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HomeMy WebLinkAboutHISTORIC-1220 W Second St & Unit #2 - PlanCERTIFICATE NO. 100085 SANTA ANA UNIFIED SCHOOL DISTRICT SCHOOL FACILITIES FEE CERTIFICATION OF COMPLIANCE AND RECEIPT FOR PAYMENT FOR Project Number:PRJ-3968917 Project Request ID:G9E37TJCRW Request Contact:JAIME COSTILLA (CONTRACTOR) Job Location / Address: 1220 W Second St, Santa Ana, CA 92703 Permit Issuing Office: City of Santa Ana This is to certify that all fees due to the Santa Ana Unified School District under Provision of Government Code Section 65995 as a prerequisite to the issuance of a Building Permit have been received, based on the above referenced information, this Certification is hereby Executed. PMT-318691 Address Development Type Construction Type Square Feet 1220 W Second St, Santa Ana, CA 92703 Residential Accessory Dwelling Unit (ADU) 500 Permit Number 101126266 Plan Check Number 101126266 318691-Residential Accessory Dwelling Unit (ADU) fees as required in the amount of:$2,585.00 ($5.17 [Rate] x 500 [Square Footage]) Developer Fees Paid:$2,585.00 Payment Method: ECHECK: xxxx 6055 Payment Date: 05/04/2026 03:11 pm Julie Molloy School District Representative Date: 05/04/2026 NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES Pursuant to Section 66020 of the California Government Code and other applicable law, you have a period of ninety (90) days from the date of payment of school fees, mitigation payments or other extractions to protest the validity thereof. This ninety (90) day period commences upon such payment of performance of any other requirement as provided in Section 66020. Any such protest must be in writing and received by the Santa Ana Unified School District within ninety (90) calendar days of the date of the School District Certification above. WEST 2ND STREET (E) MAIN HOUSE 51.50' PROPERTY LINE 51.50' PROPERTY LINE 12 2 . 0 0 ' P R O P E R T Y L I N E 12 2 . 0 0 ' P R O P E R T Y L I N E TO NEW ADU CONVERSION (E) GARAGE (E ) C O N C R E T E DR I V E W A Y (E) PORCH 1220 W. 2ND ST. 1220 W. 2ND ST. UNIT 2 DEMOLISHED PATIO COVER (E) UNPERMITED TO BE SITE PLAN FRAMING LUMBER BUILDING ANALYSIS SHEET INDEX VICINITY MAP LEGAL DESCRIPTION BUILDING CODE LOT COVERAGE GENERAL REQUIREMENTS CONCRETE REINFORCING STEEL ELECTRICAL SCOPE OF WORK APN#.- 008-131-09 PROJECT SITE BUILDING SUMMARY A.-EXISTING LIVING AREA (MAIN HOUSE) :1,181.86 S.F. G.-ADU (500.00 S.F.) TO SFD (1,181.86 S.F.) RATIO :42.30% S.F. B.-(E)FRONT PORCH :86.41 S.F. C.-(E) GARAGE TO NEW ADU :500.00 S.F. D.-(E) UNPERMITTED PATIO COVER TO BE DEMOLISHED :113.52 S.F. NOTES : 01 SIGNATURES DATE A APRIL 9, 2026 DIMENSIONS INDICATED SCALE FT. BY: H C PROJECT Contact OWNER'S /REP. NAME AND ADDRESS: B C TDPLANOS & ASSOCIATES GERARDO J. GALVEZ tdplanos&associates T D P L A N O S CONTENT: Cel. (951) 536 2624 technodrafting@gmail.com GRAPHIC SCALE 1.00ft 3.00ft 2.00yd D K E F G I 25006 NOTICE : REPRODUCED OR COPIED IN ANY FORM WITHOUT THE THESE DRAWINGS AND LAYOUTS ARE NOT TO BE WRITTEN PERMISSION OF TD PLANOS & ASSOCIATES WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE AND CONDITIONS SHOWN BY THESE DRAWINGS. SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS DRAFTING SERVICE. GARAGE ARTURO GALVEZ drafting services Rialto, Ca. 92376 19453 Tahoe St. Southern California USA. (714)425-0579 HECTOR ROJAS -General Notes -Site Plan -Vicinity Map SANTA ANA, CA. 92703 1220 W. 2ND ST. UNIT 2 E JREV. :DATE : CONVERSION TO NEW ADU hectorrojas1220w@gmail.com TRANSIT STOP PROXIMITY -Landscape APRIL 7, 2026 E.- NEW TOTAL LIVING AREA :1,681.86 S.F. F.- TOTAL COVERED AREA :1,768.27 S.F. (E) FLOOR PLAN (E) Garage HGT:8'-0" (E) ROOF PLAN (E) SOUTH ELEVATION(E) NORTH ELEVATION (E) EAST ELEVATION (E) WEST ELEVATION 01 DATE A DIMENSIONS INDICATED SCALE FT. BY: C PROJECT Contact OWNER'S /REP. NAME AND ADDRESS: B A TDPLANOS & ASSOCIATES GERARDO J. GALVEZ tdplanos&associates T D P L A N O S HECTOR ROJAS (714)425-0579 CONTENT: GRAPHIC SCALE 1.00ft 3.00ft 2.00yd D K E F G 25006 SANTA ANA, CA. 92703 1220W 2ND. ST. UNIT 2 ARTURO GALVEZ - Floor plan Existing GARAGE drafting services Rialto, Ca. 92376 19453 Tahoe St. Cel. (951) 536 2624 technodrafting@gmail.com Southern California USA. - Roof plan - Elevations SIGNATURES H INOTICE : REPRODUCED OR COPIED IN ANY FORM WITHOUT THE THESE DRAWINGS AND LAYOUTS ARE NOT TO BE WRITTEN PERMISSION OF TD PLANOS & ASSOCIATES WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE AND CONDITIONS SHOWN BY THESE DRAWINGS. SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS DRAFTING SERVICE. JREV. :DATE : CONVERSION TO NEW ADU WALL LEGEND hectorrojas1220w@gmail.com APRIL 9, 2026 APRIL 7, 20265 WALL LEGEND WINDOW LEGEND 02 DATE A DIMENSIONS INDICATED SCALE FT. BY: C PROJECT Contact OWNER'S /REP. NAME AND ADDRESS: B A TDPLANOS & ASSOCIATES GERARDO J. GALVEZ tdplanos&associates T D P L A N O S CONTENT: GRAPHIC SCALE 1.00ft 3.00ft 2.00yd D K E F G 25006 ARTURO GALVEZ - Floor plan Proposed GARAGE drafting services Rialto, Ca. 92376 19453 Tahoe St. Cel. (951) 536 2624 technodrafting@gmail.com Southern California USA. - Roof plan - Elevations SIGNATURES H INOTICE : REPRODUCED OR COPIED IN ANY FORM WITHOUT THE THESE DRAWINGS AND LAYOUTS ARE NOT TO BE WRITTEN PERMISSION OF TD PLANOS & ASSOCIATES WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE AND CONDITIONS SHOWN BY THESE DRAWINGS. SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS DRAFTING SERVICE. JREV. :DATE : CONVERSION TO NEW ADU PROPOSED NORTH ELEVATION CL. Bedroom 1 HGT:8'-0" Kitchen HGT:8'-0" Bath HGT:8'-0" WASHER DRYER Living Room HGT:8'-0" (N)22X30 ATTIC ACCESS PROPOSED FLOOR PLAN ATTIC CROSS VENTILATION PROPOSED ROOF PLAN A A- 0 2 A' A- 0 2 HECTOR ROJASS TV S SS GFCI GFCI GFCI GFCI GFCI GFCI S WP / GFCI S GFCI S 50 CFM S CM CM S GFCI/WP GFCI 220V H V ELECTRICAL LEGEND S S3 DS S TV AFCI (N)MINI SPLIT (N)MINI SPLIT (N ) M I N I S P L I T CO N D E N S O R - Section (714)425-0579 SANTA ANA, CA. 92703 1220W 2ND. ST. UNIT 2 hectorrojas1220w@gmail.com AREA CALCULATION COMMON/PRIVATENOTE: ALL WINDOWS ELEVATIONS ARE DRAWN AS SEEN FROM THE INSIDE OF THE BUILDING ALL DOOR ELEVATIONS ARE DRAWN AS SEEN FROM OUTSIDE W-01 W-02 W-03 D-02D-01 D-03 NEW WINDOWS SCHEDULE W-01 W-02 W-03 No.Size Zone 3030 4040 2020 Total Tempered Kitchen Living / BDRM Bathroom1 3 1 No Yes U-Factor SHGC 0.3 0.23 0.3 0.23 0.3 0.23 Yes NEW DOORS SCHEDULE D-01 D-02 D-03 No.Size Zone 3068 3068 Total Opens Bedroom / Bathroom2668 1 Main Entrance-Living Room 1 Hall 2 In/Left Both In/Right W-01 W-02 W-02 W-03 W-02 DR-01 DR-02DR-02 DR-03 - Window & Door schedulePROPOSED ELECTRICAL PLAN NOTES: APRIL 9, 2026 APRIL 7, 20265 D-04 A-02 D-04 A-02 DETAIL D-04 RATED