The URL can be used to link to this page

Home My WebLink AboutFLOOD ZONE - 512 & 514 N Huylars Ln - PlanCITY OF SANTA ANA Manning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number:. 512 HUYLARS LN City: SANTA ANA State: CA ZiP Code: 92703 Company NAIC Number: SECTION H - BU"ING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) l The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and i must also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams (at the end of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG) -- a) For Building Diagrams 1A, 1 B, 3, and 5-8. Top of bottom ❑ feet ❑ meters ❑ above the LAG floor (include above -grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 213, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor (i.e., the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the r H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? Yes ❑ No SECTION I - PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct fo the best of my knowledge. Note: If the local floodplain management official completed Section H, they should 1 indicate in Item G2.b and sign Section G. Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: _ Address: City: State: _ ZIP Code: Telephone: Ext.: Email: _ Signature: Date: Comments: I FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8123) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Form Page 6 of 8 Building Street Address (including Apt., Unit, Suite, and/'or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 512 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 € Company NAIC Number: instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one j Close-up photograph of representative floodopenings or vents, as indicated in Sections AS and A9. Photo Two Photo Two Caption: Clear Photo T' FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 7 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 512 HUYLARS LN - Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 i Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View:" When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and Ag.. Photo Four Photo Four Caption: Clear Photo F€aur ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.G. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: 512 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: f' SECTION E -- BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO, ZONE ARIAO, AND ZONE A ( WITHOUT BFE) For Zones AO, ARiAO, and A "without BFE), complete Items E1-E5. For Items El-E4, use natural grade, if available, if the Certificate is t ) I intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, I enter meters. Building measurements are based on: Z Construction Drawings" [7, Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements (C.2.a in applicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, I crawlspace, or enclosure) is: 0.75 ZI feet ❑ meters X above or '`] below the HAG. I b) Top of bottom floor (including basement, crawlspace, or enclosure) is: 1'.53 Z, feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions); the next higher floor (C2.b in applicable Building Diagram) of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑' feet ❑ meters above or ❑below the HAG. i E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in, accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION' F - PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION' The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without BFE) or Zone AO must i sign here. The statements in Sections A. B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: MINH TRAN Address: 512 HUYLARS LN City: SANTA ANA State: CA ZiP Code: 92703 Telephone: (714) 420-8153 Ext,: Email: Signature: u Date: Comments: -,�-_ I i FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Form Page 4 of 8 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE I Polley Number: 512 HUYLARS LN - City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION G --• COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) i' The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete i Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.& ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4_ ❑ The following information (items G5-G11) is provided for community floodplain management purposes. i G5. Permit Number: G6, Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: [] feet ❑ meters Datum: r G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑ Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is I correct to the best of my knowledge. If applicable, i have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: I i Telephone: Ext.: Email: Address: City: State: ZiP Code: Signature: Date: Comments (ncluding type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): 1 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No. 1660-0008 Federal Emergency Management Agency Expiration Date: 06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 rnnv all nnncc of fhic Flcvafinn ('.ortifirnfo anri all affnrhmants fnr (1) rnmmunity official. (2) insurance aaent/comoanv. and (3) buildino owner. SECTION A -PROPERTY INFORMATION' FOR INSURANCE COMPANY USE Al. Building Owner's Name: MINH TRAN Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 512 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: AP N: 100-573-34 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 33.749353 Long.-117.925833 Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). AT Building Diagram Number: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A8.c: sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): sq. ft. f) Sum of A8.d and A8.e rated area (if applicable - see Instructions): sq. ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): sq. ft. f) Sum of A9.d and A9.e rated area (if applicable - see Instructions): sq. ft. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: SANTA ANA B1.b. NFIP Community Identification Number: 060232 B2. County Name: ORANGE B3. State: CA B4. Map/Panel No.: 06059CO143 B5. Suffix: J B6. FIRM Index Date: 09/15/1989 B7. FIRM Panel Effective/Revised Date: 12/03/2009 B8. Flood Zone(s): A B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 63.5ft B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ❑ FIRM ❑ Community Determined ® Other: Hydrology report B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes ® No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) ELEVATION CERTIFICATE IMPORTANT- MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Form Page 2 of 8 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: 512 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings" ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, AO, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO, A99. Complete Items C2.a-h below according to the Building Diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: SA-226-70 Vertical Datum: 71.775 ft, Year leveled: 2005 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor (including basement, crawlspace, or enclosure floor): 75.30 ® feet ❑ meters b) Top of the next higher floor (see Instructions): ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): ❑ feet ❑ meters d) Attached garage (top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment (M&E) servicing the building (describe type of M&E and location in Section D Comments area): ❑ feet ❑ meters D Lowest Adjacent Grade (LAG) next to building: ❑ Natural ® Finished 73.77 ® feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ❑ Natural ® Finished 74.55 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No ® Check here if attachments and describe in the Comments area. Certifier's Name: Truong T.Dong License Number: C 75466 Title: Principal Engineer QpOFESS/p4,� f Company Name: Dong Engineering, Inc.�,��=2 Address: 7661 Graden Grove Boulevard C 54 6 M City: Graden Grove State: CA ZIP Code: 92841 ,� M 03/31/2026 Telephone: (714) 617-5979 Ext.: Email: info@dongengineering.com ,� CIVIL 9� OF cAlOf Signature: Date: _ 12/23/2025_ Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): FF = 75.30 ft > 63.5ft from hydrology study Form Page 3 of 8 National Flood Insurance i'rogrApproved OR PERMIT ISSUANCE EIluv IAN M a,, I-): r1 C rt f -a te 2023 EDITION U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS OMB Contrd No, 1660-008 Expiration, Dates 06/30/2026 PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management: I Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT 3 Authority: Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP) floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment (LOMA), Conditional LOMA (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHSI FEMA-003- National Flood insurance !grogram Files System of Records Notice 79 Fed. Reg. 28747 (May 19, 2014) and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may impact the t flood insurance premium through the NFIP. Information will only be released as permitted by law. { PURPOSE OF THE ELEVATION CERTIFICATE i The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure I compliance with community floodplain management ordinances, to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post -Flood Insurance Rate Map (FIRM) buildings„ which are buildings constructed after publication of the FiRM, located in flood Zones Al--A30, AE, AH, AO, A /with Base Flood Elevation (BFE)), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO, and A99. It may also be used to provide elevation information for Pre -FIRM e IRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade (LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law, will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F.. or CLOMR-F request. A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package, whichever is appropriate. If the certificate will only be completed to #r support a LOMA, CLOMA, LOMR-F, or CLOMR-F request, there is an option to document the certified LAG elevation on the Elevation Form E included in the MT-EZ and MT-1 application, This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFiP, non-residential buildings can be floodproofed up to or above the BFE_ A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residentia€ floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate I is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates information in Section A Items A8 or A9, Section C, Section ; j E, or Section H. In addition this form is 'intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. ,Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin_ Elevation Certificate. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 8 of 8 F =MA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 5 of 8 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) FEMA Form FF-206,FY-22-142 (formerly 086-0-33) (8123) Form Page 1 of 8 West consultant Inc. ELEVATION CERTIFICATE IMPORTANT- MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USET .Policy Number: { 514 HUYLARS LN i City: SANTA ANA State: CA ZIP Code: 92703 i Company NAIC Number: t t SECTION H -BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I mast also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico), Reference the Foundation Type Diagrams (at the end of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG): I a) For Building Diagrams 1A, 1B, 3, and 5-8. Top of bottom feet ❑ meters ❑ above the LAG ' floor (include above -grade floors only for buildings with crawispaces or enclosure floors) is: b) For Building Diagrams 2A, 2B, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor {i.e., the floor above basement, crawlspace, or enclosure floor) is: H2. is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? { ❑ Yes ❑ No SECTION I - PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here, The statements in Sections t A. B. and H are correct to the best of my knowledge, Note: 1f the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each Attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: E City: State: ZIP Code: s Telephone: ExL: Email-. Signature: Date: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33} (8/23) t orm rage o of ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Caa ln�tn?rtinnn, fnr ltem A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg_ No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 514 HUYLARS LN - Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of town h ou ses/rowhouses). Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents as indicated in Sections A8 and A9. Photo Two Photo Two Caption: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8123) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Continuation Page Clear Photo Tw Form Page 7 of 8 Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 514 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View," "Rear View," "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Four Photo Four Caption: Clear Photo Four ELEVATION CERTIFICATE IneonaTAMT• MrIRT 1=n1 I ()W THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, aridlor Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 514 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: --<BU LDING MEASUREMENT INFORMATION Si1R VE'Y NOT REQUIRED) 1, SECTION E I � FOR ZONE AO, ZONE ARIAO, AND ZONE A (WITHOUT BFE) For Zones AO, AR!AO, and A (without BFE), complete Items El-E5. For Items El-E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: Z Construction Drawings" ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements (C.2.a in applicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, crawlspace, or enclosure) is: 0,75 Z feet ❑ meters M above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace; or enclosure) is: 1.53 Z feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 andlor 9 (see pages 1-2 of Instructions), the ' next higher floor (C2.b in applicable Building Diagram) of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is: ❑ feet Tj meters ❑above or ❑below time HAG. E 1 I E4. Top of platform of machinery and/or equipment _ servicing the building is: ❑ feet ❑ meters Z above or (❑ below the HAG. E5. Zone AO only: If no flood depth number is available. is the top of the bottom floor elevated in; accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION i%one The property owner or owner's authorized representative who completes Sections A, B, and E for A (without BFE) or Zone AO must sign here. The statements in Sections A, B. and E are correct to the best of my .knowiedge t Check here if attachments and describe in the Comments area. Property Owner or Owners Authorized Representative Name: MINH TRAM Address: 514 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 Telephone: (714) 420-8153 ExL: Email: Signature: Date: Comments: - FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Form Page 4 of S Building Street Address (including Apt.: Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: 514 HUYLARS LN City: SANTA ANA State: CA _ ZIP Code: 92703 Company NAIC Number: SECTION G - COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below when: I G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5-Gl 1) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit issued: _ GT Date Certificate of Compliance/Occupancy Issued: _ G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member: ❑ feet meters Datum: Gl 0.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: Gl 1. Variance issued? ❑ Yes i j No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. l have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, l have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments (including type of equipment and location, per C2.e; description of any attachments: and corrections to specific information in r Sections A, B, D, E, or H): i 1 FEMA Form: FF-206-FY-22-152 (formerly 086-0-33) (8/23)Form Page 8 of 8 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) U.S. DEPARTMENT OF HOMELAND SECURITY OMB control No. 1660-0008 Federal Emergency Management Agency Expiration Date: 06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 of fhic Pic„nfinn r crfifir-nfc nnri all nffarhmantc fnr (1) cnmmunity official. (2) insurance aaent/comoanv. and (3) buildinq owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: MINH TRAN Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 514 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: AP N: 100-573-34 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 33.749353 Long.-117.925833 Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). AT Building Diagram Number: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A8.c: sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): sq. ft. f) Sum of A8.d and A8.e rated area (if applicable - see Instructions): sq. ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): sq. ft. fl Sum of A9.d and A9.e rated area (if applicable - see Instructions): sq. ft. SECTIONB - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: SANTA ANA B1.b. NFIP Community Identification Number: 060232 B2. County Name:ORANGE B3. State: CA B4. Map/Panel No.: 06059CO143 B5. Suffix: J B6. FIRM Index Date: 09/15/1989 B7. FIRM Panel Effective/Revised Date: 12/03/2009 B8. Flood Zone(s): A B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 63.5ft B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ❑ FIRM ❑ Community Determined ® Other: Hydrology report B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes ® No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Form Page 2 of 8 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: 514 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, AO, A (with BFE), VE, Vl-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO, A99. Complete Items C2.a-h below according to the Building Diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: SA-226-70 Vertical Datum: 71.775 ft, Year leveled: 2005 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor (including basement, crawlspace, or enclosure floor): 75.30 ® feet ❑ meters b) Top of the next higher floor (see Instructions): ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): ❑ feet ❑ meters d) Attached garage (top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment (M&E) servicing the building (describe type of M&E and location in Section D Comments area): ❑ feet ❑ meters f) Lowest Adjacent Grade (LAG) next to building: ❑ Natural ® Finished 73.77 ® feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ❑ Natural ® Finished 74.55 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by state law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No ® Check here if attachments and describe in the Comments area. Certifier's Name: Truong T.Dong License Number: C 75466 Title: Principal EngineeroQpFE5Sfp4� { Company Name: Dong Engineering, Inc. CO s Address: 7661 Graden Grove Boulevard w C 54 6 'Mn City: Graden Grove State: CA ZIP Code: 92841 E* 0313112026 Telephone: (714) 617-5979 Ext.: Email: info@dongengineering.com s> CIVIL. - qTF aF CAUc{J`��\P Signature: Date: 12/23/2025 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): FF = 75.30 ft > 63.5ft from Hydrology study Form Page 5 of 8 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 3 of 8 t,.MY OF S-ANTA ANA Planning and Building;Agency National Flood Insurance., Progran-Approved El��t1.0,&PERMIT ISSUANCE 2023 EDITION b]4 \ fir.... \1 L N U.S. DEPARTMENT OF HOMELAND SECURITY ONIf3Control No, 1660-0008 Expiration Date: 06130/2026 Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION .ACT NOTICE - Public reporting burden for this data collection is estimated to average 3,75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008), NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT j Authority Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP) floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment (LOMA), Conditional LOMA (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHSI FEMA-003 - National Flood Insurance Program Files System of Records Notice 79 Fed. Reg. 28747 (May 19, 2014) and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law_ PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP. it can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances; to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post -Flood Insurance Rate Map (FIRM) buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al-A30, AE, AH, AO, A (with Base Flood Elevation (BFE)), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR1AH, ARIAO, and A99. It may also be used to provide elevation information for Pre -FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community: the NFIP requires the community to adopt floodplain I management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade (LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law, will be required if the certificate is i used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted i with either a completed FEMA MT -EZ or MT-1 application package, whichever is appropriate. if the certificate will only be completed to support a LOMA, CLOMA, L.OMR-F, or CLOMR-F request, there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application,. This certificate is used only to certify building elevations. A separate certificate is required for floodproofrng. