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HomeMy WebLinkAbout2233 W Hall Ave - PlanT-1 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D PE R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS TITLE SHEET BUILDING INFORMATION:SHEET INDEX: THE CITY OF SANTA ANA CODE COMPLIANCE SCOPE OF WORK: SITE NOT TO SCALE SITE SITE NOT TO SCALE ADDRESS: NUMBER OF STORIES: EXISTING FLOOR AREA (PER ASSESSORS): YEAR BUILDING WAS CONSTRUCTED:1975 APN:41224322 LOT AREA:6,050 SF TYPE OF CONSTRUCTION:V-B OCCUPANCY GROUP:R-3 FIRE SPRINKLER:NO PROPOSED FLOOR AREA: PROPOSED ADDITION AREA: PROPOSED LOT COVERAGE: 2233 W HALL AVE, SANTA ANA, CA 92704 TYPE:SINGLE FAMILY RESIDENTIAL 1 ±1164 SF EXISTING GARAGE AREA:±479 SF ±1757 SF 445 + 52 = 497 SF MAP AERIAL VIEWVICINITY MAP A-2 ROOF PLANS T-1 TITLE SHEET GN-2 GENERAL NOTES GN-1 GENERAL NOTES A-3 U-1 D-1 D-2 A-1 FLOOR PLANS A-4 SECTION & DETAILS & WINDOW / DOOR SCHEDULE U-2 UTILITY PLAN & DETAILS ELEVATIONS GN-3 GENERAL NOTES A-0 SITE PLANS UTILITY PLAN & DETAILS DETAILS Know what'sbelow.Call before you dig. USA North California and Nevada Call Two Working Days Before You Dig! 811 / 800-227-2600 PROPERTY OWNER: ±515 SF ADDITION NO WORK PROPOSED IN THE RIGHT-OF-WAY. JIMMY TEA, (714) 200-4654 2022 CALIFORNIA RESIDENTIAL CODE (CRC) AND/OR 2022 CALIFORNIA BUILDING CODE (CBC) AS APPLICABLE. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) AND CITY OF SANTA ANA MUNICIPAL CODE. EXISTING PATIO COVER TO BE DEMOLISHED:±228 SF EXISTING FRONT PORCH AREA:±25 SF DETAILS PROPOSED GARAGE AREA:±409 SF D-3 DETAILS T24.1 TITLE 24 COMPLIANCE (BY OTHERS) T24.2 TITLE 24 COMPLIANCE (BY OTHERS) T24.3 TITLE 24 COMPLIANCE (BY OTHERS) S-1 STRUCTURAL NOTES (BY OTHERS) S-2 PARTIAL FOUNDATION PLAN (BY OTHERS) S-3 PARTIAL ROOF FRAMING PLAN (BY OTHERS) S-4 SECTIONS AND DETAILS (BY OTHERS) S-5 SECTIONS AND DETAILS (BY OTHERS) WSWH1 TYP. DETAILS (BY OTHERS) STRONG-WALL® WSWH ANCHORAGE DETAILS (BY OTHERS) S-6 WSWH2 STRONG-WALL® WSWH FRAMING DETAILS (BY OTHERS) (1164+497+409)/6,050 = %34 FEMA ZONE:X 1 1 1 1 1 D-4 DETAILS 1 1 1 GN-1 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS GENERAL NOTES 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 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 X X X X X X X X X X X X X X X X X X X X X X X GN-2 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS GENERAL NOTES 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.) X X X X X X X X X X X X X X X X X X X X X GN-3 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS GENERAL NOTES ABBREVIATIONS CONTRACTORS NOTES DOUBLE MICROWAVE AND WARMING & @ ° Ø % # (E) (N) AA A/C AND AT DEGREES DIAMETER PERCENT POUND OR NUMBER EXISTING NEW ATTIC ACCESS AIR CONDITIONING AD AL APN ARCH AWG BBQ BLDG BTU CAB CLG CMU CONC AREA DRAIN ALUMINUM ASSESSORS PARCEL NUMBER ARCHITECT AWNING BARBEQUE BUILDING BRITISH THERMAL UNIT CABINET CEILING CONCRETE MASONRY UNIT CONCRETE CSMT CASEMENT DEMO DIA DIM DS DV D/W ELEC M DIAMETER DIMENSION DOWNSPOUT DRYER VENT DISHWASHER ELECTRICAL ELECTRICAL METER FAU FD FF FGR FLR FP FR FT FTG FXD GAL GB GI GL G GWB GYP HB HDR FORCED AIR UNIT FLOOR DRAIN FINISH FLOOR FINISH GRADE FLOOR FIREPLACE FIRE RATED FOOT/FEET FOOTING FIXED GALLON GYPSUM BOARD GALVANIZED IRON GLASS GAS METER GYPSUM WALL BOARD GYPSUM HOSE BIBB HEADER HR HT INSUL IN KIT MAX MECH HOUR HEIGHT INSULATION INCH KITCHEN MAXIMUM MECHANICAL MFR MIN MTL MW N/A MANUFACTURER MINIMUM METAL MICROWAVE NOT APPLICABLE PL P/L PLY RA RD REF REV SA SEC SF SFD SH SPEC SQ PLATE PROPERTY LINE PLYWOOD RETURN AIR ROOF DRAIN REFRIGERATOR REVISION SUPPLY AIR SECTION SQUARE FEET SINGLE FAMILY DWELLING SINGLE HUNG SPECIFICATIONS SQUARE STR STRG SYSB T TG STRUCTURAL STORAGE SIDE YARD SETBACK THERMOSTAT TEMPERED GLASS TV TYP TWH U/ U/C VIF W/ TELEVISION TYPICAL TANKLESS WATER HEATER UNDER UNDER COUNTER VERIFY IN FIELD WITH WH WATER HEATER W.I.C W&D WALK - IN CLOSET WASHER AND DRYER DEMOLITION SL SLIDING DWY DRIVEWAY CTDL CATHEDRAL SLPD SLOPED D/MWO DOUBLE OVEN AND MICROWAVE WSOFT WATER SOFTENER CRAWL SPACE ACCESSCA W WATER METER REQ REQUIRED CALCULATIONCALC ADU ACCESSORY DWELLING UNIT D/M&O 1.CONTRACTOR OR OWNER SHALL OBTAIN ALL PERMITS, AND CHECK GOVERNING AUTHORITIES SPECIFICATIONS FOR CONSTRUCTION INCLUDING REMOVAL OR RELOCATION OF EXISTING UTILITIES. 2.CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN (PRIOR TO) FINALIZING BIDS AND PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF "PLAN AND PERMIT INC." PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. NOTIFY "PLAN AND PERMIT INC." PROMPTLY, SHOULD ANY QUESTIONS ARISE PERTAINING TO THE PLANS, OR IF CONDITIONS ARE FOUND THAT MAY PREVENT THE PROPER EXECUTION OF ANY PORTION OF THE WORK. THE CONTRACTOR SHALL CORRECT ALL ERRORS, DISCREPANCIES, OR OMISSIONS WHICH RESULT FROM HIS FAILURE TO NOTIFY "PLAN AND PERMIT INC.". BEFORE STARTING FABRICATION OR INSTALLATION OF ANY ITEM OR WORK. 3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING SHORING AND TEMPORARY BRACING AND TAKE ALL NECESSARY MEASURES TO INSURE THE SAFETY OF ALL PERSONS AND STRUCTURES NEXT TO THE SITE. CARE SHALL BE TAKEN TO PROTECT FROM ANY DAMAGE ALL TREES AND VEGETATION ON SITE AND ON ADJOINING PROPERTIES. ANY TRIMMING OR OTHER ALTERATION DONE TO TREES SHALL BE DONE SO ONLY BY APPROVAL OF THE OWNER. 4."PLAN AND PERMIT INC." SHALL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE PLANS, CODES, REGULATIONS AND LAWS, OR FOR THE PERFORMANCE OF THE CONTRACTOR IN A TIMELY AND SATISFACTORY MANNER. 5."PLAN AND PERMIT INC." WILL NOT PROVIDE REGULAR ON SITE CONTRACT ADMINISTRATION AND IS AVAILABLE ONLY AT REQUEST OF THE OWNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. 6.CONTRACTOR SHALL GIVE NOTICES REQUIRED BY GOVERNMENTAL AUTHORITIES AND BY THE OWNER OR HIS REPRESENTATIVE. 7.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. THE DRAWINGS WERE PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND FOR CONSTRUCTION BY A KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF ANY SUPPLEMENTAL PRODUCT SPECIFICATIONS, COORDINATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT. 10.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 11.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 12.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 13.CONTRACTOR SHALL DELIVER TO OWNER, UPON PROJECT CLOSE-OUT THE PERMIT AND RECORD (NEW) SETS OF PLANS TOGETHER WITH OPERATION AND MAINTENANCE DATA, WARRANTIES, BONDS IF APPLICABLE, CERTIFICATES OF COMPLIANCE REQUIRED BY REGULATORY AUTHORITIES AND SUCH OTHER PROJECT RECORDS AS MAY BE REQUESTED BY THE OWNER. 14.THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BUILDING SITE AND INSIDE BUILDING THE WORK AS CLEAR OF RUBBISH AS POSSIBLE DURING THE COURSE OF THE WORK. BEFORE FINAL NOTICE OF COMPLETION, THE BUILDING WILL BE FULLY CLEANED, INCLUDING ALL GLASS POLISHED, SCRUBBED AND CLEANED, AND THE BUILDING SHALL BE SUITABLE FOR IMMEDIATE OCCUPANCY BY OWNER. CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN THE PREMISES, CLEAN AND FREE OF ALL TRASH AND DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, DUST, ETC. SHALL PROVIDE ADEQUATE TRASH CONTAINERS FOR THE DISPOSAL OF UNUSED MATERIAL AND TRASH. 15.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. 17.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 18.CONTRACTOR IS RESPONSIBLE TO COORDINATE WORK OF ALL OF OWNER'S SUBCONTRACTORS AND FIXTURE CONTRACTORS INCLUDING THE PERFORMANCE OF SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. 19.CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 20.TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 21.ALL NEW GLAZING (PENETRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U - VALUE. 22.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 23.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS AND ETC, MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 24.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 25.KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 26.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO APPLICABLE REGULATORY AUTHORITIES. 27.CONTRACTOR TO VERIFY IN FIELD EXISTING CONDITION STRUCTURAL SYSTEM AND PROPOSED SCOPE OF WORK (DEMOLITION). CONTRACTOR ON DISCOVERY OF DISCREPANCY BETWEEN PROPOSED SCOPE AND EXISTING CONDITION WILL NOTIFY IMMEDIATE DESIGNER AND ENGINEER. 28.CONTRACTOR TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. 29.CONTRACTOR TO COORDINATE ROUTING OF VENTS AND DUCTING TO ROOF AND/OR EXTERIOR WALL PER EXISTING CONDITION. 30.CONTRACTOR TO COORDINATE 2X FRAMING PER STRUCTURAL AND T24 SHEETS. 31.CONTRACTOR TO COORDINATE REQUIRED ROUGH OPENING PER WINDOW AND DOOR SCHEDULE AND THE MANUFACTURER SPECIFICATIONS. 32.GENERAL CONTRACTOR TO COORDINATE ROUTING OF NEW ELECTRICAL, GAS, AND PLUMBING LINES (AS NEEDED) PER PROPOSED SCOPE OF WORK. 33.ALL FIRE RATED PARTITION FRAMING TO CONTINUE TO THE UNDERSIDE OF ROOF SHEATHING OR SUBFLOOR ABOVE. 34.CONTRACTOR WILL COORDINATE REMOVAL OF EXISTING HARDSCAPE AND LANDSCAPE PER PROPOSED SCOPE OF WORK 35.CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING SHALL COMPLY WITH REQUIREMENT OF CALGREEN DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICENCY AND/OR AHJ REGULATIONS, WHICHEVER IS MORE STRICT. 36.CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED IN A PROFESSIONAL AND WORKMANLIKE MANNER BY SKILLED MECHANICS OF THE TRADE AND SHALL REPLACE ANY ITEMS DAMAGED BY THE CONTRACTOR ' S OR SUBCONTRACTORS ' PERFORMANCE AT NO ADDITIONAL COST TO THE OWNER . 37.SUBCONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHER'S WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK AND IN A TIMELY MANNER. 38.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. FIELD OBSERVATIONS BY "PLAN AND PERMIT INC." OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS REVIEWING NOR APPROVING THE SAME. 39.NO STORAGE OR PLACEMENT OF HAZARDOUS, TOXIC, CARCINOGENIC, OR FLAMMABLE MATERIALS SHALL BE PERMITTED ON THE SITE. DISPOSAL OF SAID MATERIALS SHALL BE IN A SAFE MANNER AND SHALL COMPLY WITH ALL CURRENT APPLICABLE LAWS AND REGULATIONS. 40.CONTRACTOR SHALL INSPECT AND VERIFY THAT THE PROJECT WORK SPACE IS ASBESTOS FREE. THE CONTRACTOR MUST NOTIFY THE CITY OFFICIALS, OWNER AND DESIGNER IMMEDIATELY, IF THE PRESENCE OF ASBESTOS, OR ANY HAZARDOUS MATERIAL IS DETECTED OR SUSPECTED. 41."PLAN AND PERMIT INC." DOES NOT GUARANTEE THE GENERAL CONTRACTOR'S AND /OR SUBCONTRACTORS' PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS PERFORMANCE, INCOMPETENCE, OR ERRORS OR OMISSIONS OR COMMISSION OF THE SUBCONTRACTOR. 42.THE DESIGN AND WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITIONS OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE CITY. HAVING JURISDICTION (SEE MUNICIPAL CODE). IN THE CASE OF CONFLICT WITH THESE REGULATIONS AND THE CONTRACT DOCUMENTS, THE MOST RESTRICTIVE SHALL APPLY 43.WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 44.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITY SERVICES IN THE AREA TO BE EXCAVATED (ABOVE AND BELOW GRADE) PRIOR TO COMMENCING THE WORK TO BE DONE. 45.SHOULD ANY LOOSE FILL / EXPANSIVE SOIL / GROUND WATER OR OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING SITE EXCAVATION THE GENERAL CONTRACTOR, OWNER AND ENGINEER SHALL BE NOTIFIED AND ALL WORK SHALL CEASE IMMEDIATELY. 46.SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED IN THE HALL/AREA SERVICING EACH SLEEPING AREA. BATTERY OPERATED DETECTORS ARE ACCEPTABLE FOR EXISTING CONSTRUCTION. 47.INTERIOR WALLS AND CEILING FINISH FLAME SPREAD RATING SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, ORDINANCE, RULES AND REGULATIONS. 48.THE CONSTRUCTION, REMODEL, OR DEMOLITION OF BUILDING SHALL COMPLY WITH REQUIRED CODE. 49.THE CONTRACTOR, BEFORE COMMENCING WORK, SHALL NOTIFY THE OWNER IN WRITING OF ANY WORK CANNOT BE FULLY GUARANTEED OR EXECUTED WITHIN THE INTENT OF THE DRAWINGS PRIOR TO BID SUBMITTAL. 50.ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS' SPECIFICATIONS. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE PLANS PREPARED BY "PLAN AND PERMIT INC." AND HIS CONSULTANTS SHALL BE BROUGHT TO THE ATTENTION OF "PLAN AND PERMIT INC." IN WRITING BEFORE COMMENCING WORK. 51.REFERENCE TO PRODUCT MANUFACTURER OR TRADE NAMES ARE FOR MINIMUM PERFORMANCE SPECIFICATION ONLY. SUBMITTAL EQUALS MAY BE ALLOWED UPON APPROVAL BY "PLAN AND PERMIT INC.". MATERIAL SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT WRITTEN APPROVAL BY "PLAN AND PERMIT INC." SHALL NOT BE RESPONSIBILITY OR OF RELATED MATERIALS AND DETAILS. 52.CUTTING AND PATCHING INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. USE MATERIALS FOR CUTTING AND PATCHING IDENTICAL TO EXISTING MATERIALS. 53.DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. SUBMIT PROPOSAL AND OBTAIN ENGINEER'S APPROVAL BEFORE PROCEEDING WITH CUT AND PATCH OF STRUCTURAL WORK. 54.THE ARCHITECTURAL SITE PLAN IS NOT A LAND SURVEY. IT IS BASED ON SITE INFORMATION PROVIDED BY THE OWNER FOR BUILDING DEPARTMENT REFERENCE ONLY. ON-SITE VERIFICATION OF ALL DIMENSIONS, ALL EXISTING CONDITIONS, GROUND WATER, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING UTILITIES AND SUBSTRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. 55.MAINTAIN ON THE JOB SITE, IN GOOD ORDER, ONE COPY OF ALL PLANS AND MODIFICATIONS THERETO, (NEW) FIELD TEST RECORDS AND INSPECTION REPORTS, CORRESPONDENCE PERTAINING TO THE WORK ON SITE AND PERMITS, AND PERMITS, AND PERMIT SETS OF PLANS FOR THE USE OF BUILDING OFFICIALS. 56.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. 57.BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87. 58.ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY SEEN VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY 59.DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 60.CONTRACTOR SHALL PERFORM SLAB CONDITION ASSESSMENT AND VERIFICATION PRIOR TO COMMENCING THE WORK AND LOCATE THE POSITION OF THE REINFORCING STEEL AT THE WORK AREA BY GPR, X-RAY OR OTHER MEANS. SLAB CAN BE POST TENSION WITHOUT ANY STAMP MARK ON IT. 1 A/C A/C TW H A-0 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS SITE PLANS W HALL AVE 1 NOTE: UNDER GROUNDING OF ELECTRICAL, CABLE AND PHONE IS REQUIRED. 08'8'16' 18" = 1'-0" (E) POOL (E) DRIVEWAY AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K (E) LANDSCAPING.TYP. ADJACENT PROPERTY NOT IN SCOPE OF WORK APPROX. P/L ±55.00' APPROX. P/L ±55.00' AP P R O X . P / L ± 1 1 0 . 0 0 ' AP P R O X . P / L ± 1 1 0 . 0 0 ' (E) SITE WALL.TYP. (E) GATE.TYP. (E) STAIR (E) FRONT PORCH (E) HARDSCAPING (E) EAVE LINE W HALL AVE 2 NOTE: UNDER GROUNDING OF ELECTRICAL, CABLE AND PHONE IS REQUIRED. 08'8'16' 18" = 1'-0" (E) POOL (E) DRIVEWAY AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K (E) LANDSCAPING.TYP. ADJACENT PROPERTY NOT IN SCOPE OF WORK APPROX. P/L ±55.00' APPROX. P/L ±55.00' AP P R O X . P / L ± 1 1 0 . 0 0 ' AP P R O X . P / L ± 1 1 0 . 