MATERIAL 1HR FIRE RESISTANT EXTERIOR WALL CONSTRUCTION ASSEMBLY WEEP SCREED EXTERIOR WALL CONSTRUCTION ASSEMBLY WATER RESISTIVE BARRIER PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION SECTION A-A' Bedroom 1 HGT:8'-0" Kitchen HGT:8'-0" PROPOSED SOUTH ELEVATION D-FS FIRE & SOUND RATED COMMON WALL CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. NOTE: Builder / Contractor shall submit documentation to the building inspector showing that all plumbing fixtures comply with the Cal Green Residential Mandatory Measures.03 DATE A DIMENSIONS INDICATED SCALE FT. BY: C PROJECT Contact OWNER'S /REP. NAME AND ADDRESS: B A TDPLANOS & ASSOCIATES GERARDO J. GALVEZ tdplanos&associates T D P L A N O S CONTENT: GRAPHIC SCALE 1.00ft 3.00ft 2.00yd D K E F G 25006 ARTURO GALVEZ GARAGE drafting services Rialto, Ca. 92376 19453 Tahoe St. Cel. (951) 536 2624 technodrafting@gmail.com Southern California USA. SIGNATURES H INOTICE : REPRODUCED OR COPIED IN ANY FORM WITHOUT THE THESE DRAWINGS AND LAYOUTS ARE NOT TO BE WRITTEN PERMISSION OF TD PLANOS & ASSOCIATES WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE AND CONDITIONS SHOWN BY THESE DRAWINGS. SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS DRAFTING SERVICE. JREV. :DATE : CONVERSION TO NEW ADU HECTOR ROJAS CAL GREEN- Residential Mandatory Measures (714)425-0579 SANTA ANA, CA. 92703 hectorrojas1220w@gmail.com 1220W 2ND. ST. UNIT 2 APRIL 9, 2026 APRIL 7, 20265 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) NOTE: Builder / Contractor shall submit documentation to the building inspector showing that all plumbing fixtures comply with the Cal Green Residential Mandatory Measures.04 DATE A DIMENSIONS INDICATED SCALE FT. BY: C PROJECT Contact OWNER'S /REP. NAME AND ADDRESS: B A TDPLANOS & ASSOCIATES GERARDO J. GALVEZ tdplanos&associates T D P L A N O S CONTENT: GRAPHIC SCALE 1.00ft 3.00ft 2.00yd D K E F G 25006 ARTURO GALVEZ GARAGE drafting services Rialto, Ca. 92376 19453 Tahoe St. Cel. (951) 536 2624 technodrafting@gmail.com Southern California USA. SIGNATURES H INOTICE : REPRODUCED OR COPIED IN ANY FORM WITHOUT THE THESE DRAWINGS AND LAYOUTS ARE NOT TO BE WRITTEN PERMISSION OF TD PLANOS & ASSOCIATES WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE AND CONDITIONS SHOWN BY THESE DRAWINGS. SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTORS DRAFTING SERVICE. JREV. :DATE : CONVERSION TO NEW ADU HECTOR ROJAS CAL GREEN- Residential Mandatory Measures (714)425-0579 SANTA ANA, CA. 92703 hectorrojas1220w@gmail.com 1220W 2ND. ST. UNIT 2 APRIL 9, 2026 APRIL 7, 20265 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: _________________________________________ Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 1 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 GENERAL INFORMATION 01 Project Name PRJ-25-0290 02 Run Title Title 24 Analysis 03 Project Location 1220 W 2nd St 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92703 07 Software Version EnergyPro 9.4 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)0 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1 14 Addition Cond. Floor Area (ft2)500 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)0.01 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)500.01 19 Glazing Percentage (%)13.40% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 500 22 Fuel Type Natural gas 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 0.01 500 500.01 0 1 1 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 05 06 07 08 Zone Name Existing Area (excl. new addition) (ft2) ADU Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 0.01 500 500.01 0 1 1 Detached 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 2 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 3 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 1.3 0 1.49 0 -0.19 Space Cooling 0 46.07 0 35.4 0 10.67 IAQ Ventilation 0 4.9 0 4.9 0 0 Water Heating 0 54.05 0 49.36 0 4.69 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 106.32 0 91.15 0 15.17 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 10.96 0 10.96 Appl. & Cooking 0 80.89 0 80.79 Plug Loads 0 73.54 0 73.54 Outdoor Lighting 0 1.98 0 1.98 TOTAL COMPLIANCE 0 273.69 0 258.42 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 4 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 40.07 38.02 2.05 5.12 Net EUI2 40.07 38.02 2.05 5.12 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Kitchen range hood •Verified EER/EER2 •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned Mini-Split1 500 9 DHW Sys 1 New 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 5 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Left Wall ADU R-15 Wall 90 Left 160 20 90 Extension New Right Wall ADU R-15 Wall 270 Right 160 16 90 Extension New Front Wall ADU R-15 Wall 0 Front 200 45 90 Extension New Rear Wall ADU R-15 Wall 180 Back 200 6 90 Extension New Roof Attic ADU R-38 Roof Attic n/a n/a 500 n/a n/a New ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Left Win Window Left Wall Left 90 1 20 0.3 NFRC 0.23 NFRC Bug Screen Right Win Window Right Wall Right 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen Front Win Window Front Wall Front 0 1 25 0.3 NFRC 0.23 NFRC Bug Screen Rear Win Window Rear Wall Back 180 1 6 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Front Door Front Wall 20 0.2 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 6 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade ADU 500 80 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.089 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: Wood Siding/sheathing/decking Attic RoofADU Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 R-38 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 7 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location DHW Heater 1 Gas Consumer Instantaneo us 1 0 UEF 0.92 Btu/Hr 200000 0 n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Mini-Split1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 8 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 VCHP-ductless 1 HSPF 8 24000 20000 EERSEER 16 13 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Required Required Yes No Yes Yes VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 30 0.35 Exhaust No n/a / n/a No Yes 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:PRJ-25-0290 Calculation Date/Time:2025-04-25T18:07:00-07:00 (Page 9 of 9) Calculation Description:Title 24 Analysis Input File Name:PRJ-25-0290.