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE. A floodproofed building is a building that has been designed and constructed to be I watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate 3 is required. l The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates information in Section A Items A8 or A9. Section C, Section E, or Section H. In addition, this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership, Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate. i FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 1 of 8 West consultant Inc. IF 4S D ECI \L l! I� r i -M �NECHAWic4a_ 3 ELEC: rtZICQ►L PLLII'''113�4aG -- MIN . 1.99 C Kw) PHQTOVOLTAIc ,AtZE No-r PArLT or- THIS PLtt4: R E1(iE.l,*,1 f. 5Y5TEM FOR EACH OW FELLING APPROV/AL.. MEP ARE SUM_rK_-T TO SL M, Loll-L, 13E. S1. Brit"ri n Uwr)E , A FIELD 1 N SPECTi6r1 SEPAi 'TE P1=-Rt'11T' . SH4LLf3E vF 1 SSUED FtZ10 tZ- TO SdILD(wiG PROVIDE EM a ELE VA►"i iaN C C iztl r-ICA 1 E ' µ'5PFC'0ON P-EQU EST 501Z EACH DW ELLANG AD02F-55 , AND iNSEQi owm _rHE corts~rtUcTtoN DOCUMENT A5 A PART OF SL.1 L3MiTTED PACXAGE -A FEDERAL EMF-;ZGENCY r*V W a+GFmE,NT AGENCY N4710"L FLOOD 1 N S U 9&NCE PROGRAM " E•LE%,tATi6N cF_m7"i;:-tcATF_" Ot4Ly 5H+kL.L GE COMPLETED BY A CAL.I, LICEH SED LAND S U RV EYoR O1Z GAL) . REG I STEiZED Civil, ENGiNMER WHO 'i5 .4u-rHoIoiz_m To PP-AC-TICE LA140 SURVEYiWG . THE COMPLETE. E LEVA,76M C EQTI1=1 c-A-T F MUST GE SL1t3M1'iTED Tb-rWF SIMG.INSP_ECfUR AT _rH E. Ti rI E OF FOUND&_rioN i NS PECTiom AIID 1=1t�AL CEtZTtRICATE rlUS-v $F_ k. CiAL NOTES SU61�1ITTED e ATiME OF VI"_ 11.4SPa-c-t' ON 4217 W 5th St �H"r- r•IA;K HQL4i;� G� -.-.� F� R.NEp of I#aY1t,AR,.ij a LANE L COLONIA i I Jiffy Lube MANZANRLA z I!%'Si!fy Ltr<m90i!. Westrr=.n;ter Ave P/estminster Ave I rhange rres = Westrrmster Ave INt c th .,t W 17 A Z rn 6th St v S.r tA, M LES 1da-y Ln z W M Ln F a a N h:ng1< ve . _, - n St Q' y ti z 5 Wttth St a-2 ti Z NJHo84a - " I St u t, /QQs ♦Ic1 �tl tCJh St Ha28rd AVe Hazard AYF H. ,d AaT •7G I lau*to►tz LANE IN Civic Center Dr ARTESIA wW -th s' cr @ c i Z w 6th st z z i C.r Lady , r H T y 5th st.5T14• -„ w sth si �• ' • �-odwill of Orange P Ilar C County Marketplace p t or itm. I,", You W Oth St CVS Pharmacy y mas t" Extra Space Storage svw, The Salvation Army a,000+ar !nNs -� z E smQ Thrift Store 5 Donato... s z A Great finr+.d El Ps z RIVERVIEVJ Polio Loco WEST lkder Quesadta: W 1st St et great ra ue V W 1st St p a r! V w c � ®FalrvteW Village 50 FT. TO PROPEIZFV� L 225 FT. 10 PROPECZTY FIRE HYDRANT FIRE H`f DftjohNT O QUI (i a�__ ' 3E �, 11 a �o 11 � - 6 LAW H r tYN ulti40.0 -0 - �W 0 31~ C)F I\/ E WA-r N �Gl( 10 -2d.0", • CODES ARPLICAL�L : 2022 CALI. FifRE CODE 2022 G4LI. C'5UiLDING CODE 2022 CALL • RESIDENTIAL CODE. 11 C- 20-146- GREEN LM)UILD1}A<3 3TANDA►RD CODE 2022 CAU - P1 ECHA1�t1 cAL CODE. 2022 CALL- ELECTR,iC4L CODE 22022 CAL1• PLuMSkNG COCA, 2022 CALL- 6U 1L0I NG EN�E.RGY EF1=iciEmcY S-Mr 0AR,DS 2022 ,o►PPOC ABILE NFPA STANDAI;ZV5 2022 `� S&m-rA A N 04 , CITY LOCALLY 400P-rr=D ORD1Nc1.NcES 2022 IoCFD GLflDELlNE5 ELECTRICAL, CABLE TX. & TELEPHONE SER IC ARE REQUIRED TO BE UNDERGROUND., WALLS, FENCE, REQUIRED SEPARATE PERMIT. DEPUTY INSPECTION REQUIRED FOR ALL EPDX ORS. OVIDE:rSTREET•.AD-DRESS LETTERS is 6" IN 1. \1) 3.5 tL PZOPERT-f LINE'', DI 2981-�'1 - Sri GO PO WS PbLE r129575 5f0MY 4. S ORY FFz in. o FFz .30 f7pl"IN. j 514 P4. C HUYL4111S Ll4- 4UYS I N - S^N-rA A)4AI► SANTA llk d ,_, _ I V-311 I I'-3" _ 421 O I L 7423 n17 K- O tr _t o =0 I r 00 10 Q � Z -- PROPER Y LiNE - 7 •-- --- PROPER-T%f L.lHE S. N. VERIFY C. cowoi`T10N5 om SITE • �i/1G11- �I mat EXIST STRUc•T'uR>~S 2 - PRaPOSED ADUS • PROTECT jNF:ORMA-7iCH: z0WE : R-i OCCUPANCY GROUP: R_3 • TYPE OF COh1STrZUCTi O N : V- 6 NON SprZINKLER ) A .0 I 7AC3ULA_ri0N : a} EXIST 3 - E-lC) usEs : 9 2. G + 9 2G + 8-; -4 .� 27 29, SF• b) sx► 5T 2. GARAGE5 : 37G + SC-4 = 940.5-F Q PP-OPOSE 2 ADUS 954.1S x 2 = 4.7909 •75 d.) TOTAL = 5,57•8.5 SF . �. LOT COVERAGF. : (`) _ S5 ix8.5 SF• = 0.2489 Lo-r sizE ^�, 40� . 2 5 Y. • SCOPE OF LJORKS]Eli a) PiZoPoSE 2 .ADU5 l A - 5704ZY : # 512 f► 514 b) ATTACHED UNITS STUCCO ,ASP!-W.LT 5 H I NG 1..sS 9_00F(HGT, c) ( TO Pl-AMCH F*65T. BULVi04G PP-OVIOE 2 - OPF-W ova - SITE PARK4)'WG SPACES • E,(OTECT CATA: Site Address 512-HUYLARS LN SANTA ANA, CA 92703 51 Parcel Number 1005 73-34 Owner 1 TRAN, MINH ANH Owner 2 NGUYEN, PHUONG BICH Owner Address 11353 PENNELL CIR FOUNTAIN VALLEY, CA 92708 Legal Desc. S TWP 5 RGE 10 SEC 9 SEC 9 T 5 R O E 75 FT W 290 FT S 330 FT SE1/4 Lot_ Area (Calc.) 22,407 SF (0.51 ACRES) Zoning R1 FloodZone te A FIRM Panel ID 06059CO256J ROW Map NW-NW259 am • LANDSCAPE PL�N : • L.1 SITE F'L4N , LEGEND NC37E5 • L•2 I RlZI G40. 10 I PLAN , D ETIAI L-S )` MOTE • LANDSCAPE A4 ZCHlTECT MANUAL GARCL4 22 8 E - C4M DEN ST GLENDOK?A I C.A. 9I40 (GZG) GJ65 - 5ocn_ A POR. SE 114. NW 114. SE 114, SEC. 9. T 5 c. R 10 W CITY nF___ Planning and Building Agency ,00--57 5 53 PPr- N� _~ 'I' R ERM T1850AN(fk, 6/ � .� � 57 � S5 NN" � W M.'L � � i! .�' � /iL ibli" 30 o. Ox 0..57I 0•_ o• � =0•• o� o, o o � i TRACT � � I .A 5 6 7 1 2 3 to°• a I _j % fiXSEVELT At�ENLE (�6 • •l I Pf 572 w • �0000bs0000ll��,i.°�� le, ID: k.A• O 43,E AOJEC7' 930-d8 4W-M.? N M 29 2B 27 2W P5 24 a O O I 03 ,.��. 47 52 Da. e : � O •E 21 � 19 �7=1 17 I6 15 O 13 � 12 � O ,+� i 9.74P C. »' 46 ��' i0 P7s0. O Fl.lf 45 �, •� cva�Iv s I slErr � • D%•7• LAfO' 7/•!d' i,.i0' iJ' ,• ✓ n • 0^ S ITE- 7s it 6aG,y 49 I g 21 20 19 16 17 16 15 14 13 12 g iI o y d 1". /2 i/ '.C9 /4 15 /6 /7 /B /9 e�7 _ a R.5 6/-42 { B 7 � ` I 4r' 42' I 41 e O O 26 O O 29 30 31 O ^ O a 45 NO 3737 I Nth 11344 .,t• n, L $ FIFTH J L STREET " � .n 28 F129 HYDRA► ise-06 74O FT. AWM7E TRACT NO. 3737 M.M. 132 26. 27 NOTE - ASSESSOR'S BLOCK 8 ASSESSOR'S MAP TRACT NO, 11344 M.M. 535-49, 50 PIRCEL NUMBERS BOOK 100 PAGE 57 I ! Si OWN IN CIRCLES COUNTY OF ORANGE • EXHiBIT "A" J LEGAL DESCRIPTION: PARCEL 1: The South on -half of the West 75 feet of the following: Beginning at point 380 feet east of a point 30 Chains West of the Southeast co er of the Northeast quarter of the Southeast quarter of Section 9, township 5 South, Range 10 West, San Bernardino Base and Meridian, in th a City of Santa Ana, County of Orange, State of California, the last said int being the Southwest corner of the Southeast quarter of the Northwest lquarter of the Southeast quarter of said Section; thence North 600 feet' thence West 165 feet; thence South 660 feet; thence east 165 feet to the point of beginning. PARCEL. 2: An easement If r road purposes flyer the east 15 feet of the west 90 feet of the following: Beginning at a point 380 feet east of a point 30 Chains West of the Southeast corner of the Northeast quarter of the Southeast quarter of Section 9, township 5 South, Range 10 West, San Bernardino Base and Meridian, the I st point being the Southwest quarter of the Southeast quarter of the orthwest quarter of the Southeast quarter of said Section; thence North 6 0 feet, thence West 165 feet; thence South 660 feet- thence east 165 feet t the point of beginning. f T LE - 24- T-24. 1 ADU _ 5KZ N• HUYLAR5 LH . T-24.2 AVU -5t4 N. Huyu�,A'LIARS LN %24.3 TITLE -24 COHTi 4 0LISLY • TOPOGPAPHIG BouND PZ'r Su�ZvE. i► SH E CT ;-1 HYDROLOGY F P.1 EXISTiNG HYDROL Y MAP P.2 F`R0F70SEDH-f0ROL0GY MAP PRECISE GRA 11VG PLN. PI Pu C3LiG SELJ E R f.,. LL; ► ER P,4.CiU* 7i ES 3my P. Z PRECi 5E GRx\.DING L1Ti LiTY PLAN P. 3 EROSION CONTfZOL PAN • CONSUTANTS � DESKNER : <;iEp vaN L_r= 29-41 R. 4DOLPH ST. HUNT iNGTCDN PARK , CA . 50255 ( 1`4 S37 _ 587+ • STRuCT. + T DONG ENGiNV-_E.R1N , iNc. MCI GARDEN GROVE BL_vD . GARDEN GROY E ) C,A • 52841 • SHEF--F INDEX: NO ARCH! _E_ CTu P,1'�L. : A-1 SITS PLAN , MAPS , PROTECT INFORMXTtON5 , NOTCS ETC A-2 PAP-Ti•AL Ey,*ST 4/811 F-LOoR PII&N EX.ST, 5LJi1_ViPG P1-t.0-ros A.3 9AR7 IAL- EX15T• i/8n FLOOR FLAN EY6 5T. 13u' Ii,_6l 4G pHOTOS A.,+ PR©P05-E- 4/8",AiDu FwOR PI.^N A-5 PRoPO5E 1/4:' ADU FLOOR PI A44 EAST ELEVa+Tl0W-3 )` SCH EDULE5 A . G P;Zo Po gs A c) u ROOF ,P ,Ari UE5T ) NORTH , SOuTH ELEv/,,T`NS A- BUi L-0ING SECTIONS GENERAL_ MOTES , DETAILS A•8 ADU I S POLOF-PL PLAN Z. IJ0T ES A-'5 ARCHI-rEC'TUR AL DETAILS A•10 Zorn- CALIF. GREEN SUILDING STAki D.drzUS CODE A•11 2a22 CALIF. GREEN SUiLDiNG S-rA. N D.AROS COD E 5.0 GEWERAL WOT'ES 5.4 FOUNDA-- ioN 'PLAN 5.2 RC0F PP.-44-liNG PLAt-4 5D.1 S-TRU<Z rL P,4\L DE_TAi Q5 Sp 2 ST;Z=-rU REAL DETAILS ,1 SD.3 STRU CTU R4L DET,,L\.1 LS LO FE i"rl A : 2 _ SWEE-rS Ir ELEVA-r oN CtRTiP1C _T'ES � J Uj �•f r 0i.i 0 i� 1 40, � ..ai�urnia 2022, cap RESIDENTIA � . IFORNIA(,2RE-EN BUILDING STANDARDS CODE 1 . � : . . L MANDATORY MEASURES, SHEET 1 wanuarvzoz31 IAPTER 3 1 TEEN BUILDING CTION 301 GENERAL i I .1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory iI ll 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 I 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 multifarT ily buildings. See Section I 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. I 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. i 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. I 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions c 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. I 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 Califon Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. DIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS: 1. 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 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES - Li SECTION 4.102 DEFINITIONS ' 4.102.1 DEFINITIONS 1 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 similair pervious material used to collect or channel drainage or runoff water. I WATTLES. Waffles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials l 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 rc;sources shall be accomplished through evaluation 1 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. i 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 i during construction, one or more of the following measures shall be implemented to prevent f coding of adjacent property, prevent erosion and retain soil runoff on the site_ 1. Retention basins of sufficient size shall be utilized to retain storm Ovate. 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 approv by the enforcing agency. j 3. Compliance with a lawfully enacted storm water management ordinance. f Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, of are part of a larger common plan of development which in total disturbs one acre or more of soil. E (Website: hfps:itwww.waterboards.ca.gov/water issues/programs/stormwater/construction.htmi) I 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will I 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: i 1. Swales 2. Water collection and disposal systems 1 3. French drains l 4. Water retention gardens l 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 I 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 inellied 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: I 1.1 Where there is no local utility power supply or the local utility is unable to supply adequat4 power. I I 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. 1 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. I I 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 I service or subpanel and shall terminate into a listed cabinet box or other enclosure in close proximity to the Y NIA RESPON. PARTY � [� 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 a d I pa g space serve 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. I D 0 4.106.4.2.1 Multifamily 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 �V spaces at a minimum of 40 amperes. i 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. i Exceptions: i 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. i Notes: i 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. I i Exception: Areas of parking facilities served by parking lifts. 3 ❑ 4.106A.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. Tl e 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 Ey spaces at a minimum of 40 amperes. The service panel orlsubpanel circuit directoryy shall iidentify 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. i . Notes: i i . i a.Construction doIcuments shall show locations of future EV spaces. b.There is no requirement for EV spaces'a be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty, -five 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. i 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. i 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 11 B, for applicable requirements. i j . 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 11 B, 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 Electricivehicle 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.Suface slope for this' r 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 11 B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4,106A.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 a a minimum- -volt Y WA RESPON. installed in close proximity to the location or the proposed location of the EV space the time of origins. PARTY 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 Calt, .is Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). D 01 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: I -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. DIVISION 4.2 ENERGY EFFICIENCY 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 4.3 : WATER EFFICIENCY AND CONSERVATION 4.303 ' INDOOR WATER USE :I ❑ 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., foi 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 voiums 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. 4.303.1.1 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 performancecriteria 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 t.. unly 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 maximurn 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. . A ' 4.303.1.4.5 Pre -rinse spray valves. When installed, shall meet the requirements in the Califomia 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 Calfomia Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY . VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ort)] MAXIMUM FLOW RATE (gpm) Product Class 1 (5 5.0 o4 1.00 Product Class 2 (> 5.0 ozf and <_ 8.0 ozfl I 1.20 Product Class 3 (> 8.0 ozf) i 1.28 ` Title 20 Section 1605.3 (h)(4)(A) Commercial prennse 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(go] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed -used residentiallcommercial 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. NOTE: . THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or i originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close FIXTURE TYPE FLOW RATE 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 ll proximity to the location or the proposed location of the EV space. Construction documents shall identify the i raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI overcurrent protective device. 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. LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is ! PSI installed in close proximity to the proposed location of an EV charger at the time of original construction in Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is accordance with the California Electrical Code. LAVATORY FAUCETS IN COMMON & PUBLIC d in close proximity to the location or the proposed location of the EV space, at the time of original 0.5 GPM @ 60 PSI uction in accordance with the California Electrical Code_ USE AREAS 4.106.4.1.1 identification. The service panel or subpanel circuit directory shall identify the overcurrent i protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination; KITCHEN FAUCETS 1.8 GPM 60 PS! le EV spaces required. Construction documents shall indicate the raceway termination point and the @ location shall be permanently and visibly marked as "EV CAPABLE". of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide METERING FAUCETS 0.2 GAL/CYCLE LLd ion on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and l load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required WATER CLOSET 1.28 GALIFLUSH J . I s and related components that are pianneo to be installedunderground, enclosed, inaccessible or inURINALS1 I d areas ands aces shall be installed at the time of on inal construction.- 0.- GALIFLUSH 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'AODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER . DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE MTH THE CALIFORNIA i Y IN/A CITY OF SANTA ANA Planning and Building Agency Y = I ES WA - t OT APPLICABLE RESPON. PARTY - F ESPC3NSEBLE PARTY (Fe: SP G R' o V e d OWNER, CONTRACTOR, INSP R 7Y . 4.304 OUTDOOR WATER USE F O R PERMI ISSUANCE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Reside itW developments shall comply with a local water efficient landscape ordinance or the current California Department f Water Resources' Model Water . Efficient Landscape Ordinance (MWELO), whichever is more stringent. ,, NOTES: .5 #■v : . 40 to C41* 1. The Model Water Efficient Landscape Ordinance (MWELO) is located i t Q�� e, glafions, � � 0 f`` Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, i clu• di w2w�dgef calculator, are •'>x 10 available at: https://www.water.ca.gov/ !�/ j IS Date: . ,-do ," DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE 49 � �'!