0 0 ' (E) SITE WALL.TYP. (E) GATE.TYP. (E) STAIR (E) FRONT PORCH (E) HARDSCAPING (E) EAVE LINE (E) HVAC CONDENSER ON CONCRETE PAD (E) REMOVABLE MESH FENCING W/ SELF-CLOSING AND SELF-LATCHING GATE THAT CAN ACCOMMODATE A KEY LOCKABLE DEVICE, IN COMPLIANCE WITH ASTM F2286 PROPOSED ADDITION BY PARTIAL CONVERTING OF THE GARAGE ±52 SF (E) OVERHANG TO BE REMOVED (E) HARDSCAPING TO BE REMOVED (E) GAS METER (E) ELECTRICAL METER & PANEL (E) WATER METER (E) GAS METER (E) ELECTRICAL METER & PANEL (E) WATER METER EXISTING SITE PLAN (DEMO PLAN)PROPOSED SITE PLAN PROPOSED ADDITION ±445 SF (E) GARAGE (E) GARAGE (E) SFD ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 (E) SFD ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 RESERVE SPACE IN THE MAIN ELECTRICAL SERVICE PANEL FOR A FUTURE HEAT PUMP WATER HEATER DOUBLE POLE CIRCUIT BREAKER. LABEL THIS SPACE "FOR FUTURE 240V USE". (E) DESIGNATED 30"x30" SPACE FOR FUTURE ELECTRIC HEATPUMP WATER HEATER (N) LANDING/STEP RE: STRUCTURAL SHEETS (N) TANKLESS WATER HEATER WALL MOUNTED 1 1 1 1 D/W RE F V. R (E) FP W D F A UWH (E) BEDROOM(E) BEDROOM (E) CLOSET (E) CLOSET (E) CLOSET (E) BATHROOM (E) MASTER BEDROOM (E) LIVING ROOM(E) DINING ROOM(E) KITCHEN (E) PATIO COVER (E) GARAGE (E ) L I N E N (E) CLOSET (E) ENTRY (E) PORCH (E ) M A S T E R B A T H A/C V.R (E) BEDROOM(E) BEDROOM (E) CLOSET (E) CLOSET (E) CLOSET (E) BATHROOM (E) MASTER BEDROOM (E) GARAGE (E ) L I N E N (E) CLOSET (E) ENTRY (N) GREAT ROOM 8' CLG (N) DINING ROOM 8' CLG (N) KITCHEN 8' CLG (E) PORCH AT T I C FA U (E ) M A S T E R B A T H D/ W RE F D/MWO AA MI N . 2 2 " X 3 0 " . AA MI N . 2 2 " X 3 0 " . A/C (N) BEDROOM 8' CLG W D TW H (N ) C L O S E T 8' C L G A-1 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS FLOOR PLANS BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 1 EXISTING FLOOR PLAN (DEMO PLAN) 04'4'8' 1 4" = 1'-0" MA X . 7 3 4" 2 PROPOSED FLOOR PLAN 04'4'8' 14" = 1'-0" PROPOSED ADDITION, ±445 SF 5 A-3 6 A-3 1 A-3 2 A-3 3 A-3 4 A-3 WORK AREA WORK AREA (E) POST TO BE REMOVED.TYP. (E) WALL TO BE REMOVED.TYP. (E) WINDOW TO BE REMOVED.TYP. (E) KITCHEN CABINETS AND APPLIANCES TO BE REMOVED (E) DOOR TO BE REMOVED.TYP. (N) LANDING/STEP RE: STRUCTURAL SHEETS (N) KITCHEN CABINETS AND APPLIANCES (N) ISLAND 1 A-4 (E) HVAC CONDENSER ON CONCRETE PAD PROPOSED ADDITION, ±52 SF (E) REMOVE FIRE RATED WALL SEPARATING GARAGE AND RESIDENCE (E) PATIO COVER BE REMOVED (E) FIRE PLACE TO BE REMOVED REMOVE (E) VENT STACK; PATCH PAINT, PER ADJACENT CONTIION CONFIRM REMOVAL OF ATTIC ACCESS POINT SEE PROPOSED PLAN 2% S L O P E MA X . 1 1 2" MA X . 7 3 4" (N) WINDOW.TYP.SEE WINDOW SCHEDULE (N) FOLDING DOOR.SEE WINDOW SCHEDULE (N) DOOR.TYP. SEE DOOR SCHEDULE (N) BIFOLD DOOR.TYP. SEE DOOR SCHEDULE NOTE: THE WALL BETWEEN GARAGE AND KITCHEN IS NOT AN EXISTING SHEAR WALL. PROVIDE WATERPROOFING EPOXY COATING OVER THE (N) SLAB AT THE GARAGE CONVERSION AREA. REDGARD ICC ESR-1413 OR APPROVED EQUAL. (E) DESIGNATED 30"x30" SPACE FOR FUTURE ELECTRIC HEATPUMP WATER HEATER 1 1 2% S L O P E MA X . 1 1 2" MA X . 7 3 4" (E) HVAC CONDENSER ON CONCRETE PAD (N) TANKLESS WATER HEATER WALL MOUNTED 1 1 1 (N) WALK-IN SHOWER W/ MIN. 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR. (N) ELECTRIC FIREPLACE, LISTED FOR INSTALLATION IN COMBUSTIBLE CONSTRUCTION TO BE INSTALLED PER MFR WITHIN A (N) MEDIA CENTER CABINET A-2 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS 1 EXISTING ROOF PLAN 2 PROPOSED ROOF PLAN ROOF PLANS 04'4'8' 1 4" = 1'-0" 04'4'8' 14" = 1'-0" BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 5: 1 2 P I T C H 5: 1 2 P I T C H (E) OVERHANG TO BE REMOVED.TYP. 5: 1 2 P I T C H 5: 1 2 P I T C H 5:12 PITCH5:12 PITCH (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) REMOVE (E) ROOFING MATERIAL AND UNDERLAYMENT TO SHEATHING. PREP (E) ROOF FOR (N) ROOF ASSEMBLY. ·ROOF VENT CALCULATIONS: 1/150TH OF AREA REQUIRED AT ROOF ·ATTIC AREA: 445 SF @ DINING ROOM, MASTER BATH & MASTER WIC: 445 SF / 150 SF = 3 SF REQUIRED LOWER VENT: 60% X 3 SF = 1.8 SF REQUIRED ---> 3 DORMER VENTS x 0.69 SF = 2.07 SF PROVIDED. UPPER VENT: 40% X 3 SF = 1.2 SF REQUIRED ---> 1 GABLE VENT x 1.25 SF = 1.25 SF PROVIDED. ROOF NOTE: a.A MINIMUM OF 1" AIRSPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING. OPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE ATTIC SPACE. b.THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE ATTIC AREA. c.VENT OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE CORROSION RESISTANT, METAL WIRE MESH OR OTHER MATERIALS HAVING OPENINGS 1/16” MINIMUM TO 1/8” MAXIMUM. d.50% OF THE REQUIRED VENTILATION AREA MUST BE LOCATED AT LEAST 3 FT. ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS. e.WHERE THE RATIO OF 1/300 IS USED TO VENT THE ATTICS, NOT LESS THAN 40% BUT NOT MORE THAN 50% OF THE VENTS SHALL BE LOCATED NOT MORE THAN 3 FT. BELOW THE RIDGE. (N) 24 IN. X 12 IN. GALVANIZED STEEL HALF-ROUND DORMER VENT W/ 1 8" SCREEN, GIBRALTAR BUILDING PRODUCTS (OR APPROVED EQUAL). EACH VENT HAS 0.69 SF. N.F.V. SEE ROOF VENT CALCS. OPEN TO BEYOND PLPL OPEN TO BEYOND PLPL OPEN TO BEYOND A-3 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS 1 EXISTING EAST ELEVATION 2 PROPOSED EAST ELEVATION ELEVATIONS 04'4'8' 14" = 1'-0" 04'4'8' 14" = 1'-0" 3 EXISTING NORTH ELEVATION 4 PROPOSED NORTH ELEVATION 04'4'8' 14" = 1'-0" 04'4'8' 14" = 1'-0" 5 EXISTING WEST ELEVATION 6 PROPOSED WEST ELEVATION 04'4'8' 14" = 1'-0" 04'4'8' 14" = 1'-0" 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 1 D-1 1 D-1 9 A-4 (E) CHIMNEY TO BE REMOVED (E) POST TO BE REMOVED (E) WINDOW TO BE REMOVED.TYP.(E) POST TO BE REMOVED.TYP. (E) SLIDING DOOR TO BE REMOVED (E) OVERHANG TO BE REMOVED.TYP. (E) POST TO BE REMOVED (E) PATIO COVER TO BE REMOVED (E) CHIMNEY TO BE REMOVED (E) OVERHANG TO BE REMOVED (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: DESERT STAR | DEW314, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR: TO BE MATCHED W/ (E) ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: DESERT STAR | DEW314, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) (N) FASCIA BOARD TO MATCH W/ HOUSE FASCIA BOARD (N) SLIDING DOOR.TYP. SEE DOOR SCHEDULE (N) WINDOW.TYP.SEE WINDOW SCHEDULE (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: DESERT STAR | DEW314, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) (E) HVAC CONDENSER ON CONCRETE PAD (E) HVAC CONDENSER ON CONCRETE PAD PROVIDE OPENING FOR (N) WINDOW (E) PATIO COVER TO BE REMOVED (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH (E) FASCIA MATERIAL AND FINISH (E) GABEL VENT (N) FASCIA BOARD TO MATCH W/ HOUSE FASCIA BOARD (E) CHIMNEY TO BE REMOVED (E) PATIO COVER TO BE REMOVED (N) FOLDING DOOR.SEE WINDOW SCHEDULE (N) CEILING (E) ROOF MATERIAL AND FINISH (N) LANDING/STEP.TYP. RE: STRUCTURAL SHEETS (N) FASCIA BOARD TO MATCH W/ HOUSE FASCIA BOARD (N) LANDING/STEP RE: STRUCTURAL SHEETS (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH (E) FASCIA MATERIAL AND FINISH (N) GABLE VENT 18" X 24", 1.25 SF. N.F.V. CENTER GABLE VENT ON RIDGE. SEE ROOF VENT CALCS. (N) TANKLESS WATER HEATER WALL MOUNTED (N) LANDING/STEP RE: STRUCTURAL SHEETS 9 A-4 1 1 1 (E) ENTRY (N) DINING ROOM(N) KITCHEN(E) COVERED PORCH (E) ATTIC A-4 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS SECTION & DETAILS & WINDOW / DOOR SCHEDULE (N) LANDING/STEP RE: STRUCTURAL SHEETS 5:12 PITCH 2 A-4 1 PROPOSED SECTION 04'4'8' 14" = 1'-0" 5 CERAMIC TILE/NON ABSORBENT WALL 3/16" FRAMING THINSET 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD EXTERIOR SHEATHING INSULATION PER T24 REPORT 4 N.T.S. EXTERIOR WALL. STUCCO (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) INTERIOR EXTERIOR NOTE: REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATION AND SCHEDULE. TILE GROUT WHERE OCCURS CEMENT STUCCO GALVANIZED METAL LATH 2X WALL 6 7 N.T.S. NOTE: REFER TO PLAN FOR PARTITION TYPE. PARTITION WALL 2X WALL GWB GWB FOLDING DOOR THRESHOLD LINE OF FINISH FLOOR DOOR DOOR THRESHOLD REDWOOD NAILER, SHOT INTO SLAB SLOPE PER STRUCTURAL (1 8" PER FT. MIN.) 3 N.T.S. HARDSCAPE CONCRETE SLAB (1) LAYER "RUBBERIZED ASPHALT MEMBRANE" OVER PAN FLASHING ONE-PIECE COPPER FLASHING PAN SET IN SEALANT. EXTEND FLASHING 6" MINIMUM ALONG DECK SHEATHING CONC.FOUNDATION RE: STRUCTURAL SHEETS 2 N.T.S. WEEP SCREED @ EXTERIOR WALL PER ASTM C 926 'A': NOTE THAT WEEP SCREED IS BEHIND PAPER. CORROSION-RESISTANT WEEP SCREED (26 GAGE MINIMUM) CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH 'A' COVE BASE FINISH FLOOR SUB FLOOR SLAB ON GRADE; RE: STRUCTURAL DWGS. FOUNDATION; RE: STRUCTURAL DWGS. EXTERIOR WALL PER SCHEDULE SILL SEALER VAPOR RETARDER RE: STRUCTURAL DWGS FLASHING TAPE NOTE: REFER TO PLAN FOR PARTITION TYPE. PARTITION WALL @ WET LOCATION GWB 2X WALL CERAMIC TILE/NON ABSORBENT WALL 3/16" FRAMING THINSET 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE GROUT WHERE OCCURS N.T.S. 11 N.T.S. WINDOW SCHEDULE MARK SIZE (W x H)TYPE OPERATION MATERIAL U-FACTOR SHGCFINISH REMARKS SLIDER XO OR OX PER CLIENT VINYL 0.23 ±4'-0" X ±3'-0"WHITEA B C D 1L 3R LACANTINA OR APPROVED EQUAL NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN FOLDING WINDOW SCHEDULE ±12'-0" X ±6'-8" NOTES: 1.ALL WINDOW AND DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. 2.ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF THE CBC T24 SHEETS PROVIDED IN THE PLANS. 3.VINYL WINDOWS AND EXTERIOR VINYL DOOR FRAMES & SASH WILL BE COMPRISED OF VINYL MATERIAL WITH WELDED CORNERS & METAL REINFORCEMENT IN THE INTERLOCK AREA. 4.GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) AND II (CPSC 16 CFR 1201) WHEN MORE THAN 9 SQUARE FEET OR SLIDING. [TABLE R308.3.1 (1), R308.3.1] 5.EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 SF WHEN ABOVE THE GRADE-FLOOR AND 5 SF ON THE GRADE-FLOOR, A MINIMUM NET HEIGHT OF 24", A MINIMUM NET WIDTH OF 20", AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FINISH FLOOR. [CBC 1030] 6.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL VENTILATION AND NATURAL LIGHT BY MEANS OF VENTILATION /ARTIFICIAL LIGHT. CBC SECTIONS 1203.4 AND 1205.1 AND R303 A.THE MINIMUM NET GLAZED AREA FOR NATURAL LIGHT SHALL NOT BE LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. CBC SECTION 1205.2 B.THE MINIMUM OPENABLE AREA TO THE OUTDOORS FOR NATURAL VENTILATION SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. SECTION 1203.4 0.30 VINYL WHITE 0.30 0.23 NUM SLIDER XO OR OX PER CLIENT VINYL 0.23 ±5'-0" X ±4'-0"WHITE NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN0.30 1 1 1 SLIDER XO OR OX PER CLIENT VINYL 0.23 ±6'-0" X ±6'-8"WHITE NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN0.301 12 N.T.S. DOOR SCHEDULE DOOR SCHEDULE MARK SIZE (W x H)TYPE MATERIAL REMARKS 2'-8" X 6'-8" 2'-8" X 6'-8"HOLLOWWHITE WHITE FINISH COMPOSITE1 2 2'-6" X 6'-8" PREHUNG WHITECOMPOSITE FIBERGLASSPREHUNG FIRE RATED - SOLID CORE WITH 1-3/8" MINIMUM THICKNESS. SELF-LATCHING, SELF-CLOSING , 45 MIN. RATED - FOR GARAGE 3 NOTE: 1.ALL DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. 2.ALL GLASS IN DOORS SHALL BE TEMPERED. TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 3.ALL GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE. 4.REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING. 5.DOORS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. 6.VENTILATION SHALL COMPLY WITH C.B.C. 1203.4 AND R303. 7.DOORS MAY OPEN TO THE EXTERIOR ONLY IF THE FLOOR OR LANDING IS NOT MORE THAN 1 1 2" LOWER THAN THE DOOR THRESHOLD. SECTION R311.3.1 CRC 8.GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATNG-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, NUM 1 1 1 9 ROOF RAFTER; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS 2X FRAMING; RE: STRUCTURAL SHEETS (N) R-15 INSULATION, GC TO COORDINATE INSULATION PER T24. (N) R-30 INSULATION, GC TO COORDINATE INSULATION PER T24. GYPSUM WALL BOARD (N) WINDOW. SEE WINDOW SCHEDULE (N) DOOR.SEE DOOR SCHEDULE CEMENT STUCCO EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH INTERIOR FINISH N.T.S. FIXTURE PENETRATION BED EXTERIOR FLANGE IN SEALANT PLASTER RING PLASTER RINGS SHOULD BE AFFIXED OVER THE SERVICE BOX TO BRING THE FACE OF THE BOX FLUSH WITH THE ADHERED CONCRETE MASONRY VENEER. BED THE EXTERIOR FLANGE IN SEALANT. WATER RESISTIVE BARRIER SHOULD BE INSTALLED SNUGLY AROUND THE PLASTER RING FLANGE. FIXTURE PER PLUMBING PLAN 5'-0" X 6'-8"WHITE1COMPOSITE4 7 D-1 8 N.T.S. SECTION THROUGH SHOWER CEMENT BACKER BOARD (3) 2x4 FLAT PLATE BASE MORTAR SHOWER PAN MEMBRANE LINER PRE-SLOP MORTAR ADJUSTABLE DRAIN WIRE MESH THINSET 2x WALL 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE OR NON-ABSORBENT SURFACE. UP TO MIN. 72" ABOVE THE DRAIN LEVEL TILE OR NON-ABSORBENT SURFACE N.T.S.N.T.S. EXTERIOR WALL. STUCCO EXTERIOR SHEATHING 2X WALL (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH INSULATION PER T24 REPORT NOTE: REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATION AND SCHEDULE. EXTERIORINTERIOR (1) LAYERS 5/8" GYPSUM BOARD FIRST COAT SECOND COAT FINISH COAT NOTE: REFER TO PLAN FOR PARTITION TYPE. 2x FRAMING CERAMIC TILE/NON ABSORBENT WALL 3/16" FRAMING THINSET 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE GROUT WHERE OCCURS 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD 3/16" FRAMING THINSET CERAMIC TILE/NON ABSORBENT WALL PARTITION WALL @ WET LOCATION10 N.T.S. HOLLOW - FOR CLOSETCLOSET BI-FOLD DOOR HOLLOW - FOR CLOSETCLOSET BI-FOLD DOUBLE DOOR 1 V.R E E E E E E E E E E E E E E E E E E (E) CLOSET (E) CLOSET (E) BATHROOM (E) MASTER BEDROOM (E) GARAGE (E ) L I N E N (E) CLOSET (E) ENTRY E E E E E E E E E E E E E (N) GREAT ROOM 8' CLG (N) DINING ROOM 8' CLG (N) KITCHEN 8' CLG AT T I C FA U (E ) M A S T E R B A T H E E E E E E E E E E E E E D/ W RE F D/MWO AA MI N . 2 2 " X 3 0 " . AA MI N . 