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-04-25   18:07:07 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone:   Edgar Lopez Title 24 Consultants.Net 04/25/2025 11595 Autumn Sage Ave R19-23-30161 Jurupa Valley, CA 91752 951-830-2018 Edgar Lopez Title 24 Consultants.Net 04/25/2025 11595 Autumn Sage Ave Jurupa Valley, CA 91752 951-830-2018 425-P010126726A-000-000-0000000-0000 04/25/2025 18:08 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 FOUNDATION WALL FRAME DIAPHRAGM FRAMING PLAN FOUNDATION PLAN Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 GRAPHIC SCALE 1 ft 3 ft 5 ft SCALE:1/4'' = 1'-0'' 2 ft FOUNDATION NOTES FRAMING NOTES PAD FOOTING SCHEDULE Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 NOTES: 1) 2) 3) 4) 5) 6) 7) ALL NAILING ALONG INTERMEDIATE FRAMING MEMBERS IS TO BE 10d COMMON @ 12" o.c. SHEAR VALUES ARE BASED ON STUDS SPACED @ 16" o.c. FOR 2 SIDED SHEATHING, PANEL EDGES SHALL BE OFFSET TO FALL ON DIFFERENT MEMBERS, OR 3x NOMINAL MEMBERS ARE REQUIRED. FRAMING SHALL BE 3x NOMINAL ALONG ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. RIM OR BLOCKING BELOW SHALL BE 4x NOMINAL ATTACHED FLAT-WISE BETWEEN STUDS. SIMPSON CLIPS OR EQUAL FROM 2nd FLOOR BLOCKING TO TOP PLATES ARE REQUIRED. STRUCTURAL OBSERVATION REQUIRED BY ENGINEER OF RECORD. VERTICAL SHEAR PANEL SCHEDULE: SHEAR WALL TYPE VERTICAL PLYWOOD SHEATHING & NAILING SIMPSON CONNECTORS 15/32" STRUCT I PLY, (1) SIDE w/ 10d COMMON @ 6" o.c. ALL PANEL EDGES A35/LTP4 @ 16" o.c.340 plf P.T. SILL PLATE THICKNESS & SILL BOLTING ALLOWABLE SHEAR A35/LTP4 @ 12" o.c. A35/LTP4 @ 10" o.c. A35/LTP4 @ 8" o.c. OR 16" o.c EACH SIDE A35/LTP4 @ 6" o.c. OR 12" o.c EACH SIDE A35/LTP4 @ 4" o.c. OR 8" o.c EACH SIDE A35/LTP4 @ 4" o.c. OR 8" o.c EACH SIDE (10d @ 6,6,6,12) 15/32" STRUCT I PLY, (1) SIDE w/ 10d COMMON @ 4" o.c. ALL PANEL EDGES (10d @ 4,4,4,12) 15/32" STRUCT I PLY, (1) SIDE w/ 10d COMMON @ 3" o.c. ALL PANEL EDGES (10d @ 3,3,3,12) 15/32" STRUCT I PLY, (1) SIDE w/ 10d COMMON @ 2" o.c. ALL PANEL EDGES (10d @ 2,2,2,12) 15/32" STRUCT I PLY, (2) SIDES w/ 10d COMMON @ 4" o.c. ALL PANEL EDGES (10d @ 4,4,4,12) 15/32" STRUCT I PLY, (2) SIDES w/ 10d COMMON @ 3" o.c. ALL PANEL EDGES (10d @ 3,3,3,12) 15/32" STRUCT I PLY, (2) SIDES w/ 10d COMMON @ 2" o.c. ALL PANEL EDGES (10d @ 2,2,2,12) 2x NOMINAL 5 8" DIAM. @ 32" o.c. 3x NOMINAL 5 8" DIAM. @ 32" o.c. 3x NOMINAL 5 8" DIAM. @ 24" o.c. 3x NOMINAL 5 8" DIAM. @ 24" o.c. 3x NOMINAL 3 4" DIAM. @ 16" o.c. 3x NOMINAL 3 4" DIAM. @ 24" o.c. 3x NOMINAL 3 4" DIAM. @ 16" o.c. 383 plf 499 plf 653 plf 766 plf 998 plf 1306 plf SOLE PLATE/ SILL PLATE SIMPSON SCREWS SDS25800 @ 24" O.C. SDS25800 @ 16" O.C. SDS25800 @ 12" O.C. SDS25800 @ 10" O.C. SDS25800 @ 8" O.C. SDS25800 @ 6" O.C. SDS25800 @ 4" O.C. N.A. N.A. N.A. Engineering FJP ENGINEERING P.O. BOX 8401 LA VERNE, CA 91750 FJP Engineering P.O. Box 8401 La Verne, CA 91750 fjpengineering@gmail.com 562.805.7209 STRUCTURAL CALCULATIONS for Rojas Garage ADU at 1220 W. 2nd Street Santa Ana, CA 92703 Submitted to Mr. Gerardo Galvez Date: Page 1 of 29 1.0 Design Criteria 2.0 LOADS 3.0 Beams 4.0 Lateral Analysis 5.0 Foundation Calculation Index FJP Engineering Page 2 of 29 FJP Engineering JOB NO:25.06 SHEET NO: JOB NAME: ENGINEER:FJP Engineering DATE:Apr. 2025 ANALYSIS:General Design Criteria I.Code A. Design based on the 2022 Califorinia Building Code II.Lateral Loads Seismic: See next page III.Allowable Stresses A. Steel All steelShapes shall conform with ASTM A501……………………………………………………………………………….Fy = 50 ksi All Miscellaneous steel shall conform with A36…………………………………………………………………………….Fy = 36 ksi Structural Tubing shall conform with ASTM A500…………………………………………………………………………….Fy = 46 ksi B. Concrete Footings ............................................................................................................f 'c = 2,500 psi at 28 Days Slab on grade…………………………………………………………. f 'c = 2,500 psi at 28 Days Walls…………………………………………………………. f 'c =2,500 psi at 28 Days C. Reinforcing Steel Slabs & Footings ....................................................................................... ASTM A615, Fy = 60 ksi D. Soil Code based allowable soil bearing pressure of 1500 psf Rojas Garage ADU Page 3 of 29 FJP Engineering Seismic Parameters from ASCE Hazard Online Tool Page 4 of 29 JOB NO:25.06 SHEET NO: JOB NAME: ENGINEER:FJP Engineering DATE:Apr. 2025 ANALYSIS:Vertical Roof Loads Load on Horizontal Projection Dead Loads Description Loads Roofing 10.00 Sheathing (15/32" " CDX) 2.00 Framing 2.00 Insulation 1.00 Gypboard 2.25 Mechanical & Elec 1.50 Miscellaneous 1.25 20.00 psf Live Load 20.0 psf Exterior Walls Dead Loads Description Loads Stucco 8.00 Sheathing (1/2" CDX) 1.50 Framing 1.20 Insulation 1.25 Gypboard 2.50 Miscellaneous 1.55 16.00 psf Interior Walls Dead Loads Description Loads Framing 1.20 Insulation 1.25 Gypboard 5.00 Miscellaneous 1.55 9.00 psf Rojas Garage ADU FJP Engineering 4/21/2025 1-FJP_General_Rojas_ADU/ Loads Page 5 of 29 JOB NO:25.06 SHEET NO: JOB NAME:Rojas Garage ADU ENGINEER:FJP Engineering DATE:Apr. 2025 ANALYSIS:Lateral SEISMIC MASS CALCULATION ROOF SEISMIC MASS UNIT WEIGHT (PSF)AREA( FT2) LENGTH (FT)HEIGHT (FT) WEIGHT (KIPS) ROOF LEVEL (Residence) ROOF 20 608.6 12.17 EXTERIOR WALLS 16 50 40.0 8 10.5 13.12 INTERIOR WALLS 9 41 8 2.952 28.2 4/21/2025 1-FJP_General_Rojas_ADU/Lateral Mass Calculations Page 6 of 29 FJP Engineering Page: P.O. Box 8401 Project: La Verne, CA 91750 562.805.7209 Wind Loads on MWFRS (Envelope Method per ASCE 7) Structural Layout Number of stories = Ridge height = Eave height = ft Roof angle = degrees Mean roof height, h = ft Ave. plate ht (FL1) = ft Bldg. length, Llong =(see fig) Bldg. length, Lshort =(see fig) Ref. ASCE 7-16 Fig. 28.5-1 a = ft 2a = ft From Enercalc: Note: pos. = pushing; neg. = pulling Horizontal Pressures (Case A):Horizontal Pressures (Case B; q = 0; Footnote 3): Zone A = psf Zone C =psf Zone A =psf Zone C =psf Zone B = psf Zone D =psf Vertical Pressures: Zone E = psf Zone G =psf Zone F = psf Zone H =psf Overhangs: Zone Eoh =psf Zone Goh =psf Gable end area = Ht. of Gable Zone A, "a" away from corner = ft Areas (Case A):Areas (Case B): Zone A:Zone C: Zone A: Zone C: Zone B:Zone D: Minimum: Total Horiz. Wind Force (Case A) = lbs = kips (unfactored) kips Total Horiz. Wind Force (Case B) = lbs =kips (unfactored) kips Thus, Total Horiz. Wind Force (Case A) =kips (unfactored) 16 psf on A&C; 8 psf on B&D Thus, Total Horiz. Wind Force (Case B) =kips (unfactored) 16 psf on A&C 25.0 ft Rojas Garage ADU 1 13.0 ft 8 22.6 10.5 Eave Height 8 20.0 ft 3 6 19.8 13.2 14.3 9.5 -5.2 -2.9 -17.2 -12.0 -12.0 -9.1 -24.1 -9.1 185 ft2 9.25 ft2 159.1 ft2 15 ft2 47.5 ft2 48 ft2 152 ft2 25.87 2741 2.7 3.7 1881.691 1.9 3.0 3.7 3.0 © FJP Engineering All Rights Reserved Page 7 of 29 LATERAL FORCESPROJECT NAME: ADDRESS: Job No: CALCULATED BY:FJP LATERAL FORCES @ LEVEL TRANSVERSE: GRID LINE:AREA1 AREA2 AREA3 AREA4 AREA5 AREA6 AREA7→∑1,2..