%Q EFFICIENCY > ��N 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE -0 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in 0 . ,, 8 W sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such LU Zb NZpopenings with cement mortar, concrete masonry or a similar method acceptable to the enforcing � 0 = agency. (� M 6L M- l 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: 1-41. Excavated soil and land -clearing debris. *,_�_e 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 C/ ) 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. W Note: The owner or contractor may make the determination if the construction and demolition waste z materials will be diverted by a waste management company. I 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LRJ. Projects that generate a total combined N Q 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 bl N Section 4.408.1 Uff 71 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 :36 per square foot of the building area, shall meet the minimum 65% construction waste reduction }T �J requirement in Section 4.408.1 n 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.. Z x Notes: If Q V, 1. Sample forms found in "A Guide to the California Green Building Standards Code In 1< (Residential)" located at www.hcd.ca.gov/CALGreen.htmi may be used to assist in documenting compliance with this section. Z 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 0 C`I 4.410 BUILDING MAINTENANCE AND OPERATION L 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 0�/_� 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. - - - . 1 6:: 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. % 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 an 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 4.5 ENVIRONMENTAL QUALITY 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 6.102.1 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, stitrctural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood 1-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. - - - % 1i . ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THiS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y IN/Al RESPON. PARTY DISCI 2022 CALIFORNIA ,GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2(iaouary2023) ; I 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 03/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. j MOISTURE CONTENT. The weight of the water in wood 'expressed in percentage of the weight of the oven -dry woo . 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 contai hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.603.1 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 I 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. 4.604.2.1 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. j Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and 1 tricloroethylene), except for aerosol products, as specified in Subsection 2 below. j( 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 an use of certain toxic compounds, o unds, of Ca lifornia 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 4.604.3, unless more stringent local limits apply. The VOC content limit for coatings that do riot 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 Resource 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 Produr.-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibi:.lons on use of certain toxic i compounds and ozone depleting substances, in Sections 94522(e)(1) and (0(1) of California `ode of I P,eyula#;ons, Title 17, commencing with Section 94520; and in areas under the jurisdiction of ;.he Bay Area Air I Qua.ity Management District additionally comply with the percent VOC by weight of product lirnits 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: i 1. Manufacturer's product specification. 2. Field verification of on -site product containers. `I � TABLE 4.504.1 - ADHESIVE VOC LIMITi.z (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS i 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 ! so MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES ! 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED ;0 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING ' 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE i 84 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. _AIME'R: THIS DOCUMENT IS PROVIDED AND INTENDED TO 8E USED AS A MEANS TO fNDICATE AREAS OF COMPLIANCE WITH THE CE Y WA RESPON. PARTY 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 i 420 SEALANTPRIMERS ARCHITECTURAL NON -POROUS 250 POROUS. 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER i 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,a 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 f INISr11N G COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 Y INiAI RESPON. PARTY TABLE 4.504.5 - FORMALDEHYDE LIMITS, 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 i 93120.,12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM i THICKNESS OF 5i16" (8 MM). 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:/lwww.cdph.ca.goviPrograms/CCOPHP/DEODC/EHLB/IAQ/PagesNOC.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:/Iwww.cdph.ca.gov/Programs/CC,DPHP/DEODC/EHLB/IAQ/PagesNOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.604.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area recE iving 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. j h htps: //www. cd p h . ca, gov/Programs/CCDP H PIDEO DC/EHLB/IAQ/PagesNOC. 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. c. 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. i , Y CITY OF SANTA ANA Planning and Building Agency Y YES NIA = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY lie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) Appr9ved CHAPTER FOR PERMI11 ISSUANL- INSTALLER & SPECIAL INSPECTOR QUAL FICATIONS Uj 702 QUALIFICATIONS to 702.1 INSTALLER TRAINING. HVAC system installers shall be tr ined 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 wh n �(n}�e t j ► et s I�sion and responsibility of a person trained and certified to install HVAC systems or cont aclid�lla a@�ikstJ&.AC systems. Examples of acceptable HVAC training and certification programs include but re not limited to the following: 1. State certified apprenticeship programs. Da`e • > O � N 2. Public utility training programs. I Z Z) 3. Training programs sponsored by trade, labor or statewide energy c insulting or verification organizations, 4. Programs sponsored by manufacturing organizations. W 5. Other programs acceptable to the enforcing agency. Z im Cm 702.2 SPECIAL INSPECTION IHCD]. When required by the enforcing agency, the owner or the LUNX n. 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. r 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. t1.I GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 ; I j 4.505 INTERIOR MOISTURE CONTROL i 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. ❑ 4.605.2.1 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 302.2 R-06. A2. 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. Equivat:nt 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 betaken 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 r Insulation products which are visibly wet or have a high moisture content shall be replaced o'�allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.606 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall:comply with tl= 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 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 [3 MAGNESITE CEMENT COATINGS 450 MASTIC;TEXTURE COATINGS 100 METALLIC PIGMENTED COATi:JGS 500 Q MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 C7 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 100 001 TUB & TiLE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 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 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS integral (i.e., built-in) 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS Notes: ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 1 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY 1. ,For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 1 1 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 ANSIIACCA 2 Manual J - 2011 (Residential z Load Calculation), ASHRAE handbooks or other equivalent design software or methods. I j . 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSIIACCA 3 Manual S - 2014,,(Residential 1 ` Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are j acceptable. E I. I THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VER GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS,IFICATION WITH THE FULL CODE. WOOD COATINGS 275 WOOD PRESERVATIVES 360 ZINC -RICH PRIMERS 340 �1 u Df ujuw 3�J aR t e - -- iM li �a � _� __ ..€t -; •.�E. � i fir` � 4 A �' � _ pw NMI - .7000 i7 W", S�H0 est 5th SteetCS 4 n T 3 2 - f251 O!�ALL ,, (-L-' L � rEY G�4,RAGE IN PPLoPEfZ7Y L.INE.' CITY OF SANTA ANA f'IAT Plan *ng anal @yil.d3�. n ency ��iN A p yew , FO PERMIT ISSUAN CF i Maste ID: Date: , � Lo �o v c" co �-U 1 z Ln a N `QZrn ZZ NZQ ujz C u1 0 Z V Z Z ----� x + 7 1 CA Vit�"fl.. NV 1 P RO PS"C LINE 1. - ALL CONTRACTORS AND SIB -CONTRACTORS SHILL CBECK AND VERIFY ALL DB ENSIONS, ELEVATIONS, AND CONDMONS AT THE PROJECT SITE DURING COMMENCING OF WORD. 2. NOTIFY DESIGNER OF ALL DESCRIPANCIES PRIOR TO COAENCING-WoRK. S. N . 3. -WRTIT04 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DB ENSIONS; LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER 4. EACH CONTRACTOR SHALL OBTAIN AND PAY FOR ANY PERMITS O i REQUIRED BY LOCAL AUTHORITIES BEFORE PROCEEDING WITH �► ; _ I.O • 5EE '� i INSTALLATION. HE SHALT. ALSO ARRANGES U fZvCY AND PAY FOR ANY O I t N�dIZ'I AtION INSPEC IONS AND EXAI MA►'iIONS. 9 S. ALL EXISTING EQUIPMENT REMOVED BY DEMOLITION OR RMiABR,ITATION .SHALL BE DISPOSED OF AS.DIRECI`ED BY 11MA. OWNER. 9. EACH SUB-CONi RAC rOk IS CONSIDER A SFECIALIS IN HIS; I I.TRADE- NAMIEB AND MANUFACTURERS REFFEREDTO ARE FOIL. � 6. REPAIR AND REPLACE ALL PROPERTY DAMAGED BY WORK RESPECTIVE FIELD AND SHALL, PRIOR TO THE SUBMISSION OF A QUALITY S T ANDARDS ONLY, SUET IMONS WILL BE UNDER THIS PROJECT, TO THE SATISFACTION OF THE OWNER BID OR PERFORMANCE OF WOW NOTIFY THE GENERAL PERAMM AS APPROVED BY THE OWNER.. ALL SUBTITUTE 01-W RACTQROR OWT:I�S PROPOSED TO THE OWNER SMALL BE ITEMS ,ACCEPTABLE ALL PIPING CONDUITS, ETC., THAT ARE ENCOUNTERED.SHALZ OWNER OF ANY WORK CALLED 4UT ON THE Its THE T3ESIGNER. BE ADEQUATELY SUPPORTED UNTIL PERMANENT SUPPORT IS DRAWINGS IN HIS TRADE THAT CANNOT BE FULLY PROVIDED OR REMOVAL IS AUTHORIMD. GUkZAN-rTT- IG I3.CONTRACTOWS CERTIFICATE OF WORKER'S CONDENSATION SATION PRIOR TO THE COWLETION OF THE WORKTHE CONCTRACTOR 10.7HE CONTRACTOR. AND/OR SUBCONTRACTOR SHALL BE MUST BE ON FILE AT THE BUILDING DEPARTMENT FRIAR TOTHE SHALL THOROUGHLY CLEAN THE EXTERIOR AND INTERIOR OF RESPONSIBLE FOR THE APPROPRIATE "HOOK-UP" TO AI T • � CQMMENCMVIENT OF Wt?ItK. THE BUILDING AND TI3E GENERAL BUILDING AREATO THA, -UTILITIES R 'QUIREU TO SUPPORT THE WORK,WHERE 14.13L�iLDING TOBE TYPE V CC3NSTRLTCTION THROUGHOUT AS A APPROVAL OV THE OWNER CONSTRUCTIQN DETAILS ARE NOT SHOWN OR NOTED FOR ANY N1w4vK NATERiALS AND CONSTRUCTION METHODS FOR • ING RATINGS IN VARIOUS.P BUILD®R S. EACH CONTRACTOR SHALL GUARANTEE, BE RESPONSIBLE FOR PART OF THE WORK, T.HE DETAILS SHALL BE THE SAME AS FOR. - TIpAiS OF THE BUII�DING, AS AND GOOD ANY ALL DEFECTS DUE TO THE FAULTS OF OTHER SI�LAR WORK. BROWN ON THAT PLANS, OR AS AU" I'HORrms AS SHOWN. HIS TRADE FOR LABOR, LEAKS, OR MATERIALS, FOR A PERIOD I I.THE CONTRACTOR SHALL DETERMM THE LOCATION OF D"NE -YBAA MINIMUM. FOLI:OWING rAE ACCEPTANCE OF THE D'I'IL.iTY. SERVICES IN THE AREA PRIOR TO EXCAVATION. WORK BY 111E OVn4M + fJ L A LJ � z U 'Kn �o 0 4 u L) 0 o, 13's 3' u P p,1P � UP I = (oo'�' 0 of uP u � ELECT. !; M CTER 2410 it 5`0It _p 1 L A LJ N WROUGHT IRON 4�0"Hi- --- WROUGHT )RON . "o D P,l`•/E LJ,,Y -a p'' 718u GOf�1 .5L.A5 6� O' LJO. FENC - 3 i Q �9 PROPER.- Y LINE / T074L -. eZc — -' G'_o" Ht . Ljo . FENCE m-. -- cH Li 4 E 1 500 S. Main Street, 2°a tlr Orange, CA 92868 P. O. Box 149 Santa Ana, CA 92702-0149 51_22 JYL�\l S SINGLE FAMILY - RESIDENTIAL PROPERTY CHARACTERISTICS .....:..... CLAUDE PARRISH ORANGE COUNTY ASSESSOR Telephone: (714) 834-2727 w.ocassessor.sov ORANGE COUN7Y ASSESSOR CLAUDF PCRRISH JAN 02 2025 ASSESSDR PARCEL NUMBER (om) IMPS CONSiRULTION YEAR USE CODE DESIGN TYPE 1'� Fl OLD sIIE 2°� fl. BLD SIZE 3td 0. BLD SIZE FINISHED BSMT BED ROOM BATH HALF BATH GARAGE POOL LAND SIZE 100-573-34 1 1941 SF SF 877 - - - 2 1 - 360 N 22,500 2 1960 SF SF 926 - - - 2 1 - 552 N - i 3 1960 SF SF 926 - - - 2 1 - N N t QMPLETED BY - Planning and Building Agency Planning Division 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org Master I.D.: 2025-199990 Project Address: 512 N Huylars Ln Project Name: ADU revision Determination: Returned To Applicant Sapin Dev Rev Application Data Sheet Zoning: R1 General Plan: LR Application Number: RES-2025-988-ALT Application Date: 05/20/2025 Planner/Project Manager: Estrada, Victor Application Description: Applicant has submitted revisions to MID42025-197083 -- The applicant is proposing to revise the side yard setbacks for the ADU to be 12 foot side yard setback instead of previously shown as 15 ft. Dev Rev Project Conditions: Added By Date Added Condition Estrada, Victor 2025-05-20 Ok for Plan Check S. L) 1 -011 L-[---- ____ - . _� 0 Planning and Building Agency Planning Division 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org Master I.D.: 2025-197390 Project Address: 514 N Huylars Ln Project Name: Detached ADU Determination: Returned To Applicant Sapin Dev Rev Application Data Sheet Zoni)tg: R1 General Phan: LR Application Numbler: RES-2025-986-ALT Application DAte: 05/20/2025 Planner/Project Manager: DAlessandro, Francesc Application Description: Applicant has submitted revisions to MID #2025-197083. -- in order to establi a new bathroom to serve a bedroom in the ADU instead of a walk-in closet. Revision also includes a chan yle in side setback as the applicant is propopsing a 12 ft side setback for the ADU instead of a previous 5 ft side setback. Dev Rev Project Conditions: Added By Date Added Condition Estrada, Victor 2025-05-20 Ok for plan check ExtsriNG FLOOR PL4N IN N I- G11 ell (5" GARAGE 0 -1 gig * 181 " l 1,G• 0, 1 1 MATCH LINE I I 28' 3" I_ e)A1.3" � • �F. -�s.3o r�DDRESS 0512. N. HUYLARS LN. S4SJTA AN.4 uP •95.4•�� sF� J �I 3 z LAW DSGAP�S 4 V I • FF. 7�5.30 ADDRIE5 0514.N. '� NUY1._ARS LN SAWTI&. Arlo. •954�5 sF• 3477 I, Y c G.3.� 1 t I 1t� 3„ uP 411 o„ 5101�. FG.� .�r- L $ _ O 101420 ► ' i' 2 P ;Zx J :; r1 �N t SP cE5 < _ 3 Z d PRoPEI"ZTY L.fWE _ I ' Ntw LA H DSC&pES 1' 1 MA, \ � � J PP,0PEP uN --- -- Go gle Maps • 4217 W 5th St, Santa Ana, CA 92703 to Harbor- Walk 0.3 mile, 8 min 5th, Santa Ana, CA 92703 i W HoilyNne Ave W Hol y'ine Ave Q v- Z a & W N -d Ave Hazard Ave Hazard Ave Hazard Ave 0 o a St /Ha7111A111 Jenk{rs St cD Z hare: eSt S,:ve:.., 4277 West 5th Stre W W Sth St 5ih St W Sth St N N W m m L R w N > Z _ — v. Z p = L 2 Z Z t St W 1st St W 1st Sf W 1st St C Go Q gle S 9 Y U . x Map data Oc 2025 500 ft Use caution -walking directions may not always reflect real -world conditions 4217 W 5th St Santa Ana, CA 92703 T 1. Head east on W 5th St toward Huylars Ln 0.3 Mi t-� 2. Turn left onto N Harbor Blvd 85 ft Harbor-5th Santa Ana, CA 92703 CITY OF SANTA'ANA Planning and, ��ildi�9 ,ncti 5/as/2s 1 Q FOR PEIRivu i iDDutm\CF in - Master ID: ,W c n as co U) . = tw � Y � Oas7 G. " �8 -2 - �---- 23 GATZAGE LA z o c`nv z a. . s 512 514 IYL�\l S L \NE krz-® E*15T 13UIL.IDING NEW 116.1DU 0 F::O FLOOR PLAN SEE SH EET -A - 5 CEIU I'm 145"_ HT. Q� 4 ■ DOo PZ SCHF.DUI_E : O CORE HINGEO =vxG•$ SOLID w/ L,OCA4 W /-rF- '1 P . G L . WOOD I-•�OLLOIJ CORE HO HINGED � IM ERIOR. DOOR. O3 11 i 't 3.0 -AG-0 AS PER MANUI. DOU IBLE LINF-H HiNGEO ® �.0 X 6� 1 AS PER MANUR 81 _ FOLDING LO ©%4 RED v T IVam, (2 LUNDR`Y LOWECG 507'TOM OF ®1 I� t ,t 5=0 x 6.S AS PER t` ANUP. DOUBLE HINGED QE. w A.RDR0aE © aOlx G-OI AS PER r~ AMUF . W-1HGC1D "A?ER MEATER WI LaU%/E.SRCD VEN'TC. DOOR + V F_14lT " I+ , �' X G • o 4 A f a wo®D E-I I NG EL] THRU ROaF � l3Ei] fZf'1.1 }•{ t7 t_L� taJ CORD. R,dTHR- 1 �-►GHT r 5WIYCH< GONT(ZULS FOR HEATING V E N I I I.A'T+p ,.� t 4 A1IZ GOHDITTON G HT ELC-cr- OUTMT F L.00 t::L Product Parameters 2.4"24" . -� a 7.8" WeU. Product Name Aluminum Alloy Handrail Material Quality Aluminum Alloy Bearing 242.5lbs Product Size 24*2.4*7.8inch Mmnted on Solid Wall Product Use Shower Room / Toilet Product Weight 2.12lbs I SHGC = 0.23 U - RACTo1Z = 0.3 • VitaYL. FRArY1S ■ W l l--1 DOW SCH EDU I—E : rOuaLE PANE GLASS A O 61.0� I -©II x UIN �. Ei"1P- Y GLA 5 SUbER. L �-ivlt�IG - DiN11JG rzAmiLY RMS W/. © �+ ' �+ S'O x4.0 i �/tl41YL� G SS � S►-1D�. Z, L ,CiEDROOMS , W/ SAFETY PiNs C O 3- \AHYL GLA$$ S-DERTEt'• C5A-THP.OomsOX TY PINE Reinforcement for Grab Bars. [R327.1.1] At least one bathroom on the entry level shall be rro,.ti e with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level, at least one bathroom on the 2nd or 3rd floor of the dwelling shall comply with this section. 1. Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency. ?. Reinforcement shall not be less than 2 by 8 inch nominal lumber (1-1/2" x 7-1/4" actual dimension) or other construction material providing equal height and load capacity. Reinforcement shall be located between 32" and 39-1/4" above the finished floor, flush with the wall framing. Water closet reinforcement shall be installed on both side walls of the fixture, or one side wall and the back wall. 4. Shower reinforcement shall be continuous where wall framing is provided. 5. Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6" above the bathtub rini • PROV'IDS 2 x WaoD BLOC K) t4GS a wa in WHERE OCCURS ELEVATION AT SHOWER T PICAL FOR A-C •BATHROOM QLa=*Cftor —. t-W d FW Sprayer j 24• 1 i, FoUrgACASeW ROLL -IN SHOWER —A ^ I 0 o0 -(9 00 • ,ALL DiMENSiON5 -Y NOTES) DFSlGNS ... Or- Abu _ 512 1" AOU _ SI A- ARE SiMILAF- WROUGH-r iROtJ t-IA N D RAI L Electrical receptacle outlet, switch and control height: Electrical receptacle C. i QTE&);Z DOOR ; AT LEAST 1 .5A-1 HRi" + 4 _ BEDR'=I. outlets, switches and control (including controls for heating, ventilation and oN ThIE CwrmY LEVEL 5HAL-t- MOVIDE A D®oR WAY W iTH Ca canditioningj intended to be used by occupants shall be location no A µET CLEAR OPr.NIHG dF NOT LESS ?MAN 3'.4 more than 48 inches measured from the top of the outlet box and not less , i''1EASUC�ED �1l-1.�^{E �� PO��.t•tONED A-r AN ANGLF- GF than 1S inches measured form the bottom of the outlet box above the finish floor �O C)EGFLEE5 FRom THE CI.0SEQ F05►TiOW IN THE CASE of A 2 ®R 3-ST'ORY St NG�,fE FA►t�t►L.'Y g�wEl,LtNG ohs 'TkE Doorbell buttons: doorbell buttons or controls, when installed, shall not 2 Nt i . OR. 3 R.D. Fwom OF -NF- VW ELLtNG 0A e1,4►'TH1ZM. i exceed 48 inches above exterior floor or landing, measured from the top of ®fL Zi4 Dptn, j5 RIOT LOCATED ON THIE ENT(ZY LEVELthe doorbell button assembly. Where doorbell buttons integrated with other ^� featLires are required to be installed above 48 inches measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceed 48 inches above exterior floor or landing, measure from the top of the doorbell button or controls. ¢I ON CBNTE CLAS S W ASPHAL SH44GL.ES ROOF ` - GAF - ICC - ESP-13Tws*r. 9, 01Z EGA4L CO Lo R. To mATCH 0 5/45/25 Of-eved0 ;MIT 1SSUAJq_Q-' Z� lz� t� to N d' Mai f� OUr" 13.Yt 4 Z� 00 0 QZM s .. W cai. � _0 z o rnF-= N Z � z 0 r cl ci Q'l V 0 Z Z -- L to r In L i i r M? f 1 ro --- I - 0 . E 0� ME-rAL GuTTEr2. £► OOW N SPOUT Fe- 1/4" = 4 CLASS 5141NO A ,&S PHALT SHI WGLES F200;: _GAF -1 CC - ESR 438 9/r--a u4 1. COLOR TO MATCf A EX.LST. LNO ACO F- BELOW LINE M ETAI_ FLASHING . ........................ • OCFA STANDARD RESIDENTIAL SITE PLAN NOTES QQEA RE.QIRF�1T �- OCFA SITE. INSPECTIONS ARE REQUIRED FOR THIS PROJECT- PLEASE SCHEDULE ALL FIELD tNSPECTiONS AT LEAST 72 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER I P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A RE —INSPECTION FEE_ CALL OCFA INSPECTION SCHEDUUNG AT (714) 573-61511 2, FOR PROJECTS WITH FUEL MODIFICATION, A VEGETATION CLEARANCE INSPECTION IS REQUIRED PRIOR TO A LUMBER DROP � INSPIECTION. USE THE FUEL MODIFICATION PLAN SER%ACE REQUEST NUMBER TO SCHEDULE THE VEGETATION CLEARANCE INSPECTION. 3, ACCESS ROADS AND HYDRANTS SHALL BE MAINTAINED AND REMAIN CLEAR OF OBSTRUCTIONS AT ALL TIMES DURING AND AFTER COINSTRUCTION- AREAS WHERE: PARKING IS NOT PERMITTED SHALL BE CLEARLY IDENTIFIED AT ALL TIMES - OBSTRUCTION OF FIRE LANES AND HYDRANTS MAY RESULT IN CANCELLATION OR SUSPENSION OF INSPECIICNS. 4_ THE PRO,.ECT ADDRESS SHALL BE CLEARLY POSTED AND VISIBLE FROM THE PUBLIC ROAD DURING CONSTRUCTION_ 5. ALL GATES IN CONSTRIJC71ON FENCING SHALL BE EQUIPPED WITH EITHER A It1'' OX OR BREAKAWAY PADLOCK. 6- ALL FIRE HYDRANTS SHALL HAVE A 'BLUE REFLECTIVE PAVEMENT MARKER' INDICATING THEIR LOCATION PER THE Cl STANDARD. ON PRIVAT€ PROPERTY MARKERS ARE TO BE MAINTAINED IN GOOD CONDITION BY THE PROPERTY OWNER. 7 ADDRESS NUMBERS SHALL BE LOCATED AND DE OF A CC CR AND SIZE SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE ROADWAY FROM WHICH THE BUILDING IS ADDRESSED IN ACCORDANCE WITH OCFA GUIDELINE B-01, 6. APPROVED ACCESS WALKWAYS SHALL BE PROVIDED TO ALL REQUIRED OPENINGS AND ALL REST LIE utlNpOwS- 9. APPROVAL OF THIS FLAN SMALL NOT BE CONSTRUED AS APPROVAL CIF ANY INFORMATION OR PROJECT CONDITIONS GTHER THAN THOSE ITEMS AND REQUIREMENTS IDENTIFIED IN OCFA GUIDELINE B-01 AND RELATED PORTIONS OF THE 2022 CFC AND CBC. THIS PROJECT MAY BE SUBJECT TO ADDITIONAL REQUIREMENTS NOT STATED HEREIN UPON EXAMINATION OF ACTUAL SITE AND PROJECT CONDITIONS OR DISCLOSURE OF ADDITIONAL INFORMATION, PRO C'1 Sl NOTrS (CHECK ALL THAT APPLY) STRUCTURES LOCATED IN A FIRE HAZARD SEVERITY ZONE OR WILDLAND—URSAN INTERFACE AREA .ARE SUBJECT TO THE CONSTRUCTION REQUIREMENTS PRESCRIBED IN CHAPTER 7A OF THE 2022 CBC AND/OR SECTION 337 OF THE 2022 CRC, CONSTRUCTION MATERIALS/WETHODS ARE REVIEWED AND INSPECTED BY THE BUILDING DEPoA TMENT. ONE OR WORE STRUCTURES SHOWN ON THIS PLAN ARE LOCATED ADJACENT TO A FUEL MODIFICATION AREA, CHANGES TO THE .FUEL MODIrICATk)N ZONE LANDSCAPING, NEW STRUCTURES, OR: ADDITION/ALTERAPON1 TO EXIST NC, STRUCTURES RFOUIRES REVAEIW AND APPROVAL BY THE 0CFA, PRO,1EGTS LOCATED IN STATE RESPONSIBILITY AREAS AND IN FOCAL RESPONSIBILITY AREA VHFHSZ SHALL ALSO COMPLY" WITH ALL APPLICAOLE REQUIREMENTS FROM TITLE K DIV. 1.5, CH. 7, SUBCH_ 2 ';RA FIRE SAFE REGULATIONS` AN GUIDELINE B-01A- ROOF �C � �. ; �zooF y/CNTiLAT10ty t�Rrl��z 7�QU i REt~1E NT FOR 'THE AOU e 514. N. HuYLA95 IS SimiLAIR. To 51e. N. Hu` LAFz5 >0 J y a 1_ 0. 8 R0 O F \/ E.NT CA �-C . OF EA. ADu. y��4.75 SF �►5a, = G•365 5F. 8,1DoFZMEC�.S (5EE : 40/A-9) 8 x O.SG SF. = G.88 SE, �LiE Jib �i v CLo,SS A ASPHALT SkVAGLFSI RO0I~ G,A r- _ ICC _ ES R 138 91Z EQ 114 L CO LO R TP'l�' O TCH �X15T. 4 oN C EN'TEZ w/ A Z" SQ, W .i. Pi cICET5 y r STUCCO � rl4 W 41-m MEYAL, GU TTEP. ��12 &, r)oWKsRouT � 41 �4 FlN• WHt1`E CEILING WOOD P12AMS I � I II I II I � I I I I I 1 1 I I is II � � II II ►� I I I I 2 i ST I I I I I I I I I i I 1 I i L.I CCO I — WALL oo FI IN , FLOOR. ct J L J ,L- J L E LE Vi is 1 /4'I = I'.o�► ()N r� s/45IQ5 a " If djzL IT ISSUA a N �! Main S •� c o C4 � • IZC a c---- - -- - ) zcq a z Z x� L� +Z C4 < --- � a In NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SURNIER'Y" SITE C(LYNDITIONS PRIOR TO COMMENCING WORD. 2. PROVIDE STREET ADDRESS LETTERS WITH MINIMUM 6" HEIGHT, 3. UNDERGROUND UTILITIES ARE REQUIRED. 4. UFER IS REQUIRED AT NEW ELECTRWAL SERVICE. 5. HEATING SYSTEM SHALL BE CAPABLE OFMA INT.AINING ROOM TEMPFRATURI OF 70 F. DEGREES AT.A POINT 3 FT. ABOVE T E FLOOD. IN ALL ROOMS. 6. 100 AMP ELECTRONIC SERVICE RED'. UIRLED iArfIEN FLOOR .AREA : XCEEDS I OKw AND/OR ADDITION EXCEEDS 50% t )I' EXISTING, 7. PIPES, DUCTS AND OTHER NON-STRUJICTURAT, CONSIRUCT'ION SMALL NOT INTERFERE, WITH ACCESSIBILITY TO OIL WITHIN III` -UNDER FLOOR AREA. S. ALL NEW ADDITIONS WILL BE USING EXISTf ITIG tjExr AND COOL FACILITIES AND PROVIDE EXTENSION OR CONNECTION OF DUCTS PER CODE.- 9. PROVIDE EXHAUST FART WITH 50 CF:vI AIR CHANGES. (WI46RE OCCURS). I O.NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL N TWO PLACES. ONE IN THE UPPER 1 /3 JF THE TANK AND ONE IN THE LOWER. 1/3 OF THE TANK. THE, LOWER. POINT SHALL, BE A MINIMUM OF 4" ABOVE THE CONTROLS (P.C.:510.5) I LWATER. HEATERS INSTALLED IN A GARAGES- SHALL HAVE TI-IE PTLOT BURNERS, BEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL (510.1). (WHERE OCCURS) 12.GAS FIRED VIATER HEATER REQUIERES A'MIN OF 100 SQ. INCIRES OF COMBUSTION AIR, HALF OF WHICH MUST BE WITHIN 112" OF THE CEILING & HALF OF 101HICH MUST BE WITHIN-12" OF THE, FLOOR. 13.PROVIDE 30" CLBA-RANCEABOVE RANGE TO UNPROTECTED COMBUSTIBLE MATERIAL, OR 24" CLEARANCE ABOVE RANGE OR OPEN TOP BROILER WHEN EQUIPPEI~ WITH METAL VENTILATING HOODS. VENTILATING HOOD SHALL BF V] NTF,D TO OUTSIDE AIR (906.1) 14.A"t .A FIEF' `I�"�ERATOR SPACE: PROVIDE WATER. OUTLET -FOR ICENtkKER. 15:PROVIDE `3,FI PROTECTED RECEPT!'� ,.L.E OUTLET IN BATHROOM, GARAGE, OUTSIDE LOCATIONS AND AT ALL `OUNTERTOP AREAS OF THE KITCHEN. 16.LAUNDW r FACILITY SHALL BE ON A. SEPARATE ELECTRICAL OUTLET. 1T.WASHER SPACE:. PROVIDE HOT AND COLD WATER.OUTLETS AND DRAIN. 18.DRYER SPA.CE:'PRO'VIDE GAS AND ELECTRICAL OUTLET 4" DIA. VENT OUTSIDE. 19:CLOT.HES DRYER MUST BE VENTED TO OUTSIDE OF BUILDING (908.1) 20.ELECTRICAL CABLE TV AND TELEPHONE SERVICE ARE REQUIRED TO BF UNlitRGROUND. 21.APPLIANCES 09 GARAGE SHALL -BE PROTECTED FROM VEHN;ULAR DAMAGE (UMC 303.1 AND UPC 510.3) 'W1-IEEL BLOCKS ARE INStiFF101ENT. 22.SHOWER WITH SHATTERPROOF ENCLOSURE AND DOOR, DOOR SWINGS OUTWAt2D..PROVIDE NON -ABSORBENT MATERIAL FOR SHOWER WALLS TO A MINU,4UM HEIGHT OF 72" ABOVE DRAIN SHOWER. COMPARTMENT WILL HAVE A MINIMUM OF 1024 SQ. IN. 23,pROVIDE 12" SQ. (MR41M M) ACCESS PANEL TO BATHTUB TRAP CONNECT N EXCEPT' WHERE CONCEALED FIXPRE CONNECTIONS ARE MADE WITHO SLIP 70TNTS (405.2) 24.ALL W N L FRAMING SHALL BE 2X6 STUDS @ 16" O.C. UNLESS OTHERWISE NOTEE'. 25.PROVIDE FIRE,BLOCK STLID WALL &, PARTITIONS AT FLOOR,' CEILING, SOFFIT; AND AT MID HEIGHT OF WALL OVER 10'-0" IN HEIGHT (708.2.1) 26.AALL NEW AND REPLACING WINDOWS SHALL BE DOUBLE-GLAZEDIS LESS THAN 60" FROM FLOOR. AND WITHIN A 24" ARC OF A DOORWAYS VERTICAL EDGE MUST BE TENWERED (2406.4) 27.CLASS W -1ICH IS LESS THAN 601` FROM FLOOR ,& ND WITHIN A 24" ARC OF A EIOOR.WA-'PS VERTICAL EDGE MUST BE TEMPEF'ED. N EVER. f BEDR00M. AND BAS SEMEW, PROVIDE 1 OPEN' ABLT ESCtPE 1DOW MEETING ALL OF THE FOLLOWING: -ALL OPENINGS ARE OF NO LESS THAN 5.7 S.F. -A MINIMUM CLEARANCE OF 2411 HEIGHT AND 20" WIDTH. -A SILL HEIGHT OF NOT OVER 44" ABOVE FLOOR. 29+.SMOKE DETECTORS ON CEILINGS TO BE HARD WIRED WITH BATTERY BACK UP. 30.SMOKE DETECTORS SHALL BE INSTALLEDIN AREAS GIVING ACCESS TO SLEEPING AREAS, IN EACH SLEEPING ROOM, AND AT EACH STORY/LEVEL (3 I o.9.1) 3 1.1, AVATORY, "IAPMO" APPROV kL REQUIRED FOR I -PIECE LAVATORY. 32.S3AL ANT:) PAINT I -•COAT FLAT VINYL AT ALL ROOIIIIS EXCEPT THE F'.ITCFlFN kND RES'l'ROOMS. 33.FINISH WITH SEMI-GL.00S ENAMEL AT LUNCH .AREA AND RE, STROOMS. 34.CLOSETS FINISHED WITH SEMI-GLOOS PAINT. 35:ALL WALLS & FENCES ON SITE REQUIRE SEPARATE PERMIT.. 36.1b:)OF VAILLEY FLASHING REOTARED. 42 41 m- • /� .. .�. �. , �7 -� ► ,FA G ECT IN.. LO 11421 = �1-011 �5EE 5-mx- . FOR ims:owmA-T(ON 5HF_"T'I-fNG R_13 R-30 5/%niYpEIA G1 P,W.ca BOTH 5105-5 Fr_• 145.30 WINDOW SILL PAN OPTIONS . GRACE WCORO PLUS'SELF-ADHERED.FLASHING VEIN Wrtvar LLARRIER: H WEATHER PZ49 EXTERIOR SHEATHING 1. I"mGRA7E INSi 7fON OF WEATHER RESISTIVE BARRIER WITH GRACE ""°PLUS TO FORM ATER-SHEOD* LAPS, FOLD UP WEATHER 2. RLPCORDV"AS SEE 4 REMOVED AT OIL_ FOR EASE �P RESISTIVE BARRIER AND OF INSTALLATION AND/OR COORDINATION OF OTHER TRADER TEMPORARILY SECURE 3. SCORE AND FOLD i NEA^tHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR GRACE WCOR PLUS INSTALLATION 4. INSTALL GRACE VYCOR PLUS HEAD FLASHNIG UNDER WEA7NER RESISTNE ` WRIER: MECHANICALLY FASTEN AS NECESSARY L 5. FOLD WEATHER RESISTIVE -WRIER BACK OVER HEAD FLASHING AND SEAL. y'"' SIDE EDGES WITH WFA7NER RESISTIVE BARRIER TAPE OR GRACE VYCOR PLUS t SEE VCRDET-.20 �p MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS 'GRACE VYCOR PLUS PLATE VCRDET- OPTfONS) ATTIC. .- I 514 N. H L ` LA RS LANE NE S! Q SEE: S iT E FL,AH '1 F5lL 6 r,LEV • CE RTIF IC4TE5 WEATHER RESISTIVE, BARRIER (CHECK LOCAL BUILDING CODE FOR-. REQUIREMENT'S) . r� GRACE VYCORNERTM gyp' OR CORNER PATCH RECOMMENDED (SEE VCRDET_ 507 OR VCRDET-504 FOR OPTIONS) i GRACE -VYCOR PLUS SEAL TOP OF JOISTS UNDER DECKING (SEE VCRDET -301) ; NOTES - A. VISIT GRACECONSTRUCLEON.COM FOR THE MOST CURRENT DETAILS, INSTAL AMEN VIDEO AND PRODUCT DATA SHEETS a RIPCORDmCA4 RE. REMOVED FROM GRACE WCOR PLUS FOR EASE OF INSTALLATION 0 INSTAJ.L GRACE VYCOR.PLUS IN ORDER AS SHOWN 13Y NUMBERS p. MECHANICALLY FASTEN AS NECESSARY 6 DETAIL ALSO RFLZ►AMT FOR GRACE VYCOR V40 AND VYCOR SUM OPTION A GRACE 1-0 PLUS WOOD SIDING (SEETECH LEIER#1) r- SILL PLATE NG CITY OF SANTA ANA Planning an #j�c�ingncy Approve � FOR PER71\A_1_T1SSUJkNCE r Master ID: Date: 12 C.awc . STrins •0 ;Lj 4s y ` ,b<7 6n-F�� OPTION 8 CORN7r- ATCH (SEE VCRDET-W OR CIBLE SEALANT (SEE TER #7) WOODEN FURRING STRIP SILL PLATE GRACE �--� \/YCORNER SEE NOTE-B . WALL SHEATHING ICTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS MOVED FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION AND FUTURE TIE-INS M WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE S AS SHOWN ABOVE R PLUS AROUND REMAINING WINDO UNIT PER GRACE WINDOW DETAILS (VCRDET 100 TO 111) 4G CODES FOR WEATHER RESISTIVE ARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER 3 LAPS ,CCOMPLISHED USING A WOODEN FU RING STRIP, AS ILLUSTRATED ABOVE, OR BY FOLDING THE GRACE VYCOR PLUS ADHESIVE LAYER 3ODEN' FURRING STRIP ON TOP OF DING PRIOR TO GRACE VYCOR PLUS ORFATEI TFIAti 61NCfiES, A SLC)PQUIRED IN ACCORDANCE WITH ASTM E 2112 JT FOR GRACE VYCOR V40 AND W DR/WINDOW in FEASHING •w YI Q ©a• `>Iv c7o Y Hsi r --CITY OF S FIRE DEPARTrJFJ--4T N07tS, ,�4N ^PPP.0 VF.,P SrtoK% 41 ARM 3N4►L.L. IbS 1HSTA►L L-ED i IS SA- S1. eaPi1JG RCOM S. NALLW4,Y O!~',.o►t3PA G1V1N6 ACCESS -M A SLEIEPiPQ PJ=M �^ND OR. VA4H - Srot2Y ^$4 OASEr`4191di" FOP- 0WE LJ..(r4G-s W/n' OPM -THAN 4. S'1" RY . SMOKE ALARrnS SHALL. Ze iWTEMCAWtsECTEr so -rHA-r AG-r"-,ezt4 or- 4. A►LAmr1 WtL1 AcT VAi is oQ.,.L. ALL --"CHI, AtrAtzr'1S uxrNiw -rHF- iwDiVIvU&I. VWC-UiNG UNI'i im New CJtW 57RL1C-rt0N 5MCXE ALARMS SHr4.L.I.- RECgiVE . THE-if2. f'Ritn,&.RY Ft:owER Sc uRcC Mom -n4rr- 5%SiLr>iwQ WIRING fA, SMALL bG EC; UiPPE-0 wt•TH SA-rM1RY M449-UP Low "Tnaz-e moo.. C R st4) !m:(KE A NO"rE • WHEN MORE -ni .N Ir ot6 .astern iS ReMuiOAD To 13F_ !t4 sTAUA0, Wi-rtttfif AN iNtAViD"L. DulEL-LiM13. PIAT;1'rV4E 4LAR.' +'t V%vicS5 S"w.. t3E *1m-reizCot4Q9w iN At �s�./s�c�Ar� �t�r ,fit- �r�l� �ACTWA-rio*., t� tAt•A4� n WiL L Acatit/,6't"E At. L OF THE ALARMS -ra ioNviou^L.- u Wr. . CARBON MON"' IDE .� iUJHSm Oroi►1l-H MC�ISOXtpE ,4,1..Ar{r� s. udmso DWISMWWC, UWr'r OR WiT#ttN A. SLSEPiWG Ut YT' ��A.L.ARr"t 5t-tat..R.. �E iW-rEtz�ot�Nrc�>trl, !*�A rrL&o clam lviA-r Ac1'iwti ow c7F oesa ALAxz n ISHAu. Ac tivwurE ALLaF'THE AL PJnS tit 1welvicuALr UNir EXC EP71O 11�i`CER � NNEG�1"ti"�N 1'�► N0r1� �s%��r.."'� �►� ��IS"�'i�ii otd}Ett. oa 1- miTS WHeR s [zwpA. Ms X0 wo-rr RESut.T .1A1 .THS REtIOVAI.�: GIP tLLd%L %. ,4.ND CEt UNG F11.I1SV4C S, `04E i2E _ ►s No Ac zss By r n txA14S or- ATTic � SAS"&Wr oa cR4oh-WL* SPA- AMP too mtnviclin I1SRF=CI,0ANL �40TE:. ��• PlzovEy7� 1%t'i"ERco1.1t�E:GTED t-4ARL7. v�.}ttZ�'C7 " St�1� & t.A.tzm " LJ i-rti-i. t�Tr-MI Y eA*Ct4 - UP Uri "r 14S r-O LLOW Wr ©u"r513E QF r;xAi-t Sepwz oaxr= 'St...EF_P1 4G .b.REAb, iN nnm irnt1S&1ATF_r/iCIV41" ry, oPl THE OF-DRcor4 Is . c, Ot3 E.�Ct-t .41�t3!'T"ICSt�S,t�.L. STpIZY a{='rv4E J>WE1:.LI)46 iN c �-L1UtNG !�►.SE,t�'1 �� TS AN D �tal3i'%©.�--1� �'�c� eu-r t4c-r it-act,.1.S61wa . CtzA,WL. SZACES *A. - �� • 51�'ttS�E fiLAtRt�'i SHAt.-t. �� ~r�5T�t7� t�'t.�iN1'f �,i N� li�i ACC-oT; .VA t4CF_ Wl Cr4A►2�4i;-S.l~,a�CT1.iC ER: i�1S'TF?LtC"t"i ©t�i . I SMOKE AI. A;Zvl suALL- 8M RMCGrL> AFTMR 10 YS6RS F-Rorn ' rR E vA t E CST= boa U 41t 3) • Got�U�r�-r'icatsat- io�i�T'`tt�N ��►o��,�t-zr►'t ~�r�AT, 50L,ELY t3A"rMIZY FOwI~RRD 5HA.t-L. V� 5-1Q 11PPED wTT�f A 40 ys&&;m,5 zA-.r emy fA. HAmvm A 5iLvv4(=e Fe a.`t'i-iRE q-} • GAOZ(.� t tJ0#J0 10G ALARM " SW41:.t..15S 1N`MlZ 1.1AIZD,. I.Vi ReD W/ 13641"MlzY 13ACK up 5)• PrS;z SECT`1ol� 3o1+i•I �� t.:,AL•GFLEE�.1" 'L� lY L�wV 11©I.3(C) ,ALL VJ0t4 COimpt..li4.wr PL.tSmsiwG T=1)GTUJZSS W!T- t11-1 1-441S fZr=SWGWT1AL J5LVG- ai5- mPLACED ts4t`rH ^T.R - C0WSS1ZvIWG- p1..E.114S1pG FI>•TUfZCS :guiL.Oi�tGS IziN�rb.>..W o14 oi~z. ,a -1• rz I-i f94 ARE X PT Pp4dort -THIS �Tj1t$ vo ILr fz AowlRs fw APPLY To -MP. UZ, - 00 ) EtT *;=R tr:4•_:AU30 01'L 1.AA=VX SA ft COPPER--CaWDUCT0W. aR * A CR LARGE. ASS" SON C To GAS & W'or-m t WME b • PRovip19 AN iSOLA-M So AMP ciRCUir Forz me TzvcsEpTActzS IN eAcH eo&mFzootn G • PSOVIDE TWO 20 AMP SM4AJ--..AFFUAA4Ca t c1mc 1tTs top 'Cw- REcSPrAcLSs •1N kircos l A • Qi7C�Vt3?R Ot►tIC 'TD,L�,t'+'ti!' CLRGLSCt' )34FG-Tl�� e • PRoviDS.�a-SEPARA'r't� s�� AWto: Wt1 15M.0 CORCUiT F;WtTOE RS&ePPTACc -E �CASA= ViSP%11- -� • pfadive AN iroC3Lp, mti r&RAmcm ciec tr f'csm cEi ygAt. He-1 .rnmcp Equtf'MWT c� • paovlfltZ, q t..i6K-r C'itacuiT FOR f ct4 5©o 5.. of tj vA La A QvA S K.J7"CHEN vEN-r 100 Table 150.0-G Kitchen Range Hood Airflow Rates (cfm) and ASTM E3087 Capture Efficiency (CE) Ratings According to Dwelling Unit Floor Area and Kitchen Range Fuel Type Dwelling Unit Floor Area (ft2) Hood Over Electric Range Hood Over Natural Gas Range >1500 50% CE or 110 cfm 70% CE or 180 cfm >1000 - 1500 50% CE or 110 cfm 80% CE or 250 cfm 750 - 1000 55% CE or 130 cfm 85% CE or 280 cfm <750 65% CE or 160 cfm 85% CE or 280 cfm v vsm-r -To ouTSiore ADU square feet = 1000 Kitchen Exhaust-280 CFM ■ SYf'"180L: 1 QG1-IT 5WiTl--1--1 D�C'1f''i t /L1GHT SWi-M- "i. 3 DUpl ey,/. T caUTi..ET Ci;Z,CUT x14-r5RRUPrttJ cj 04,rGif ,a►l . *r-r Ut_T C1PCt-I-P T`e.RRU P`1"iNG . cor1 ru-r%R OUTtF.T 8 CEEttr. W(� , 1 LIOTF-0 L-T. F1'ATL3 W;c�tt.: i''t�LStKi'r�o L..iC►4.1T" �Zla(�ti. i�►CY1 to .. CAP-150.W 'Mopoxltm CSTECToFZ ( i- AP.0 ix 10F. J - wl 'T3A►`t•TE fi�.Y CK� rise it & --n . qi . ou-rL o it 0W �,'r eACKSO --UP l T' . C-z'Y Ir 14 t'5 'o.s C)C4 PPAA.W <--y 3EN 1 VA4^NC;Y SEM90'R 'SW t'TCA N, J �S Eh15oR SEh1500L rnIt11 SPLIT/ Ar-cl• COHDENSEFt /�^r<\- WA V__ 9z l�Ob LL-5 fJtbL HOSE • S E E R '16 W �,-�{ER, LiiC3i3 • EER 42. RESlSi'A1�4T • EFFicENCY 6F1. OV"rl£T� T*fP. $ HSVE AV r- 5 Co.w7- I � I Y L\.. \1 S ZGN,,VK PROPRIETATY GYPSUM BOARD American Gypsum Company - 5/8" FIREBLOC TYPE C BPB America Inc. - 5/8" ProRoP4 Type C Gypsum Panels G-P Gypsum - 5/8" Tough,Rock® Fireguard C Lafarge North America Inc. - 5/8 Flrecheck® Type C National Gypsum Company - 5/8" Gold Bond® Brand FIRE -SHIELD CTm Gypsum Wallboard PABCO gypsum - 5/8" FLAME CURB® Super'C' Temple-Inland Forest Products Corporation - 5/8" TG-C •�1 • : Pt?+0vim A SEPAPATE 20 AMP CiRCut r FOR SW.M, Plx.try APPL A"CR , S=14 AS CARSAGE VISFI*4 alSt ��►s�sf=�yR�.,r, s�ijf�iN��{-�M44C4-}st� 4 , Dszy �yR. , Aim CoNDiTeossimra Otz suiLT-- itt H"-M149 , usiT4 ,& m6 roR op 'r/+ B.P. ofZ uAV=04 t, • ALL, eMc't". oUYL.E T5 S"u 8 - TAMPER - R Si ST4r CM C CKit-D . PR P > �,,`..•,.� 37 • VROVIVS A RECE.PTACM .443V ,& L.'t6Hr w li4 S W t1tt# &I- TNP. AT'ne A MSS iC • F%iM42Y 6QKTIN6 AT 5&--T"S A&ID KtTCt#F.W - Sl•�4t.L g� �t.ttOE�FLCRtJT TYPIw_ _ -}�• Pv� AN �xw�,usT � Y b • f:'�t3 St-tALL $tom " Sotiraz Y sv&-P "COMPL iA.M-r 6B acJct" D -Ta "r +tit'a &m ou'r5iM Tus MDG. C • UNt SS P 'TitJuiN� AS A �t�t1�4�iF..i�JT• oFA wmotz HouSs vrzP-r .A.r1*0W SYSTEM FAN S t"► us-r 6E CoNTR6t-tZv sY A 1-iUMIDi T y 'r .. X} 14UMiD1TY Cbf3`PFWL S!•64fr.1,. CIS CAPABLZ c* _ &4r BE.TWESXI- A swat. dvEuy i4utniviyy R.AaGe ply.-t ze8. ICA 5044 A NU i Dt T Y c= 91UMIL- rYLAY U L.'T1 4 = MAt t.tat OfZ Awrot'`A`dc. rnEAN s c1F ,AVT0$-nnV4*P A HtiMipj' y cOWi9MOL MAW BE A SepA^ ►7V c.arn tx"emT 16 "Die EAMA41ST FA" AWS wr Rawhmv To em iWT izAL *r. s W%xJa) LVd )1` J I �O � ML � P�H� �YLa11119S JWIL L= � I L-= • IN HASITAO L E KCOM S , VIt "ALL. 6 G VfT 1 t� t �-1 �►L.R.SD � OR'5HA,LL BE CoN'V1Z0LLr=0 Fi-rt4F_R.-VIHMERs OFF V11,C-4 I~4A4...LWA." f S CALL SE Nirati zFFiCACY rY : 1>t icy 5Eu301Z 11-00 ti GA FILE NO. WP 3241 PROPRIETARYt-A 1 HOUR FIRE 50 to 54 STC SOUND GYPSUM WALLBOARD, RESILIENT CHANNELS, - MINERAL FIBER INSULATION, WOOD STUDS Resilient channels 24" o.c. attached at right angles X to ONE SIDE of 2 x i6wood studs 16" or24" o.c. with I- WOOD Type S drywall screws. One layer W proprietary type !C--------- - - - - - - - - - - -- _ s-ru�s gypsum wallboard or gypsum veneer base applied parallel to channels with 1" Type S drywall s crews 12" o.c. End joints backblocked with resilient channels. 3" Thickness: 5 a mineral fiber insulation, 2.0 or 2.3 pef, in stud pace. Approx. Weight 7pst Fire Test Based on UL R36MT OPPOSITE SIDE: One layer 618" proprietary type X 11-12-87; UL R�7117-61, gypsum wallboard or gypsum veneer base applied at 8-18-87; UL R70941 right angles to studs with 1-i Type W drywall screws 12" 10-24-90; Q.C. UL Design U311 Verfical joints staggered 48" on opposite sides. Sound Test Estimated Sound tested with studs 16" c .c. and open face of mineral fiber Insulation blankets toward resilient channel -side of stud space. (LOAD BEARING) i - H;Z, F-# -F-" PATED tJA L L.. zx. 50 5TC o SOLJ !D D F.-_7A J L Ap FOR PER Master ID: Date: w. E- N- A NT-A ANA— I'lildit- Cy �5/15/25 T IT ISSUA 0 An Z!,+W wa►o, �V Z- 10 coo 2 Ma � ham` Z3,. N or- ul 0 cl CP i U 7 4 2 i sw VW>,M ERM HALF ROUND ROOF DORMER VENT 'Root ventilating product designed for use with a varlety o rooting materfatsi• Aq-pitch dear a0m air movement . and cambustbn release to conjurwdw with attic cavity ventilating system intended for use on roofs with slope from 3:12 to &12 pitch angle. VRAM cloven FIN" lRal 40w ;It Rol ima Wa. vi':srr %WM vwff Nie9tarr vlsr+r UMM Kiwoa age TPA. warn+ rec w ORD~ FM ARM' Dula ter s- 17- ar 14r 1A-x10- 49 OM22 22r 11r 21' Ir 1S 14NW as DM24 24' 12r 2T I r 18- W914- so ?Dmlo 30r IV 31 r 8' 24r• Iftla- 124 DN3ti 3V 18- 42r 6r I Sr imi r 135 c '.Nominal cut out or sub Umtft hole aize t" 9+m inches measured in accordance wfth AMCA SwWwd-M tend t•WI,.0 L T,orAlm"" elm Cdia'iations Include bird screen_L",l a4 0"� 08svlEw l�� • "r 4TANDAM MAtERIALS PA M A8531ASM -GW hot dips t � steel. 28GA and 26GA. Noll At3T'M D9092 - mill phosl! coating for painting• Abi ASTM 8370 - Street copper, 18oz and 20oz. =5 x .025 hot dipped galvanized 230A wire bIrd screen. o r„, (h r x .25"SWD x .501WD FW-EVanded bird screen, Copper or gatventzed stee3. INBTAU.AWN Dglore insta, ensure that the substrate is uniform and even. Oa not instal venting pmducls an uneven+ substrate. ' .