2 2 " X 3 0 " . E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PCPC E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E A/C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E TV E E E E E E E E E E E E E E E E E S W I T C H F O R AT T I C F I X T U R E (N) BEDROOM 8' CLG W D TW H E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PC PC E E E E E E E E E (N ) C L O S E T 8' C L G E E E E E E E E E E E E E E E E E U-1 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS 1 PARTIAL ELECTRICAL PLAN UTILITY PLANS & DETAILS 04'4'8' 1 4" = 1'-0" FIRE SPRINKLER TANK WATER HEATER STEP LIGHTS= COLD WATER HOT WATER DIRECT WASTE3 4" GAS PIPE WATER PIPE UTILITY LEGEND: TELEPHONE TV TV BUZZER UNDER CABINET LIGHTING UTILITY POLE. POWER POINT OF CONNECTION CEILING FAN WITH LED LIGHT OUTDOOR RECESSED LIGHT FOR WALLS SEWER PIPE ELECTRICAL ROUTE = = RECESSED LED LIGHT DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR AND LED LIGHT. MIN 50 CFM. OUTDOOR HIGH EFFICIENCY LED LIGHT W/ PHOTOCELL AND MOTION SENSOR INDOOR WALL MOUNTED LED LIGHT PCSWITCH WITH DIMMER ELECTRICAL METERCHANDELIER VENTILATION DUCT CARBON MONOXIDE ALARM AND SEALED BATTERY PHOTO ELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR = = = = = = = = = = = = = = = HOSE BIB DOWNSPOUT RETURN AIR WALL REGISTER THERMOSTAT =WATER METER = S = = = = G GAS METER TRACK LIGHT FIXTURE W E = = = = = = = = HB WEATHER PROOF SWITCH WP 3 THREE WAY SWITCH WITH DIMMER PENDANT LIGHT TANKLESS WATER HEATER = = DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR . MIN 50 CFM. =WEATHER PROOF DUPLEX TAMPER- RESISTANT AFCI/GFCI RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI RECEPTACLE 240V RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI/GFCI RECEPTACLE WP = = = = DS= = = = = == = SHOWER HEAD RETURN AIR CEILING REGISTER LINEAR SHOWER DRAIN SUPPLY AIR CEILING REGISTER FG FUEL GAS CW COLD WATER VALVE SUPPLY AIR WALL REGISTER ATTIC MOUNTED FORCED AIR UNIT=ATTIC FAU FORCED AIR HEATING UNIT=A/C HVAC CONDENSER= MINI SPLIT CONDENSER WALL MOUNT MINI SPLIT INTERIOR = = H P U H P U =WATER SOFTENER = = = = = = = = RETURN AIR FLOOR REGISTER= = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). VS VACANCY SENSOR SWITCH F A U H P U = CEILING MINI SPLIT INTERIOR CEILING CASSETTE 4 N.T.S.N.T.S. KITCHEN EXHAUST HOOD TYP. LOCATION EXHAUST HOOD WALL VENT MIN. Ø7" MTL DUCTED OPTIONAL BACKDRAFT DAMPER ROOF VENT CE I L I N G H E I G H T , M I N U S 3 6 " ( S T O V E H E I G H T ) M I N U S D E S I R E D DI S T A N C E F R O M T H E S T O V E Y M I N U S B O D Y O F T H E H O O D X EXHAUST HOOD POWER OUTLET OPTIONAL REMOTE BLOWER Ø2" DRAIN 3 N.T.S. 2 N.T.S.N.T.S. Type of Appliance ELECTRICAL RANGE (240V) KITCHEN COUNTER TOP SMALL APPLIANCE BRANCH CIRCUIT (120V) COUNTER-MOUNTED ELECTRIC COOKING UNIT (240V) DISHWASHER (120V) GARBAGE DISPOSAL (120V) WALL-MOUNTED ELECTRIC OVEN (240V) MICROWAVE (120V) TRASH COMPACTOR (120V) Branch Circuit Rating 50 AMPERES 20 AMPERES 30 AMPERES 15 - 20 AMPERES 15 AMPERES 30 - 40 AMPERES 20 AMPERES 15 AMPERES TYPICAL KITCHEN APPLIANCE BRANCH CIRCUITS SEPARATE CIRCUIT REQUIRED FOR EACH OF THE ABOVE APPLIANCES REFRIGERATOR DI S H W A S H E R , G A R B A G E D I S P O S A L CI R C U I T S U N D E R S I N K SINK PR I M A R Y F L U O R E S C E N T L I G H T I N G ·RECEPTACLE OUTLETS ARE REQUIRED AT EACH COUNTER SPACE WIDER THAN 12 IN. SPACED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 IN. FROM A RECEPTACLE. ISLAND AND PENINSULAR TYPE COUNTER TOPS ARE REQUIRED TO HAVE ONE RECEPTACLE FOR EACH 4 FEET OF COUNTER-TOP. COUNTER-TOP OUTLETS ARE REQUIRED TO BE GROUND FAULT CIRCUIT INTERRUPTED (GFCI) PROTECTED. OUTLETS IN THE KITCHEN ARE REQUIRED TO BE DIVIDED BETWEEN TWO 20 AMP. CIRCUITS. PRIMARY TASK LIGHTING IN THE KITCHEN MUST BE FLUORESCENT, HOWEVER; SECONDARY TASK LIGHTING MAY BE INCANDESCENT. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE AND ELECTRIC OVEN. ·EXCEPTION: RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE, COUNTER-MOUNTED COOKING UNIT OR SINK IN THE INSTALLATION DESCRIBED IN FIGURE E3901.4.1. [210.52(C)(1) EXCEPTION] FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE (E) 220V DEDICATED DISCONNECT FOR AC CONDENSER SWITCH FOR ATTIC FIXTURE (N) 220V DEDICATED RECEPTACLE FOR OVEN (N) 110V DEDICATED RECEPTACLE FOR MICROWAVE FIRE BARRIER NOTE: SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L .LISTED (UL1479 OR ASTM E814) AND FIRE CODE APPROVED FIRE BARRIER SEALANT. ELECTRICAL NOTES: 1.PROVIDE A MINIMUM OF 1-20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ON BATHROOM. 2.PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 3.ELECTRICAL CONDUCTORS USED TO CARRY CURRENT SHALL BE COPPER UNLESS OTHERWISE PROVIDED IN THE ELECTRICAL CODE. CEC 110.5 29. 4.OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 20 MIN MAXIMUM TIMER. 5.UNDER CABINET LIGHTING SHALL BE CONTROLLED SEPARATELY FROM CEILING LIGHTING. 6.ALL ENCLOSED LUMINARIES SHALL BE MARKED WITH JA8-2019-E (CENC 150.0(K)(1)(H)). 7.ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL COMPLY WITH CALIFORNIA ENERGY CODE SECTION (CENC 150.0(K)(1)(C)). 8.ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICIENCY IN ACCORDANCE WITH TABLE 150.0A PER CENC SECTION 150.0(K)(A) 9.ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL MEET THE FOLLOWING REQUIREMENTS: 9.1.SHALL BE LISTED AS ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY TESTING/RATING LABORATORY. 9.2.HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. 9.3.BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK. 9.4.ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING. 9.5.SHALL NOT CONTAIN SCREW BASED SOCKETS. 9.6.SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX 8 (JA8), INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2019-E" AS SPECIFIEDIN REFERENCE JA8. 10.FOR FIRE-RESISTIVE WALLS, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING WILL NOT BE REDUCED. 11.RECEPTACLE HEIGHTS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: a.RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. b.REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. c.BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. d.THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 12.SWITCH AND CONTROL HEIGHTS :CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION: APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. 13.THE RECEPTACLE SERVING THE HEAT PUMP SHALL HAVE AN INDIVIDUAL BRANCH CIRCUIT. [CEC 422.12] 14. BATHROOM AND EXTERIOR LIGHTS SHALL BE SUITABLE FOR DAMP OR WET LOCATIONS. PLUMBING NOTES: 1.PLUMBING SHOWN IS FOR LOCATION ONLY 2.PLUMBER TO VERIFY LOCATION OF SEWER AND WATER LOCATIONS SHOWN 3.PLUMBING FIXTURE SHALL COMPLY WITH 4.303.1. 4.DOMESTIC HOT WATER SHALL BE INSULATED. PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE OR Ø2". 5.WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. 6.SHOWER THRESHOLD SHALL BE NO LESS THAN 2 INCHES ABOVE THE SHOWER DRAIN. 7.SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3) 8.ALL ROOF DRAINAGE SHALL BE PIPED IN A CLOSED PIPE SYSTEM TO STREET OR APPROVED FACILITY (U.N.O.) 9.ALL SEWER PIPES SHALL BE 4" MIN. DIAMETER UNDERGROUND AND TOILET; 1 1/2" DIAMETER FOR BASIN, BATH AND VENT PIPES - VERIFY SIZE AND MATERIAL TO COMPLY WITH ALL STATE AND LOCAL CODES. 10.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 1701.1OF THE CALIFORNIA PLUMBING CODE. NOTE: THIS TABLE COMPILES THE DATA IN SECTION ,4.303.1AND IS INCLUDED AS A CONVENIENCE FOR THE USER. 11.FOUR OR MORE WATER CLOSET FIXTURE UNITS WILL REQUIRE A MINIMUM 4” SANITARY SEWER DRAIN BEGINNING AT THE WATER CLOSET AND RUNNING TO THE SEWER MAIN IN THE STREET. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER LATERAL MEETS CAPACITY (REF: 2022 CPC 703.2 AND TABLE 703.2). WHERE DRAIN IS UNDERSIZED, CONTACTOR SHALL UPGRADE MAIN SANITARY SEWER DRAIN TO BE 4” MINIMUM DIAMETER”. MECHANICAL NOTES: 1.BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FOLLOWING . 1.1.ENERGY STAR COMPLIANT 1.2.BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 1.3.BE RATED FOR SOUND AT A MAXIMUM OF 3 SONE. 2.MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS VENTS, CHIMNEYS, AND PLUMBING VENTS. WHERE A SOURCE OF CONTAMINANT IS LOCATED WITHIN 10 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 3 FEET BELOW THE CONTAMINANT SOURCE. R303.5.1. SMOKE ALARMS CARBON MONOXIDE ALARMS NOTE: 1.THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD-WIRED.(UL 217) 2.CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP.(UL 2034) NOTE : G.C. TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. ·TABLE-MAXIMUM FIXTURE WATER USE FLOW RATE ·SHOWER HEADS (RESIDENTIAL) ·LAVATORY FAUCETS (RESIDENTIAL) ·LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 1.8 GMP @ 80 PSI MAX. 1.2 GPM @ 60 PSI, MIN. 0.8 GPM @ 20 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 FIXTURE TYPE FLOW RATE 0.5 GPM @ 60 PSI LIGHT SWITCH LOCATE MINIMUM 22"X30" ACCESS OPENING WITHIN 20' OF WATER HEATER. PASSAGEWAY MAX. 20' FROM ACCESS TO WATER HEATER. MIN. 22" WIDE, MIN. 30" HIGH. NOTE: PASSAGEWAY FLOORING MIN. 24" WIDE. A LEVEL WORKING PLATFORM NOT LESS THAN 30 INCHES BY 30 INCHES SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE LIGHT FIXTURE OVER CONTROLS, LOCATE SWITCH NEAR ATTIC ACCESS, TYP. REQUIREMENTS FOR WATER HEATER INSTALLATION WATER HEATER IF HEIGHT <6' THEN PASSAGEWAY SHALL NOT EXCEED 20' IF H E I G H T < 6 ' T H E N P A S S A G E W A Y S H A L L N O T EX C E E D 2 0 ' 120V DEDICATED RECEPTACLE FOR WATER HEATER ROOF VENT PROVIDE A DEDICATED 240-VOLT BRANCH CIRCUIT RATED AT 30 AMPS MINIMUM FOR THE FUTURE HEAT PUMP WATER HEATER (N) 240V DEDICATED RECEPTACLE FOR DRYER (N) 110V RECEPTACLE W/ DEDICATED CIRCUIT FOR WATER HEATER 1 1 1 (N) 110V RECEPTACLE W/ DEDICATED CIRCUIT FOR FIREPLACE 1 PROVIDE FIBER CABLE OUT AND (N) RECEPTACLES AT ±5' FOR TV ABOVE FIREPLACE 1 V.R (E) CLOSET (E) CLOSET (E) BATHROOM (E) MASTER BEDROOM (E) GARAGE (E ) L I N E N (E) CLOSET (E) ENTRY (N) GREAT ROOM 8' CLG (N) DINING ROOM 8' CLG (N) KITCHEN 8' CLG AT T I C FA U (E ) M A S T E R B A T H D/ W RE F D/MWO AA MI N . 2 2 " X 3 0 " . AA MI N . 2 2 " X 3 0 " . V.R FG V.R V.R A/C FG V.R (N) BEDROOM 8' CLG W D FG TW H FG (N ) C L O S E T 8' C L G U-2 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS 1 PARTIAL PLUMBING/MECHANICAL PLAN UTILITY PLAN & DETAILS 04'4'8' 14" = 1'-0" FIRE SPRINKLER TANK WATER HEATER STEP LIGHTS= COLD WATER HOT WATER DIRECT WASTE3 4" GAS PIPE WATER PIPE UTILITY LEGEND: TELEPHONE TV TV BUZZER UNDER CABINET LIGHTING UTILITY POLE. POWER POINT OF CONNECTION CEILING FAN WITH LED LIGHT OUTDOOR RECESSED LIGHT FOR WALLS SEWER PIPE ELECTRICAL ROUTE = = RECESSED LED LIGHT DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR AND LED LIGHT. MIN 50 CFM. OUTDOOR HIGH EFFICIENCY LED LIGHT W/ PHOTOCELL AND MOTION SENSOR INDOOR WALL MOUNTED LED LIGHT PCSWITCH WITH DIMMER ELECTRICAL METERCHANDELIER VENTILATION DUCT CARBON MONOXIDE ALARM AND SEALED BATTERY PHOTO ELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR = = = = = = = = = = = = = = = HOSE BIB DOWNSPOUT RETURN AIR WALL REGISTER THERMOSTAT =WATER METER = S = = = = G GAS METER TRACK LIGHT FIXTURE W E = = = = = = = = HB WEATHER PROOF SWITCH WP 3 THREE WAY SWITCH WITH DIMMER PENDANT LIGHT TANKLESS WATER HEATER = = DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR . MIN 50 CFM. =WEATHER PROOF DUPLEX TAMPER- RESISTANT AFCI/GFCI RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI RECEPTACLE 240V RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI/GFCI RECEPTACLE WP = = = = DS= = = = = == = SHOWER HEAD RETURN AIR CEILING REGISTER LINEAR SHOWER DRAIN SUPPLY AIR CEILING REGISTER FG FUEL GAS CW COLD WATER VALVE SUPPLY AIR WALL REGISTER ATTIC MOUNTED FORCED AIR UNIT=ATTIC FAU FORCED AIR HEATING UNIT=A/C HVAC CONDENSER= MINI SPLIT CONDENSER WALL MOUNT MINI SPLIT INTERIOR = = H P U H P U =WATER SOFTENER = = = = = = = = RETURN AIR FLOOR REGISTER= = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). VS VACANCY SENSOR SWITCH F A U H P U = CEILING MINI SPLIT INTERIOR CEILING CASSETTE (N) MIN 7" METAL ROUND DUCT FOR HOOD VENT WITHOUT ELBOW TO ROOF Ø2" DRAIN (N) CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FT WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT FOR EVERY ELBOW IN EXCESS OF TWO (N) MIN 4" EXHAUST FAN VENT TO ROOF 4 N.T.S. ROOF CAP ( WITH BUILT-IN DAMPER) KEEP DUCT RUNS SHORT WALL CAP ( WITH BUILT-IN DAMPER) INSULATION (PLACE AROUND OVER FAN HOUSING)FAN HOUSING POWER CABLE SEAL GAPS AROUND HOUSING 4-IN.ROUND DUCT SEAL DUCT JOINTS WITH TAPE 4-IN.ROUND ELBOWS VENT DETAIL. TYP. PLUMBING VENT PIPE BOOT GASKET SELF-SEALING BITUMINOUS MEMBRANE ROOF UNDERLAYMENT ROOF SHEATHING SEAL PIPE AT PERIMETER 3 N.T.S. PIPE PENETRATION. TYP. 5 N.T.S. 1-1/4" 1-1/2' 2" 3" FIXTURE TOILET KITCHEN SINK LAVATORY SHOWER BATHTUB 2'-6" 3'-6" 5'-0" 6'-0" WASTE LINE SIZE 3” MINIMUM 2” MINIMUM 1-1/4” MINIMUM 2” MINIMUM 1-1/2” MINIMUM TRAP ARM PIPE SIZE TRAP TO VENT DISTANCE VENT VENT KITCHEN SINK CLEAN-OUT TOILET LAVATORY SANITARY "T" BATHTUB COMBINATION "Y" AND 1 8 BEND DIRECTION OF FLOW CLEAN-OUT ·VERTICAL DRAINAGE LINES CONNECTING WITH HORIZONTAL DRAINAGE LINES SHALL ENTER THROUGH 45 DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. ·HORIZONTAL DRAINAGE LINES CONNECTING WITH OTHER HORIZONTAL DRAINAGE LINES SHALL ENTER THROUGH 45 DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. ·HORIZONTAL DRAINAGE LINES, CONNECTING WITH A VERTICAL STACK, SHALL ENTER THROUGH 45-DEGREE WYE BRANCHES, 60-DEGREE WYE BRANCHES, COMBINATION WYE AND 1/8 BEND BRANCHES, SANITARY TEE BRANCHES, OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. ·HORIZONTAL TRAP ARMS, CONNECTING WITH A VERTICAL STACK OR WASTE, SHALL ENTER THROUGH SANITARY TEE BRANCHES. A TRAP ARM IS THAT PORTION OF A FIXTURE DRAIN BETWEEN A TRAP AND A VENT. SEE TABLE BELOW FOR HORIZONTAL TRAP ARM DISTANCES. THE SIZE OF VENT PIPING SHALL BE DETERMINED FROM ITS LENGTH AND THE TOTAL NUMBER OF FIXTURE UNITS CONNECTED THERETO. IN ADDITION, THE DRAINAGE PIPING OF EACH BUILDING AND EACH CONNECTION TO A PUBLIC SEWER SHALL BE VENTED BY MEANS OF ONE OR MORE VENT PIPES, THE AGGREGATE CROSS-SECTIONAL AREA OF WHICH SHALL NOT BE LESS THAN THAT OF THE LARGEST BUILDING SEWER. TYPICAL PLUMBING WASTE AND VENT SYSTEM 2 N.T.S. COMPLIANCE ·CULUS CERTIFIED TYPE IC SUITABLE FOR DIRECT CONTACT WITH AIR PERMEABLE INSULATION ·NOT RECOMMENDED FOR USE IN DIRECT CONTACT WITH SPRAY FOAM INSULATION (REFERENCE NEMA LSD57-2013) ·WET LOCATION LISTED AND IP44 INGRESS PROTECTION ·AIRTIGHT PER ASTM-E283-04 ·SUITABLE FOR USE IN CLOTHES CLOSETS WHEN INSTALLED IN ACCORDANCE WITH THE NEC 410.16 SPACING REQUIREMENTS ·EMI/RFI EMISSIONS PER FCC 47CFR PART 15 CONSUMER LIMITS ·CONTAINS NO MERCURY OR LEAD AND ROHS COMPLIANT ·PHOTOMETRIC TESTING IN ACCORDANCE WITH IES LM-79-08 ·LUMEN MAINTENANCE PROJECTIONS IN ACCORDANCE WITH IES LM-80-08 AND TM-21-11 ·STATE OF CALIFORNIA TITLE 24 HIGH EFFICACY ·LED COMPLIANCE UNDER JA8, REFERENCE MODERNIZED APPLIANCE EFFICIENCY DATABASE SYSTEM (MAEDBS) FOR 2016 JA8 HIGH EFFICACY LIGHTING ·ENERGY STAR® CERTIFIED (REFERENCE “CERTIFIED LIGHT FIXTURES” DATABASE) HALO LED LIGHT HLB SERIES (OR APPROVED EQUAL) FIRE BARRIER NOTE: SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L .LISTED (UL1479 OR ASTM E814) AND FIRE CODE APPROVED FIRE BARRIER SEALANT. ELECTRICAL NOTES: 1.PROVIDE A MINIMUM OF 1-20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ON BATHROOM. 2.PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 3.ELECTRICAL CONDUCTORS USED TO CARRY CURRENT SHALL BE COPPER UNLESS OTHERWISE PROVIDED IN THE ELECTRICAL CODE. CEC 110.5 29. 4.OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 20 MIN MAXIMUM TIMER. 5.UNDER CABINET LIGHTING SHALL BE CONTROLLED SEPARATELY FROM CEILING LIGHTING. 6.ALL ENCLOSED LUMINARIES SHALL BE MARKED WITH JA8-2019-E (CENC 150.0(K)(1)(H)). 7.ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL COMPLY WITH CALIFORNIA ENERGY CODE SECTION (CENC 150.0(K)(1)(C)). 8.ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICIENCY IN ACCORDANCE WITH TABLE 150.0A PER CENC SECTION 150.0(K)(A) 9.ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL MEET THE FOLLOWING REQUIREMENTS: 9.1.SHALL BE LISTED AS ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY TESTING/RATING LABORATORY. 9.2.HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. 9.3.BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK. 9.4.ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING. 9.5.SHALL NOT CONTAIN SCREW BASED SOCKETS. 9.6.SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX 8 (JA8), INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2019-E" AS SPECIFIEDIN REFERENCE JA8. 10.FOR FIRE-RESISTIVE WALLS, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING WILL NOT BE REDUCED. 11.RECEPTACLE HEIGHTS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: a.RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. b.REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. c.BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. d.THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 12.SWITCH AND CONTROL HEIGHTS :CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION: APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. 