=609 0 0 0 0 0 0 0.50 4.52 1.00 2.260 ∑ALL AREAS=609 Adist-1 =0.50 Adist-2 = →∑1,2..=609 0 0 0 0 0 0 0.50 4.52 1.00 2.260 ∑ALL AREAS=609 Adist-1 =0.50 Adist-2 = →∑1,2..=341 0.57 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =+ →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =0.000 →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 = →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 = →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 = TRANSVERSE: →∑1,2..=609 0 0 0 0 0 0 0.50 4.52 1.00 2.260 ∑ALL AREAS=609 Adist-1 =0.50 Adist-2 = →∑1,2..=609 0 0 0 0 0 0 0.50 4.52 1.00 2.260 ∑ALL AREAS=609 Adist-1 =0.50 Adist-2 = →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 = →∑1,2..=0.00 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 = →∑1,2..=0.00 2.92 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =+ →∑1,2..=0.00 0.70 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =0.000 →∑1,2..=0.00 27.02 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =+ →∑1,2..=0.00 0.70 1.00 0.000 ∑ALL AREAS=299 Adist-1 =0.50 Adist-2 =0.000 Rojas ADU 1220 W. 2nd St., Santa Ana, CA 92703 25.06 ROOF FORCES DISTRIBUTION AREA (SQ. FT) FROM KEY-SHEAR PLAN TOTAL DISTRI B AREA SEISMIC /WIND (kips) AREAR ATIO (FT/FT) KIPS Page 8 of 29 LATERAL FORCES PROJECT NAME: ADDRESS: Job No: CALCULATED BY:FJP LAYOUT LEVEL Rojas ADU 1220 W. 2nd St., Santa Ana, CA 92703 25.06 ROOF Page 9 of 29 ASCE 7-16 Seismic Base Shear LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Seismic Base Shear Analysis FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion Risk Category ASCE 7-16, Page 4, Table 1.5-1 Calculations per ASCE 7-16 "II" : All Buildings and other structures except those listed as Category I, III, and IV Risk Category of Building or Other Structure : Seismic Importance Factor =1 ASCE 7-16, Page 5, Table 1.5-2 Specific Description: ADU USER DEFINED Ground Motion ASCE 7-16 11.4.2 Max. Ground Motions, 5% Damping : S =1.297 Longitude =0.000 deg West S Latitude =0.000 g, 0.2 sec response deg North S 0.46201 g, 1.0 sec response= For the closest datapoint grid location . . . Site Class, Site Coeff. and Design Category Classification:ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fa =1.20 Fv =1.84 Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.556=MS S = Fv * S1 =0.849M1 ASCE 7-16 Eq. 11.4-2 Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =1.038DSMS =0.566 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1M1 Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D (By Default per 11.4.3) Resisting System ASCE 7-16 Table 12.2-1 Basic Seismic Force Resisting System . . .Bearing Wall Systems 15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance. NOTE! See ASCE 7-16 for all applicable footnotes. Building height Limits :Response Modification Coefficient " R "=6.50 Category "A & B" Limit:No LimitSystem Overstrength Factor " Wo "=2.50 Category "C" Limit:No LimitDeflection Amplification Factor " Cd "=4.00 Category "D" Limit:Limit = 65 Category "E" Limit:Limit = 65 Category "F" Limit:Limit = 65 Lateral Force Procedure ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8 Use ASCE 12.8-7Determine Building Period Structure Type for Building Period Calculation :All Other Structural Systems " Ct " value 0.020= " x " value " hn " : Height from base to highest level =13.0 ft " Ta " Approximate fundemental period using Eq. 12.8-7 : 8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec Ta = Ct * (hn ^ x) =0.137 0.75 sec = Building Period " Ta " Calculated from Approximate Method selected=0.137 Page 10 of 29 ASCE 7-16 Seismic Base Shear LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Seismic Base Shear Analysis FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion " Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1 S : Short Period Design Spectral ResponseDS =1.0381.038 From Eq. 12.8-2, Preliminary Cs =0.160 Upper limit on SDS =0.000 SDS used for CS calc =1.038 " R " : Response Modification Factor =6.500 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed 0.636= " I " : Seismic Importance Factor =1 From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.046 =Cs : Seismic Response Coefficient 0.1596 Seismic Base Shear ASCE 7-16 Section 12.8.1 W ( see Sum Wi below ) =28.30 kCs =0.1596 from 12.8.1.1 Seismic Base Shear V = Cs * W =4.52 k Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3 " k " : hx exponent based on Ta =1.00 Table of building Weights by Floor Level... Wi : Weight Hi : Height (Wi * Hi^k)Cvx Fx=Cvx * V Sum Story Shear Sum Story MomentLevel # 1 28.30 8.00 226.40 1.0000 4.52 4.52 0.00 Sum Wi =28.30 k Total Base Shear =4.52 k Base Moment = 226.40 k-ftSum Wi * Hi = 36.1 k-ft Diaphragm Forces : Seismic Design Category "B" to "F"ASCE 7-16 12.10.1.1 Level #Wi Fi Fpx : MaxFpx : CalcdSum Fi Sum Wi Fpx Dsgn. ForceFpx : Min 1 28.30 4.52 4.52 28.30 4.52 5.87 11.75 5.87 5.87 Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sum of "Lat. Force" of current level plus all levels above 0.20 * S * I * WpxMIN Req'd Force @ Level . . . . . . . . . .DS DSMAX Req'd Force @ Level . . . . . . . . . .0.40 * S * I * Wpx Fpx : Design Force @ Level . . . . . . . . . .Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Page 11 of 29 ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Wind on Garage ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 ENERCALC Cloud Project ID: 266943 Project Descr:Detached garage ADU conversion Calculations per ASCE 7-16General Design Values 95.0 Roof Slope Angle 20 Exposure B 10.50 10.0 Gable Roof > 7 to 20 psf Topographic Factor Kzt per 26.8 1.00 20.0LHD : Least Horizontal Dimension ft a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))3.00 ft Effective Wind Area of Component & Cladding V : Basic Wind Speed per Sect 26.5-1 or 2 mph Roof pitch for cladding pressuredegrees ft^2 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed Exposure Category per 26.7 MRH : Mean Roof Height ft Lambda MWFRS: per Figure 26.5-1 1.00 User specified minimum design pressure 0.82Lambda Component & Cladding : per Figure 30.4-1 Main Force Resisting System Values Component & Cladding Values Design Wind Pressures Horizontal Pressures . . . Zone: A =19.80 psf Zone: C =13.20 psf Zone: B =-5.20 psf Zone: D =-2.90 psf Vertical Pressures . . . Zone: E =-17.20 psf Zone: G =-12.00 psf Zone: F =-12.00 psf Zone: H =-9.10 psf Overhangs . . . Zone: Eoh =-24.10 psf Zone: Goh =-18.80 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf, while assuming ps for Zones E, F, G, and H are equal to 0 psf. Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.4-1Component & Cladding Design Wind Pressures Zone 1 Positive 8.036 psf Negative -24.600 psf Zone 2 ***psf*** psf Zone 3 *** psf *** psf Wall Zone 4 :13.284 -14.432 psf Wall Zone 5 :13.284 psf-17.794 psf *** psf ***psf Roof Pressures Negative psf Wall Pressures Overhang Pressures Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'psf psf psf psf psf psf psf psf Zone 1 Zone 2 Zone 3 Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'****** 8.036 -24.600 8.036 -35.916 8.036 -35.916 8.036 -35.916 '*** : There is no value in Figure 30.4-1 Tabular Values 8.036 -42.640 -28.208 *** -39.524 -39.524 -39.524 -46.248 -54.120 Page 12 of 29 FJP Engineering Page: P.O. Box 8401 Project: La Verne, CA 91750 562.805.7209 Wind Pressures on Building Rojas Garage ADU 0 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 16 18 He i g h t ( f t ) Pressure (psf) Wind Pressures (Case A) Ext. (A,B)Int. (C,D) 0 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 16 18 He i g h t ( f t ) Pressure (psf) Wind Pressures (Case B) Ext. (A)Int. (C) © FJP Engineering All Rights Reserved Page 13 of 29 Wood Beam LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:CJ: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion CODE REFERENCES Calculations per NDS 2018, IBC 2021 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Completely Unbraced Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 2x8 Span = 10.0 ft 1 2 D(0.02666) Lr(0.02666) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 1.333 ft, (CEILING) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.667: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.000 ft 32.48 psi= = 913.07 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.144 : 1 0.000 ft= = 608.65 psi Maximum Deflection 1515 <240 757 Ratio =0 <180 Max Downward Transient Deflection 0.079 in 0 Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.158 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 0.76Length = 10.0 ft 1 0.360 0.100 0.90 1.200 1.151.00 1.00 0.33 304.3 846.3 0.12 162.01.00 16.21.00 0.76+D+Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 0.59Length = 10.0 ft 1 0.667 0.144 1.25 1.200 1.151.00 1.00 0.67 608.6 913.1 0.24 225.01.00 32.51.00 0.59+D+0.750Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 0.59Length = 10.0 ft 1 0.583 0.126 1.25 1.200 1.151.00 1.00 0.58 532.6 913.1 0.21 225.01.00 28.41.00 0.59+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 0.47Length = 10.0 ft 1 0.195 0.034 1.60 1.200 1.151.00 1.00 0.20 182.6 936.5 0.07 288.01.00 9.71.00 . Page 14 of 29 Wood Beam LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:CJ: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr1 0.1583 5.036 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.267 0.267 Max Upward from Load Combinations 0.267 0.267 Max Upward from Load Cases 0.133 0.133 D Only 0.133 0.133 +D+Lr 0.267 0.267 +D+0.750Lr 0.233 0.233 +0.60D 0.080 0.080 Lr Only 0.133 0.133 Page 15 of 29 Wood Beam LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:HDR1: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion CODE REFERENCES Calculations per NDS 2018, IBC 2021 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Completely Unbraced Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 4x8 Span = 5.0 ft 1 2 D(0.1) Lr(0.2) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 10.0 ft, (CEILING) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.253: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 2.500 ft 33.66 psi= = 1,449.97 psi 4x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 4x8 Maximum Shear Stress Ratio 0.150 : 1 0.000 ft= = 366.91 psi Maximum Deflection 3771 <240 2514 Ratio =0 <180 Max Downward Transient Deflection 0.016 in 0 Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.024 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 0.99Length = 5.0 ft 1 0.117 0.069 0.90 1.300 1.001.00 1.00 0.31 122.3 1,046.8 0.19 162.01.00 11.21.00 0.99+D+Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.99Length = 5.0 ft 1 0.253 0.150 1.25 1.300 1.001.00 1.00 0.94 366.9 1,450.0 0.57 225.01.00 33.71.00 0.99+D+0.750Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.99Length = 5.0 ft 1 0.211 0.125 1.25 1.300 1.001.00 1.00 0.78 305.8 1,450.0 0.47 225.01.00 28.01.00 0.99+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 0.99Length = 5.0 ft 1 0.040 0.023 1.60 1.300 1.001.00 1.00 0.19 73.4 1,850.6 0.11 288.01.00 6.71.00 . Page 16 of 29 Wood Beam LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:HDR1: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion LocationLoad CombinationMax.LocationLoad CombinationSpan Max. Overall Maximum Deflections "-" Defl in Span in Span"+" Defl +D+Lr1 0.0239 2.518 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.750 0.750 Max Upward from Load Combinations 0.750 0.750 Max Upward from Load Cases 0.500 0.500 D Only 0.250 0.250 +D+Lr 0.750 0.750 +D+0.750Lr 0.625 0.625 +0.60D 0.150 0.150 Lr Only 0.500 0.500 Page 17 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SW1: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 ENERCALC Cloud Project ID: 266943 Project Descr:Detached garage ADU conversion Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll =psi850.0 Specific Gravity =0.5002 450.0 E Ft - Tension Fc - Perp =625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :10.0 8.0 ft Stud SDC : Seismic Design Category :D Story #1 Height Wood Species :Douglas Fir-LarchNumber of Stories 1 1,400.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 15/32" Thk, 1-1/2" Min Pen, 10d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.950 1860 14304" Spac.2" Spac.2435 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area =12.250 in^2 Max. Allow Stress Ratio :1.0 : 1Tens:Comp: All chords treated as unbraced out-of-plane of wall for story height 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 18 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SW1: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 ENERCALC Cloud Project ID: 266943 Project Descr:Detached garage ADU conversion Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips)Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK2.243 Use 6" at panel edges, 12" in field+1.121D+0.910E 0.80 1 3.50 224.3 Ratio OK 339.3 Chord Chord Summary Level Left Governs@ Location Ratio(ft)Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.33 OK Max Compression in chord :0.17 k Load Comb :D Only 14 Allow F'c =Max fc =psi 453 psi Max Tension in chord :-1.79 k Load Comb :+1.121D+0.910E Max ft =146 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Tension0.00C1 Hold Down force at anchorage :-1.49 k Load Comb :+0.4789D+0.910E 1 4x4 0.36 OK Max Compression in chord :1.99 k Load Comb :+1.121D+0.910E 162 Allow F'c =Max fc =psi 453 psi Max Tension in chord :0.00 k Load Comb :Max ft =0 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Comp10.00C2 Hold Down force at anchorage :No net uplift force Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Footing Dimensions Rebar Cover 3.0 inf'c ksi Footing Thickness 12.0 in 1.50Dist. Left 1.0 ft Fy 60.0 ksi Width 1.0 ft Wall Length 10.0 ft Dist. Right 1.0 ft Total Ftg Length 12.0 ft Footing Information 31.711 0.00180 Max Factored Soil Pressures Max UNfactored Soil Pressures psf @ Left Side of Footing 366.667 psf psf @ Right Side of Footing 1,004.57 psf .... governing load comb +0.90D+E .... governing load comb+0.60D+0.70E k-ft 16.275 k-ft16.723 @ Left Side of Footing 513.33 @ Right Side of Footing @ Right End .... governing load comb Overturning Stability...