-. �lilatiun shah be made to accordance will naco9nize d sheet metal practices. SMACNA Architectural Street Metal Manuel 8th edwon speciticattons"be used as a guide and basis for detail whenever appiicable. SWAM C & J Metal products' venting products can be nailed or riveted using conventional hand or power toots. FlaShings"be fastened to the sutsst�ts by means of wood or metal screws. When f owang ddss6riw ni8tfll8 trio use of 8 s steel a � Use of neopr9rW waiihm or *nijar glUlksbo rtteterlvi i5 �'i�'s,�l� i�iw�ii ►�rA4�� R�nrr*r►ded use otthla product is far e�� of warm cry or sfiphtiy moist air orgy. Ttds p is riot htisrrlded for ' vwi*V or exhaust grease or 4uiti. 03 Oa ��-1111>Aw C & J'METAL PRODUCTS INC 1=AvNXUW'G'0= ro�e�eeo ��a -eaAx AMMOGqZI S w* MOM. Febta ►s Siva 190 TYR ROOF DETAILS 12 TLA�•A C�ENT.PLASTER � , .;.'� IC� DOPZMEP., Q� PAPM SACKING. MEtA4., iATH ' EN i7 PAPER BACKING I;�'Z! HOLE /-ul/ d:EK� Eyl RAFTER \/ENI 7 PLAT q" t_�£TAL LATH OVER SCREEN - ..�: - ,...-...2X 5'tl,EDb I f s •o. ® 1i08 oat» R i I Y. I I{z= pn s - - •. C z 4 a ma/y...� 4 •••}' •f tt .r •r♦r.ww•.. ' .t49TAL DRIP 5CRUSP Rp.RTLAND CEMENT Pi ASTBR.09 : t?E D ICI E= T,�k L LATE S ACIT. S" 13 F z � P-LECT'L4 LAM. EXPANX-SCREED ip CDAT.Clf PA Et.. a g `tom PLASTER • R APPLIED WP. NAILSIZ y R t�+�tlbE a r , ' WA-MFZ Iram.114K• • Vx -- �lKITCHEWCABIN`E- 8 LACT FAt`I�L. � ttcl�:-WAT�RPt�t�CF� p F''R tRff=M*WI;AMNS V u STUCCO TOIHT5 L�3 !II 1• ' I f''iE'VA%L GUT-rP_F',� -�600 SA45QA I ' .. ' � oc�t..lr•isr�u-i f'1ETAL GUTTER s DJ(_1`._)LJN5F0U 14 +7 ism. ip.4�ee', - . .* . 7A:Ic�Ca • ,� Imo, : `. r� 1 WOCC3 SHIM SLIDING GLASS WiNDOW r4- 0000l S rr Lac•'-':PGiCi,-_�', ��'_L.�.� ZZ I • `•' �•1'•1•::N,;.�• � V-. ' i" � yili��i�,��y Tarr. i .,. •.- •�' ! V • i' f_ 1. ,- r , iYi • ice; :� ,, A:. 0. a` EXTElPZKDQ DOOR PEMKO RESIDENTIAL THRESHOLDS' RESIDENTIAL Ali --ALUMINUM A03USTABLE SILLS 74518� AVA LA8ti FiFJISfl i A: MG. 0. SN vill 4-9116" (i 143 MAI) H6CHT: i AW (28.6 mm} w y; ia 117 ... = m f Q,. t: • ;r ,(. a ,, �• $` bevel 5t�►,t. t't" r • ' Ail A&fve Dom' • � • ° •4# - h • ` f a� off10 . FAYAW, . cwi ..ti_..Z: +. 'pry'"%. +� i • + - 0 AfM1lfinishAiurnlnuni) .. :-.+- ; � ♦ � � � ..!DG(NrlghtD'PGotd11tw6hEQAluminevn} P RE 7--D ALUM. _FHPffSH0L[D /' � t • •. ' •� � - .G • : i'><t[A�karoeaNu+odlaedAh'n'lnum) it+(Sstln r+De�tA" odtendm) 51 G CITY OF SANTA ANA Planning and Builldin(jency EBB ICJ © Dl1 {-/25 Q - `.xl•iljuf.p p p rove FOR PERMIT E ISS I .aster ID ate: - T� : ;!-r � � , t��S . • �r'�1� h�.. t � 'art > .�'�..; .....'��-:�,,.:l.��t��.:��: � :•� io sue. s. a :6Q•4�E D ��' t ER P I.L. iE`M toR LATH _OWN\ _ 7/�3:. S��-+••fyyi:it��C`��t••7•c�44��.•.�Ea: i.+r N ffXTE_ZAL_ WA, NL_ 1 ..... Wall o. C3 L.Y {•1.dlw aRa FI2caulip IM_ 0 � INTEfZiOFZ. LJfi�l--1- uaL � r �}- STU05 :ice •r.. .� . �. t 5/ail _— DOOtz TA1�'il� . Q• Ir. imm IRRIGATION DETAILS NTS 30-INCH LNEAR LENGTH OF WiRE, 1208.E0 10 TAG: RAIN BIRD VID SERIES -WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 {t OF 2) REMOTE CONTROL VALVE - RAIN BIRO 100-ASW INSTALL 6-INCH MiN. ABOVE HIGHEST POINT OF DISCHARGE UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER a (1 OF 2) tNv tZ401ATi0N REsfSTAHT PVC SCH 40 PIF£ (1 OF 2) FLNISH GRaDEfTDP OF MULCH SO PVC SCH 40 ELL (I OF 2) { PVC LATERAL PIPE /~ (I OF 2) ELECTRIC REMOTE -CONTROL VALVE ZITS. ASVF Series Qt FINISH GRADE 2DMOM PROS46-PRS40-CV 03 LATERAL TEE OR ELL ®(ATERAL PIPE ( i/2' PVC STREET ELLS (3) ©SCH 80 NIPPLE PROS-06--PRS40-CV MP ROTATOR SPRINKLER ghMhV IRRIGATION DETAIL A. INSTAL AEDIT H OF C Oi 30-MICH LINEAR LENC;TH OF `lAZ_'. COIL O2 WATERPROOF COMIEG2tON: RM BIRD Da SERIES (1 OF 2) 0ID TAG 0LO'NF FLOVI A1.11-SIPHON VALVE: RAIN BIRD ASV-LF-075 VALVE "INCLUDED 1.4 XACZ-075-PRF XG) PRESSURE REGULATING FIL7 R: RAVLI BIRD PRF-075-R61 (INCLUDED IN XACZ-075 FR? KIT,) (D FVC ." dt SCH 80 1ON. 07FVC SCH 40 T .LE ADAPTER 103 IR1 RADIATION RESt»ANT PVC SCH 40 i (1 OF 2) v GFINISi GRAISE/TGP 0. 11.ULCa i1 10 P'JC SCH 40 ELL (1 CF 21 �- 0J PVC LATERAL PIPE (l OF 2; XACZ-075-PRF 3/4" LOW FLOW CONTROL ZONE KIT MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Techrme6 CV DRIPLINE TechGnet START CONNECTION MALE ADAPTER EXHAUST HEADER TechtlneO TEE RUAOTE CONTROL VALVE WITH DiSC FILTER AND PRJ AREA PERIMETER SUPPLY HEADER a J Techline® CV IRREGULAR AREAS: Triangular ♦ate" NOT TO SCALE DETAIL - C104 nt�vE° e`c c WE Scm I" M'O @RICK SUPPORTS GRAVEL SULLP Iso SSKCC FOR tENM PVC PIPE ��- PVC SCH40 ELL. (SxG NEfAFIM lTlla - Na SETS' 1 /2a Air/Vacuum Release Valve (PLUmew TO Tem in!R f4ttS7t � �r 174= u0F m Vl1.V£ ltRastsV-1 so . saw - ems ryaaasT> c CUM* FOOT) TsWine® UNE FLUSHING VALVE (PLUMBED TO PIG) PMW _ INM TO WA II! IRRIGATION POINT OF CONNECTION (POC) NOTES IRRIGATION (POC) SHALL BE INSTALLED BY OTHERS FROM MAIN WATER SERVICE LINE BEFORE BUILDING PRESSURE REGULATOR IN THE FORM OF A COPPER 1-1/4" T. IRRIGATION CONTRACTOR SHALL VERIFY MAIN WATER AND (POC) LOCATION AND INSTALL ALL SLEEVES PRIOR TO ANY PAVING BEING INSTALLED. eLe 4,n Planning and Building Planning Division 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org ❑ Non-R sidential (0.45) Estimated Hydrozone Plant Irrigation Landscape Total Factor" Irrigation Efficiency' ETAF Area ETAF x Water #/Planting Location Method` (PF/IE) Area Description (PF) (IE) (sq-ft) Used (ETWU) Regular Landscape Area 1A lawn front yard 0.8 rotary 0.76 16 low water south pintr 0.3 drip 0.81 2A lawn front yard 0.8 rotary 0.76 26 low water north pintr 0.3 drip 0.81 aecia Landscape Area none T- MAWA Calculations (Eto) (Conv.Factor) 47.8 0.62 1.05 12( 0.37 3& 1.05 12( 0.37 342 rerage Total 0.361 972 Average ETAF for regular landscape areas (circle one) Total Lan 126.32 3,744 143.70 4,259 126.32 3,744 127.41 3,776 Total 5241 15,524 in not in npliance compliance - I - I pe Area 972 Je ETAF 0.36 al ETWU 15,524 MAWA 15,844 (ETAF x LA) = ((1-ETAF) x SLA)) = MAWA I 0.55 972 (0 x 0) = 15,844 �allons per year total lawn area (sq. ft.) 120 24.7% total landscape area (sq.ft.)972 b The following table can be a ed for common plant factors: IRRIGATION LEGEND SYM MANUFAC DESCRIPTION (FLOW) REMARKS ■ HUNTER MP800SR ROTATOR ADJST. ARC 6'-12' RAD (.1- .7GPM) ON PROS-06 PRS40 6" POP-UP NIBCO T-580A; 1-1/4" BRASS MANUAL BALL VALVE INSTALL IN IRRIGATION BURIAL BOX RAINBIRD ADSV V ELECTRIC ANTI -SIPHON VALVE INSTALL ON SCH 80 RISER, 12" ABOVE HIGHEST HEAD RAINBIRD XACZ-075-PRF %" LOW FLOW KIT VALVE AND PRESSURE REGULATOR/FILTER Q HUNTER PRO C WITH SOLAR SYNC; INSTALL IN WEATHER PROOF CABINET; VERIFY 110VAC IS PROVIDED Q) HUNTER SOLAR SYNC WEATHER SENSOR; INSTALL ON EAVE OPEN TO SKY PER MANUF. SPEC'S. �-�---I-ASCO//EQ. Y2 LATERAL LINE SCH 40, MIN12" COVERAGE LASCOIEQ. 3/a" LATERAL LINE SCH 40, MINI 2" COVERAGE ---fft LASCO/EQ. 11, LATERAL LINE SCH 40, MIN12" COVERAGE --ty LASCOIEQ. 1-1/4" LATERAL LINE SCH 40, MIN12" COVERAGE -M-- f.ASCO/EQ. 1-1/47 MAIN LINE SCH 40, MINI 8" COVERAGE LASCO/EQ. SLEEVES ' (DBL. PiPE SIZE) SCH 40, MINI 2" COVERAGE SYM. " NETAFIM DRIPLINE COMPONENTS DESCRIPTION REMARKS -TLCV4-18; TECHLINE CV WITH 18" SPACING STAKED 4' OC. WITH SOIL STAPLES 2" BELOW MULCH i' SUPPLY HEADER, Y44" PVC USE TLO75MA TO CONNECT TO PVC FEMALE ADAPTER EXHAUST HEADER, Y4" PVC USE TLO75MATo CONNECT TO PVC FEMALE ADAPTER (9 TL050MFV 1; MANUAL FLUSH VALVE INSTALL iN SMALL IRRIGATION BOX N.S... LTLAVRVAIRJVACUUNI..RELIEF VALVE' 2" MPT - iN-STALL IN SMA" IRRIGATION 80X . VALVE IDENTIFICATION IRRIGATION SPEC'S3 METER SiZE VALVE # STATIC PRESSURE C>0 PS GALLONS PER MINUTE GPM DESIGN PRESSURE S HYDROZONE ID MAXIMUM FLOW 0 ° C'('tA NA --- Planning and Building Agency tt��JJ T 11111 A N ( 1Z I hereby certify that: w _/ I I ' v (1) 1 am a professional appropriately licensed n the State of California to provide professional landscape design services. (2) T e landsca design and water use talc lations for the property located at 2-- J t ' 4r address or parcel number(s)) were prepared by me or under my supervision. (3) The landscape design and water use calcL IaPAi'A;dentlfied property comply with the requirements of the City of Santa Ana ft, ter Efficient Landscape Ordinance (SAMC 41-1500 through 1504), and the City of Santa Ana I Vater Efficient Landscape Guidelines. (4) The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Santa Ana Water Efficient Landscape Guidelines. 1cl2-01 Print Name License Number ST L.I_�,_N p ova 17 4-0 Street Address ICity State Zip Code E • a , L AI ADP,e 1-( 9, 6{y( QC L, , C-C) 1 LS Design Professional's Stan Email Address W6 Z ;� Phone Number' -fie Z S re Date r. nt Factor PF ery low water use plant 0.1 w water use plant 0.2 ediutn water use plant 0.5 gh water use plant 0-8 n n 0.8 ool_ spa. or other water feature I.0 `irrigation efficiency is derive from measurements and estimates of irrigation system characteristics and manageme t practices. The minimum average irrigation efficiency for ptuposes of these Guidelines i 0." 1. The following h7igation efficiency maybe obtained for the listed irritation heads with an irrigation Management Efficiency of 90%: rigatiun Alethod iE pray nozzles 71% -gh efficiency spray nozzles 73% ulti streamWulti trajectory r tary (MSMT) nozzles 76 f° tream rotor nozzle 73% Ikficrospray 760b ubblers 77% g mutter 819% *bssudace drip 81°% "Landscaping for the project shall be designed to comply with the City's Water Efficient Landscape Ordinance and with the Guidelines for Implementation o the rater Efficient Landscape Ordinance. " Plan ing Note: Average WU OLs plant factor is less than 0.3 for 75% of the plant area Irrigation Notes Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data Irrigation controllers shall b e of a type which does not lose programming data in the e{Vent the primary power source is interrupted. Pressure regulators shall be ' stalled on the irrigation system to ensure the dynamic press of the system is within the manufacturers recommended �ssure range. Manual shut-off valves (sue as a gate valve, ball valve, or butterfly valve) shall be instal�ed as close as possible to the point of connection of the water supl ily. All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/I C802-2014. "Landscape irrigation Sprinkler and Emitter Stand ar " All Sprinkler heads installed in the landscape must document distribution uniformity low quarter of 0.65 or higher using the pr tocol defined in ASABE/ICC 802- 2014. At the time of final inspection the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irri atlon schedule and a schedule of landscape and irrigation mainte iance. IRRIGATION PLAN PROJECT: 2 ADUS 512 - 514 HUYLARS LN. Santa Ana, CA 92703 AIN 100-573-34 Applicant Contact Info: Giep Van Le Design Studio 2971 Randolf St. Huntington Park, CA 90255 (323) 537-5874 Owner Contact Info: Minh Tran 518 Huylars Ln Santa Ana, CA 92703 (714) 420-8153 minhzzz@live.com Total Landscape Area: 972 sq. ff. Project Type: private/residential Water Supply Type: potable MANUEL. GARCIA A " . . 228 E. CAMDEN ST. GLENDORA, CA. 91740 ST. LIC. #3929 (626)665.5002 / MG.LANDARCH@GMAIL.COM October 21, 2025 Revisions performed by DATE Scale 1/8"=V-0" Sheet • of 0 2 4 8 12 N L-2 or im A i H, U Y L_ 16', �? -A I WN Planning and Building Planning Division 20 Civic Center Plaza P.O. Box 1988 (M 20) Santa Ana, CA 92702 (714)647-5804 www.santa-ana.org CITY OF SANTA ANA tanning and Building Agency CERTIFICATION OF I hereby certify that: FOR PERMIT ISSUANCE (1) 1 am a professional appropriately licensed in the State of California to provide professional landscape design services. (2) The laandsca� design ndtw�ater use calcuk N for the property located at (street address or parcel number(s)) were prepared by me or under my supervise n.) A a S L e r ID: (3) The landscape design and water use calcul ti den 'hied property comply with the requirements of the City of Santa Ana Wat it dscape ordinance (SAMC 41-1500 through 1504), and the City of Santa Ana t'wfe er Efficient Landscape Guidelines. (4) The information I have provided in this Ce oT Lanascape Design is true and correct and is hereby submitted in compliance with the City of Santa Ana Water Efficient Landscape Guidelines. MAvt�L_ Print Name License Number ST, aLA1_NP0V2A CA 0117 4- Street Address ICity State Tip Code Ed Ca r L Atili"-CJ4 C, 6:M Qi L. , CS''5M i s DeslgqJb9fc=dMNEs _Stamp Email Address �,�iDtsCJr,a�r (&a6) CG '5 r � o•ar� Phone Number S reDate OF "Landscaping for the project shall be designed to comply with the City's Water Efficient Landscape Ordinance and with the Guidelines for - VIm,plementation of the Water .Efficient Landscape Ordinance. " Piandng Note: Average WUCOts plant factor is less than 0.3 for 75% of the plant area Irrigation Notes Automated irrigation system including multi -station, multi -program irrigation controller with weather sensing capabilities shall be installed for all proposed landscape areas. All proposed landscaped planter areas shall be irrigated with surface drip irrigation lines covered mulch. All turf areas shall be irrrigated with 4" pop-up rotor -type irrigation heads. Every 30 days irrigation contractor shall flush all drip lines and adjust all sprinkler heads and valves for optimum coverage with minimum over spray onto walks, streets, etc. After 90 days Irrigation contractor should adjust irrigation system after planting material has established rooting system and seasonally adjusting run irrigation times as needed to minimize water waste. irrigation system components shall be repaired and replaced all items damaged as needed. Planting Notes required measures The backfill mix for use around the rootball of all trees and shrubs shall consist of the following formula: 2/3 native rock free soil 1/3 organic amendment of composted wood mulch 1 lb/cuyd. of backfill mix 12-12-12 commercial fertilizer agriform or eq. time released fertilizing tablets Fertilizer tablets shall be Agriform, 21 gram tablets 0-10-5) in quantities recommended by the manufacturer. Place tablets at half the depth of the rootball. Recommended thirty (30) days after installation all z reas shall be fertilized with Best Fertilizer 16-16-8 or approved equal, applied at the rate of five pounds per 1000 square feet (by Owner's maintenance service) All new lawn areas shall roto-tilled to a depth of 6" with 3" of nitrogen stabilized organic amendment of composted wood mulch. Incorporate compost at a rate of at least four (4) cut is yards per 1,000 square feet to a depth of (6) inches into all landscape areas. (Unless contra -indicated by a so I test). A minimum of 3" of mulch shall be applied on all exposed soil surfaces of planting areas, except in: turf areas, creeping or rooting groundcovers, or direct seeding pplications where mulch is contraindicated. Soil amendment/back fill mixes for bidding purposes only. Soil test is required following final grading, and actual amendments used must conform to recommendations of the soil analysis. Typical Shrub and Tree Planting n.t.s. (2)10'x 2" di . lodge poles- (4) %" rubber tree ties with #10 galvanized wire 9 Shrub rootball, 3" berm ' Tree rootball container size set top of rootball. container size 1" above Is-urrounding finish grade \ ,o finish grade a F finish grade %container ht:� % back fills it % container ht. 2x container width 2x container width '—back z fill soil under root ball to be compacted unamended site soil to prevent settlement Planting Legend Shrubs Sym Size Qty Botanical name Cc immon name Varity/Remarks WUCOLS A 1-gal 4 Aloe striata Coral Aloe 0.2 CA 5-gal 6 Callistemon viminalis Dwarf Bottle Brush 'Little John' 0.3 LH 5-gal 14 Lavandula augustifolia En 3,,Iish lavender 'Hidcote' 0.2 LS 5-gal 8 Lavandula stoechas Spanish Lavender 'Otto Quast' 0.2 RO 5-gal 6 Rosmarinus officinalis Rosemary 'Huntington Carpet' 0.2 SG 5-gal 6 Salvia greggii Sierra Linda Autumn Sage 'Sierra Linda' 0.2 Trees Sym Size Qty Botanical name common name Varity/Remarks WUCOLS CO 2 - ox 2 Cercis occi enta is Western Redbud st Miscellaneous Sym Description WUCOLS HB 2 x redwood ea er board, installed w/rewood stakes and 6d ga vaine nails 6 o.c. na ST St. Augustine sod lawn 0.8 LANDSCAPE PLAN PROJECT: 2 ADUS 512 - 514 HUYLARS I.N. Santa Ana, CA 92703 AIN 100-573-34 Applicant Contact Info: Giep Van Le Design Studio 2971 Randolf St. Huntington Park, CA 90255 (323) 537-5874 Owner Contact Info: Minh Tran 518 Huylars Ln Santa Ana, CA 92703 (714) 420-8153 minhzzz@live.com Total Landscape Area: 972 sq. ft. Project Type: private/residential Water Supply Type: potable MANUEL GARCIA 228 E. CAMDEN ST. GLENDORA, CA. 91740 ST. LIC. #3929 (626)665-5002 / MG.LANDARCH@GMAIL.COM October 21, 2025 Revisions performed by DATE Scale 1/8"=1'-0" Sheet —Lof 0 2 4 8 12 #6 AND LARGER #5 AND SMALLER A. POURED AGAINST EARTH B. POURED AGAINST FORM BELOW GRADE 2'' 1 1/2'' 3'' 2'' REINFORCING STEEL GLULAMS/MFR. WD. PROD. D. SLABS ON GRADE (FROM TOP OF SLAB) E. COLUMNS AND BEAMS TO MAIN BARS F. WALLS - EXPOSED TO WEATHER NOT EXPOSED TO WEATHER, #11 AND SMALLER CONCRETE STRUCTURAL STEEL GENERAL NOTES C. FORMED SLABS LUMBER/CARPENTRY 1 1/2'' #14 AND #18 1 1/2" 1'' 1''FOUNDATION/SITEWORK 4X16 #1: Fb= 1000 PSI SINGLE/REPETITIVE 6 2X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X14 #1: Fb= 1000 PSI 6X12 #1: Fb= 1350 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10 4X4 #2: Fb= 1350 PSI 2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: CONC. 2'' 2'' 3/4" MASONRY 2'' 1 1/2'' 1 1/2'' 1 1/2" 2'' 1'' 1'' 3/4" 1 1/2" 6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10 LUMBER/CARPENTRY (cont.) DESIGN LOADS: SHEET INDEX: S.0 STRUCTURAL GENERAL NOTES S.1 FOUNDATION PLAN S.2 ROOF FRAMING PLAN SD1 FOUNDATION DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS NAILING SCHEDULE SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.325 S1 0.472 SDS 1.060 SD1 0.5979 SDC D LATERAL FORCE RESISTING SYSTEM 15 BASE SHEAR CS 0.163 R 6.5 W 2.50 PROCEDURE USED ELF REDUNDANCY FACTOR 1.3 WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C SOIL SOIL REPORT PREPARED BY PRIORITY ENGINEERING GROUP PROJECT NUMBER 25-201 DATE MAY 15, 2025 SOIL BEARING PRESSURE 2100 PSF VERTICAL 14 PSF ROOF RAFTER LL = ROOF RAFTER DL = 20 PSF 15 PSF INT. WALL DL = 10 PSF EXT. WALL DL = ( CBC 2022 ) CEILING JOIST LL = CEILING JOIST DL = 4 PSF 10 PSF TYPICAL FLOOR/ROOF DECK/DECK SHEATHING TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHING HORIZONTAL DIAPHRAGM: 6 6 12.ALL NAILING TO BE PER TABLE NUMBER 2304.10.2 OF THE LATEST CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION). ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU', U.N.O. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS, U.N.O. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN. (12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN. SDPWS-2021/CBC 2022 MATERIAL 8 FRM'G SIZE EDGE NAILING 1,4 FIELD 16D SILL LAG5 TRANSFER -- A.B.'S 9 5/8"VALUE B 3/8" APA SHEARWALL SCHEDULE SINKER WINDSEISMIC CONFORMING TO ANSI/AF&PA FRAMING CLIP LTP4/A35 3/8" APA 8d 6"12"4"12"--42"220 plf--307 plf24" SILL PLATE 2X4 MIN. FOOTNOTES: 1.ALL NAILS TO BE COMMON NAILS. 2.SIMPSON LPT4 FRAMING ANCHOR MAY BE SUBSTITUTED AT FLAT CONDITIONS. 3.ALL STUDS, SILL PLATES AND BLOCKING TO BE 3X FRAMING. 4.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 5.SIMPSON STRONG TIE 1/4" SDS X 6" LONG LAG SCREWS. 6.PLYWOOD APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7.3X @ PANEL JOINTS; 2X FRMG AT TOP PLATES MAY BE USED PROVIDED FULL NAILING WIDTH IS AVAILABLE TO ONE PIECE OF SHT'G; STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 8.SHEETS SHALL NOT BE LESS THAN 4FT BY 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 9.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. 5 8" A.B. - 3" X 3" X 0.229" 3 4" A.B. - 3" X 3" X 0.229" 10.USE 4-1/2" SQ. X .229" AT 2X6 WALLS. 