13.THE RECEPTACLE SERVING THE HEAT PUMP SHALL HAVE AN INDIVIDUAL BRANCH CIRCUIT. [CEC 422.12] 14. BATHROOM AND EXTERIOR LIGHTS SHALL BE SUITABLE FOR DAMP OR WET LOCATIONS. PLUMBING NOTES: 1.PLUMBING SHOWN IS FOR LOCATION ONLY 2.PLUMBER TO VERIFY LOCATION OF SEWER AND WATER LOCATIONS SHOWN 3.PLUMBING FIXTURE SHALL COMPLY WITH 4.303.1. 4.DOMESTIC HOT WATER SHALL BE INSULATED. PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE OR Ø2". 5.WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. 6.SHOWER THRESHOLD SHALL BE NO LESS THAN 2 INCHES ABOVE THE SHOWER DRAIN. 7.SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3) 8.ALL ROOF DRAINAGE SHALL BE PIPED IN A CLOSED PIPE SYSTEM TO STREET OR APPROVED FACILITY (U.N.O.) 9.ALL SEWER PIPES SHALL BE 4" MIN. DIAMETER UNDERGROUND AND TOILET; 1 1/2" DIAMETER FOR BASIN, BATH AND VENT PIPES - VERIFY SIZE AND MATERIAL TO COMPLY WITH ALL STATE AND LOCAL CODES. 10.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 1701.1OF THE CALIFORNIA PLUMBING CODE. NOTE: THIS TABLE COMPILES THE DATA IN SECTION ,4.303.1AND IS INCLUDED AS A CONVENIENCE FOR THE USER. 11.FOUR OR MORE WATER CLOSET FIXTURE UNITS WILL REQUIRE A MINIMUM 4” SANITARY SEWER DRAIN BEGINNING AT THE WATER CLOSET AND RUNNING TO THE SEWER MAIN IN THE STREET. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER LATERAL MEETS CAPACITY (REF: 2022 CPC 703.2 AND TABLE 703.2). WHERE DRAIN IS UNDERSIZED, CONTACTOR SHALL UPGRADE MAIN SANITARY SEWER DRAIN TO BE 4” MINIMUM DIAMETER”. MECHANICAL NOTES: 1.BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FOLLOWING . 1.1.ENERGY STAR COMPLIANT 1.2.BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 1.3.BE RATED FOR SOUND AT A MAXIMUM OF 3 SONE. 2.MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS VENTS, CHIMNEYS, AND PLUMBING VENTS. WHERE A SOURCE OF CONTAMINANT IS LOCATED WITHIN 10 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 3 FEET BELOW THE CONTAMINANT SOURCE. R303.5.1. SMOKE ALARMS CARBON MONOXIDE ALARMS NOTE: 1.THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD-WIRED.(UL 217) 2.CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP.(UL 2034) NOTE : G.C. TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. ·TABLE-MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE ·SHOWER HEADS (RESIDENTIAL) ·LAVATORY FAUCETS (RESIDENTIAL) ·LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 1.8 GMP @ 80 PSI MAX. 1.2 GPM @ 60 PSI, MIN. 0.8 GPM @ 20 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 FIXTURE TYPE FLOW RATE 0.5 GPM @ 60 PSI PROVIDE HOT AND COLD PIPES FOR THE FUTURE HEAT PUMP WATER HEATER PER MFR. 1 1 1 1 (N) MIN 4" EXHAUST FAN VENT TO ROOF D-1 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS DETAILS 8 BLDG PAPER/LATH PAPER TUCKED UP UNDER FLASHING (6" MIN LAP) SOLDER ALL JOINTS FOR METAL FLASHING OR USE SELF ADHERING WATERPROOFING WALL THICKNESS NOTE: ·REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS. ·SEE WINDOW SILL FLASHING FOR MORE INFORMATION. WINDOW SILL FLASHING TYPICAL WINDOW DETAIL SILL FLASHING MEMBRANE INSTALLED UNDER WINDOW NAILING FIN SILL,REFER STRUCTURAL WHERE APPLICABLE GYP.BOARD WIN.WRAP "L" METAL BACKER ROD AND SEALANT CEMENT STUCCO GALVANIZED METAL LATH WINDOW AS SCHEDULED FLASHING & SEALANT SHEATHING (2) LAYERS BUILDING PAPER 9" SAF LAP O/WIN.FIN BLOCKING AS NECESSARY SEAT WINDOW IN SEALANT EXTERIOR WALL HEADER WHERE OCCURS, RE: STRUCTURAL DWGS. BACKER ROD AND SEALANT CASING BEAD (2) LAYERS BUILDING PAPER UNDER FLASHING MEMBRANE 1 N.T.S. 76N.T.S. ASPHALT SHINGLE ROOF, ATTIC CEILING, WITHOUT RIDGE VENT ROOF UNDERLAYMENT ROOF SHEATHING SEE STRUCTURAL SHEETS 24GA.RIDGE FLASHING UNDERLAYMENT W/ 12" MIN. OVERLAP ASPHALT SHINGLE, LAND MARK, ICC-ES-ESR-1389 & ESR-3537 BATT INSULATION; RE: TITLE 24 NOTE: 1.PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING OR USE INSULATION BAFFLE FOR RAFTER SPACE VENTILATION 2.FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. 4 STARTER STRIP OVERHANG EAVES AND DECK OVERHANG 1/4" - 3/4" ALONG EAVES, PUT GAF LEAK BARRIER ON TOP OF NON- CORROSIVE METAL DRIP EDGE ROOF UNDERLAYMENT ROOF SHEATHING DRIP EDGE OVER UNDERPAYMENT AT RAKE EDGE WALL LINE. ASPHALT SHINGLE ROOFING SHINGLES AND INSTALLATION. CERTAINTEED 'LANDMARK' SHINGLES (OR APPROVED EQUAL) · LANDMARK SERIES SHINGLES FIRE RESISTANCE: · UL CLASS A · UL CERTIFIED TO MEET ASTM D3018 TYPE 1 WIND RESISTANCE: · UL CERTIFIED TO MEET ASTM D3018 TYPE 1 ASTM · D3161 CLASS F TEAR RESISTANCE: · UL CERTIFIED TO MEET ASTM D3462 · CSA STANDARD A123.5 WIND DRIVEN RAIN RESISTANCE: · MIAMI-DADE PRODUCT CONTROL ACCEPTANCE: PLEASE REFERENCE WWW. CERTAINTEED.COM TO DETERMINE APPROVED PRODUCTS BY MANUFACTURING LOCATION. QUALITY STANDARDS: · ICC-ES-ESR-1389 & ESR-3537. COLOR:........................ 5 N.T.S. EAVE DETAIL WITH VENTING, ATTIC CEILING 3 N.T.S. TYPICAL INTERIOR DOOR DETAIL WOOD JAMB CASING SQUARE EDGES DOOR AS SCHEDULED JAMB CASING SEE STRUCTURAL SHEETS BLOCKING AS REQ'D 2 N.T.S. HEAD FLASHING BACKER ROD AND SEALANT J MOLDING WITH WEEP HOLES. HELD MIN. 3" FLANGE HELD UP 1/4" FROM HEAD FLASHING (2) LAYERS BUILDING PAPER FLASHING TAPE HEADER, REFER STRUCTURAL WHERE APPLICABLE FLASHING SHEATHING EXTERIOR WALL TYPICAL EXTERIOR FOLDING DOOR DETAIL DOOR AS SCHEDULED DOOR THRESHOLD 9 N.T.S. 2X STUD SHT MET FLASHING SOLDER ALL JOINTS DOOR THRESHOLD FLASHING NOTE: ·PROVIDE SOLID BLOCKING AT ALL FLASHING LOCATIONS. ·SEE WINDOW SILL FLASHING FOR MORE INFORMATION. N.T.S. N.T.S. N.T.S. RAKE DETAIL WITH VENTING, ATTIC CEILING ROOF SHEATHING CEMENTITIOUS SOFFIT BOARD 2x SUB FASCIA CONTINUOUS LEDGER OF SOFFIT JOISTS FASCIA CEMENTITIOUS SHADOW BOARD BATT INSULATION; RE: TITLE 24 INSULATION BAFFLE MATERIAL PER ROOF PLAN ROOF JOIST; RE: STRUCTURAL SHEETS GWB (2) LAYERS ROOF UNDERLAYMENT DRIP EDGE MATERIAL PER ROOF PLAN GWB ROOF SHEATHING INSULATION PER T24 FULL DEPTH BLKC (2X MIN) WITH CORROSION-RESISTANT METAL SCREENING BEHIND 2.88" DIAMETER HOLES FOR VENTILATION SHT.MET. WORK TO COMPLY W/ SMACNA STANDARDS GUTTER FASCIA 2X FRAMING ; RE:STRUCTURAL SHEETS. VENTING AS REQUIRED RAFTER VENTS TO MEET REQUIRED VENTILATION TO ENCLOSED RÄFTER SPACES MAX 1⁄4” MIN 1⁄4" OPENING SIZE ON VENT SCREEN WITH COOROSION RESISTANT WIRE SCREEN MATERIAL STUCCO NOTES. DESIGN BASE ON 2022 CRC SECTION R806 5.513 ROOF JOIST; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS (2) LAYERS ROOF UNDERLAYMENT RAFTER TAIL DRIP EDGE 10 ISLAND DRAIN VENT DETAIL CLEAN OUT A, B AND C ARE Y-BRANCH FITTINGS "a""b" c C.O. d FOOT VENT 1 1 2" HORIZONTAL DRAIN DRAIN BOARD 1 1 2" 1 1 2" 2" FLOOR VERTICAL FIXTURE DRAIN NO FIXTURES UPSTREAM VENT THROUGH ROOF OR CONNECT TO OTHER VENTS VERTICAL FIXTURE VENT NEAREST PARTITION 1 4" PER FOOT GRADE N.T.S. HEIGHT FOR ELECTRICAL RECEPTACLE OUTLETS, SWITCHES, DOORBELL BUTTONS, INCLUDING HVAC CONTROLS SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION R327.1.1 REINFORCEMENT FOR GRAB BARS AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. 1.REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2.REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51 MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38 MM BY 184 MM) ACTUAL DIMENSION] OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES (812.8 MM) AND 391/4 INCHES (997 MM) ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3.WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4.SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5.BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM. EXCEPTIONS: 1.WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. 2.REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. 3.SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 4.BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 5.REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. INTERIOR HEIGHTS ARE TO FINISH FLOOR EXTERIOR DOORBELL HEIGHT IS FROM FLOOR OR LANDING TO TOP DOORBELL ASSEMBLY SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION R327.1.2 ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES (1219.2 MM) MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. EXCEPTIONS: 1.DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES. 2.RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS LESS THAN 15 INCHES (381 MM). R327.1.3 INTERIOR DOORS EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32 INCHES (812.8 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A TWO- OR THREE-STORY SINGLE FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. R327.1.4 DOORBELL BUTTONS DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES (1219.2 MM) MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. SHOWER ENCLOSURE SIDE WALL BACK WALL CONTROLS WALL SIDE WALL BACK WALL CONTROLS WALL BATHTUB OR TUB/SHOWER SIDE WALL BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LA V . WATER CLOSET ADJACENT TO ONE SIDE WALL AND BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LAV. WATER CLOSET ADJACENT TO TWO SIDE WALLS 12 N.T.S. OUTLETS, DOORS & CONTROLS11N.T.S. GRAB BAR REINFORCEMENT D-2 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS DETAILS CONCRETE FOOTING GROUNDING ELECTRODE: MIN. 20' #4 REBAR BOND TO METAL COLD WATER PIPING LISTED SYSTEM GROUND CLAMPS LISTED SYSTEM GROUND CLAMPS GROUNDED (NEUTRAL) SERVICE CONDUCTOR GROUNDING ELECTRODE CONDUCTOR MIN. #4 AWG BARE COPPER WIRE (PROTECTED) PULL SECTION IF NEUTRAL BUS IS INSULATED FROM THE ENCLOSURE, INSTALL A MAIN BONDING JUMPER OR SCREW WITH A GREEN FINISH. DISCONNECT SECTION METER ELECTRICAL SERVICE ENTRANCE PANEL 1 N.T.S. UFER GROUND DETAIL (OR APPROVED EQUAL) 3' DRYER VENT EXHAUST DUCT TERMINATION (502.2.1) ·SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING ·EQUIPPED WITH A BACKDRAFT DAMPER ·NO SCREENS SHALL BE INSTALLED AT DUCT TERMINATION. ·NO DEVICE SUCH AS FIRE OR SMOKE DAMPERS THAT WILL OBSTRUCT THE FLOW OF EXHAUST SHALL BE INSTALLED TRANSITION DUCT (504.4.2.2) ·LISTED AND LABELED IN ACCORDANCE WITH UL 2158A ·SHALL BE A SINGLE LENGTH OF 6' MAX. ·ONLY BETWEEN TYPE 1 DRYER AND EXHAUST DUCT ·SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. EXHAUST DUCT - TYPE 1 (504.4.2) ·MIN 0.016 INCH IN THICKNESS ·MIN 4" NOMINAL DIAMETER ·NOT TO EXCEED TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14', INCLUDING TWO 90° ELBOWS. A LENGTH OF 2' SHALL BE DEDUCTED FOR EACH 90° ELBOW IN EXCESS OF TWO. ·DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE EXHAUST DUCT - TYPE 2 (504.4.3.2) ·CONSTRUCTED OF SHEET METAL OR OTHER NONCOMUBSTIBLE MATERIAL EQUIVALENT IN STRENGTH AND CORROSION RESISTANCE TO GALVANIZED SHEET STEEL NOT LESS THAN 0.0195 INCH THICK. ·EQUIPPED OR INSTALLED WITH LINT-CONTROLLING MEANS . ·INSTALLED WITH MINIMUM CLEARANCE OF 6" FROM ADJACENT COMBUSTIBLE MATERIAL ·WHEN PASSING THROUGH WALLS, FLOOR, OR PARTITIONS, THE SPACE AROUND THE DUCT SHALL BE SEALED WITH NONCOMBUSTIBLE MATERIAL. [NFPA 54: 10.4.5.5.] COMMON EXHAUST DUCT (504.4.4) WHERE PERMITTED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, MULTIPLE CLOTHES DRYER SHALL BE PERMITTED TO BE INSTALLED WITH A COMMON EXHAUST. ·SHALL BE CONSTRUCTED OF 24 GAUGE RIGID METAL (MIN. 0.020" THICK) ·INSTALLED IN A FIRE RESISTANT RATED ENCLOSURE. ·ENCLOSURE SHALL BE PROVIDED WITH A CLEANOUT OPENING AT THE BASE. MIN 12" x 12" ·EXHAUST FAN LOCATED DOWNSTREAM OF BRANCH CONNECTIONS, OPERATED CONTINUOUSLY AND MONITORED BY AN APPROVED MEANS. CLOTHES WASHER STANDPIPE CLOTHES WASHER CONNECTION N.T.S. CLOTHES WASHER DRAIN HOSE INDIRECT CONNECTION TRAP WASTE STACK WINDOW DUCT TERMINATION DUCT TERMINATIONS SHALL BE: ·3FT FROM PROPERTY LINE ·10FT MIN. FROM A FORCED AIR INLET ·3FT FROM OPENINGS INTO THE BUILDING STEEL NAIL PLATE (316.6) WHEN THE DUCT PENETRATES FRAMING MEMBERS TO WITHIN 1 INCH OF THE EXPOSED FRAMING, STEEL NAIL PLATES, MIN. 18 GAUGE IN THICKNESS, SHALL BE INSTALLED EXTENDING NOT LESS THAN 1-1/2" BEYOND THE OUTSIDE DIAMETER OF THE DUCT. 1-1/2" <1" 3/ 4 " MI N . C E I L I N G H E I G H T P E R B C C h 1 2 . VENT TO OUTDOOR R90° ELBOW FITTING CLOTHES DRYER EXHAUST3 N.T.S.2 3' FOUNDATION VENT DUCT TERMINATION DUCT TERMINATIONS SHALL BE: ·3' MIN FROM PROPERTY LINE ·10' FROM A FORCED AIR INLET ·10' ABOVE A PUBLIC WALKWAY ·3' FROM OPENINGS INTO THE BUILDING 7 548 N.T.S. INTERIOREXTERIOR VENT FLANGE VENT HOOD APPLY URETHANE FOAM SEALANT AROUND DUCT/PIPE PENETRATION AT INSULATING SHEATHING EXTEND EXISTING DUCT/PIPE IF WALL AIR CONTROL LAVER IS NOT A FULLY-ADHERED MATERIAL, BED IN A CONTINUOUS BEAD OF SEALANT AROUND THE PERIMETER OF THE SHEATHING PENETRATION TAPE ALL SEAMS OF OUTERMOST LAYER OF INSULATING SHEATHING WITH COMPATIBLE SHEATHING TAPE TO FORM WATER CONTROL LAYER HOUSEWRAP WITH ALL SEAMS TAPED AND EDGES SEALED, APPLIED OVER EXISTING WALL SHEATHING TO FORM CONTINUOUS AIR CONTROL LAYER. OR FULLY-ADHERED OR LIQUID APPLIED AIR CONTROL MEMBRANE APPLIED OVER EXISTING WALL SHEATHING TO FORM CONTINUOUS AIR CONTROL LAYER PIPE PENETRATION. TYP. BLOCKING AS REQUIRED (E) PARTITION (E) SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH 6 N.T.S. WINDOW ROUGH OPENING STEP 1 LINTEL STEP 2 STEP 3 STEP 4 A B C WINDOW FLASHING DETAIL ATTACH A SILL STRIP OF ASPHALT- SATURATED ROOFING FELT PAPER, OR APPROVED FLASHING MATERIAL AT LEAST 8" WIDE WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIP AT LEAST 8" BEYOND THE EDGE OF THE ROUGH OPENING OF THE WINDOW. AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIP (SIDE OF OPENING) AT LEAST 8" WIDE WITH INSIDE EDGE EVEN WITH EDGE OF WINDOW OPENING. EXTEND JAMB STRIP 4" ABOVE THE TOP OF WINDOW OPENING. APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES OVER THE INSTALLED FLASHING FELT STRIP. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS ANOTHER STRIP OF FELT AT LEAST 4" WIDE. STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER RESISTANT PAPER UNDER THE SILL STRIP AND CUT TO FIT (A) INSTALL SUCCEEDING COURSES OF WATER RESISTANT PAPER (B,C, ETC.) OVER JAMB AND HEAD FLANGES IN SHINGLE BOARD FASHION. 4 MOLDING HATCH DOOR FRAMING MOLDING HATCH DOOR FRAMING ATTIC ACCESS DETAIL GWB 1" RIGID INSULATION SHEATH INTERIOR OF ATTIC ACCESS TO +1" OF INSULATION LEVEL N.T.S. 5 N.T.S. GWB ATTIC ACCESS DETAIL D-3 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS DETAILS 1 PENETRATION THROUGH WALL DETAIL 5 PENETRATION THROUGH FLOOR-CEILING DETAIL N.T.S.2 1 HOUR FIRE RATED WALL INSULATION PER T24 REPORT 5/8" TYPE X GWB. 5/8" TYPE X GWB. INTERIOR INTERIOR GYPSUM WALLBOARD, WOOD STUDS FIRE DESIGN: ·ONE LAYER 5/8″ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2 × 4 WOOD STUDS 24″ O.C. WITH 6D COATED NAILS, 1-7/8″ LONG, 0.0915″ SHANK, 1/4″ HEADS, 7″ O.C. JOINTS STAGGERED 24″ ON OPPOSITE SIDES. (LOAD-BEARING) THICKNESS: 4-7/8″ (Fire) APPROX. WEIGHT: 7 psf (Fire) FIRE TEST: UL R3501-47, -48, 9-17-65, UL DESIGN U309, UL R1319-129, 7-22-70, UL DESIGN U314 STC : N/A GA FILE NO. WP 3510 3 N.T.S. FINISH FLOOR EXTERIOR GRADE DISTANCE TO ADJACENT EXTERIOR GARDE < 44" = GRADE FLOOR OPENING > 44" = ABOVE GRADE FLOOR OPENING OPENABLE AREA OPENABLE AREA OPENABLE AREA 4 EMERGENCY EGRESS WINDOW 6 GABLE VENT SPECIFICATION (OR APPROVED EQUAL)7 DORMER VENT SPECIFICATION (OR APPROVED EQUAL) NOTE: REFER TO PLAN FOR PARTITION TYPE. PARTITION WALL & FURRED WALL AT 1-HOUR RATED CONDITION GWB 2x FRAMING 5/8" TYPE X GWB TO UNDERSIDE OF ROOF DECK OR SUB FLOOR ABOVE 1 GARAGESFD D-4 TEA RESIDENCE SHEET REV DATE DESCRIPTION 02/22/24A T H E R E S H A L L B E N O C H A N G E S O R D E V I A T I O N O N T H E S E P L A N S W I T H O U T T H E C O N S E N T O F P L A N A N D P E R M I T I N C . N O T E S A N D D E T A I L S O N T H E D R A W I N G S S H A L L T A K E P R E C E D E N C E O V E R G E N E R A L N O T E S A N D T Y P I C A L D E T A I L S . W H E R E N O D E T A I L S S H O W N O R N O T E D O N T H E D R A W I N G S , T H E D E T A I L S S H A L L B E T H E S A M E A S F O R O T H E R S I M I L A R W O R K .C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S A N D F I E L D C O N D I T I O N S O N T H E J O B S I T E A N D S H A L L I M M E D I A T E L Y N O T I F Y T O P L A N A N D P E R M I T I N C A N Y D I S C R E P A N C I E S I N W R I T I N G P R I O R T O T H E C O M M E N C E M E N T O F A N Y W O R K O R B E R E S P O N S I B L E F O R S A M E . TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . 03/04/24B SKETCH FOR APPROVAL SKETCH FOR REVIEW 90PD FOR REVIEWD 90PD FOR APPROVAL G 100PD FOR SUBMITTAL E PROPERTY ADDRESS: 2233 W HALL AVE, SANTA ANA, CA 92704 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CAL IFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2027 SIGNATURE PAUL SAN GEMINO 04/18/24 04/24/24 07/24/24 03/18/24C SKETCH FOR APPROVAL PER STRUCTURALF05/23/24 10/29/24 PER PLANNINGH 02/11/25PC1 10/05/25 REV11 CITY COMMENTS DETAILS 1 60-INCH ULTRA-THIN 110V ELECTRIC FIREPLACE INSERT (OR APPROVED EQUAL) N.T.S. 1 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.1 TITLE 24 COMPLIANCE Project Number: 240530-02 Issue Date: 05/30/2024 9891 IRVINE CENTER #200 PLAN AND PERMIT INC IRVINE, CA 92618 7147150923 TEA RESIDENCE 2233 W HALL AVE, SANTA ANA, CA 92704                       4,2+0,+300#2#2+,3#,, 2 3  . 5  !"      "            !" #       $ " # %%%  & '  #  (!     )) * *   + ,      "- *  -    # ,,,,, *. "   #  ' ,,/,0  -  1   # ,2+0,+3%%%00#22#0 #          $       %       & ' (  ))! *! , + ," )/3,- ./ *!  & / 0  , 4 1     2)34 ) 5 04,  6) 3 '"  )"  7 . / 3 8 !0 $  "  $    % 7 . 6)! &))  )9   2.$5 /3 ( 7 . !0 +:! 3  )9   2.$5 005- ! ;3 8 ., 0   )9   2.$5 0550 1 #< 3  3 2=5 02/6 $ 8 6)  $$ 8  ) )  $ $$  '" ! $%  / 3 8     8   6) 3 "! /> " .  $ >! 7) 3  "! .! > ? .) ! 3  )4;. 7'  .)    ) > !";! .   "";)  ";)9 % 6) 3 )!   " " !                    4,2+0,+300#2#2+,3#,, 2 3   !"      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Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. Maral Rahmani Digitally signed by Maral Rahmani DN: C=US, E=mrahmani@dlrgroup.com, O=DLR Group, OU=Mechanical, CN=Maral Rahmani Date: 2023.03.23 21:11:44-07'00' En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.2 TITLE 24 COMPLIANCE Project Number: 240530-02 Issue Date: 05/30/2024 9891 IRVINE CENTER #200 PLAN AND PERMIT INC IRVINE, CA 92618 7147150923 TEA RESIDENCE 2233 W HALL AVE, SANTA ANA, CA 92704                       4,2+0,+300#2#2+,3#,, 2 3 - . 5  !"      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Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document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I -   - * ) *  !"  . ) * """"       *****) ) ) )--------- ' '    : : : : : .... .  ! ! ! !      - - - - - " " " " " -------- ***          - - - -               ! ! ! ! # # # #           #  **  # $G -#      " # # &...  # #   !" #      $ " # %%% & '  #     )) * *   + ,      "- *  -    # ,,,,, *. "   #  ' ,,/,0  -  1   # ,2+0,+3%%%00#22# $G -# Maral Rahmani Title24 Experts 10/27/2025 23882 Mariano St. Woodland Hills, CA 91306 3105044878 Mehrun Abbassi Plan and Permit Inc 10/27/2025 9891 Irvine Center Dr Ste 200 Irvine, CA 92618 7147150923 425-P010322924A-000-000-0000000-0000 10/27/2025 13:07 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program h as 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. TEA RESIDENCE 23882 Mariano st. 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 PLAN AND PERMIT INC. Maral Rahmani (714)-715-0923 SANTA ANA, CA 92704 10/27/2025 75-240530-02 Woodland Hills, CA 91367 818-561-9333 2233 W HALL AVE. En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Project Name: DRAWN BY: MARAL RAHMANI T24.3 TITLE 24 COMPLIANCE Project Number: 240530-02 Issue Date: 05/30/2024 9891 IRVINE CENTER #200 PLAN AND PERMIT INC IRVINE, CA 92618 7147150923 TEA RESIDENCE 2233 W HALL AVE, SANTA ANA, CA 92704 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type † Single Family † Addition Alone Date † Multi Family † Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status New 246 Page 13 of 20 10/27/2025 none 13.6% New TEA RESIDENCE Wall Unheated Slab-on-Grade Wall R 13 Wood Framed none none ✔ N/A 497 226 Attic CA Climate Zone 08 R 15 Left (W) 20.0 Right (E) 0.300 33.7 1 0.580 Small Instantaneous Gas 0.65 New 1 New ✔ (N) MINI SPLIT Ductless / with Fan Wall Wood Framed Demising R 15 Wood Framed R 13 497 - no insulation Existing New 0.300 0.23 none 1,661 none 1 N/A 0.97 New New Front (S)40.0 R 15 Ductless 22.5 SEER2 92 New 497 Wall Wood Framed none none 1 none Electric Heat Pump Standard N/A Rear (N) Existing Rear (N)120.0 0.580 8.0 0.65 New Perim = 68' 144 New Existing Wall Wood Framed Roof - no insulation Wood Framed Attic 2233 W HALL AVE. SANTA ANA 80 220 N/A Altered 10.20 HSPF2 0.30 Split Heat Pump User Number: 20127 none12.0 0.300 0.23 none 0.23 N/A Setback New Existing Slab ID: 75-240530-02 R 30 Wood Framed EnergyPro 9.4 by EnergySoft 92 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type † Single Family † Addition Alone Date † Multi Family † Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Existing Page 14 of 20 10/27/2025 13.6% TEA RESIDENCE Unheated Slab-on-Grade ✔ 497 226 CA Climate Zone 08 - no insulation Existing 1 ✔ Wall Wood Framed Wall R 13 Wood Framed 1,164 R 13 1,661 Existing R 13 48 Existing 1,164 Door Opaque Door Perim = 79' 132 Existing Wall Roof - no insulation Wood Framed Attic 2233 W HALL AVE. SANTA ANA 20 0.30 User Number: 20127 Existing Slab ID: 75-240530-02 R 11 Wood Framed EnergyPro 9.4 by EnergySoft 12 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household 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). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): 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 U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): 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 framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: 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 all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in 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. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other 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. * § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances and spa heaters. Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` non-crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must 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 Ducts and Fans: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC these spaces must not be compressed. * Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, duct tapes unless such tape 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, 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, 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. 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 Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 filter. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have EH•&)0SHU ton of nominal cooling capacity, and an air-handling unit fan efficacy ” 0.45 watts per CFM for gas furnace air handlers and ” 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow • 250 CFM per ton of nominal cooling capacity, and an air-KDQGOLQJXQLWIDQHIILFDF\”ZDWWVSHU&)0)LHOGYHULILFDWLRQWHVWLQJLVUHTXLUHGLQDFFRUGDQFHZLWK Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- compliance with §150.0(o)1C. Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, § 150.0(o)1G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- §150.0(o)1Gvi. * § 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must minimum airflow rate required by §150.0(o)1C. Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, rates and sound requirements per §150.0(o)1G Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance 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 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 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 sizing, flow rate, piping, filters, and valves. Lighting: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen 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, 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 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 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 hoods) must meet the applicable requirements of § 150.0(k). 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or 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 SSL 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 on and off. * Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed 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, in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire 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- sources in these spaces must compl with NEMA SSL 7A. 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 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 watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with 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 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 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 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 residences and central water-heatin s stems, a pathwa reserved for routin plumbin from the solar zone to the water-heatin s stem. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 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 Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 28,000 15,825 0 cfm 0 0 444.4 0 56 / 54 ºF55 / 54 ºF 10/27/2025 738.2 1,000 cfm 16.9 -614 Aug 3 PM 0 20,579 1,000 cfm 0.00 YN030GMFI22M3E 56 / 54 ºF 0 75 / 62 ºF 0 0 731 106 ºF 614 Supply Fan 1,000 68 ºF 27,000 0 TEA RESIDENCE 27,000 75 / 62 ºF 20,919 0 4,624 33 ºF 4,624 Heating Coil 1,000 106 ºF 407 2.3 (N) MINI SPLIT 1,661 0 16,439 Outside Air 20,919 15,882 15,268 68 ºF 0 805 20,579 Jan 1 AM 46.4% 1 0.60 Outside Air Cooling Coil 16.3 75 / 61 ºF 0 0 cfm 68 ºF 105 ºF 91 / 68 ºF Supply Fan 28,000 0.0% 805 GENERAL NOTES \Ain n n CONCRETE CITY OF SANTA ANA v_o ncyI 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND CONDITIONS OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH 2O22 CALIFORNIA BUILDING CODE AS ADOPTED BY THE CITY. 3. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. 4. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 6. OPENINGS, POCKETS, SLEEVES, ETC., SHALL NOT BE PLACED IN SLABS, BEAMS, WALLS, COLUMNS AND FOOTINGS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED DESIGN LIVE LOADS FOR EACH PARTICULAR LEVEL. PROVIDE ADEQUATE SHORING AND BRACING IF LOAD EXCEED DESIGN LIVE LOAD OR WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. THIS SET OF DRAWINGS REPRESENT THE FINISHED STRUCTURE, METHOD OF CONSTRUCTION NOT NECESSARY INDICATED, THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROJECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING, SCAFFOLDING, ETC. 9. DESIGN CODE: 2022 CBC A. ROOF DESIGN LOADS: • ROOF DEAD LOAD = 15.0 PSF • ROOF LIVE LOAD = 20.0 PSF (REDUCIBLE PER CBC 2022) B. WIND DESIGN: • BASIC WIND SPEED = 95.0 MPH • RISK CATEGORY = II • WIND EXPOSURE = C C. SEISMIC DESIGN: • SEISMIC IMPORTANCE FACTOR, 1 = 1.0 • RISK CATEGORY = II • SITE CLASS = D-DEFAULT • Ss = 1.295 • S1 = 0.464 • SDt = NULL • SDs = 1.036 • Fa = 1.2 • BASIC SEISMIC -FORCE -RESISTING SYSTEM: BEARING WALL SYSTEM LIGHT -FRAMED WALLS SHEATHED W/WOOD STRUCTURAL PANELS RATED FOR SHEAR RESIST. • DESIGN BASE SHEAR, V = 0.145W • SEISMIC RESPONSE COEFFICIENT, Cs = 0.145 • RESPONSE MODIFICATION FACTOR, R = 6.5 • ANALYSIS PROCEDURE. ALLOWABLE STRESS LOAD COMBINATION • REDUNDANCY FACTOR, P = 1.3 FOUNDATION 1. AS A CALIFORNIA LICENSED ARCHITECT/ENGINEER, I HAVE CLASSIFIED THE UNDISTURBED NATIVE SOILS TO BE TYPE 5 AND I HAVE ASSIGNED A FOUNDATION PRESSURE OF 1500 PSF FOR THE DESIGN OF FOUNDATIONS RELATED TO THIS PROJECT. 2. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL SHALL BE PROPERLY COMPACTED. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO FULLY PROTECT ADJACENT PROPERTIES. 4. ALL SITE PREPARATION SUCH AS GRADING AND COMPACTION OF THE FILL SHALL BE PERFORMED UNDER THE SOILS ENGINEER'S SUPERVISION. THE CONTRACTOR SHALL FOLLOW THE SOILS ENGINEER'S RECOMMENDATIONS AS INCLUDED IN THE SOILS REPORT AND ANY ADDITIONAL RECOMMENDATIONS DURING CONSTRUCTION. 5. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE SOIL ENGINEER PRIOR TO PLACING CONCRETE. 6. BACK FILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT THE APPLIED LATERAL SOIL PRESSURE. 7. NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMN FOOTINGS OR UNDER CONTINUOUS WALL FOOTINGS, GRADE BEAMS, ECT. UNLESS SPECIFICALLY DETAILED ON THESE PLANS. 8. FOUNDATION DESIGN SHALL BE 24" MINIMUM BELOW LOWEST ADJACENT FINAL GRADE, AND 12" MINIMUM WIDTH, BEAR ON FIRM NATIVE OR PROPERLY COMPACTED SOILS. 9. SUBGADE SHALL BE 2" SAND OVER POLYETHYLENE FILM VAPOR BARRIER. 10. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH UNLESS SHOWN OR NOTED OTHERWISE. 1 1. CONTRACTOR SHALL PROVIDE TEMPORARY AND PERMANENT DEWATERING FOR EITHER SURFACE WATER, GROUND WATER OR SEEPAGE WATER. 12. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. 13. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CRIBBING SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANK. 14. CONTRACTOR SHALL BRACE OR PROTECT FROM LATERAL LOADS FOR THE PIT AND RETAINING WALLS UNTILL ATTACHING SLABS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. 15. No VERTICAL EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESEND SHALL BE PERMITTED. 16. SATURATE THE SOIL 18" DEEP BEFORE PLACING THE CONCRETE SLAB. 17. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 18. THE STRUCTRUE WILL BE LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOIL OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH AND SHALL HAVE THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE: JOISTS & RAFTERS GRADE NO. 2 OR BETTER BEAMS & STRINGERS GRADE NO. 1 AND BETTER DOUBLE TOP PLATES GRADE NO. 1 AND BETTER 2X4 STUDS CONSTRUCTION GRADE OR BETTER 3X4 & 2X6 STUDS GRADE NO. 2 OR BETTER POSTS AND TIMBERS GRADE NO. 1 AND BETTER 2. PLYWOOD SHEATHING SHALL BE FULL SIZE SHEET WHERE POSSIBLE WITH 48" X 32" MINIMUM SHEET SIZE AND LAID CONTINUOUSLY OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. A. FLOOR SHEATHING SHALL BE GRADE MARKED "D.F.P.A. EXTERIOR SHEATHING C-D GRADE" 19/32" THICK WITH EXTERIOR GLUE. PANEL I.D. RATING 32/16 OR BETTER. EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS. NAILED WITH 10d DEFORMED SHANK NAILS AT 6" O.C. AT EDGES AND BOUNDARIES, AT 10" O.C. IN FIELD. U.N.O. B. ROOF SHEATHING SHALL BE GRADE MARKED "D.F.P.A. EXTERIOR SHEATHING C-D GRADE" 15/32" THICK WITH EXTERIOR GLUE. PANEL SPAN RATING 24/0 OR BETTER. NAILED WITH 8d COMMON NAILS AT 6" O.C. AT EDGES AND BOUNDARIES, AT 12" O.C. IN FIELD UNLESS NOTED OTHERWISE. 