 Holddowns2/3*(Roof DL*1.33+15*8)*L,wall^2/2ft-lbs =753RM = OK at corner conditionlbs756Uplift = HldnFdtnft7.33Wall 2: * OK *1.09h/w =ft8.00Ht = in o/c725/8 inAB's:lbs944P =ft-lbs6920OTM = HDU2 Holddowns2/3*(Roof DL*4.33/2+15*8)*L,wall^2/2ft-lbs =2770RM = OK at corner conditionlbs566Uplift = PROJECT ADDRESS: 2231 SHELTON STREET, UNIT 2, SANTA ANA, CA 2231 S Shelton St Unit 2 - 10111276012/11/2023 DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 2 6 LEGAL DESCRIPTION APN WET STAMP P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN A 152022 2/15/2022 SON SONS O A H AWNS N AO A 01/0/202 2231 S Shelton St Unit 2 - 10111276012/11/2023 DRAWING NUMBER: SALES REPRESENTATIVE: SHEET: SCALE: DRAWN BY: APPROVED BY: OF DATE: DATE: AS SHOWN 2 2 7 LEGAL DESCRIPTION APN WET STAMP P.O. BOX 39332 DOWNEY, CA 90239 (323 )353-4989 LUCTOR COMPANY AS SHOWN A 152022 2/15/2022 SON SONS O A H AWNS N AO A 01/0/202 2231 S Shelton St Unit 2 - 10111276012/11/2023