@ Left End of Ftg @ Right End of Ftg 11.394 k-ft 11.394 k-ft 1,350.89 Overturning Moment Resisting Moment Stability Ratio 1.468 : 1 : 11.428 psi .... governing load comb +1.40D .... governing load comb+D+0.750S Footing One-Way Shear Check... psi3.60 vu @ Left End of Footing 1.398 psi vu @ Right End of Footing Phi * vn : Allowable Footing Bending Design...@ Left End k-ft +0.60D+0.70E psi Mu in^2 Ru 3.521 8.739 0.2567 in^2 +0.60D+0.70E As % Req'd 0.00180 As Req'd in Footing Width k-ft 0.6370 psi in^2 0.2592 in^2 0.2592 vu / Phi * vn Phi * vn : Allowable vu / Phi * vn 31.71 0.04 0.11 psi Page 19 of 29 FJP Engineering Page: P.O. Box 8401 Project: La Verne, CA 91750 562.805.7209 1-Story Shear Wall: From Enercalc, Maxumum Tension at Boundary Elements (referred to as chords in Enercalc): At ground, Tmax1 == lb (ASD) Hold-Downs at foundation: Use "-diam. bolt & on min. member DCR = (ASD) Governing Load: vallow =plf DCR = -in. spc. at panel edges Use A35 framing angles at vallow =plf DCR = Use vallow =plf DCR =5/8 in. diam. A.B. @ 32 in. o.c. on 2x sill plate 552 0.41 OK No. of sheathed sides:1 340 0.66 OK Use 15/32" thk. Struct. I Sheathing; 1.5" min. penetr., 10d-comm. @ 6 16 o.c. 337 0.67 OK Unit shear:224.3 plf Wall Type: 6 Seismic 4x Tallow = 3424 lb 0.52 OK 1.79 kips 1790 1st Story Design: HDU4 hold-down w/ 0.625 10-SDS 1/4" x 2-1/2" Rojas Garage ADU SW1: Gridline 1 © FJP Engineering All Rights Reserved Page 20 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SW3: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 ENERCALC Cloud Project ID: 266943 Project Descr:Detached garage ADU conversion Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll =psi850.0 Specific Gravity =0.5002 450.0 E Ft - Tension Fc - Perp =625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :8.0 8.0 ft Stud SDC : Seismic Design Category :D Story #1 Height Wood Species :Douglas Fir-LarchNumber of Stories 1 1,400.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 15/32" Thk, 1-1/2" Min Pen, 10d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.950 1860 14304" Spac.2" Spac.2435 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area =12.250 in^2 Max. Allow Stress Ratio :1.0 : 1Tens:Comp: All chords treated as unbraced out-of-plane of wall for story height 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 21 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SW3: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 ENERCALC Cloud Project ID: 266943 Project Descr:Detached garage ADU conversion Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips)Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK2.205 Use 6" at panel edges, 12" in field+1.121D+0.910E 1.00 1 3.50 275.7 Ratio OK 339.3 Chord Chord Summary Level Left Governs@ Location Ratio(ft)Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.40 OK Max Compression in chord :0.17 k Load Comb :D Only 14 Allow F'c =Max fc =psi 453 psi Max Tension in chord :-2.21 k Load Comb :+1.121D+0.910E Max ft =180 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Tension0.00C1 Hold Down force at anchorage :-1.96 k Load Comb :+0.4789D+0.910E 1 4x4 0.43 OK Max Compression in chord :2.40 k Load Comb :+1.121D+0.910E 196 Allow F'c =Max fc =psi 453 psi Max Tension in chord :0.00 k Load Comb :Max ft =0 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Comp8.00C2 Hold Down force at anchorage :No net uplift force Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Footing Dimensions Rebar Cover 3.0 inf'c ksi Footing Thickness 12.0 in 1.50Dist. Left 1.0 ft Fy 60.0 ksi Width 1.0 ft Wall Length 8.0 ft Dist. Right 1.0 ft Total Ftg Length 10.0 ft Footing Information 31.711 0.00180 Max Factored Soil Pressures Max UNfactored Soil Pressures psf @ Left Side of Footing 362.40 psf psf @ Right Side of Footing 1,248.57 psf .... governing load comb +0.90D+E .... governing load comb+D+0.70E k-ft 11.087 k-ft11.755 @ Left Side of Footing 507.36 @ Right Side of Footing @ Right End Overturning Unstable ! .... governing load comb Overturning Stability...@ Left End of Ftg @ Right End of Ftg 11.251 k-ft 11.251 k-ft 16,113.3 Overturning Moment Resisting Moment Stability Ratio 1.045 : 1 : 10.9855 psi .... governing load comb +1.40D .... governing load comb+D+0.750S Footing One-Way Shear Check... psi30.332 vu @ Left End of Footing 1.382 psi vu @ Right End of Footing Phi * vn : Allowable Footing Bending Design...@ Left End k-ft +0.60D+0.70E psi Mu in^2 Ru 3.480 38.703 0.2537 in^2 +0.60D+0.70E As % Req'd 0.00180 As Req'd in Footing Width k-ft 2.821 psi in^2 0.2592 in^2 0.2592 vu / Phi * vn Phi * vn : Allowable vu / Phi * vn 31.71 0.04 0.96 psi Page 22 of 29 FJP Engineering Page: P.O. Box 8401 Project: La Verne, CA 91750 562.805.7209 1-Story Shear Wall: From Enercalc, Maxumum Tension at Boundary Elements (referred to as chords in Enercalc): At ground, Tmax1 == lb (ASD) Hold-Downs at foundation: Use "-diam. bolt & on min. member DCR = (ASD) Governing Load: vallow =plf DCR = -in. spc. at panel edges Use A35 framing angles at vallow =plf DCR = Use vallow =plf DCR =5/8 in. diam. A.B. @ 32 in. o.c. on 2x sill plate 552 0.50 OK No. of sheathed sides:1 340 0.81 OK Use 15/32" thk. Struct. I Sheathing; 1.5" min. penetr., 10d-comm. @ 6 16 o.c. 337 0.82 OK Unit shear:275.7 plf Wall Type: 6 Seismic 4x Tallow = 3424 lb 0.65 OK 2.2 kips 2210 1st Story Design: HDU4 hold-down w/ 0.625 10-SDS 1/4" x 2-1/2" Rojas Garage ADU SW3: Gridline 3 © FJP Engineering All Rights Reserved Page 23 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SWA & SWC: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll =psi850.0 Specific Gravity =0.5002 450.0 E Ft - Tension Fc - Perp =625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :12.0 10.50 ft Stud SDC : Seismic Design Category :D Story #1 Height Wood Species :Douglas Fir-LarchNumber of Stories 1 1,400.