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. SEE FRAMING PLANS OR DETAILS FOR NAIL SIZES AND SPACINGS. NAILS THAT NOT DETAILED OR NOTED SHALL BE IN ACCORDANCE WITH CBC FASTENING SCHEDULE. 4. ALL JOIST HANGERS AND FRAMING CONNECTORS SHALL BE "SIMPSON" OR APPROVED EQUAL. 5. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED. 6. BOLT HOLES SHALL BE SAME DIAMETER AS THAT OF THE BOLTS. PROVIDE WASHERS BETWEEN BOLT HEADS OR NUTS AND WOOD MEMBERS. 7. TIGHTEN NUTS ON ALL BOLTS BEFORE CLOSING IN COMPLETION OF. JOB. 8. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY THAT ARE LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR. 9. ALL SILL BOLTS SHALL BE PLACED STARTING 9" FROM THE ENDS OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED ON THE PLANS. 10. BLOCKING OR BRIDGING SHALL BE PROVIDED AS REQUIRED PER C.B.C. 11. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS THAT ARE PARALLEL TO JOISTS. USE 2-16d NAILS AT 16" O.C. TO NAIL THE DOUBLE JOISTS TOGETHER. 12. TOP PLATES FOR ALL STUD WALLS SHALL BE 2-2X. LAP FOR TOP PLATES SHALL BE 48" LONG MINIMUM NAILED WITH 16d AT 4" AT EACH LAP UNLESS NOTED OTHERWISE. SPLICES IN UPPER AND LOWER PLATES SHALL BE STAGGERED 10'-0" MINIMUM. 13. PRE -DRILL FOR NAILING AS REQUIRED WHEN NAIL SPACING RESULTS IN WOOD SPLITTING. PRE -DRILL HOLES SHALL BE SMALLER THAN THE DIAMETER OF THE NAILS. 14. ALL WOOD STUD WALLS SHALL HAVE 2X4 STUDS AT 16" O.C. WHEN HEIGHT BETWEEN LATERAL SUPPORTS LESS THAN 10'-0". WHEN HEIGHT BETWEEN LATERAL SUPPORTS BETWEEN 10'-0" AND 16'-0", USE 2X6 STUDS AT 16" O.C. 15. THE BOLT HOLES SHALL BE 1 /16" (MAX.) OVERSIZED AT THE CONNECTOR OF THE HOLD-DOWN TO THE POST. "INSPECTOR TO VERIFY." 16. THE HOLD-DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 17. APPROVED PLATE WASHERS, IN -LIEU OF CUT WASHERS, SHALL BE PROVIDED FOR ALL PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS. 18. THE SILL PLATE ANCHOR BOLTS AND HOLD-DOWN CONNECTOR BOLTS AT ALL PLYWOOD SHEARWALL SHALL HAVE THE PLATE WASHERS AS LISTED. 19. CUTTING OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH WITH THE EXTERIOR AND BEARING WALL AND NOT TO EXCEED 40% OF THE STUD/PLATE WIDTH IN NONBEARING PARTITIONS. BORED HOLES DIAMETER IS LIMITED TO 40% OF THE STUD/PLATE WIDTH INANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR WHEN THE BORED STUD IS DOUBLED. 20. FULL LENGTH STUDS (BALLOON FRAME) SHALL BE USED ON EXTERIOR WALLS WITH VAULTED CEILING. 21. ALL ANCHOR BOLTS & HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 22. LUMBER AND PLYWOOD WILL BE GRADE STAMPED BY AN APPROVED INSPECTION AGENCY. 23. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"x3"x3" PLATE WASHER ON THE POST OPPOSITE THE HOLD-DOWN, AND HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE-HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 24. SILL PLATES SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE FIELD -TREATED PER AWPAM4. 25. ALL STRUCTURAL LUMBER SHALL COMPLY WITH DOC PS20 OR EQUIVALENT DOUGLAS FIR -LARCH 26. ALL WOOD STRUCTURAL PANELS SHALL COMPLY WITH DOC PS 1 OR DOC PS2. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONFORMING TO THE FOLLOWING: LOCATION 28-DAY MIN. MAXIMUM MIX DESIGN COMPRESSIVE AGGREGATE SLUMP STRENGTH SIZE (IN.) (INCHES A. SLAB ON GRADE 4500 psi 1 4 (5" MAX) B. FOOTINGS & GR BMS. 4500 psi 1.5 4 5" MAX) NO SPECIAL INSPECTIONS REQUIRED IF CONCRETE TRUCK MIX TICKET PROVIDED. 2. ALL CONCRETE MIX DESIGN SHALL HAVE WATER TO CEMENT RATIO W/C=0.45 AND SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. 4. AGGREGATE SHALL CONFORM TO ASTM C-33. 5. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS OR ORGANIC MATERIALS, OILS, SALTS AS PER CBC 2022. 6. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C-94. 7. UNLESS SHOWN OR NOTED OTHERWISE, CONCRETE COVERAGE FOR REINFORCING BAR TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" C. WALLS 1.5" D. BEAMS, GIRDERS & COLUMNS (TO TIES OR STIRRUPS) 1.5" 8. CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT EXCEED 1/3 OF THE THICKNESS OF THE SLAB AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING STEEL. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 6". 9. CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECT 1905.11 OF C.B.C. 10.REMOVAL OF CONCRETE FORMS AND SHORES SHALL BE IN ACCORDANCE WITH CBC 2022. 11.CONDUITS AND PIPES EMBEDDED IN CONCRETE SHALL COMPLY WITH THE PROVISION OF CBC 2022. 12.DESIGN AND CONSTRUCTION OF CONCRETE FORMWORK SHALL CONFORM TO ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 13.CONSTRUCTION JOINTS: THE SURFACES OF ALL CONSTRUCTION JOINTS SHALL BE CLEAN, FREE FROM LOOSE DEBRIS. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. 14.ALL SAW CUTS IN SLAB ON GRADE SHALL BE MADE NOT LATER THAN 24 HOURS AFTER PLACING CONCRETE. REINFORCING STEED 1. ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 DEFORMED BILLET STEEL BARS, EXCEPT NOTED BELOW: A. WELDED SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A-185. 2. GRADE 60 BARS SHALL BE MARKED SO ITS IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 3. THE TIE WIRE USED SHALL BE BLACK ANNEALED WIRE, 16 GA. OR HEAVIER. 4. BAR SUPPORTS SHALL CONFORM TO THE BAR SUPPORT SPECIFICATIONS CONTAINED IN THE "MANUAL OF STANDARD PRACTICE" BY ACI. 5. A CERTIFIED COPY OF MILL TEST ON EACH HEAT OF REINFORCING STEEL DELIVERD SHOWING PHYSICAL AND CHEMICAL ANALYSIS SHALL BE PROVIDED UPON REQUEST AT THE TIME OF SHIPMENT. 6. ALL REQUIREMENT OF CONCRETE REINFORCEMENT NOT COVERED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE". 7. REINFORCING STEEL AT THE TIME OF THE CONCRETE IS PLACED SHALL BE FREE FROM MUD, OIL, OR OTHER NON METALLIC COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. 8. ALL HOOKS SHALL CONFORM TO THE BEND DIMENSION PER ACI "STANDARD HOOK" UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 9. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL INJURE THE MATERIAL. 10. REINFORCING BARS SHALL CONFORM ACCURATELY TO THE DIMENSIONS SHOWN ON THE DRAWINGS WITH THE FABRICATING TOLERANCES PER ACI "MANUAL OF STANDARD PRACTICE." 11. BARS SHALL BE SECURELY TIED TO PREVENT DISPLACEMENT DURING THE CONCRETING OPERATION AND ALL DOWELS SHALL BE WIRED IN PLACE BEFORE DEPOSITING CONCRETE. 12. SPLICES OF REINFORCEMENT SHALL HAVE 42 BAR DIAMETER LAP OR 2'-0" LAP MINIMUM. 13. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL HAVE SAME SIZE AS THE VERTICAL REINFORCEMENT, EMBEDMENT OF DOWELS SHALL BE 36 BAR DIAMETER OR 2'-0" MINIMUM UNLESS OTHERWISE SHOWN. 14. MINIMUM LAP OF MESH SHALL BE NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS TWO INCHES OR 60 DIA. OR 8 IN. WHICHEVER IS GREATER. 1-112D CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. CONDITION WHERE BARS CLASS B" SPLICE TYP. OCCUR ON SAME PLANE UNLESS NOTED SUCH AS, CONC BE4MS, tM CONC COLUMNS, ETC. RE NF. BENDING DETAIL SPECIAL INSPECTION R EOU I R EM EN TS: 1 THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN CBC 1704, 1707 AND CBC 1708. 2. ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONTRACTOR PER CBC SECTION 1704.1. 3. THE SPECIAL INSPECTOR SHALL BE REGISTER WITH THE CITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK. 5. PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: A. ALL EPDXY ANCHORS B. ALL SHEAR WALLS WITH NAILING LESS OR EQUAL 4" SPACING. PLYWOOD SHEAR WALL PANEL TYPE SCHEDULE SPACING OF 518"0 x ALLOWABLE SHEAR 12" LONG ANCHOR. FORCE TYPE CONSTRUCTION BOLTS @ SILL R 112" STRUCTURAL 1 PLYWOOD NAILED WITH 8d NAILS © 6" O.C. AT EDGES AND 12" O.C. FIELD AT SIDE ONLY. PLATES BETWEEN FLOOR TO BE NAILED WITH 16d NAILS SPACED 48" O.C. 210 PLF 6" O.C. ALLOWABLE SHEAR FORCE 210 plf. 112" STRUCTURAL I PLYWOOD NAILED WITH 8d NAILS ® 4" O.C. AT AEDGES AND 12" O.C. FIELD AT SIDE ONLY. 320 PLF PLATES BETWEEN FLOOR TO BE NAILED WITH 16d NAILS SPACED ® 32" O.C. 4" O.C. ALLOWABLE SHEAR FORCE 320 plf. SEE NOTE* 112" STRUCTURAL I PLYWOOD NAILED WITH 8d NAILS © 3" O.C. AT 3 EDGES AND 12" O.C. FIELD AT SIDE ONLY. 410 PLF PLATES BETWEEN FLOOR TO BE NAILED WITH 112" x 0'-6" LONG 24" O.C. LAG BOLTS ® 16" O.C. ALLOWABLE SHEAR FORCE 410 plf. SEE NOTE* 112" STRUCTURAL I PLYWOOD NAILED WITH 8d NAILS ® 2" O.C. AT EDGES AND 12" O.C. FIELD AT SIDE ONLY. 550 PLF PLATES BETWEEN FLOOR TO BE NAILED WITH 112" x 0'-6" LONG 16" O.C. LAG BOLTS Cam? 12" O.C. ALLOWABLE SHEAR FORCE 550 plf. SEE NOTE* NOTE * 1. SILL PLATE AND FRAMING MEMBER RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3" NOMINAL MEMBER. 2. FOR SHEAR PANEL ON BOTH SIDES OF WALL, USE ONE-HALF THE SPACING OF BOLTS. 3. PLATE WASHERS (3" x 3" x 114") SHALL BE USED ON EACH 518"0 ANCHOR BOLT. 4. SILL PLATES SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE FIELD -TREATED PER AWPAM4. STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF THE STRUCTURAL OBSERVER PROJECT ADDRESS: 2233 W Hall Ave. Santa Ana PERMIT APPL. NO.: Description of Work: Install new Wood Strong Wall High Strenght Owner: Architect: Engineer: Sam Mobed STRUCTURAL OBSERVATION (only checked items are required) Firm or Individual to be responsible for the Structural Observation: Name: Nick Engineering Phone: (310 ) 433-7927 Calif. Registration: C75884 FOUNDATION WALL FRAME DIAPHRAGM �( Footing, Stem Walls, Piers ❑ Concrete ❑ Steel Moment Frame ❑ Concrete ❑ Mat Foundation ❑ Masonry ❑ Steel Braced Frame ❑ Steel Deck ❑ Caisson, Piles, Grade Beams ❑ Wood ❑ Concrete Moment Frame ❑ Wood ❑ Step'g/Retain'g Foundation, Hillside Special Anchors Others: WSWH ❑ Others: ❑ Others: ❑ Others: DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of record for the project, declare that the above listed firm or individual is designated by me to be responsible for the Structural Observation. Signature License No. Date IN/Form.08(Part 2)(Rev .06119117) I 0 taster ID: atINJOK Ef16111EER1 1G Irvine, CA 92614 t: 310.433.7927 e: smobed@nickengineering.com LREV 1 10/25/25 PLCC1 DATE DESCRIPTION PROJECT Tea Residence 2233 W Hall Ave. Santa Ana, CA 92704 ESS NO. 75884 ' EXP. 06.30.26 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET TITLE STRUCTURAL NOTES SHEET NUMBER smi E CITY OF SANTA ANA ncy NOTE: 1. TTHE NEW FOOTING SHALL NOT UNDERMINE THE EXISTING FOOTING. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED PLYWOOD AT SHEAR WALL--- CABLE WHILE DRILLING FOR NEW ANCHORS. WHERE OCCURS, SEE PLAN �� SIMPSON SSTB24 ANCHORS 4x4 POST SIMPSON HOLD-DOWN MODEL NO. SIDS SCREWS ANCHOR BOLTS AT CONC. SLAB MINIMUM WOOD MEMBER THICKNESS 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. T,A _ Pi Ywnnn AT 1:�14F_AP WAi i I IF09P mm&vrlyjA _ F HDU5 14-SDS4"x2j" 5/8" 0 3" BOLT (SSTB28 AT GARAGE V �� WHEREv OCCURS, SEE PLAN CURB) ICC ESR-261 1 2x STUD PLYWOOD AT SHEAR WALL 5/8 "� A. B THRU PT. B.N. PER SHEAR (E) 2x STUD WHERE OCCURS, SEE PLAN SILL PLATE PER WALL SCHED. SIMPSON HD HOLDOWN SHEAR WALL SCHED. • SEE FOUNDATION PLAN �� 4x4 POST PLABTE PER SHEAR PT.SILL Laster ID: SCHEDR BOLTS. S.O.G. SEE PLAN SHEAR SEE PLANTYP O& NOTES 2x BLK'G W/ 2-16d EA. ENDS #4 DOWEL @ 16 " 0. C. B N. WALL R SCHED. a t®I C K E f 1 G 111 E E R 1 A G FOR ANCHOR BOLTS HOLD-DOWN DRILL & EPDXY ON (E) 2x SILL PLATE FIG L ° 2x OR 3x SILL STUD BOLTS 8„ ° _ ° (E) CONC. SLAB S. 0. G. SEE PLAN �° z ° 00 III III ° -1i PLATE A B.N. °' �p -FG Irvine � -- � 111- - � _ _ ° � ° I_ III- CA 92614 Ld °° ° a -- -- -III- #4 @ 18" O.C. o t: 310.433.7927 00 ° SUBGRADE z I___ ° " III ° J e: smobed@nicken Ineerin com z 2- #5 CONT. ° PER PLAN ° ° - - C0 ° ° ° N z o m g 9 @ T & B ° #4 @ 18" O.C. ° ° 6 I ° a PER PLAN 2- #4 CONT. z N a ° IIII III1 _ ° @ T & B ° 8" SUBGRADE o N PER PLAN o ° U 1 1Y2" SEE PLAN Z 12 SIMPSON SSTB24 ANCHOR ' J (E) FOOTING 1- #4 CONT. BOLT (SSTB28 AT GARAGE (VIF) @ T & B 12" CURB) ICC ESR-261 1 � _ _ SECTION A - A 907. COMPACTED SOIL 1 10/25/25 PCC1 REV DATE DESCRIPTION SECT. AT HOLDOWN IN NEW FOUNDATION 7 SECTION 4 SECTION 1 PROJECT NOTE: NOTE: NOTE: 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED NOTE: 1. THE NEW FOOTING SHALL NOT UNDERMINE THE EXISTING FOOTING. THE NEW PLYWOOD CAN BE INSTALLED EITHER SIDE OF THE STUD WALL. CABLES WHILE DRILLING FOR NEW ANCHORS. 1. THE NEW PLYWOOD CAN BE INSTALL EITHER SIDE OF THE EXISTING WALL. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 2. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED CABLE WHILE DRILLING FOR NEW ANCHORS. 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. CABLE WHILE DRILLING FOR NEW ANCHORS. 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. Tea Residence 4. CENTER OF THE NEW FOOTING SHALL BE AT THE CENTER OF THE NEW 3. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. WSWH AT BOTH WAY. 4. SPECIAL INSPECTION IS REQUIRED ON ALL EPDXY ANCHORS. 5. SEE SHEET WSWH1 FOR MORE INFORMATION. 2-#4 DOWEL @ T & B 2233 W Hall Ave. 2x STUD PLYWOOD AT SHEAR DRILL & EPDXY 8„ 6" �WALL WHERE OCCURS, Santa Ana CA 92704 WSWH-AB 1 HIGH STRENGTH WSWH PER PLAN SEE PLAN ANCHOR BOLT (DRILL & EPDXY) ° SPECIAL INSPECTION REQ'D #4 DOWEL @ 24" O.C. SHEATHING AT SHEAR WALL » B.N. PER SHEAR (DRILL &EPDXY) WHERE OCCURS, SEE PLAN ° °° ° I 5/8 0 A.B AT SHEAR WALL (E) S.0.G 0 18" ° ° -__� a i THRU PT. SILL PLATE PER WALL SCHED. ° TYP. 6" (E) 2x STUD 5/8"0 A.B THRU PT. SILL PLATE ° � � ��� (E) FOOTING SHEAR WALL SCHED. PER SHEAR WALL SCHED. S.O.G. SEE PLAN DE a • ° ----J 2x4 BLK G W/ 2-16d a 61' _ EA. ENDS NG TYP. a° B.N. (N) FOOTIA °41 ° ° (E) 2x SILL PLATE Ir z • ° ° - III a�-III- - - I - (E) S. 0. G #4 DOWEL @ 16 0. C.--1- a I - I ° as 11-I 1 I 1 I ° 1 I 11 1 I (E) FOOTING - 1 - - TO REMAIN #4 TYP. _ _ _ DRILL &EPDXY 6" 18" S.O.G. SEE PLAN FG #5 DOWELS @ 12 O.C. _ #4 @ 18" O.C. (DRILL &EPDXY) #3 TIES @ 2„ =III- - - ° N z III - a ° MIN. i - III SUBGRADE CK J 2- #4 CONT. NUT AND p a -- SUBGRADE PER PER PLAN o 2„ @ T & B U ° ° WASHER PLATE I i 8„ PLAN �-III,�IIIII II�IIIIIL� � �' 90% COMPACTED - #5(E) FOOTING (VIF) �� ' �� 1- #4 CONT. SOIL EQ EQ & BOT TOP - - (E) FOOTING @ T & B 3'-6" SECTION 10 SECTION 8 (N) FTG TO (E) FTG TYP. CONN. DETAIL 5 SECTION 2 RpFESS/ 0 NOTE: �o s 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED NOTE: �� o BLES WHILE DRILLING FOR NEW ANCHORS. CABLES WHILE DRILLING FOR NEW ANCHORS. 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST -TENSIONED m 2. US SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. CABLES WHILE DRILLING FOR NEW ANCHORS. EXP. 75884 06.30.6.30.26 3. SPEC I INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 2. USE SIMPSON SET-3G EPDXY (ICC ESR-4057) FOR ALL ANCHORS. N, 4. CENTER F THE NEW FOOTING SHALL BE ALIGNED WITH THE CENTER OF 4. CENTER OF THE NEW FOOTING SHALL BE ALIGNED WITH THE CENTER OF 3. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY ANCHORS. 9TF civic- THE NEW ST. THE NEW POST. OF cA_\�_ SIMPSON HDU5 PncT pF-R P/ AN Pn.ST PFP PI AN SIMPSON "AB Z" POST fPER PLAN ,n» nrn n , , T, inrn S.O.G. SEE PLAN g„ ° ° � to of 5/8"� x 14" LONG ALL THREADED ANCHOR BOLT PLATE ,1/2"x14"x5" W/ 2 5/8 x 9 LONG ALL THPFAnFn Rnn 3/16 SIMPSON HOLD-DOWN MODEL NO. SDS SCREWS ANCHOR BOLTS AT CONC. SLAB MINIMUM WOOD MEMBER THICKNESS HDU5 ,� „ 14-SDS x2 5/8 3" POST BASE �/ o w L i nr«HuLu " "" " " #4 DOWEL @ 24" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, ANCH BOLT ° UNLESS THEY ARE ACTING UNDER THE DIRECTION 2-#4 @ TOP (E) S. (DRILL &EPDXY) OF A LICENSED PROFESSIONAL ENGINEER, DOWELS #4 @ (E) S.0.G „ TO ALTER THIS DOCUMENT. 