11.3X MUDSILL PLATES 12.IF WOOD STRUCTURAL PANEL SHEAR WALLS WITH ASPECT RATIO (h/bs) EXCEED 2:1, SHEAR WALL CAPACITY SHALL BE REDUCED BY MULTIPLYING WITH 2bs/h FOR DESIGN. NOTE:WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERRENT FRAMING MEBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 3X MIN. STAGG'D 2X4 BLK. W/ 16d @ 4" OC SOLID RIM OR BLK'G SOLE PLATE CONNECTION TO FRAMING BELOW (1) STD. 3XDESCRIPTION A RATED RATED 8d 4"12"3"12"--36"320 plf--447 plf16"2X4 CAP. VALUE CAP. C 3/8" APA RATED 8d 3"12"3"8"--24"410 plfYES 575 plf12"2X4 7 STAGG. D 3/8" APA RATED 8d 2"12"2"6"--16"530 plfYES 742 plf10"2X4 7 STAGG. E 15/32" APA RATED 10d 2"12"4"--12"770 plfYES 1077 plf10"2X4 7 -- F 15/32" STRUC. 1 10d 2"12"4"--12"870 plfYES 1217 plf8"2X47-- WD. PANEL SPECIAL INSPECTION B. HIGH-STRENGTH AND ANCHOR BOLTS C. STEEL MOMENT FRAME CONNECTIONS A. FIELD WELDING D. EPOXY ANCHORS (Continuous) (Continuous) E. STRUCTURAL MASONRY (AS NOTED) (Continuous) (Continuous) (Sect. 1704.5.1.3) F. STRUCTURAL PLYWOOD (<=4" O.C.)(Periodic) G. CONCRETE (OVER 2500 psi)(Continuous) H. POST-TENSION (WHEN OCCURS)(Continuous) I. CAST-IN-PLACE CAISSONS (Continuous) J. SOILS COMPLIANCE (Per Soils Report) EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) CEMENTITIOUS MATERIAL TYPE ASTM C150 S0 N/A 2,500 S1 0.50 4,000 S2 0.45 4,500 S3 0.45 4,500 ASTM C595 ASTM C1157 CALCIUM CHLORIDE ------------ II V V+POZZOLAN or SLAG TYPE WITH (MS) DESIGNATION TYPE WITH (HS) DESIGNATION TYPES WITH (HS) DESIGNATION + POZ MS HS HS+POZZOLAN or SLAG --- NOT PERMITTED NOT PERMITTED EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) W0 N/A 2,500 W1 N/A 2,500 NONE 26.4.2.2(d) EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT. REINFORCED CONC. C0 N/A 2,500 C1 N/A 2,500 C2 0.40 5,000 RELATED PROVISIONS 1.00 NONE 0.30 0.15 --- CONCRETE COVER PRESTRESSED CONC. 0.06 0.06 0.06 ADDITIONAL REQUIREMENTS 1,2 4 5,6 6 7 7 5 9,10 1,2 1,2 1,2 FREEZING/THAWING SULFATE IN CONTACT WITH WATER CORROSION PROTECTION OF REINFORCEMENT NOTES: 3 3 W2 0.50 4,000 26.4.2.2(d) OR SLAG OPT. 1 0.40 5,000OPT. 2 V 8 TYPE WITH (HS) DESIGNATION HS NOT PERMITTED 11 FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d COMMON @ 6" O.C. 2. CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d 3. CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER, FACE NAIL TABLE 2308.7.3.1 5. COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 3-10d 6. RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d 7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d 8. STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C. 16d BOX @ 16" O.C. 9. STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 10. BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 4-8d 12. TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C. 10d BOX @ 12" O.C. 13. DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 8-16d 14. BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C. 16d BOX @ 12" O.C. 15. BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d 16. TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d 17. TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d 18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 19. 1X6 SHEATHING TO BEARING, FACE NAIL 2-8d 20. 1X8 SHEATHING TO BEARING, FACE NAIL 3-8d 21. JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d 22. RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C. 8d BOX @ 4" O.C. 23. 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 24. 2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d 25. 2" PLANKS 2-16d AT EACH BEARING 26. BAND/RIM JOIST TO JOIST, END NAIL 3-16d 27. BUILT-UP GIRDERS AND BEAMS FACE NAIL 20d COMMON @ 32" O.C. 28. LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d 29. BRIDGING TO JOIST, TOE NAIL 2-8d 11. CONTINUOUS HEADER TO STUD, TOE NAIL BLOCKING BETWEEN RAFTER/TRUSS NOT AT T.P., EA. END, TOENAIL 2-8d 1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d 2-20d AT ENDS & SPLICE 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING STARTING ANY WORK. THE ENGINEER ( DONG ENG. ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER (DONG ENG.) FOR INTERPRETATION OR CLARIFICATION. 6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER (DONG ENG.). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOB SITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER (DONG ENG.) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT S.0), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: 1.SPECIAL INSPECTION IS REQUIRED PER CBC SECTION 109, 1704 & 1707 FOR THE FOLLOWING CONDITIONS: 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA CRC CODE. 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE ................................................ TYPE V 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE ...............................F'c = 4,000 PSI ALL SLAB-ON-GRADE ............................................... F'c = 4,000 PSI ALL CONTINUOUS FOOTINGS AND PADS ............. F'c = 4,000 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C RATIO=0.5). 12.ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1704 & 1707 OF THE CALIFORNIA BUILDING CODE (CBC 2022) UNLESS NOTED OTHERWISE. F0 N/A 2,500 N/A N/A F1 0.55 3,500 ACI 318-19 TABLE 19.3.3.3 N/A F2 0.45 4,500 ACI 318-19 TABLE 19.3.3.3 N/A F3 0.40 5,000 ACI 318-19 TABLE 19.3.3.3 ACI 318-19 TABLE 26.4.2.2(b) 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.) 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER (DONG ENG.). 11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: 2X4 STUDS (UP TO 10')..................... "STANDARD" OR BETTER 2X4 STUDS (OVER 10')......................NO.2 OR BETTER 2X PLATES & 3X PLATES.................. "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS......................................... NO.2 2X JOIST............................................. NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER.......................... NO.2 4X12 AND LARGER........................... NO.1 6X AND 8X........................................... NO.1 4x POST/TIMBERS AND LARGER .... NO.1 ROOF PLANKING AND DECKING...... COM.DEX. BOARD SHTG. AND STRIPPING........ SUITABLE FOR INTENDED USE. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.PROVIDE SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36.ALL SIMPSON HDU, HTT, HDQ, HHDQ, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA. FROM EACH END AND/OR SPLICE OF THE PIECE. 38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER CRC. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( DONG ENG. ) REVIEW. 41.PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 1 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 2 16d NAILS. 47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51.FASTENERS IN CONTACT WITH PRESSURE TREATED OR PRESERVATIVE TREATED LUMBER SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER ( DONG ENG. ). THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/SD1 OR THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. THE SUBGRADE MOISTURE/VAPOR RETARADER SHALL MEET THE CONFORMANCE OF ASTM E1745 CLASS A or B MATERIAL. 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. 23/32" APA RATED STURD-I-FLOOR T&G EXP I WITH MIN. SPAN RATING OF 24" O.C. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 10d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472), MIN 2" LONG @ 6" O.C. B.S., @ 6" O.C. E.S. AND 12" O.C. F.S. 15/32" APA RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 8d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD.. NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING APPROVED AGENCIES, APA, PFS/TECO OR PITTSBURG. 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF)LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURECONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. 7.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2900 PSI; fv = 290 PSI; E = 2.0x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI 8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER (DONG ENGINEERING) PRIOR TO INSTALLATION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN (CBC 2022 TABLE 2304.10.2) GENERAL 1.THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO, AND APPROVED BY, THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DETAILS, DIMENSIONS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED FIELD CONDITIONS. SUBCONTRACTORS AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. STEEL SHALL CONFORM TO ASTM A-992, U.N.O. 2.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL SONFORM TO THE REQUIREMENTS SPECIFIED IN BUILDING CODE, CHAPTER 22 & REFERENCE. MATERIALS 3.STEEL SHALL BE PRIMED WITH A RUST RESISTANCE PRIMER & SHOULD CONFORM TO ASTM A36 (fy=36 ksi) AS A MINIMUM, UNLESS OTHERWISE NOTED. ALL W SHAPES TO BE ASTM A992. (fy=50 ksi) 4.STEEL PIPE SHALL CONFORM TO ASTM A53, Grade B (Fy=35 ksi). 5.ROUND HSS TUBING SHALL CONFORM TO ASTM A500 Grade C (Fy=46 ksi). 6.RECTANGULAR AND SQUARE HSS TUBING SHALL CONFORM TO ASTM A500, Grade C (Fy=46 ksi). 7.ALL STRUCTURAL WELDING PROCEDURED AND MATERIALS SHALL CONFORM TO BUILDING CODE, SECTION 2204.1. ALL WELDING SHALL BE BY THE SHIELD METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS USING E70XX-LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE NOTED. 8.ALL BOLTS FOR CONNECTIONS OF STEEL MEMBERS SHALL CONFORM TO BUILDING CODE, SECTION 2204.2 & ASTM A325N, UNLESS OTHERWISE NOTED. HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN BOLT DIAMETER. 9.PREFABRICATED STEEL MOMENT FRAMES PER MANUFACTURER. STEEL MOMENT FRAME MANUFACTURER SHALL SUBMIT SHOP DRAWING, DESIGN CALCULATIONS, AND APPROVED MOMENT FRAME TEST REPORT (ICC, IAMPO, OR TEST PER APPENDIX S OF AISC SEISMIC PROVISION) TO DONG ENGINEERING FOR REVIEW. WELDS 9. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP APPROVED BY A SPECIAL INSPECTION AGENCY WHICH IS APPROVED BY THE BUILDING OFFICIAL. ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL. 1.THE w/cm IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MAT. IN THE CONCRETE MIXTURE. 2.THE MAXIMUM w/cm LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE. 3.FOR PLAIN CONCRETE, THE MAXIMUM w/cm SHALL BE 0.45 AND THE MINIMUM F'c SHALL BE 4,500 PSI. 4.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MAT. TO THOSE LISTED ARE PERMITTED FOR ALL SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN 26.4.2.2(c). 5.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE w/cm DOES NOT EXCEED 0.40. 6.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2. 7.THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(c). 8.IF TYPE V CEMENT IS USED AS THE SOLE CEMENTITIOUS MAT., THE OPTIONAL SULFATE RESISTANCE REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIFIED. 9.THE MASS OF SUPPLEMENTARY CEMENTITIOUS MAT. USED IN DETERMINING THE CHLORIDE CONTENT SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT. 10.CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ATRE IN 26.4.2.2. 11.CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 9/18/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. S.0 GENERAL NOTES DETAIL SHEET NUMBER DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) SDX X DETAIL NUMBER NEW SLAB/ FOOTING REBAR 2'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W. BOTT. PAD TYPESYM. SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x"X INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE P2424 1. REFER TO S.0 SHEET FOR MORE INFO. 2. REFER TO DETAILS 4/SD1 FOR INSTALLATION OF HOLDOWNS. 3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. 5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC. 8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. 9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. 11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). SYMBOLS LEGEND HOLDOWN SCHEDULE: FOUNDATION NOTES: PAD SCHEDULE: HDU2 HDU4 HDU5 HOLDOWNSYM. HDQ8 POST SIZE H3 H4 H5 4X 4X 4X H8 REF. DETAIL 4/SD1 HDU11H9 HDU14H10 HDU8H7 6X 6X 6X 8X 1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. HHDQ11H11 6X HHDQ14H12 8X SCARIFY TOP 8" OR RECOMPACT 3' OVEREXCAVATION PRIOR TO TRENCHING FOR THE UTILITY AND/ OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED. LIVING FAMILY ROOM DINING KITCHEN BEDRM. 2 HALL BEDRM. 1 LIVING FAMILY ROOM DINING KITCHEN BEDRM. 2 HALL BEDRM. 1 UPUP UP UP ENTRY ENTRY LANDING LANDING A B 1 2 4' - 9 " B H3 H3 4' - 0 " B H3 H4 5'-0" B H3 5'-0" BH3 4' - 9 " B H3 H3 4' - 0 " B H4 H3 8'-0" A H3 8'-0" AH3 P2 4 2 4 P2 4 2 4 5 SD1 5 SD1 4 SD1 TYP. 3 SD1 3 SD1 2 SD1 3 SD1 3 SD1 8 SD1 TYP. (N) 5" THK. CONCRETE SLAB ON GRADE W/ #4 @ 18" O.C. EA.WAY @ MID DEPTH OVER 15 MIL VAPOR BARRIER OVER 4" THK. BASE OF 1/2" OR LARGER CLEAN AGGREGATE OVER COMPACTED SOIL. 17 ' - 8 " 15 ' - 4 " 19'-11"8'-4"8'-4" 17 ' - 4 " 11'-3"11'-3" 12 " 12" 12 " 12 " 12" 12 " 12"12" 12 " 12 SD1 19'-11" RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 11/21/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. 2025/11/20 2ND PLAN CHECK2. S1 FOUNDATION PLAN SCALE: FOUNDATION PLAN 1/4" = 1'-0" SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. X SDX DETAIL NUMBER DETAIL SHEET NUMBER CALIFORNIA FRAMING BEAM NUMBER, REFER TO CALCULATIONS. LEGEND: X FRAMING NOTES: 6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. BEARING WALLS, SEE PLAN. INDICATES ROOF RAFTER, SEE JOISTS TABLE xx x'-x" XX POST SIZE, SEE POST SCHEDULE. INDICATES CEILING JOISTS, SEE JOISTS TABLE 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. CS16 (2)CS16 19 20 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 7/SD3 - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height 5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: 6. BEARING STUD HEIGHTS: - 2x4's @ 16" o.c. maximum 10'-0" height - 2x6's @ 16" o.c. maximum 16'-0" height 4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN CONSTRUCTION KEY NOTES: 7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 16/SD2. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. STRAPS SCHEDULE: XPOST SCHEDULE: POST SIZESYM. 24 224 324 26 226 2X4 STUD (2)-2X4 BUNDLED STUD (3)-2X4 BUNDLED STUD 2X6 STUD (2)-2X6 BUNDLED STUD 326 44 46 66 (3)-2X6 BUNDLED STUD 4X4 POST 4X6 POST 6X6 POST POST SIZESYM. JOISTS TABLE: MARK JOIST SPECIFICATIONS R1 ROOF RAFTER 2 x 8 DFL#2 @ 16" O.C. (W/ PURLIN) C1 CEILING JOIST 2 x 8 DFL#2 @ 16" O.C. MARK STRAP STRAP LENGTH NAILS/ SPACING REFERENCE DETAIL 8d BOX/SINKER @ 4-1/8" 8d BOX/SINKER @ 4-1/8" 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 5 6 7 3' - 6" 3' - 6" 3' - 6" 9/SD2 CS16 (2)CS16 8 9 3' - 6" 3' - 6" 8d BOX/SINKER @ 2-1/16" O.C. 8d BOX/SINKER @ 2-1/16" O.C. 10/SD2 LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS X 1 2 3 LIVING FAMILY ROOM DINING KITCHEN BEDRM. 2 HALL BEDRM. 1 LIVING FAMILY ROOM DINING KITCHEN BEDRM. 2 HALL BEDRM. 1 UPUP UP UP ENTRY ENTRY LANDING LANDING 4 x 6 4 x 6 4 x 6 4 x 6 4 x 6 4 x 64 x 6 4 x 64 x 10 4 x 6 4 x 6 4 x 6 4 x 6 44 224 HU 4644 HU 44 44 224 44 44 4 x 8 A B 1 2 4' - 9 " B 44 44 4' - 0 " B 44 5'-0" B 44 44 5'-0" B 44 44 4' - 9 " B 44 44 4' - 0 " B 44 8'-0" A 44 8'-0" A44 6 x 1 0 C L G 2A 4 x 10 3 2- 2 x 8 C L G 4 4 x 8 5 4 x 10 CLG 6 4 x 6 7 4 x 6 8 7" x 9 1 / 4 " P S L C L G 2 TR 224 TR 4 x 8 H I P 1 2-2 x 8 H I P 1A 2-2 x 8 H I P 1B 2-2 x 8 H I P 4 x 10 CLG 4 x 8 H I P 2-2 x 8 H I P 2-2 x 8 H I P 2-2 x 8 H I P 7" x 9 1 / 4 " P S L C L G 6 x 1 0 C L G 2- 2 x 8 C L G R1 R1 C1 C1 C1R1 R1 R1 46 11 SD2 8 SD2 K.P. 11 SD2 K.P. 224 8 SD2K.P. W/ CC Q W/ CC Q 4 SD2 2X 8 P U R L I N P E R DE T A I L 4 / S D 2 1 SD3 W/ CC Q 1 SD2 2 SD2 46 13 SD2 5 SD2 2X8 PURLIN PER DETAILS 12/SD3, 5/SD2 2X8 PURLIN PER DETAILS 12/SD3, 5/SD2 4444 TYP.15 SD2 224224 11 SD2 2X8 RIDGE BOARD 7 SD2 1 SD2 13 SD2 17 SD2 13 SD2 8 SD2 K.P . W/ C C Q K.P . W/ C C Q 8 SD2 W/ C C Q 4 SD2 11 SD2 2 SD2 12 SD3 20 SD2 TYP. 13 SD2 3 SD2 3 SD2 6 SD2 TYP. ADD SIMP. STRAP MST48 CONT. TOP PLATE MST48 12 SD3 11 SD2K.P. 11 SD3 11 SD2 11 SD3 1 SD3 1 SD2 46 17 SD2 2 SD3 2 SD3 13 SD2 3 SD3 4A SD3 224 4A SD3 CLG 3 SD3 19 19 3 SD3 HUC 8 SD3 HUC 8 SD3 CLG 1 2X 8 P U R L I N P E R DE T A I L 4 / S D 2 1 1 1 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 12/15/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. 2025/11/20 2ND PLAN CHECK2. 2025/12/15 3RD PLAN CHECK3. S2 ROOF FRAMING PLAN SCALE: ROOF FRAMING PLAN 1/4" = 1'-0" RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 9/18/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. SD1 STRUCTURAL DETAILS 111 REINF. STD. HOOK, LAP SEE NOTE #1 11 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. d2CONDITION WHERE BARS OCCUR ON THE SAME PLANE. NOTES: 1.LAP -54 BAR DIAM. #10 THRU #11 -40 BAR DIAM. #8 THRU #9 -30 BAR DIAM. #5 THRU #7 2."D" = BEND DIAMETER 6" FOR #3 THRU #8; 8" FOR #9 THRU #11. 1' 2.1/2" MIN. D/2 D/2 d D/2 HOOK 6 1 1. 1 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. 2. CONDITION WHERE BARS OCCUR ON THE SAME PLANE. 111 INTERIOR FOOTING DETAIL D W NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -IN LIEU OF ANCHOR BOLTS USE SHOT PINS AS PER GENERAL NOTES FOR NON- SHEAR WALLS. 111 TYPICAL EXTERIOR TIE BEAM DE P T H T O M A T C H ED G E O F F O O T I N G W (U.N.O.) 0' - 3 " CL R . D (U . N . O . ) 0' - 3 " M I N . CO V E R F.G. 0' - 2 " CL R . NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -TIE BEAM REBARS TO CONTINUE INTO EXTERIOR FOOTING MIN. 24" 111 TYP. CONTROL JOINT 1CONC. SLAB PER PLAN2BULLNOSE EDGES 0' - 1 " 1/8" 1. CONC. SLAB PER PLAN 2. BULLNOSE EDGES NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. PAD & REINF. SEE PLAN 111 PAD FOOTING INTERIOR PAD FOOTING F.G. PAD & REINF. SEE PLAN EXTERIOR PAD FOOTING 0' - 3 " ℄OF POST AND PAD 1CONC. SLAB.FND~1 2PAD FOOTING PER PLAN. 3EXTERIOR FOOTING PER PLAN.4INTERIOR FOOTING PER PLAN. 1. CONC. SLAB. 2. PAD FOOTING PER PLAN. 3. EXTERIOR FOOTING PER PLAN. 4. INTERIOR FOOTING PER PLAN. NOTES: - SEE DETAIL #1 FOR INFORMATION NOT SHOWN. 1CONC. SLAB.FND~1 2PAD FOOTING PER PLAN. ℄OF POST AND PAD 111 NON-BEARING WALL 1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION. NOTES: 1. CONC. SLAB PER PLAN 2. 2X TREATED SILL PLATE WITH SIMPSON 2-1/2" SHOT PIN PDPA250 @ 32" O.C. PER (ICC ESR-2138). SEE SHEET S.0 FOR MORE INFORMATION. -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. 1.POST PER PLAN 2.P.T.D.F SILL PLATE 3.CONT. FTG. REINF. PERP LAN 4.SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER AND EMBEDMENT 5.1- #4 REBAR 4'-0" LONG CENTERED ON SSTB BOLT. LOCATE APPROXIMATELY 3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO-POUR SYSTEM). BEND BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION REBAR; NOT POST-TENSIONED CABLE. 6.#4 HORIZ. @ 12' O.C. EA. WAY 7.HOLD DOWN BOLT THREADED ROD PER TABLE. 8.SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR THREADED ROD BOLT DIAMETER AND EMBEDMENT. 9.EDGE OF PAD FTG. 10.EDGE OF CONC. SLAB 11.EDGE OF CONT. FTG. F.G. SECTION "A""A" 8" "B " F.G. W D HDU8* SIMPSON HOLDOWN 5/8" 7/8" SSTB 24 SSTB 34 20 5/8" 28 7/8" HOLD DOWN BOLT (TWO-POUR) * SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2-2X AND 3X SILL PLATES. 3" CL R . THREADED ROD d "A " "A " "A""A" PLAN DIA. 1" A36 THRD. ROD 4X6 X4 WALL HOLD DOWN BOLT HDU11 1" BOLT W/ 3"X3"X3/8" PLATE @ BOTT. A36 THRD. ROD W/ 4"X4"X1/2" PLATE @ BOTT. POST X6 WALL 6X6 4X6 6X6 4X8 6X8 MINIMUM EMBEDMENT (d) 12" 15" A B FOOTING DIMENSIONS 16 1/2" 18"18" 15" D SIMPSON SSTB (PER ICC ESR-2611) HDU2 5/8"SSTB 20 16 5/8" le B HDU4 5/8"SSTB 24 20 5/8" HDQ8* NOTES: -SEE PLANS FOR HOLDOWN TYPES. -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT SHOWN. -MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO CENTERLINE OF BOLT). -SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. -FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C. STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF THOSE SPECIFIED FOR SOLID POST ATTACHMENT. 