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 15/32" Thk, 1-1/2" Min Pen, 10d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.950 1860 14304" Spac.2" Spac.2435 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area =12.250 in^2 Max. Allow Stress Ratio :1.0 : 1Tens:Comp: All chords treated as unbraced out-of-plane of wall for story height 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 24 of 29 Wood Shear Wall LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:SWA & SWC: Rojas ADU FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips)Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK2.349 Use 6" at panel edges, 12" in field+1.121D+0.910E 0.88 1 3.50 195.8 Ratio OK 339.3 Chord Chord Summary Level Left Governs@ Location Ratio(ft)Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.37 OK Max Compression in chord :0.37 k Load Comb :+D+S 31 Allow F'c =Max fc =psi 293 psi Max Tension in chord :-2.02 k Load Comb :+0.4789D+0.910E Max ft =165 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Tension0.00C1 Hold Down force at anchorage :-1.54 k Load Comb :+0.4789D+0.910E 1 4x4 0.65 OK Max Compression in chord :2.33 k Load Comb :+1.121D+0.910E 190 Allow F'c =Max fc =psi 293 psi Max Tension in chord :0.00 k Load Comb :Max ft =0 psi Allow F't =450 psi User-specified anchorage device : __________________________ 1 Comp12.00C2 Hold Down force at anchorage :No net uplift force Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Footing Dimensions Rebar Cover 3.0 inf'c ksi Footing Thickness 12.0 in 1.50Dist. Left 1.0 ft Fy 60.0 ksi Width 1.0 ft Wall Length 12.0 ft Dist. Right 1.0 ft Total Ftg Length 14.0 ft Footing Information 31.711 0.00180 Max Factored Soil Pressures Max UNfactored Soil Pressures psf @ Left Side of Footing 466.933 psf psf @ Right Side of Footing 874.82 psf .... governing load comb +1.20D+0.20S+E .... governing load comb+D+0.70E k-ft 24.410 k-ft24.639 @ Left Side of Footing 582.60 @ Right Side of Footing @ Right End .... governing load comb Overturning Stability...@ Left End of Ftg @ Right End of Ftg 15.052 k-ft 15.052 k-ft 1,200.64 Overturning Moment Resisting Moment Stability Ratio 1.637 : 1 : 11.622 psi .... governing load comb +1.20D+1.60S .... governing load comb+D+S Footing One-Way Shear Check... psi3.236 vu @ Left End of Footing 1.590 psi vu @ Right End of Footing Phi * vn : Allowable Footing Bending Design...@ Left End k-ft +0.60D+0.70E psi Mu in^2 Ru 4.022 8.009 0.2932 in^2 +0.60D+0.70E As % Req'd 0.00180 As Req'd in Footing Width k-ft 0.5838 psi in^2 0.2592 in^2 0.2592 vu / Phi * vn Phi * vn : Allowable vu / Phi * vn 31.71 0.05 0.10 psi Page 25 of 29 FJP Engineering Page: P.O. Box 8401 Project: La Verne, CA 91750 562.805.7209 1-Story Shear Wall: From Enercalc, Maxumum Tension at Boundary Elements (referred to as chords in Enercalc): At ground, Tmax1 == lb (ASD) Hold-Downs at foundation: Use "-diam. bolt & on min. member DCR = (ASD) Governing Load: vallow =plf DCR = -in. spc. at panel edges Use A35 framing angles at vallow =plf DCR = Use vallow =plf DCR =5/8 in. diam. A.B. @ 32 in. o.c. on 2x sill plate 552 0.35 OK No. of sheathed sides:1 340 0.58 OK Use 15/32" thk. Struct. I Sheathing; 1.5" min. penetr., 10d-comm. @ 6 16 o.c. 337 0.58 OK Unit shear:195.8 plf Wall Type: 6 Seismic 4x Tallow = 3424 lb 0.59 OK 2.0 kips 2020 1st Story Design: HDU4 hold-down w/ 0.625 10-SDS 1/4" x 2-1/2" Rojas Garage ADU SWA & SWC (Gridlines A & C) © FJP Engineering All Rights Reserved Page 26 of 29 General Footing LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Underpinning Pad Footing for SW3 FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion Code References Calculations per ACI 318-19, IBC 2021 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 2,850.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 3.50 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure Yes: Use Pedestal wt for stability, mom & shear Yes: Allowable pressure increase per foot of depth =ksf when max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 2.50 ft Length parallel to Z-Z Axis = 2.50 ft =Pedestal dimensions... px : parallel to X-X Axis 12.0 in pz : parallel to Z-Z Axis 30.0 in Height == 18.0 in Footing Thickness = 24.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.313 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 5.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =5.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 0.1330 0.1330 2.40 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = Page 27 of 29 General Footing LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Underpinning Pad Footing for SW3 FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.5107 Soil Bearing 0.7661 ksf 1.50 ksf +D+0.70E about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.002233 Z Flexure (+X)0.1243 k-ft/ft 55.682 k-ft/ft +1.373D+E PASS 0.002233 Z Flexure (-X)0.1243 k-ft/ft 55.682 k-ft/ft +1.373D+E PASS 0.0 X Flexure (+Z)0.0 k-ft/ft 0.0 k-ft/ft No Moment PASS 0.0 X Flexure (-Z)0.0 k-ft/ft 0.0 k-ft/ft No Moment PASS n/a 1-way Shear (+X)0.0 psi 40.703 psi n/a PASS n/a 1-way Shear (-X)0.0 psi 40.703 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 40.703 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 40.703 psi n/a PASS n/a 2-way Punching 0.0 psi 40.703 psi n/a Top reinforcing mat required (see 'Bending' tab). Hand check required for anchor pullout. Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.4973 0.4973 n/a 0.3320.0n/a X-X, +D+Lr 1.50 n/a0.5186 0.5186 n/a 0.3460.0n/a X-X, +D+0.750Lr 1.50 n/a0.5132 0.5132 n/a 0.3420.0n/a X-X, +0.60D 1.50 n/a0.2984 0.2984 n/a 0.1990.0n/a X-X, +D+0.70E 1.50 n/a0.7661 0.7661 n/a 0.5110.0n/a X-X, +D+0.5250E 1.995 n/a0.6989 0.6989 n/a 0.3500.0n/a X-X, +0.60D+0.70E 1.995 n/a0.5672 0.5672 n/a 0.2840.0n/a Z-Z, D Only 1.50 0.4973n/a n/a 0.4973 0.332n/a0.0 Z-Z, +D+Lr 1.50 0.5186n/a n/a 0.5186 0.346n/a0.0 Z-Z, +D+0.750Lr 1.50 0.5132n/a n/a 0.5132 0.342n/a0.0 Z-Z, +0.60D 1.50 0.2984n/a n/a 0.2984 0.199n/a0.0 Z-Z, +D+0.70E 1.50 0.7661n/a n/a 0.7661 0.511n/a0.0 Z-Z, +D+0.5250E 1.995 0.6989n/a n/a 0.6989 0.350n/a0.0 Z-Z, +0.60D+0.70E 1.995 0.5672n/a n/a 0.5672 0.284n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.40D 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.20D+0.50Lr 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.20D+0.50Lr 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.20D 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.20D 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.20D+1.60Lr 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK Page 28 of 29 General Footing LIC# : KW-06015746, Build:20.25.03.24 FJP Engineering (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Underpinning Pad Footing for SW3 FJP Engineering P.O. Box 8401 La Verne, CA 91750 562.805.7209 Project File: Rojas_Garage_ADU.ec6 Project Title:Rojas Garage