8„ 16 O.C. (DRILL ° °° • FG 6 SIMPSON HD HOLDOWN �.P &EPDXY) - - - - - 711 SEE FOUNDATION PLAN ---------- - - - -III ° -III--III- -III I ;III-- ° ° - _ - SHEET TITLE _ _ _ _ a -- ° - - ___ ° TYP ANCHOR BOLTS WOOD POST _ ° #4 DOWELS _III -III ° ° °8 ° #3 TIES z I ° ° a SEE PLAN & NOTES �� SEE PLAN `° u 6„ n 6„ @ 16" O.C. ° @ 6" O.C. I- a 6'� ° - - FOR ANCHOR BOLTS - TYP. ° - - III CID TYP. ° a I- -1-- ° ° -1 1- 2x4 BLK'G W/ HOLD-DOWN SECTIONS AND DETAILS (E) FOOTING a ° #4 TYP.2-16d EA. ENDS STUD SCREWS TO REMAIN �____ ° ° (E) FOOTING �____ #4 TYP. `�'I� - ° _ - ° ( ) ,� � � a -III-III III_ a 4 ° ° ° E 2x SILL PLATE \\1 TO REMAI 001, 1 ° III -III- 4-#4 @ BOT #5 DOWELS @ 12" O.C. °• ° ° • #4 DOWELS @ 12" O.C. ° ° ° ° BOTH WAY (DRILL & EPDXY) ° ° 8 ° 90i COMPACTED EQ EQ ° (DRILL &EPDXY �t SOIL ° � � a� a a SHEET NUMBER SEE PLAN 04e4° ad LJ p LJ d �L a a -• I -I I I I I I -�- � � N 90% COMPACTED #4 @ 12" O.C. 90% COMPACTED 4-#5 @ TOP �� SOIL PER PLAN @ BOT. SOIL EQ EQ & BOT. ALL THREADED RODS (A572GR50) 1 S=4 3'-9" SQ SECTION Li I SECTION 9 SECTION 6 SECT. AT HOLDOWN IN EXISTING FOUNDATION 3 ROOF SHEATHING B.N. 2-2x RR (SEE WOOD NOTES) �3-16d TYP. PLY'D STH'G SEE TOP OF ROOF MST PER PLAN WOOD NOTES FO P AN 11 I,ITI I I PLYWOOD OF STRAP A-35 @ 16" O.C. 6-16d EA C.J. 2x RR �I 2-2x TOP (E) 2-2x TOP PLATES ' PLATES PLY'D STH'G SEE B N. WOOD NOTES TO R.R. B.N. 2x SOLID BLK'G A-35F @ 16" O.C. — — — — 2x SOLID BLK'G W/ 2x CJ 1 3-16d EA. aster I D : 2x SOLID BLK'G @ 3-16d EA. END 2x RR E 4'-0" O.C. W/ 3-16d TOENAILS EA. END _ _ _ - 16" D.C.@ �, o 16 at®iCK U16111EERInG \ B. N. 2-2x CJ 2x CJ 2-2x TOP PLATES _ I I 2x RR @ 16" D.C. E. N. Irvine, CA 92614 A-35 @ 2x4 STUD I I PLY'D SHEAR WALL 2-2x TOP PLATE SEE ARCH'L t: 310.433.7927 16" O.C.['_�2x @ 16" O.C. 2-2x TOP PLATE B.N. SEE SCHED. W/ 16d @ 16" D.C. e: smobed@nickengineering.com SOLID BLK'G W/ W/ 16d @ 16" O.C. 3-16d EA. END PLYWOOD AT SHEAR PLYWOOD AT SHEAR (E) ROOF TRUSS � WALL WHERE BM, WHERE WALL WHERE OCCURS, B. N. 2X STUDS @ OCCURS, SEE PLAN OCCURES SEE PLAN 2-2x4 STUDS 16" O.C. TYP. (E) 2-2x TOP (E) 2x4 STUD 2X STUDS @ 16 0. C.—A PLATES 3/8"0 LAG BOLT @ 24" O.C. @ 16" O.C. TYP. VERT. W/ MIN. 2112 " PEN. INTO (E) 2x STUDS 2-2x4 PLYWOOD AT SHEAR WALL WHERE OCCURS, SEE PLAN 1 10/25/25 PCC1 REV DATE DESCRIPTION SECTION 10 DETAIL 7 SECTION 4 SECTION 1 PROJECT NOTE: 1. THE NEW PLYWOOD CAN BE INSTALL EITHER SIDE OF THE WALL. SIMPSON "CC" RIDGE BEAM POST INVERTED "CC" CAP PER PLAN SIMPSON MST37 TIE ON 3x BLK'G 2x CONT. BLK'G , Tea Residence POST CAP 2x FLAT W/ 3-16d PLY'D STH'G SEE B N @ 24" O.C. @ EA. WOOD NOTES TRUSSES 2x RR W/ 2-16d TOE 2x4 FLAT @ 16" D.C. 2233 W Hall Ave. SIMPSON HANGER 2x BLK'G @ 48" O.C. NAILS Santa Ana, CA 92704 (E) ROOF PLYWD SHT'G �' "' '� _ * 1/8" MAX. GAP BETWEEN 2x ROOF RAFTER B.N. TOP OF ROOF ---+ IIMPPSON A35 END OF TRUSS AND BEAM I I K.P. 2x FASCIA BOARD I I PER PLAN RIDGE W-BEAM PER PLAN 2x RIM W/ 2-16d TYP. A35 @ 16 0. C. SEE ARCH'L A-35 @ DBL. 2x TOP PLATES „ � 16 0. C. HEADER PER PLAN MST37 ON 3x 2- 1/2 0 THRU (E) 2x RR SISTER E.N. BLK'G, TYP. TOP CHORD W/ 2x4 BOLTS @ 24" O.C. STAGG. SHEAR PANEL (E) ROOF TRUSS 3-2x �� TRIMMER 16d FACENAIL @12 W 2-16d @ 12" O.C. STAGG. PER PLAN O.C. MULTIPLE STUD (FULL LENGTH) d 2x BLK'G @ 2x CJ W/ SIMPSON 32" 0. C. TYP. B.N. 3-2x KINGSTUDS 'U' HANGER 2x STUDS @ 16" O.C. 2x LEDGER W/ 3-SDS CONT. (DOUBLE -UP STUDS (E) ROOF TRUSS 2x CJ W/ 111 1/4"0 x 3-1/2" @ EA. HIGHER THAN 10' PLYWD SHEAR WALL SIMPSON "U" HANGER STUDS (E) 2x STUD PER SCHEDULE SIMPSON 'HTU28' HDUS TYP. HANGER 2x STOCK "MSTA18„ CONT. FILLER 1 SIMPSON 1 SECTION 11 SECTION 8 SECTION 5 SECTION 2 ROFESS/ S MOq! NOTE: 1. SEE SHEET WSWH2 FOR MORE INFORMATION. � �� F� 131 NO.75884 M EXP. 06.30.26 �T9TF CIVIL OF CAI-\F 3/8" STIFF. PLATE EA. SIDE @ COL. LOCATION 24" PLY'D STH'G SEE 2- 1 /2 "O THRU BOLTSTyp12" 2x RR WOOD NOTES WELDED 3 8 " @ 24" O.C. STAGG. Typ STIFF. PLATE STRAP RAFTERS W/ B.N. IT IS A VIOLATION OF LAW FOR ANY PERSON SIMPSON A-35 @ EA. RAFTER EA. SIDE @ COL. SIMPSON ST2115 @ LOCATION 32" 0. C. (U.N.0.) UNLESS THEY ARE ACTING UNDER THE DIRECTION 2x RR, TYP. OF A LICENSED PROFESSIONAL ENGINEER, 2x STOCK B.N. ROOF STH'G TO ALTER THIS DOCUMENT. CONT. FILLER o 0 0 0 0 SHEET TITLE 0 0 0 0 0 PER PLAN „ 3" 2" W-BEAM PER PLAN 5/8" PLATE W/ 8%2" 8W 8/" 5/" PLATE / 2 2x FLAT W/ 3-16d @ 16 Yy 0. C. @ EA. WIDTH W/ 4-3/4"O M.B. ON GAGE SECTIONS AND DETAILS WIDTH W/ 4-3/4"O RAFTER RIDGE BEAM M. B. ON GAGE 114 PER PLAN (E) 2x RR SISTER SIMPSON LRU212Z 1/4 TOP CHORD W/ 2x4 HSS COL. W/ 2-16d @ 12" PER PLAN HANGER SHEET NUMBER HSS COL. 0. C. STAGG. PER PLAN 2x CONT. BLK'G ATTACHED WSWH-TP WSWH PER PLAN (BY MANUFACTURE) S=5 SEE SHEET WSWH2 FOR 1 MORE INFO. 1 1 SECTION 1 CALIFORNIA FRAME DETAIL 9 DETAIL 6 SECTION 3 of CITY OF SANTA ANA ncy MST37 (2)16 d FACENAIL HEADER PER MIN PLATE SPLICE SEE NON -BEARING THRU ONE PLAT TO STUD 2x STUDS @ 16" O.C. SEE PLAN 2x BLOCKING @ 4'-0" HEIGHT W (2) 16d TOENAIL EACH END 2X TRIMMER AND KING STUD PRESSURE TREATED SILL PLATE TOP OF SLAB OR SHEATHIN (2)16d FACENAIL 0 SCHED OR PLAN / 4 -0 W/(8) 16d U.N.O. ON PLAN PARTITION A DETAIL FOR TO FRAMING (2)16d FACENAIL STUD TO HEADER xa 0 I 0 G R 3" J_ SIMPSON A34 TYP 0.145"0 POWDER MIN WHERE SHOWN ANCHOR W/1 3 NCHORAGE c", CONNECTION 4d OR FO P AN(�_E HEADER SCHEDULE (SEE NOTE 1) OPN'G WIDTH HEADER UP TO 4'-0" 4x4 6'-0" TO 8'-0" 4x6 8'-0" TO 10'-0" 4xl0 2.5 MIN 90° HOOK 180° HOOK D=BEND DIMAETER 6d FOR 3 THRU 8 7h+ -=----- -- 8dFOR910& 11 6x RIDGE + V 2x RIDGE aster I D: PER PLAN PER PLAN COL. TIE OR NOTE: BM. STIRRUP SIMPSON "CC" OR SHIM AS REQ'D at010I( EnGmEERHIG 1. HEADERS, KINGSTUDS AND OTHER r EQUAL POST CAP REFERENCES ON PLAN GOVERN KING POST OVER TYPICAL DETAIL. 36 BAR DIAM. UNLESS PLAN 2. INSTALL 1 x6 DIAGONAL LET -IN BRACE INDICATED OTHERWISE Irvine, CA 92614 AT 25'-0"AND AT EACH END IN ALL L 1/4" THICK x 2112" WIDE t: 310.433.7927 WALLS NOT PLYWOOD SHEATHED, WELDED PLATE BOTH SIDES 1/2"� THRU MAXIMUM SLOPE OF DIAGONAL SHALL - �+, W/ 2-5/8"0 THRU BOLTS2- BOLTS @ 24" O.C. fV gineerin com e: smobed@nicken g. BE 2 VERTICAL TO 1 HORIZONTAL. it l STAGG. 3. NAIL SILL PLATE TO WOOD FRAMED KEEP 1.5" CLR OR 6d (4" MIN.) FLOORS WITH 16d @ 12" O.C. TO BLOCKING BELOW SHEATHING. BARS MAY BE IN CONTACT IF WIRED TOGETHER 1.5" FOR #3 TIE 2" FOR #4 TIE DRIVEN /8 WASHER AND 1" EMBEDMENT AT (2) 8d TOENAIL EA. 9 MAX 16d FACENAIL @ 18" O.C. 24" O.C. AND 6" FROM END OF PLATE (SEE NOTE 3) LAP & OFFSET TIE OR STIRRUP SIDE OF STUD MULTIPLE STUD FULL LENGTH W-BEAM —/ PER PLAN 2x STOCK CONT. FILLER 1 10/25/25 PCC1 REV DATE DESCRIPTION INTERIOR NON -BEARING STUD WALL FRAMING 7 TYP. REINFORCING BENDS 4 DETAIL 1 PROJECT 2" CLR TYP 1 /16"X1.25" PLASTIC JOINT (2)16 d FACENAIL HEADER PER PROVIDE DOUBLE MIN PLATE SPLICE SEE SHEAR OR 1/8"X1.25" SAW -CUT THRU ONE PLAT TO STUD 2x STUDS @ 16" O.C. SEE PLAN 2x BLOCKING @ 4'-0" HEIGHT W/ (2) 16d TOENAIL EACH END 2X TRIMMER AND KING STUD PRESSURE TREATED SILL PLATE TOP OF SLAB OR SHEATHIN (2)16d FACENAIL 0 SEE PLAN Tea neSldence W.W.F. OR REBAR SEE PLAN 2233 W Hall Ave. CRACK CONTROL JOINT Santa Ana, CA 92704 STRAP RAFTERS WITH B. N. SIMPSON ST2115 @ KEY FORM 1 X2 STOP MESH POLY VINYL 32" O.C. (U.N.O.) OR GAL. MTL. AT JOINT SULFIDE SEALANT NOTE: _ _ - PLY'D STH'G SEE 2x RR -4 WOOD NOTES 1. HEADERS, KINGSTUDS AND OTHER =,;,! REFERENCES ON PLAN GOVERN #3X3'-O" AT 1/2" PREMOULDED OVER TYPICAL DETAIL 18 O.C. EXPANSION JOINT 2. SEE SHEARWALL PLYWOOD NAILING CONSTRUCTION JOINT EXPANSION JOINT DETAIL FOR ADDITIONAL INFORMATION 3. AT WOOD FRAMED WALLS USE SILL CONNECTION PER SHEARWALL NATURAL OR DEPRESS SLAB A SCHEDULE COMPACTED GRADE REQ'D SEE ARCH. — =- -= - SIMPSON LSU OR LSSU RIDGE BEAM 2X MIN. PERHANGER TYP. LE I z I I 2 - ! - SEE PLAN (2) 8d TOENAIL EA. 9 MAX 16d FACENAIL@ 12" O.C. OR 4'-0" O.C. MAX _ -f 1 1'-0" SIDE OF STUD MULTIPLE STUD FULL LENGTH (SEE NOTE 3) 8„ 4&CENT AT TURN —DOWN EDGE AT SLAB DEPRESSION EXTERIOR AND INTERIOR BEARING/SHEAR WALL FRAMING 8 TYP. SECTION AT SLAB ON GRADE 5 SECTION 2 QROFESS/ 4'-0" SPLICE W/ 16d @ 3" O.C. STAGG. SIMPSON DTC @ 48" O.C. NOTE: ���o S Mo p FULL DEPTH 2x (TYP.) U.N.O. (SLOT NAILS SHALL BE INSTALLED BLOCKING EA SIDE 1. DO NOT CUT OR DAMAGE ANY (E) REINFORCEMENT OR POST W z IN THE MIDDLE OF SLOT) TENSIONED CABLE WHILE DRILLING FOR NEW ANCHORS. NO.75884 @ 48 O.C. 2. USE SIMPSON SET-XP EPDXY (ICC ESR-2508) FOR ALL ANCHORS. N, EXP.06.30.26 \� 3. ROUGHEN THE SURFACE OF THE EXISTING CONCRETE SLAB PRIOR 9TF civic______�,: DOUBLE 2x_ _ _ _ _ _ 8 8 POURING THE NEW CONCRETE. of CA, TOP PLATENa-, Z RI STUDS PER a- _ _ — I— EXTERIOR WALL JOIST \ PLAN = .. � Q OUNDA N ILING (B. .) I 0 az : i _ _ — — — —"� — 2x STUDS 2x4 @ 4'-0" WITH 2x STUDS TYP. NAILING A -- — — — :: —2)-16 d EA END @ 16" O.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, CONN. AT SPLICE �� i @ 16 O.C.0. C. I••I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ----- — — — 2 NAILS @JOIST PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 2x STUD TO ALTER THIS DOCUMENT. SPLICE LENGTH EDGE NAILING @ 16" 0. °- 0.145"0 POWDER DRIVEN 2" IN. : i — — — #4 DOWEL @ 16" O.C. ANCHOR W/ 1318" WASHER & SHEET TITLE 37" MIN. TYP 3" MIN. USE (4) "0 w �' (DRILL & EPDXY) BOLTS MIN. OR z¢ _ _ L — _ °° 18" FROM ND OF PLATE & 6 AS SPECIFIED a i IELD� I 2X BLK'G. 2x SILL PLATE W/ 0.145 0 616 ON PLAN c� NAILINGi' 1• 1 2x STUDS POWDER DRIVEN ANCHOR TYP. NP . TYP. DETAILS DOUBLE 2x � �i ,—„ • --I�� —•— • •�f EDGE CONC. SLAB EMB. @ 24 O.C. & 6 a TOP PLATE _ 4 - IDE i•NG •i i TRUSS JOISTS SEE PLAN FROM END OF PLATE a a ° m STUDS PER CD —— FOR SPACING _ PLAN °oIII—III a a ALT. BOLTING CONN. AT SPLICE B — _ _ — I— NOTE: III III —III= —I I —I —IT -.III .-F -hi I=1 =1 --I SHEET NUMBER NOTES: I. -I SEE WOOD NOTES ON S-1 1. SPLICE SHOULD NOT BE WITHIN SHEAR WALL PANELS WITH EDGE NAILING CLOSER THAN V FOR ALL INFORMATION ABOUT (E) SLAB PLYWOOD GRADE, NAILING, ETC. PER PLAN 6" O.C. OR DOUBLE SIDED SHEAR WALLS. NOTE: #4 DOWEL @ 16" O.C. 2. SPLICE ALSO SHOULD NOT BE WIITHIN THE LENGTH OF ANY STEEL STRAPS CONNECTION. DO NOT INSTALL NON -BEARING PARTITIONS UNTIL DEAD LOAD IS IN (DRILL & EPDXY) #4 @ 16" O.C. 3. WHEN SPLICE OF TOP PLATES CAN NOT BE RELOCATED OUTSIDE THE AFOREMENTIONED PLACE. AT ROOF CONSTRUCTION AND WHERE A DEFLECTION SPACE @ CENTER OF SLAB SHEAR PANEL OR STRAP CONNECTION, OR WHERE REQUIRED PER PLAN, USE ALT. S=6 BOLTING CONNECTION "B". HAS BEEN PROVIDED FOR THIS REQUIREMENT MAY BE WAIVED). EA. WAY TYP. PLATE SPLICE 12 TYP. PLYWOOD PANEL LAYOUT 9 NON -BEARING PARTITION WALL DETAIL 6 SECTION 3 SCHEDULE-,,,,KINGSTUD WHERE OR PLANOPENING EXCEEDS 6'-0" 4 -0 W/(8) 16d U.N.O. ON PLAN TRANSFER SECTION OR PLAN XBLK'G PROVIDE i 1 i i I DOUBLE i i i (2)16d i TRIMMERI AT OPNG'S FACENAIL STUD TO GREATER i THAN 8'-O" i i i i i HEADER < CD S 37 1 i i i i i i AT HEAR 0 i i i i i i WA R 3" SIMPSON A34 TYP �_ 5/8"0 X12" A.B MIN WHERE SHOWN SH. W. SCHEDU TYP. HEADER SCHEDULE (SEE NOTE 1) OPN'G WIDTH HEADER UP TO 6'-0" 4x6 6'-0" TO 8'-0" 4x8 8'-0" TO 10'-0" 4x10 CllY 0 I A /� WSWH-AB SHEAR REINFORCEMENT WSW444 MINIMUM CURB/STEMWALL WSWH-RT EXTERIOR WSWH- T N Ik)kng and u � U-9 A n y PER 5/WSWH1 WHEN WIDTH PER 5/WSWH1 INSTALLATION INSTALLATION N Z �lkREQUIRED. � o SHEAR REINFORCEMENT WSWH-HSR z J 6Y" 6Y" WSWH-HSR_KT PER 5/WSWH1 WHEN DIAMETER AND WSWH-AB d " a REQUIRED. ASSEMBLY Appr LENGTH H H � 1 24 ° 36 PERMI s q(.t. HX .°'d °. '° dd d.° d .. °.d)cx 6Y Q de 6Y" 6Y" HX ON o 0de d4: HS ON HIGH STRENGTH MODELSEXTENSION KIT ° TOP OF 0» a o CONCRETE Z o 6 MIN. d.. a -0' A : 6 MIN. e TOP OF CONCRETE HEAVY HEX NUT FIXED (2) 1" WSWH-AB ja$ HID: IN PLACE ON ALL HEAVY HEX NUT FIXED WSWH-HSR YW YW YW YW WSWH-AB ANCHOR LENGTH IN PLACE ON ALL ate: ol ol BOLTS WSWH ANCHOR BOLTS �� CUT TO LENGTH W W LENGTH le le AS NECESSARY x 1 HIGH STRENGTH ROD SLAB ON GRADE FOUNDATION C URB OR STEMWALL FOUNDATION 6%" 6%" 1%" ASSEMBLY le = ° NOTES HEAVY HEX NUT WSWH-AB le + 0 �� HIGH STRENGTH Tr Tr 1. SEE 2 WSWH1 FOR DIMENSIONS AND ADDITIONAL NOTES. WSWH-AB WSWH-HSR le+6Y" COUPLER NUT I I o 11° ° 0 1° ° / DESIGNER IS PERMITTED TO MODIFY PLATE WASHER o 8 8 2. SEE 5/WSWH1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. DETAILS FOR SPECIFIC CONDITIONS. MINIMUM CURB/STEMWALL 3. MAXIMUM H = le -de. SEE 3/WSWH1 AND 4/WSWH1 FOR le. WIDTH PER 5/WSWH1 0 Cx= 0 o WSWH-AB HEAVY HEX NUT o HIGH STRENGTH COUPLER NUT WSWH-RTB L WSWH-RTPF WSWH-RT WITH - WSWH-AB 0" SHEAR REINFORCEMENT PER 5/WSWH1 WHEN REQUIRED. B RIC K LEDGE PANEL FORM ANCHOR BOLT U 6y°° INSTALLATION INSTALLATION STABILIZERS H n TOP OF CONCRETE °d' d n ° n I I I I I Ir-1 ° .� °. ° n d WSWH PANEL MODEL MODEL NO. DIAMETER LENGTH le WSWH-AB1x24 1" 24" 15Y" WSWH-AB1x24HS 1" 24" 15Y" WSWH12, WSWH-AB1x30 1" 30" 21Y2" WSWH18 AND WSWH24 WSWH-ABlx30HS 1" 30" 21Y" WSWH-AB1x36 1" 36" 27Y" WSWH-AB1x36HS 1" 36" 1 27Y2" y2W 1-2W y2W 1'2W W e ol W WSWH PANEL MODEL NO. DIAMETER LENGTH le MODEL WSWH12, WSWH-HSR1x24KT 1" 24" 17Y2" WSWH18 AND WSWH24 WSWH-HSR1x36KT 1" 36" 29Y2" E e O O 110 00 v / un o ° Z Q 07 fn C) s 3 0 3 U 0 0 o c G Lc)0 0 Cn • • INTERIOR FOUNDATION BRICK LEDGE FOUNDATION (2) 1" WSWH AB (2) 1" WSWH-AB (2) 1" WSWH-A J Q w o STRONG -WALL ° WSWH ANCHORAGE - TYPICAL SECTIONS 1 WSWH ANCHOR BOLTS 3 WSWH ANCHOR BOLT EXTENSION 4 WSWH ANCHOR BOLT TEMPLATES 6 Ln w w ol Lh MIN 11 L 4"MINLIN Lin i STRONG -WALL° SLAB OR CURB AND 3 3" HIGH STRENGTH SURROUNDING FOUNDATION I WOOD SHEARWALL NOT SHOWN FOR CLARITY NOTES 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D, ACI 318-14 CHAPTER 17 AND ACI 318-19 CHAPTER 17 ANCHOR BOLT #3 HAIRPIN, GRADE 60 REBAR (MIN.) #3 TIE, GRADE 60 REBAR (MIN.) ° d WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. YW WSWH-AB 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF WSWH-AB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR FIELD TIE AND SECURE DURING CONCRETE ANCHOR FIELD TIE AND SECURE DURING ° 4 HIGH STRENGTH (HS) (ASTM A193 GRADE 37). PLACEMENT. OVERLAP VARIES WITH BOLT BOLT CONCRETE PLACEMENT. W ° 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C-F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND SPACING. YW Qd .'�" ° ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.3, ACI 318-14 HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT U) SECTION 17.2.3.4.3 AND ACI 318-19 SECTION 17.10.5.3. Cn z ° ° - 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. #3 HAIRPIN (#3 TIE SIMILAR). Y W YW 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. SEE TABLE FOR REQUIRED QUANTITY. Q 2 2 THE DESIGNER MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. ANCHOR BOLT A ANCHOR BOLT #3 HAIRPIN (#3 TIE SIMILAR). 