1 3/4" MIN. TYP. 1 3/4" MIN. TYP. 3" CL R . EM B E D W SSTB BOLT INSTALLATION @ SW @ INT. FTG/SLAB SSTB BOLT INSTALLATION @ SW @ EXT. FTG/SLAB HDU5 8HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 6HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 9HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 11HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 10HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 4HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 3HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW MIN. EMBED. (leB) 5/8" 7/8" SSTB 24 SSTB 34 20 5/8" 28 7/8" HOLD DOWN BOLT (MONO-POUR) 5/8"SSTB 20 16 5/8" 5/8"SSTB 24 20 5/8" MIN. EMBED. (leB)SSTB BOLT SSTB BOLTDIA.DIA. HD. CAPACITY 3075# 4565# 5645# 7870# HD. CAPACITY SIMPSON HOLDOWN 9535# HHDQ11 11810# HDU14 14390# HHDQ14 13710# 111 TYPICAL HOLDOWN INSTALLATION D W NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -IN LIEU OF ANCHOR BOLTS USE SHOT PINS AS PER GENERAL NOTES FOR NON- SHEAR WALLS. 111 INTERIOR PARTY WALL FOOTING CONC. SLAB L L L L L L L L L 111 FOOTING/ BEAM INTERSECTION 1REINF. MAY BE CONT. OR ADD BARS SAME SIZE & SPACING AS WALL/FOOTING REINF. 1. REINF. MAY BE CONT. OR ADD BARS SAME SIZE & SPACING AS WALL/FOOTING REINF. L = 30 BAR DIA. MIN. IN CONCRETE. L = 40 BAR DIA. MIN. IN MASONRY SINGLE LAYER INTERSECTION & CORNER DOUBLE LAYERS INTERSECTION & CORNER ℄ PANEL JOINT. 3/8" TYP. ℄ PANEL JOINT. 3/8" TYP. OFFSET EDGE SUPPORT OFFSET EDGE SUPPORT 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2JOIST.32 x 4 W/ 16d @ 12" O.C. 42 x 4 FLAT W/ (2) 10d @ EA. END. 1. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 2. JOIST. 3. 2 x 4 W/ 16d @ 12" O.C. 4. 2 x 4 FLAT W/ (2) 10d @ EA. END. 111 BLOCKING AT EDGE SUPPORT 2' = 0 " M A X . 111 250195-1 DEEPENED FOOTING "D " "W" 1DECKING PER PLAN.FLOOR~2 2DECKING PER PLAN.FLOOR~2 3DECKING PER PLAN.FLOOR~2 4P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA), SEE FOUNDATION PLAN.W-2X4_R~2 52X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2 3" CL R . 6CONC. SLAB.FND~1 7SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB.FND~2 1. CONC. SLAB PER PLAN. 2. CONC. TRENCH FOOTING PER PLAN. 3. 2X STUD WALL PER PLAN. 4. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA), SEE FOUNDATION PLAN. 5. 2-#4 @ TOP, BOTTOM AND MIDDLE OF CONC. FOOTING. 6. #3 DOWEL @ 24" O.C. 7. SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. NOTES: FOR FOOTING SIZE, REFER TO DETAIL 1/SD1 111 EXTERIOR FOOTING DETAIL 0' - 8 " 0' - 8 " D MI N . MI N . W 0' - 3 " CL R . 0' - 4 " MI N . 1VENNER WHERE OCCURS.FND~4 2EXTEND FOOTING AT VENEER.FND~5 32-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 4CONC. SLAB.FND~1 5OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR.6P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 72X STUDS @ 16" O.C. (U.N.O.) 8SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. 18'' 18''DOWEL FOOTING DIMENSIONS # OF STORIES W WIDTH D DEPTH 1 2 3 12''18'' 15''24'' 18''24'' F.G. 24"5" 1 3 / 4 " TO 2 " 9(E) CONC. FOOTING 10(N) CONC. FOOTING 11#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED 1. VENNER WHERE OCCURS. 2. EXTEND FOOTING AT VENEER. 3. 2-#4 REBAR CONT. @ T & B (U.N.O.). 4. CONC. SLAB. 5. OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR. 6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 7. 2X STUDS @ 16" O.C. (U.N.O.) 8. SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. 9. (E) CONC. FOOTING 10. (N) CONC. FOOTING 11. #4 DOWELS @ 32" O.C. W/ SIMPSON SET-3G EPOXY, ESR-4057. PERIODIC SPECIAL INSPECTION IS REQUIRED NOTES: - VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL SEAMS PER MANUF. (U.N.O.). - VERIFY ALL INFORMATION PER UPDATED SOILS REPORT. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 12/15/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. 2025/11/20 2ND PLAN CHECK2. 2025/12/15 3RD PLAN CHECK3. SD2 STRUCTURAL DETAILS 22X CEILING JOIST PER PLAN.Roof~3 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 42X STUD PER PLAN.Wall~1 5FRAMING CLIP A35 @ 32" O.C. MAX.A-A35_F~2 6FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 7SHEARWALL PER PLAN.Wall~2 92X CEILING JOIST PER PLAN.W-2X6~2 12X ROOF RAFTER PER PLAN.Roof~2 102X BEVELED BLK'G.Roof~4 112X BEVELED BLK'G.Roof~4 1. 2X ROOF RAFTER PER PLAN. 2. 2X CEILING JOIST PER PLAN. 3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 4. 2X STUD WALL PER PLAN. 5. FRAMING CLIP A35 @ 16" O.C. 6. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 7. SHEARWALL PER PLAN. 8. BOUNDARY NAILS. 9. 2-2X CEILING JOIST. 10. 2X BEVELED BLK'G. 11. 2X C.J. @ 16" O.C. 12. DBL. TOP PLATE OR DROP BM. PER PLAN. 8BOUNDARY NAILS.N-10d~ 8BOUNDARY NAILS.N-10d~12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 111 SHEAR TRANSFER 22X CEILING JOIST PER PLAN.Roof~3 32X STUD PER PLAN.Wall~1 42X BEVELED BLK'G.Roof~4 5ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 6SHEARWALL PER PLAN.Wall~2 7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4 8FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 9BOUNDARY NAILS.N-10d~ 106-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 12X ROOF RAFTER PER PLAN.ROOF~2 1. 2X ROOF RAFTER PER PLAN. 2. 2X CEILING JOIST PER PLAN. 3. 2X STUD PER PLAN. 4. 2X BEVELED BLK'G. 5. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 6. SHEARWALL PER PLAN. 7. FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 8. FRAMING CLIP @ ALT. LOCATION. 9. BOUNDARY NAILS. 10. 6-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST. 11. DBL. TOP PLATE OR DROP BM. PER PLAN. 111 SHEAR TRANSFER 45 ° M I N . 12X ROOF RAFTER PER PLAN.ROOF~2 22X CEILING JOIST PER PLAN.ROOF~3 42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. 66-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 72X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 82X CEILING 12" OVERLAP W/ 4-16d. 9DBL. TOP PLATE.W-22X4~10FRAMING CLIP LTP4 @ 48" O.C. MAX.A-LTP4_L~4 11ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1. 2X ROOF RAFTER PER PLAN. 2. 2X CEILING JOIST PER PLAN. 3. 2 x 4 BRACE @ 48" O.C., MAX. L = 8'-0" 4. 2X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE. 5. 4-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. 6. 3-16d TIE AT EA. BRACE. 7. 2X SOLE PLATE W/ 2-16d @ 16" O.C. 8. 2X CEILING 12" OVERLAP W/ 4-16d. 9. DBL. TOP PLATE. 10. FRAMING CLIP LTP4 @ 48" O.C. MAX. 11. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 12" 111 CONNECTION DETAIL 111INSERTION SCALE: RTC01 NON-BEARING WALL DETAIL 1/12 79 10 8 6 3 2 5 42 3 42 3 2 1 1 1 PERPENDICULAR PERPENDICULAR 3 4 111 1/ 2 " TY P . PARALLEL 1.TRUSS BOTTOM CHORD. 2.SIMPSON STC @ EA. CONNECT. (MAX. @ 24" O.C.) 3.1X OVER 2X PLATE OR (2) 2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED 4.2X BLK'G. @ 24" O.C. W/ (2)-16d TO EA. MEMBER. 5.2X MEMBER W/ (2)-16d TO BLK'G. 6.2X8 BRACING. 7.DBL. TOP PLATE. 8.(2)-16d @ 12" O.C. 9.EDGE NAILING. 10.2X CEILING JOIST OR FLOOR JOIST. 11.2X BLK'G. X 12" LONG @ ±6'-0" O.C. NAILED TO TOP PLATE W/ (3)-16d. PARALLEL TRUSS CONDITION CONVENTIONAL/ FLOOR CONDITION 1BEAM PER PLAN. 1BEAM PER PLAN.1BEAM PER PLAN. 2DBL. TOP PLATE. 2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN. 6(3)16d EA. SIDE 6(3)16d EA. SIDE 7SILL PLATE. 1. BEAM PER PLAN. 2. DBL. TOP PLATE. 3. SIMPSON STRAP MSTI36 OR ST6224. 4. SIMPSON A34 AT EA. SIDE OF BEAM AND POST PER BEAM CONDITION. 5. POST OR MULTI STUD PER PLAN. 6. 2X STUD EA. SIDE OF BEAM W/ 16d @ 12" O.C. STAGGERED TO POST. ADD 3-16d EA. SIDE TO BM. 7. 2X SILL PLATE. NOTE: - ADD FILLER @ SIDE OF BEAM AS NEEDED. 1BEAM PER PLAN. 2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 7SILL PLATE. COND A: DROP BEAM COND B: TOP FLUSH BEAM COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM 111 BEAM POCKET DETAIL 111 TOP PLATE SPLICE TYP. SEE TABLE NAIL SPLICE: STRAP SPLICE: 1FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 5FLOOR SYSTEM PER PLAN.FLOOR~7 4FLOOR SYSTEM PER PLAN.FLOOR~74FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~73FLOOR SYSTEM PER PLAN.FLOOR~7 EQ.EQ. EQ. 7FLOOR SYSTEM PER PLAN.FLOOR~7 EQ. 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF SPLICE U.N.O. & PER TABLE BELOW. 2. 2X STUD WALL PER PLAN. 3. LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUD W/ (3) 16d EA. SIDE. 4. PLATE TO STUD NAILING PER C.B.C. MIN REQUIREMENTS. 5. NUMBER OF NAIL SPECIFIED BETWEEN SPLICING POINTS PER TABLE BELOW. 6. SIMP. STRAP PER TABLE BELOW. 7. SIMP. STRAP ST6224. NOTES: - FULLY NAIL STRAP W/ 16d SINKER OR 10d COMMON. - NAIL SHALL BE STAGGERED & AT LEAST 2 1/4" APART. CAPACITY 1880# A 2506# B 3760# CCONDITION MIN. PLATE LAP COMMON NAIL 4' - 0" MIN. 1 ROW (9) - 16d 4' - 0" MIN. 2 ROW (6) - 16d 6' - 0" MIN. 2 ROW (9) - 16d STRAP MSTA30 ST 6224 MST48 NAIL SPLICE STRAP SPLICE 6FLOOR SYSTEM PER PLAN.FLOOR~7 6FLOOR SYSTEM PER PLAN.FLOOR~7 "W " M A X . "L" MAX.12" MIN.12" MIN. EQ . EQ . 1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE. 1. NOTCH LOCATION. 2. SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.) 3. BORED HOLE. NOTE: ONLY ONE NOTCH OR HOLE ALLOWED PER EA. STUD. ( EXCLUDING LET-IN BRACES). 2-2X TOP PLT. 2X OR 3X SILL PLATE. NOTCHES MIN. SPACING BORED HOLES "L" MAX. "W" MAX. 2X4 PLATE 2X6 PLATE 2X8 PLATE 6'-0" 6'-0" 6'-0" 3-1/2" 5-1/2" 5-1/2" 1-1/2" 2" 2" 1-1/4" 2" 3" 111 PLATE NOTCHING AND BORING END LE N G T H END LE N G T H 1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.2HIP BM. OR TOP CHORD OF HIP TRUSS. 3SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. 42X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS). END LENGTH 5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~63SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. 1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS. 1. TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS. 2. HIP BM. OR TOP CHORD OF HIP TRUSS. 3. SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE. 4. 2X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS). 5. DBL. TOP PLATE OR DROP BM. PER PLAN. NOTES: * ADD 2" x 4" x 48" LONG MEMBER TO RECEIVE 2ND CS16 & NAIL W/ 16d @ 4" O.C. STAGGERED. STRAP 8 9 CS16 (2)CS16 END LENGTH 3'-6" 3'-6" CAPACITY 1700# NAILS/ SPACING 8d BOX/ SINKER @ 2-1/16" O.C. 3400#8d BOX/ SINKER @ 2-1/16" O.C. 8 111 DRAG DETAIL EQ.EQ. 1PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). 2FLUSH BEAM PER PLAN.FLOOR~4 3DBL. TOP PLATE. 4DROP BEAM PER PLAN.FLOOR~5 5STRAP PER CHART BELOW. 6ALT. STRAP LOCATION. 7SEE PLAN FOR BEARING CONDITION. 1. PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). 2. FLUSH BEAM PER PLAN. 3. DBL. TOP PLATE. 4. DROP BEAM PER PLAN. 5. STRAP PER CHART BELOW. 6. ALT. STRAP LOCATION. 7. SEE PLAN FOR BEARING CONDITION. STRAP CAPACITYEND LENGTH 5 6 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" 7 CMSTC16 4500#3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 16d SINKER @ 4-1/2" 5 111 DRAG DETAIL 12X ROOF RAFTER PER PLAN.ROOF~2 22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 5SHEARWALL PER PLAN.WALL~2 4FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 72X ROOF RAFTER OR TRUSS @ MAIN ROOF FRAMING (TYP.) 2X 6 R I D G E ( U . N . O . ) VAL L E Y 2X F L A T VAL L E Y 2X F L A T C B A B 82X R.R. @ CALIF. FRAMING @ 16" O.C., IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. PER DETAIL C SCALE: DETAIL A: CALIF. ROOF @ SHEARWALL NTS SCALE: CALIF. FRAMING (PLAN VIEW) NTS SCALE: DETAIL B: CALIF. ROOF TO MAIN ROOF NTS SCALE: DETAIL C: CALIF. RIDGE NTS 6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 12X ROOF RAFTER PER PLAN.ROOF~2 92X CONT. W 2-16d @ 24" O.C. TOE NAIL TO TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. 102X FULL DEPTH BLOCKING.W-B2X6~1 6ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 112X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FACE AND EA. SIDE 122X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. 1. 2X ROOF RAFTER OR TRUSS PER PLAN. 2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 4. FRAMING CLIP A35/ LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 5. SHEARWALL PER PLAN. CONT. PLYWOOD SHEATHING SAME TYPE AS SHEARWALL BELOW TO CALIF. FRAMING. 6. ROOF SHEATHING W/ CALIFORNIA FRAMING. 7. 2X4 ROOF RAFTER OR TRUSS @ MAIN ROOF FRAMING (TYP.) 8. 2X R.R. @ CALIF. FRAMING @ 16" O.C., IMTERMEDIATE SUPPORT @ 8'-0" O.C. MAX. PER DETAIL C 9. 2X CONT. W 2-16d @ 24" O.C. TOE NAIL TO TRUSSES OR @ 16" O.C. TOE NAIL TO R.R. 10. 2X FULL DEPTH BLOCKING. 11. 2X6 RIDGE BM. W/ 2-16d TOE NAIL TYP. EA. FACE AND EA. SIDE 12. 2X6 PURLIN & 2X4 BRACE @ 9'-0" O.C. AND @ 8'-0" O.C. TO LIMIT R.R. TO 8'-0" SPAN MAX. 13. BOUNDARY NAILS. 14. (1) BAY WIDTH x 30" ACCESS & VENTILATION OPENING PER ARCHITECTURAL. PROVIDE 2X BLK'G. & BOUNDARY NAILING OF ROOF SHEATHING AROUND OPENING. 15. PREFABRICATED VALLEY TRUSS PER MFR. 16. SIMPSON VTCR CLIPS @ EA. END OF VALLEY TRUSS W/ 5-10d TO VALLEY TRUSS & 4-10d TO ROOF FRAMING BELOW. 5SHEARWALL PER PLAN.WALL~2 13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 13ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 111 CALIFORNIA FRAMING DETAIL 142X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 SCALE: ALT. CONVENTIONAL CALIF. FR'MG NTS 12X ROOF RAFTER PER PLAN.ROOF~2 152X ROOF RAFTER PER PLAN.ROOF~2 162X ROOF RAFTER PER PLAN.ROOF~2 EQ.EQ. 12X ROOF RAFTER PER PLAN.ROOF~22HIP BM. PER PLAN. 32X BLK'G 4SIMPSON STRAP ST18 @ 4'-0" O.C. 1. 2X ROOF RAFTER PER PLAN. 2. HIP BM. PER PLAN. 3. 2X BLK'G 4. SIMPSON STRAP ST18 @ 4'-0" O.C. U.N.O. 111 CONNECTION DETAIL 1RIDGE PER PLAN.ROOF~15 2HIP BM PER PLAN. 3POST PER PLAN.WALL~3 4SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR.CC-LPC4~2 5A35 @ EA. SIDE OF KING POST. 6DOUBLE TOP PLATE OR DBL. JOISTS. 2HIP BM PER PLAN. 2HIP BM PER PLAN. 1RIDGE PER PLAN.ROOF~15 7SIMPSON "LSSR" HANGER. 8DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~69SIMPSON "HCP" CONNECTOR 1. RIDGE PER PLAN. 2. HIP BM PER PLAN. 3. POST PER PLAN. 4. SIMPSON POST CAP "LPC4" W/ FASTENERS PER MFR. 5. A34 @ EA. SIDE OF KING POST. 6. DOUBLE TOP PLATE OR DBL. JOISTS. 7. SIMPSON "LSSR" HANGER. 8. DBL. TOP PLATE OR DROP BM. PER PLAN. 9. SIMPSON "HCP" CONNECTOR. 111 CONNECTION DETAIL 1RIDGE PER PLAN.ROOF~1522X ROOF RAFTER PER PLAN.ROOF~2 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 4A35 @ EA. RAFTER 5SIMPSON STRAP LSTA30 @ 32" O.C.6EDGE NAILING.MISC~3 1. RIDGE PER PLAN. 2. 2X ROOF RAFTER PER PLAN. 3. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 4. A35 @ EA. RAFTER 5. SIMPSON STRAP LSTA30 @ 32" O.C. 6. EDGE NAILING. 111 CONNECTION DETAIL 111 NOTCH BEAM DETAIL 1FLUSH BEAM NOTCH PER PLAN. 4MATCH SLOPE OF ROOF. 5MIN. 5" FOR 14" DEEP BEAM & MIN. 4" FOR 11 7/8" DEEP BEAM. SEE PLANS HIGHER HEEL STAND IS REQ'D. 2OVERALL BEAM DEPTH.6MTS12 EA. SIDE 3DBL. TOP PLATE.W-22X4~ 72X STUD WALL PER PLAN.WALL~1 1. FLUSH BEAM NOTCH PER PLAN. 2. OVERALL BEAM DEPTH. 3. DBL. TOP PLATE. 4. MATCH SLOPE OF ROOF. 5. MIN. D/3 OF OVERALL BEAM DEPTH. SEE PLANS AND NOTCH BEAM CALCULATION IF HIGHER HEEL STAND IS REQ'D. 6. MTS12 EA. SIDE 7. 2X STUD WALL PER PLAN. NOTE: DO NOT OVERCUT 1HIP OR VALLEY 2SIMPSON STRAP MST48 3SIMPSON COLUMN CAP 4POST PER PLAN.WALL~3 5FRAMING CLIP A34 @ EA. SIDE OF POST 6DBL. C.J. OR STUD WALL 1. HIP OR VALLEY BEAM. 2. SIMPSON STRAP MST48. 3. SIMPSON "PC" POST CAP. 4. 4X MIN. KING POST. 5. FRAMING CLIP A34 @ EA. SIDE OF POST. 6. DBL. C.J. OR DBL. TOP PLATE. 1HIP OR VALLEY 111INSERTION SCALE: RRC11-250195 CONNECTION DETAIL 1/12 111 SHEAR TRANSFER 12X ROOF RAFTER PER PLAN.ROOF~2 22X ROOF RAFTER PER CALIF. FRAMING.ROOF~2 12X ROOF RAFTER PER PLAN.ROOF~2 32X CEILING JOIST PER PLAN.ROOF~2 32X CEILING JOIST PER PLAN.ROOF~24CEILING AND RAFTER TIE W/ 6-16d.ROOF~2 5CEILING BEAM PER PLAN.ROOF~2 62X4 @ 16" O.C. STUD WALL.ROOF~2 72X SOLE PLATE W/ 16d @ 6" O.C. OR SEE SHEAR WALL SCHEDULE.ROOF~2 8PLYWOOD TYPE "A" OR SAME TYPE AS SHEAR WALL BELOW.ROOF~2 9ROOF SHEATHING W/ NAILING PER NAILING SCHEDULE.ROOF~2 9ROOF SHEATHING W/ NAILING PER NAILING SCHEDULE.ROOF~2 10FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 11SIMPSON APPROVED HANGER PER PLAN.MISC~1 12BOUNDARY NAILS.ROOF~2 122X ROOF RAFTER PER PLAN.ROOF~2 122X4 @ 16" O.C. STUD WALL.ROOF~2 1. 2X ROOF RAFTER PER PLAN. 2. 2X ROOF RAFTER PER CALIF. FRAMING. 3. 2X CEILING JOIST PER PLAN. 4. CEILING AND RAFTER TIE W/ 6-16d. 5. CEILING BEAM PER PLAN. 6. 2X4 @ 16" O.C. STUD WALL. 7. 2X SOLE PLATE W/ 16d @ 6" O.C. OR SEE SW SCHDL. 8. PLYWOOD TYPE "A" OR SAME TYPE AS SHEAR WALL BELOW. 9. ROOF SHEATHING W/ NAILING PER NAILING SCHDL. 10. FRAMING CLIP A35 PER SW SCHDL. @ 48" O.C. MAX. 11. SIMPSON APPROVED HANGER PER PLAN. 12. BOUNDARY NAILS. 13. SHEAR TRANSFER CONNECTION, REFER TO 3/SD3. 4CEILING AND RAFTER TIE W/ 6-16d.ROOF~2 132X ROOF RAFTER PER PLAN.ROOF~2 12X ROOF RAFTER PER PLAN.ROOF~2 22X CEILING JOIST PER PLAN.ROOF~3 32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. 6FRAMING CLIP A34 AT EA. BRACE TO WD. BEAM.7CEILING BEAM PER PLAN.ROOF~14 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~19SIMPSON STRAP CS16 @ 32" O.C., L=2'-6" 10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1. 2X ROOF RAFTER PER PLAN. 2. 2X CEILING JOIST PER PLAN. OR BLOCKING @ 48"O.C. MAX. 3. 2 x 4 STUD @ 48" O.C., MAX. AND STUD HEIGHT= 8'-0" MAX. 4. 2X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO STUD. 5. 4-16d COMMON NAILS @ EA. RAFTER AND STUD. 6. SIMPSON A34 AT EA. STUD TO WD. BEAM. 7. CEILING BEAM PER PLAN. 8. SIMPSON APPROVED HANGER PER PLAN. 9. SIMPSON STRAP CS16 @ 32" O.C. W/ END LENGTH L=11" MIN. 10. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 111 CONNECTION DETAIL 3 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 12/15/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 2025/09/18 1ST PLAN CHECK1. 2025/11/20 2ND PLAN CHECK2. 2025/12/15 3RD PLAN CHECK3. SD3 STRUCTURAL DETAILS 2-0" MIN. PANEL WIDTH 1SHEARWALL PER PLAN, REFERS TO SHEARWALL SCHEDULE. 2EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES. 3FIELD NAIL @ 12" O.C. 4KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 5TRIMMER WHERE OCCURS. 8INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 1. SHEAR PANEL PER PLAN. 2. EDGE NAIL (E.N.) SHEAR PANEL TO ALL SHEARWALL EDGES. WHEN PANEL EXTEND TO TRIMMER, E.N. BOTH TRIMMER AND KING STUDS. 3. FIELD NAIL @ 12" O.C. 4. 2X OR MULTIPLE KING STUD PER FRAMING NOTE W/ 16d @ 16" O.C. TO TRIMMER. 5. TRIMMER PER PLAN. 6. HEADER PER PLAN. 7. MIN. 3-16d TO END OF HEADER. 8. SIMPSON HOLDOWN PER PLAN. 9.WHEN HOLDOWNS CONNECTED TO KING STUD, REPLACED SDS SCREWS W/ LONGER LENGTH TO GET 2 1/2" PENETRATIONS TO TRIMMER.NOTES: 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. 3. STAGGER NAILS THAT ARE SPACED 2" O.C. 4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. 6TRIMMER WHERE OCCURS. 7KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 9INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 111 SHEAR PANEL ASSEMBLY DETAIL 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2FIELD NAILING PER PLAN.3CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 4DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. 1. PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2. FIELD NAILING PER PLAN. 3. CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 4. DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5. FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. NOTES: - STAGGER JOINTS AS SHOWN. - MIN. SIZE OF SHEET SHALL BE 2 FT. x 2 FT. - NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. - TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. 