ADU Engineer:FJP Engineering Project ID:25.06 Project Descr:Detached garage ADU conversion Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.20D+1.60Lr 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +0.90D 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +0.90D 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.373D+E 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +1.373D+E 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +0.7270D+E 0.0 +Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK X-X, +0.7270D+E 0.0 -Z Top 0.5184 ACI 7.6.1.1 0.620 56.555 OK Z-Z, +1.40D 0.01665 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.40D 0.01665 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D+0.50Lr 0.01726 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D+0.50Lr 0.01726 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D 0.01427 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D 0.01427 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D+1.60Lr 0.02385 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.20D+1.60Lr 0.02385 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +0.90D 0.01070 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +0.90D 0.01070 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.373D+E 0.1243 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +1.373D+E 0.1243 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +0.7270D+E 0.1166 -X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK Z-Z, +0.7270D+E 0.1166 +X Bottom 0.5184 ACI 7.6.1.1 0.620 55.682 OK One Way Shear X Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D+0.50Lr 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D+1.60Lr 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +0.90D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.373D+E 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +0.7270D+E 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK One Way Shear Z Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D+0.50Lr 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.20D+1.60Lr 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +0.90D 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +1.373D+E 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK +0.7270D+E 0.00 0.00 0.00 40.70 0.00psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 0.00 135.00 0 OKpsipsi +1.20D+0.50Lr 0.00 135.00 0 OKpsipsi +1.20D 0.00 135.00 0 OKpsipsi +1.20D+1.60Lr 0.00 135.00 0 OKpsipsi +0.90D 0.00 135.00 0 OKpsipsi +1.373D+E 0.00 135.00 0 OKpsipsi +0.7270D+E 0.00 135.00 0 OKpsipsi Page 29 of 29 11595 AUTUMN SAGE AVE. JURUPA VALLEY,CA 91752 INFO@TITLE24CONSULTANTS.NET T24-1 Santa Ana, CA 92703 PROJECT ADDRESS: RESIDENTIAL ENERGY CALCULATIONS CF-1R FORMS EDGAR LOPEZ R-19-23-30161 CALIFORNIA HERS RATERS ARE SPECIAL INSPECTORS TRAINED TO PERFORM THE ENERGY EFFICIENCY FIELD VERIFICATION AND DIAGNOSTIC TESTING REQUIRED BY CALIFORNIA ENERGY CODE (TITLE 24). USE CHEERS.ORG FIND A PRO SEARCH TO FIND LICENSED PROFESSIONALS IN YOUR AREA. PLAN CHECK CORRECTIONS PERTAINING TO OUR TITLE 24 ENERGY REPORT DUE TO OUR ERRORS WILL BE TAKEN CARE OF FREE OF CHARGE. DESIGN REVISIONS: IF IN THE FUTURE YOUR PROJECT GOES THROUGH DESIGN CHANGES THERE IS A $100 FEE TO UPDATE AND RE-RUN YOUR TITLE 24 REPORT. NOTE: 1220 W 2nd St, Unit 2 11595 AUTUMN SAGE AVE. JURUPA VALLEY,CA 91752 INFO@TITLE24CONSULTANTS.NET T24-2 PROJECT ADDRESS: RESIDENTIAL MANDATORY MEASURES EDGAR LOPEZ R-19-23-30161 CALIFORNIA HERS RATERS ARE SPECIAL INSPECTORS TRAINED TO PERFORM THE ENERGY EFFICIENCY FIELD VERIFICATION AND DIAGNOSTIC TESTING REQUIRED BY CALIFORNIA ENERGY CODE (TITLE 24). USE CHEERS.ORG FIND A PRO SEARCH TO FIND LICENSED PROFESSIONALS IN YOUR AREA. PLAN CHECK CORRECTIONS PERTAINING TO OUR TITLE 24 ENERGY REPORT DUE TO OUR ERRORS WILL BE TAKEN CARE OF FREE OF CHARGE. DESIGN REVISIONS: IF IN THE FUTURE YOUR PROJECT GOES THROUGH DESIGN CHANGES THERE IS A $100 FEE TO UPDATE AND RE-RUN YOUR TITLE 24 REPORT. NOTE: CITY OF SANTA ANA Planning and Building Aclency Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADt GRADING PERM WAIVER REQUE`. Approved FOR PERMIT ISSIJW_ Master ID: Date: ±A- _ . .. . Y ±. tna7-.•-:u..--a._ .=_...A r_Z+:7,sr_ .:.c�P:,iK.i-K+i— 17cla _20 THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S) A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered professional engineer shall be required to be submitted before or concurrentiv with the architectural plans submittal to the Building Safety Division Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if all of the following conditions are met. The property owner(s) shall take full responsibility for the site drainage by signing this waiver request agreement below- in order to qualify for the grading permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and sign this waiver request. A copy of this completed checklist shall be made part of the each set of plans. If answering NO to any of the questions. a grading plan and permit shall be required. Project Property Address: _�..2� W G_` S� _G+rCG�✓� — Yes No 1 _ 2. The project p.rape'"`y is NOT lu,:;ated on a i=EMA designated flood zone (Zone A or AE). The total amount of sal being cut or filled on this project is less than 50 cubic yards- _ _.------- -- -- _.- . The site drainage shall be constructed such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes_ ,/ - ~ The site drainage shall be constructed such that the drain age will not adversely �' / affect the adjoining properties. T ` The project plans includes a site plan that shows site drainage patterns Grading Permit Waiver Request "we are requesting a waiver from the standard requirements for a precise grading plan and permit for our ADU project to be constructed at the project address indicated above. In doing so, llwe accept that the design of the site drainage patterns must adhere to the minimum requirements set forth in the current building codes and the County of Orange Drainage Design Manual. By signing this waiver request: (1) I/we certify that i/we are the legal property owner(s); (2) I/we agree to take full liability for the site drainage; (3) i/we agree that the checked box conditions above are true; and (4) ifwe agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials, employees, and agents against any and all claims for damages and costs arising out of the site drainage at the project property Owner Narne(s): (Print) ✓ ��.CL —.,_-- Owner Signature(s): date` rj _ Phone 'Number 6S� ci *aces 1 The building official reserves the right to require a grading permit based on site conditions 2. This grading permit waiver request does not apply to projects in the EEMA Mood Zones 16SUED:7/1/2024 'eye G f