6. REFER TO 1 /WSWH1 FOR de. SEE TABLE FOR REQUIRED QUANTITY. W W FOUNDATION PLAN VIEW - o 1Y" SPACING 1Y2" CLR 1Y" CLR W d (D ui ui ZIE.d 'd ° d .. d " m ° ,Q' d, .a d .d° 9 ° DESIGNER IS PERMITTED TO MODIFYLij d d . ° d DETAILS FOR SPECIFIC CONDITIONS. n 0 z <. WSWH ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB 1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) CRACKED STANDARD 16,000 33 11 17,100 35 12 HIGH STRENGTH 34,100 52 18 36,800 55 19 SEISMIC UNCRACKED STANDARD 15,700 28 10 17,100 30 10 HIGH STRENGTH 33,500 45 15 36,800 48 1 16 CRACKED STANDARD 6,200 16 6 11,400 24 8 17,100 32 11 HIGH STRENGTH 21,100 36 12 27,300 42 14 34,100 48 16 36,800 51 17 WIND UNCRACKED STANDARD 6,400 14 6 12,500 22 1 8 17,100 28 10 HIGH STRENGTH 22,900 33 11 26,400 36 12 34,200 42 14 36,800 44 15 WSWH ANCHORAGE SOLUTIONS FOR 3000 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB 1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) CRACKED STANDARD 16,000 31 11 17,100 33 11 HIGH STRENGTH 33,900 49 17 36,800 52 18 SEISMIC UNCRACKED STANDARD 16,300 27 9 17,100 28 10 HIGH STRENGTH 34,000 43 15 36,800 46 1 16 CRACKED STANDARD 5,600 14 6 10,200 21 7 17,100 30 10 HIGH STRENGTH 20,000 33 11 26,500 39 1 13 33,600 45 15 36,800 48 16 WIND UNCRACKED STANDARD 6,200 13 6 12,800 21 7 17,100 26 9 HIGH STRENGTH 21,800 30 10 28,900 36 12 33,100 1 39 13 36,800 1 42 14 WSWH ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSWH-AB 1 ANCHOR BOLT ASD ALLOWABLE UPLIFT (Ibs) W (in) de (in) CRACKED STANDARD 16,000 27 9 17,100 29 10 HIGH STRENGTH 34,700 44 15 36,800 46 16 SEISMIC UNCRACKED STANDARD 15,700 23 8 17,100 25 9 HIGH STRENGTH 33,900 38 13 36,800 40 1 14 CRACKED STANDARD 6,800 14 1 6 11,600 20 7 17,100 26 9 HIGH STRENGTH 21,400 30 10 28,400 36 12 32,400 39 13 36,800 43 15 WIND UNCRACKED STANDARD 6,800 12 6 12,400 18 6 17,100 23 8 HIGH STRENGTH 22,800 27 9 26,700 30 10 L 30,700 33 11 36,800 37 13 ° d z - . . d U � d Od d L Q W HAIRPIN INSTALLATION SEC TION A 010. (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) U) J a • o -.l W w Of w NAME NOTES DATE 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-19, ACI 318-11 AND ACI 318-14 AND ASSUME MINIMUM 2,500 PSI CONCRETE. 03-16-2021 2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR SCALE BRACED WALL PANEL APPLICATIONS. N.T.S. ., CHECKED STRONG -WALL® HIGH STRENGTH WOOD SHEARWALL SHEAR ANCHORAGE SEISMIC3 WIND MODEL MIN. CURB/ MIN. CURB/ ASD ALLOWABLE SHEAR LOAD, Lt OR 4 (in.) SHEAR REINFORCEMENT STEMWALL WIDTH SHEAR REINFORCEMENT STEMWALL WIDTH V (Ib.) (in) (in.) UNCRACKED CRACKED WSWH12 10Y4 (1) #3 TIE 6 SEE NOTE 7 6 1,080 770 WSWH18 15 (2) #3 HAIRPINS5,6 6 (1) #3 HAIRPIN 6 HAIRPIN REINF. ACHIEVES MAX. ALLOW SHEAR LOAD OF THE WSWH WSWH24 19 (2) #3 HAIRPIN SS 6 (2) #3 HAIRPIN SS 6 J. JtIJMII., IINUIUH I tJ JtIJIVIIU UtJIUIN UH I LUUN T C I r1KUUUr1 F. Ut I Hl,MLU I AND 2 r AMIL T UVVtLLIINhJ IIV JUI, 1, MAT UJt VVIIVU 1AMINUMAUL - -- SOLUTIONS. SEISMIC SHEAR REINFORCEMENT DESIGNS CONFORM TO ACI 318-19, SECTION 17.10.6.3, ACI 318-14, SECTION 17.2.3.5.3 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. SHEET 5. ADDITIONAL TIES MAY BE REQUIRED AT GARAGE CURB OR STEMWALL INSTALLATIONS BELOW ANCHOR REINFORCEMENT PER DESIGNER. 6. USE (1) #3 HAIRPIN FOR WSWH18 WHEN STANDARD STRENGTH ANCHOR IS USED. 7. USE (1) #3 TIE FOR WSWH12 WHEN PANEL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. WSWH 8. #4 GRADE 40 SHEAR REINFORCEMENT MAY BE SUBSTITUTED FOR WSWH SHEAR ANCHORAGE SOLUTIONS. 9. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-19 SECTION 17.9.2, ACI 318-14 SECTION 17.7.2 AND ACI 318-11 SECTION D.8.2. OF SHEETS 10. THE DESIGNER MAY SPECIFY ALTERNATE SHEAR ANCHORAGE. STRONG-WALLR HIGH STRENGTH WOOD SHEARWALL TENSION ANCHORAGE SCHEDULE 2,500, 31000 AND 4,500 PSI 2 STRONG -WALL° WSWH SHEAR ANCHORAGE SCHEDULE AND DETAILS 5 JOB N0. ® MODEL NO.W (in.)H (in.)ANCHOR BOLTS TOTAL WALL WEIGHT (lb.)QUANTITY DIA. (in.) ® ® ® ® GARAGE HEADER ROUGH OPENING HEIGHT MODEL NO.TRIMMED PANEL HEIGHTH CURB ROUGH OPENING HEIGHT ® GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 ® WSWH-TP CONNECTION MODEL NO.FASTENER QUANTITY SWS16150 SDS25600 SECTION VIEW 2X6 OR WIDER FRAMING EDGE DISTANCE FOR SCREWS ® ® ® PLAN VIEW SDS SCREW SPACING QTY. OF SDS14"x6" SCREWS REQ'D. SECTION ® · · · · 1" TO 4" SHIM BLOCK418" TO 12" SHIM BLOCK ® CRIPPLE WALL ® ® ® ® ® ® SECTION 4x FRAMING SECTION 6x FRAMING STRONG-WALL® HIGH STRENGTH WOOD SHEARWALL MODELS 1STRONG-WALL® WSWH MODELS 2SINGLE STORY WSWH ON CONCRETE 4STANDARD INSTALLATION BASE CONNECTION 6TOP CONNECTION 9TOP OF WALL HEIGHT ADJUSTMENTS 5WOOD FLOOR SYSTEM BASE CONNECTION 7BACK-TO-BACK TOP CONNECTION 10TRIM ZONE AND ALLOWABLE HOLES 3ALTERNATE WSWH GARAGE FRONT OPTIONS 8RAKE WALL 11NOTES ® 6 - 4 - 5 - 6 - 6 - 4 - 4 - ALLOWABLE SMALL HOLES FACE AND EDGE DRILL ZONES ALLOWABLE LARGE HOLES IN ADDITION TO ALLOWABLE SMALL HOLES · · · · · ● ● ● WSWH-TP CONNECTION MODEL NO.FASTENER QUANTITY SWS16150 SDS25600 ® SECTION 8x FRAMING ST R O N G - W A L L W S W H FR A M I N G D E T A I L S EN G I N E E R E D D E S I G N S ® WSWH2 N.T.S. 03-16-2021 0 11 - 2 0 - 2 0 2 0 FI R S T R E L E A S E - 2 0 1 8 I B C 1 03 - 1 6 - 2 0 2 1 20 2 1 I B C R E V I S I O N S SI M P S O N S t r o n g - T i e , C o . I n c . TH E R E I S N O E Q U A L TH E R E I S N O E Q U A L STRUCTURAL CALCULATIONS FOR Tea Residence AT 2233 W Hall Ave. Santa Ana, CA 92704 BY Nick Engineering, Inc. 3842 Hendrix Street Irvine, CA 92614 DATE: 07/15/24 REVISED: 10/25/25 DESIGN CRITERIA Design Code: CBC 2022, Chapter 16 ASCE 7-22 UNIT LOADS ROOF DEAD LOADS ROOFING = 5.0 PSF PLYW SHTG = 1.5 PSF FRAMING = 3.5 PSF INSULATION = 1.0 PSF CEILING & MISC = 4.0 PSF DEAD LOAD = 15.0 PSF LIVE LOAD = 20.0 PSF (REDUCIBLE PER CBC 2022, CHAPTER 16) TOTAL LOAD = 35.0 PSF 1 2 3 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 454 @ 22' 3 1/2" 1406 (1.50") Passed (32%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 418 @ 21' 5 1/8" 2531 Passed (17%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2506 @ 11' 3" 3411 Passed (73%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.588 @ 11' 3" 1.196 Passed (L/488) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.907 @ 11' 3" 1.595 Passed (L/317) -- 1.0 D + 1.0 Lr (All Spans) Member Length : 24' 6 1/2" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 5/12 • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50" 3.50" 1.50" 162 300 463 Blocking 2 - Hanger on 11 1/4" DF beam 3.50" Hanger¹ 1.50" 163 302 466 See note ¹ •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 2" o/c Bottom Edge (Lu) 24' 2" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU212Z 1.94" N/A 6-10dx1.5 7-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF) 0 to 22' 7" 16" 10.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ROOF, RR-1 1 piece(s) 2 x 12 DF No.2 @ 16" OC 7/14/2024 1:43:44 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 File Name: 2233 W Hall Ave Page 1 / 1 4 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 5261 @ 9' 11 1/4" 8181 (3.50") Passed (64%) -- 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 2961 @ 8' 8" 10519 Passed (28%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 9032 @ 4' 11 7/16" 23188 Passed (39%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.048 @ 5' 5/16" 0.489 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.085 @ 5' 3/16" 0.651 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Member Length : 11' 7" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD Member Pitch : 0/12 • Deflection criteria: LL (L/240) and TL (L/180). • Overhang deflection criteria: LL (2L/240) and TL (2L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50" 3.50" 1.67" 1714 2192 3906 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.25" 2327 2935 5261 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 7" o/c Bottom Edge (Lu) 11' 7" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF) 0 to 11' 7" N/A 18.8 -- 1 - Uniform (PSF) 0 to 11' 7" (Top) 22' 15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ROOF, RB-1 1 piece(s) 6 x 14 DF No.1 10/24/2025 7:36:03 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 File Name: 2233 W Hall Ave Page 1 / 1 5 Steel Beam LIC# : KW-06013139, Build:20.23.10.02 Nick Engineering Inc. (c) ENERCALC INC 1983-2023 DESCRIPTION:DESIGN OF ROOF BEAM (RB-2) Project File: CALC.ec6 CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis : Major Axis Bending Beam is Fully Braced against lateral-torsional buckling llowable Strength Design Fy : Steel Yield : 36.0 ksi Beam Bracing :E: Modulus : 29,000.0 Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self wei ht calculated and added to loadin Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 18.0 ft, (ROOF) Uniform Load : D = 0.0060, Lr = 0.010 ksf, Tributary Width = 5.0 ft, (CEILING) Point Load : D = 1.714, Lr = 2.192 k @ 19.50 ft, (RB-1) Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.818 : 1 Load Combination +D+L Span # where maximum occurs Span # 1 12.882 k Mn / Omega : Allowable 98.623k-ft Vn/Omega : Allowable W10x45Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 50.904 k Section used for this span W10x45 Ma : Applied Maximum Shear Stress Ratio =0.253 : 1 26.500 ft 80.675k-ft Va : Applied 0 <360 222 Ratio =0 <180 Maximum Deflection Max Downward Transient Deflection 0.782 in 406Ratio = >=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.434 in Ratio = >=180 Max Upward Total Deflection 0 in Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm VnMa Ma Mnx/Omega Cb Va MaMn Vnx/OmegaSegment Length D Only Dsgn. L = 26.50 ft 1 0.371 0.115 36.60 36.60 164.70 98.62 1.00 1.00 5.84 76.36 50.90 +D+Lr Dsgn. L = 26.50 ft 1 0.818 0.253 80.67 80.67 164.70 98.62 1.00 1.00 12.88 76.36 50.90 +D+0.750Lr Dsgn. L = 26.50 ft 1 0.706 0.218 69.66 69.66 164.70 98.62 1.00 1.00 11.12 76.36 50.90 +0.60D Dsgn. L = 26.50 ft 1 0.223 0.069 21.96 21.96 164.70 98.62 1.00 1.00 3.50 76.36 50.90 6 Steel Beam LIC# : KW-06013139, Build:20.23.10.02 Nick Engineering Inc. (c) ENERCALC INC 1983-2023 DESCRIPTION:DESIGN OF ROOF BEAM (RB-2) Project File: CALC.ec6 Steel Section Properties :W10x45 R xx = 2.010 in Depth = 10.100 in R yy = 4.320 in Sw = 23.600 in^4 K1 = 0.813 in Zy = 20.300 in^3 Kdesign = 1.120 in J = 1.510 in^4 Flange Width = 8.020 in Flange Thick = 0.620 in Zx = 54.900 in^3 rea = 13.300 in^2 Weight = 45.273 plf I xx = 248.00 in^4 S xx = 49.10 in^3 Cw = 1,200.00 in^6Web Thick = 0.350 in I yy = 53.400 in^4 S yy = 13.300 in^3 Wno = 19.000 in^2 Qf = 11.300 in^3 rts = 2.270 in Qw = 27.000 in^3 Ycg = 5.050 in 7 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 464 @ 5' 3" 3281 (1.50") Passed (14%) -- 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 364 @ 4' 8" 2888 Passed (13%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 601 @ 2' 7 13/16" 2390 Passed (25%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.021 @ 2' 7 7/16" 0.175 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.036 @ 2' 7 9/16" 0.262 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Member Length : 5' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 1.50" 1.50" 1.50" 191 263 453 None 2 - Trimmer - DF 1.50" 1.50" 1.50" 201 263 464 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 3" o/c Bottom Edge (Lu) 5' 3" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF) 0 to 5' 3" N/A 4.9 -- 1 - Uniform (PSF) 0 to 5' 3" 2' 15.0 20.0 ROOF 2 - Uniform (PSF) 0 to 5' 3" 6' 6.0 10.0 CEILING 3 - Point (lb) 4' N/A 20 -- WALL ABOVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ROOF, HD-1 1 piece(s) 4 x 6 DF No.1 ForteWEB Software Operator Job Notes 10/25/2025 7:16:55 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 File Name: 2233 W Hall Ave Page 1 / 1 8 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 4727 @ 12' 4 1/2" 6563 (3.00") Passed (72%) -- 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 4463 @ 11' 3 1/8" 10044 Passed (44%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 18525 @ 8' 24878 Passed (74%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.226 @ 6' 7 7/16" 0.408 Passed (L/652) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.432 @ 6' 7 3/16" 0.613 Passed (L/340) -- 1.0 D + 1.0 Lr (All Spans) Member Length : 12' 6" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2024 Design Methodology : ASD • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 3.00" 3.00" 1.50" 1607 1611 3218 None 2 - Trimmer - DF 3.00" 3.00" 2.16" 2277 2449 4727 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 6" o/c Bottom Edge (Lu) 12' 6" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF) 0 to 12' 6" N/A 13.0 -- 1 - Uniform (PSF) 0 to 12' 6" 2' 15.0 20.0 ROOF 2 - Uniform (PSF) 0 to 12' 6" 5' 6.0 10.0 CEILING 3 - Point (lb) 8' N/A 20 -- WALL ABOVE 4 - Uniform (PSF) 0 to 12' 6" 1' 50.0 -- DOOR 5 - Point (lb) 8' N/A 2327 2935 Linked from: RB-1, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ROOF, HD-2 1 piece(s) 3 1/2" x 11 7/8" 2.2E Parallam® PSL 10/24/2025 7:53:26 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 File Name: 2233 W Hall Ave Page 1 / 1 9 DESIGN OF NEW FOOTING Allowable soil bearing = 1000 psf roof wall above W D+L = (0.015 + 0.02) 46/2 + (0.02 x 8) 0.965 k/l Footing width req'd = 965 =0.97 ft USE 12" WIDE FOOTING W/ 2-#4 @ TOP & BOT. 10 DESIGN OF (N) FOOTING PAD F1 P HD-2 = 5198 lb Footing Pad area req'd = 5198 =5.20 DESIGN OF (N) FOOTING PAD F2 Footing Pad area req'd = 12880 =12.88 USE 2'-6" SQ x 24" DEEP FOOTING PAD W/ 3-#4 @ BOT. EA. WAY USE 3'-9" SQ x 16" DEEP FOOTING PAD W/ 4-#5 @ BOT. EA. WAY 11 USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error. USGS web services are now operational so this tool should work as expected. 2233 W Hall Ave, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7143168, -117.8990015 Date 7/14/2024, 11:57:13 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.295 MCER ground motion. (for 0.2 second period) S1 0.464 MCER ground motion. (for 1.0s period) SMS 1.554 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.036 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.554 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.665 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.295 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.403 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.771 Factored deterministic acceleration value. (0.2 second) S1RT 0.464 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.502 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.606 Factored deterministic acceleration value. (1.0 second) PGAd 0.726 Factored deterministic acceleration value. (Peak Ground Acceleration) 7/14/24, 11:57 PM U.S. Seismic Design Maps https://www.seismicmaps.org 1/3 12 SEISMIC DESIGN V = WHERE: Grid Line A 920 ( 0.015 + 0.01 ) AREA = 23.0 K V = 0.145 Grid Line B 220 ( 0.015 + 0.01 ) AREA = 5.5 K V = 0.145 Grid Line C 920 ( 0.015 + 0.01 ) AREA = 23.0 K V = 0.145 13 Grid Line 1 220 ( 0.015 + 0.01 ) AREA = 5.5 K V = 0.145 Grid Line 2 1030 ( 0.015 + 0.01 ) AREA = 25.8 K V = 0.145 SHEAR WALL SUMMARY 5950 1419HDU5 HDU5 920 HDU5 1419 HDU5 347 2 320 2 3735 2 320 320 320C 3336 15 222 B 798 6 133 2 A 3336 15 222 2 1 798 13 61 2 14891 14 UP-LIFT (ROOF) WALL @ LINE A 3336 # L = 15 ft 1200 8 15 -1779 # 360 # -1419 # <5645 x 0.75 = 4233 # WALL @ LINE B 798 # L = 6 ft 480 8 6 -1064 # 144 # -920 # <5645 x 0.75 = 4233 # WALL @ LINE C 3336 # L = 15 ft 1200 8 15 -1779 # 360 # -1419 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 15 WALL @ LINE 1 368 # L = 6 ft 480 8 6 -491 # 144 # -347 # <5645 x 0.75 = 4233 # WALL @ LINE 2 3735 # L = 2 ft 160 8 2 -14939 # 48 # -14891 # < 31715 # USE WSWH24 USE HDU5 ON 4x POST 16 17