111 PLYWOOD SHEATHING LAYOUT 111 TYPICAL HEADER DETAIL 1HDR. PER PLAN.WALL~4 2(3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5(2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 1. HDR. PER PLAN. 2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 1CEILING/ FLUSH BEAM PER PLAN. 2POST PER PLAN.WALL~3 3HDR. PER PLAN.WALL~4 64X POST W/ (2) A35 AT TOP & (2) A35 AT BOTT. 7(2) A35 AT TOP CONNECT BEAM TO TOP PLATE.4DBL. TOP PLATE. 1. BEAM OR GIRDER TRUSS BOTTOM CHORD PER PLAN. 2. TRIMMER STUD PER PLAN. 3. HDR. PER PLAN. 4. DBL. TOP PLATE. 5. 2X CRIPPLE STUD WHERE OCCURRED. 6. 4X MIN. BLOCKING W/ (2) A34 AT TOP & BOTTOM. 7. A34 AT EA. SIDE OF BEAM TO TOP PLATE. 8. FOR TRUSS BOTTOM CHORD CONDITION, REPLACE (2) A34 W/ SIMPSON "LGT" GIRDER TIEDOWN (U.N.O.). 8CEILING/ FLUSH BEAM PER PLAN. 1CEILING/ FLUSH BEAM PER PLAN. 5(2) A35 AT TOP CONNECT BEAM TO TOP PLATE. 111 GIRDER TO HEADER CONNECTION 1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP. 1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP. 22 x 4 STUD (U.N.O.) 22 x 4 STUD (U.N.O.)22 x 4 STUD (U.N.O.) 22 x 4 STUD (U.N.O.) 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~34EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 516d @ 3" O.C. STAGGERED. 516d @ 3" O.C. STAGGERED. COND: "A"COND: "C" COND: "B"COND: "D" 1. SEE PLAN FOR SHEAR WALL HOLDOWN/ STRAP. 2. 2X STUD (U.N.O.) 3. SHEARWALL PER PLAN. 4. BOUNDARY NAILS. 5. 16d @ 3" O.C. STAGGERED. 111 SHEARWALL/WALL INTERSECTION 1WOOD BEAM PER PLAN. 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN. 3WOOD POST OR BEAM PER PLAN. 4SIMPSON STRAP "MST48". 1. WOOD BEAM PER PLAN. 2. SIMPSON APPROVED COLUMN CAP PER PLAN. 3. WOOD POST OR DROP BEAM PER PLAN. 4. SIMPSON STRAP "ST6236". ALT. LOCATION ON TOP OF BM. 5. PROVIDE SHIM UNDER AND @ THE SIDE OF THE SMALLER BM. AS REQUIRED. COND. A COND. B 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN.COND. C 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN. COND. D 5DECKING PER PLAN.FLOOR~2 4SIMPSON STRAP "MST48". 111 BEAM TO POST CONNECTION ± ±C.L. 4 2 53 1 6 ALT. TO VENT BLOCK TYP.MAX. ± ± C.L. 4 2 TYP. MAX. 1. TYP. EDGE NAILING. 2. FOR VENT SPACING OF 6'-0" (2-A35's PER ADJACENT BLK's.), AND FOR VENT SPACING OF 4'-0" (3-A35's PER ADJACENT BLK's.). SKIP A35's @ VENT BLOCKING. 3. SCREEN FOR VENTILATION. 4. 8d COMMON EDGE NAILS : @ 4" O.C. FOR VENT SPACING OF 6'-0". @ 3" O.C. FOR VENT SPACING OF 4'-0". 5. ADJOINING FULL HT. BLOCKING PER SHEAR TRANSFER DETAILS. 6. (3) BAYS OF FLAT BLK'G. CENTERED @ SCREEN. 111 TYPICAL VENT BLOCK ROOF TRUSS CONDITION ROOF CONVENTIONAL CONDITION 12X ROOF RAFTER PER PLAN.Roof~2 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 32X CEILING JOIST PER PLAN.Roof~342X STUD WALL PER PLAN.Wall~1 5SHEARWALL PER PLAN.Wall~2 62X LEDGER W/ 2-16d TO EA. STUDW-2X8~3 72X BEVELED BLK'G.Roof~4 8SIMPSON APPROVED HANGER PER PLAN.H-HU48_L~1 9FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 10SIMPSON HURRICANE CLIP H2.5A @ EA. TRUSS TO TOP PLATE.A-H2.5A_L~1. 2X ROOF RAFTER PER PLAN. 2. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 3. 2X CEILING JOIST PER PLAN. 4. 2X STUD WALL PER PLAN. 5. SHEARWALL PER PLAN. 6. 2X LEDGER W/ 2-16d TO EA. STUD 7. 2X BEVELED BLK'G. 8. SIMPSON APPROVED HANGER PER PLAN. 9. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 10. SIMPSON HURRICANE CLIP H2.5A @ EA. RAFTER TO TOP PLATE. 11. BOUNDARY NAILS. 12. DBL. TOP PLATE OR DROP BM. PER PLAN. 11BOUNDARY NAILS.N-10d~ 11BOUNDARY NAILS.N-8d~12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 111 SHEAR TRANSFER A MSTA12 B (1) CS16 END LENGTHSTRAP TYPE - 1BEAM PER PLAN.1BEAM PER PLAN. 2SIMPSON STRAP EA. SIDE OF BEAM TO POST. 2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST. 3POST PER PLAN.WALL~3 3POST PER PLAN.WALL~3 4ALT. TO MSTA12 STRAPS, USE 2X KING STUD EA. SIDE OF BEAM TO POST & NAIL W/ 16d @ 16" O.C. TO POST & MIN. 5-16d TO BM. 1. BEAM PER PLAN. 2. SIMPSON STRAP EA. SIDE OF BEAM TO POST. 3. POST PER PLAN. 4. ALT. TO MSTA12 STRAPS, USE 2X KING STUD EA. SIDE OF BEAM TO POST & NAIL W/ 16d @ 16" O.C. TO POST & MIN. 5-16d TO BM. NOTES: - ADD SHIMS AS REQUIRED. - IF THERE IS DBL. TOP PLATE BETWEEN BM. & POST, INCREASE LENGTH OF STRAP TO ACCOMMODATE. - FILL ALL STRAP HOLES W/ NAILS. (2) CS16C 1'-1" 1'-1" CAPACITY 1880# 3400# 6800# EQ . EQ . 111 CONNECTION DETAIL 1DBL. TOP PLATE.WALL~8 1BEAM OR DBL. TOP PLATE.2SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW.32X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. 1. BEAM OR DBL. TOP PLATE. 2. SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW. 3. 2X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. NOTES: - LOCATE STRAP OVER PLYWOOD SHEAR PANEL. STRAP CAPACITYEND LENGTH 19 20 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 19 111 DRAG DETAIL 24" MIN.3 - BAY MIN. 1CS162SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 3FLUSH BEAM PER PLAN.FLOOR~4 42X FULL HEIGHT STUD WALL PER PLAN. 54X BLK'G 64X END POST 1. SIMPSON STRAP "CS16" W/ 8d SINKER NAIL TO FIT OVERALL BAYS OF BLOCKING WHERE APPLICABLE AND EXTEND 24" MIN. TO BEAM. 2. SIMPSON "HUCQ" CONCEALED HANGER. 3. FLUSH OR DROP BEAM PER PLAN. 4. 2X FULL HEIGHT STUD WALL PER PLAN. 5. 4X FULL DEPTH BLOCKING W/ EN. SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN 3 BAYS U.N.O.) 6. 4X MIN. POST PER PLAN. 111 DRAG DETAIL 12X ROOF RAFTER PER PLAN.ROOF~2 22X CEILING JOIST PER PLAN.ROOF~3 32 x 4 BRACE @ 48" O.C., MAX. L = 8'-0"ROOF~5 42X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE.ROOF~5 54-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. 6FRAMING CLIP A34 AT EA. BRACE TO WD. BEAM. 7CEILING BEAM PER PLAN.ROOF~14 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1 8SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~19SIMPSON STRAP CS16 @ 32" O.C., L=2'-6" 10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1. 2X ROOF RAFTER PER PLAN. 2. 2X CEILING JOIST PER PLAN. 3. 2 x 4 BRACE @ 48" O.C., MAX. L=8'-0". 4. 2X PURLIN SAME SIZE AS RAFTER W/ 2-16d TO BRACE. 5. 4-16d COMMON NAILS @ EA. RAFTER AND BRACE JOIST. 6. SIMPSON A34 AT EA. BRACE TO WD. BEAM. 7. CEILING BEAM PER PLAN. 8. SIMPSON APPROVED HANGER PER PLAN. 9. SIMPSON STRAP CS16 @ 32" O.C. W/ END LENGTH L=11" MIN. 10. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 45 ° M I N . 111 CONNECTION DETAIL RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 5/21/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 5/21/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 5/21/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 250195 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , SA N T A A N A , C A 9 2 7 0 3 CITY OF SANTA ANA Planning and Building Agency Geotechnical Investigation Investigation and Report Two New Accessory Dwelling Units (ADU) Located at: 518 Huylars Ln Santa Ana CA 92703 Project No.: 25-201 May 15, 2025 Priority Engineering Group 335 E. Blueridge Ave. Orange CA 92865 949-391-8200 priorityengineeringgroup09@gmail.com Approved FOR PERMIT ISSUANCE Master ID: Date: CITY OF SANTA ANA Planning and Building Agency INDEX INTRODUCTION.................................................................................................. SITEDESCRIPTION............................................................................................ SCOPEOF WORK................................................................................................ EXPLORATION AND FIELD INVESTIGATION PROGRAMS ........................... LABORATORY TESTING PROGRAM.................................................................. SUMMARY OF SOIL AND DESIGN PROPERTIES ........................................... Approved -FOR �ERMIT ISSUANCE . MasterI D: ,Date: 2 BASICSOIL PROPERTIES........................................................................................ 2 MAXDENSITY.......................................................................................................... 2 DIRECTSHEAR.......................................................................................................... 2 BEARINGVALUE........................................................................................................ 2 SOIL PRESSURE FACTORS..................................................................................... 3 SEISMICFACTORS................................................................................................... 3 SOLUBLESULFATE.................................................................................................. 3 EXPANSIVESOIL...................................................................................................... 3 GROUNDWATER....................................................................................................... 4 LIQUEFACTION.......................................................................................................... 4 SHRINKAGE AND SUBSIDENCE............................................................................. 4 SETTLEMENT.................................................................................................I............. 4 DRAINAGE................................................................................................................... 5 CONCRETE SLAB CONSTRUCTION....................................................................... 5 FOOTINGDESIGN................................................................................................... 5 FOUNDATION............................................................................................................ 5 PAVEDAREAS........................................................................................................... 5 FLOORSLABS............................................................................................................. 5/6 DRIVEWAYS AND PARKING AREAS........................................................................ 6 UTILITY TRENCHES.................................................................................................... 6 FILL PLACEMENT & COMPACTION REQUIREMENTS .......................................... 6 ADDITIONAL SERVICES REQUIRED...................................................................... 7 CONCLUSION............................................................................................................. 7 INSPECTION.............................................................................................................. 8 SEASONAL LIMITATIONS........................................................................................ 8 GENERAL..................................................................................................................... 8 APPENDIX Soil Classification Chart ............................................................................ A BoringLog................................................................................................... C1/C2 DesignMaps................................................................................................ G1/G2 BoringLocation ......................................................................................... H VicinityMap................................................................................................. I LiquefactionMap............................................................................ K INTRODUCTION CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa a. CA 92703 Approved FOR PERMIT ISSUANCE Priority Engineering has conducted a site inspection, made a physical test of on- ite soils and prepared the following report of Geotechnical Investigation for the residential property to t dser t 5I 8 Huylars a Ln, Santa Ana CA. The investigation was made to provide site evaluation and de data or 2 a e: proposed new accessory dwelling units (ADU) to be constructed on the site. SITE DESCRIPTION The site, Assessor Parcel 100-573-34. Latitude 33.749353 Longitude-117.925833 The subject property is a rectangular -shaped corner lot encompassing approximately 0.51 acre. It is developed with a one-story, 2,729-square-foot single-family residence, originally constructed in 1960, consisting of two bedrooms, one bathroom, and an attached garage. The lot measures approximately 75 feet along the north and south boundaries, and 300 feet along the east and west. A one-story multi -unit structure is located on the north end of the property. The proposed ADUs are planned for the vacant portion of land situated between the existing structures. The surrounding neighborhood consists primarily of single-family, wood -framed homes situated on smaller sized parcels. SCOPE OF WORK Our scope of work consists of field and laboratory programs to evaluate the physical and engineering properties of the onsite soils. Description of the exploration and laboratory programs are presented below. EXPLORATION AND FIELD INVESTIGATION PROGRAMS On May 5, 2025, a field exploration was performed, which consisted of 2 borings in the approximate locations of the proposed ADU. Hole #1 was drilled to a depth of 10 ft. The equipment used was a hand operated power auger with extensions. Moisture tests taken at 22" was 20.8%, and at 74" was 18.9%. Ring samples taken at 2ft and bulk sample taken at 5 ft. for laboratory testing. The soil encountered was dark gray sand. The description of the subsurface soil and the depth of boring # 1 are shown in Boring Log C 1. Hole #2 was drilled to a depth of 5ft. The equipment used was a hand operated power auger with extensions. Moisture tests taken at 24" was 17.8% and at 60" was 14.8%. Ring samples taken at 2 ft and bulk sample taken at 5 ft. for laboratory testing. The soil encountered was dark gray sand. The description of the subsurface soil and the depth of boring #2 are shown in Boring Log C2. LABORATORY TESTING PROGRAMS Samples of the in -situ soils recovered from the borings were used for our visual material and further laboratory testing to obtain data for foundation design and recommendations. The results of the testing are the basis for the conclusions and recommendation: SUMMARY OF SOIL AND DESIGN PROPERTIES CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa a CA 92703 Approved FOR PERMIT ISSUANCE lassification of the e vrenaration Date: The following subsections and sections will present our detailed conclusions and recommendations for the development of the site. Basic Soil Properties Maximum Density The Maximum Density for the dark gray sand per (ASTM D1557) Boring # 1 122.8 pcf @ 7.4% MC Boring #2 118.9 pcf @ 8.9% MC For compaction control during excavation and recompaction of the on -site soils use: Boring #1 110.52 pcf @ Optimum moisture Boring #2 107.01 pcf @ Optimum moisture Direct Shear The Shear values for the dark gray sand per (ASTM D3080) Bearing Value Peak Boring #1 130 Boring #2 150 For design purposes 2100 psf Ultimate Angle 90 290 100 290 ra Soil Pressure Factors Earth Pressure Factors 29 Maximum Dry Density = 122.8 Active Earth Pressure Ka= Pa= Passive Earth Pressure Kp= Pp= At Rest Kat= Pat= y= 110 0.3469740313 38.3475699392 2.8820600667 318.5252785716 0.5151903798 56.9388407754 CITY OF SANTA ANA Planning and Building Agency 518 Huylars Lpn Santa pprOV�34 FOR PERMIT ISSUANCE Master ID: Date: Seismic Factors Ss 1.325 SMi 0.8968 Fa 1.2 PGA 0.565 Ie 1 Si 0.472 SDs 1.06 Fv 1.9 FPGA 1.2 Tt 8 SMs 1.59 SD1 0.5979 Cv 1.365 PGA M 0.678 A full list of Seismic factors is in the Attachment 'G' Soluble Sulfates The results of the limited in-house laboratory tests indicate that the on -site soils tested contain a water-soluble sulfate content of .16 by weight. Based on Table 19.3.1.1 ofACI 318-14, the Exposure Class S 1 is appropriate for onsite soils. Water cement ratio (0.50) shall be adjusted to produce a low slump (<3inches>) mix. Concrete specifications may be changed by the Structural Engineer. Type V cement is not required but is recommended for use. Strength should be 4000 psi. Expansive Soil The soil found on this site consists of sand. The soil found on the site is not expansive. A modified test in the laboratory and the condition of the concrete paving and foundations on site show no signs of expansive reaction in the soils. 3 Groundwater CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa A-na FOR PERMIT ISSUANCE Groundwater was not encountered within the borings. Groundwater is not expect�d to be encountered. Liquefaction Master ID: Date: Potential consequences of liquefaction or secondary liquefaction included hazards generally consist of differential settlement (vertical deformations), lateral movement/lateral spreading (horizontal defor- mations), oscillation, and reduction in foundation soil -bearing capacity (bearing failure). A sloping condition or drainage or stream channel does not exist at the site, therefore, lateral move- ment/lateral spreading, oscillation, etc, due to potential liquefaction are not anticipated to be credible hazards for the proposed new structure. Differential settlement due to liquefaction (and reduction in foundation soil -bearing capacity) is roughly estimated to be about 1/ inch (for a horizontal distance of 40 feet). This is only a rough esti- mate. To reduce the potential adverse effects to the new structure due to potential liquefaction induced differ- ential settlement and/or reduction in foundation soil -bearing capacity, a strengthened foundation sys- tem with thicker and stronger reinforcement slabs and deeper and wider and stronger reinforcement footings as compared to a regular foundation system for a residential structure as recommended in this report should be used for the new structure. During our research, and in conversations with other Engineers and Contractors, it was discovered many of the new residences in the area have been designed and constructed with regular, shallow foot- ings with slabs on grade, not with strengthened foundation supports. Our belief is if the area is liquefied due to a very strong earthquake, the potential for damage to the proposed new structure which will be structurally designed in accordance with new building codes, if any, would be much less severe than the existing on -site structure and existing homes in the vicinity. These homes were built and designed structurally based on old building codes. It should be noted that in accordance with SP117A, a detailed site -specific liquefaction study is not required since the proposed new structure is less than three stories and less than four units. Shrinkage and Subsidence Based on the in -place densities of the natural soil and assuming an average fill density of 92 percent relative compaction, calculations indicate that there will be a 5 percent decrease in volume between the cut and fill operations. In addition, it is estimated that there will be 0.15 of a foot of subsidence due to reworking the surface soils. Settlement When constructed in accordance with the specifications in this report, total settlement is estimated to be 0.25 inch and differential settlement over a 20-foot span less than 0.25 inch. 11 Drainage CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa Ana CA 92703 Approved According to CBC 2022, Chapter 18, 1804.4, Site Grading, the ground immediat ly O R P E R o tl e S S U A N C E foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 percent slope) for a minimum distance of 10 feet measured pe albr to the face of the wall. If physical obstructions of lot lines prohibit 10 ft of horizontal isle, a 5 percent slope shall be provided at an approved alternative method of diverting water aw4 from the foundation. Swales used for this purpose shall be sloped a minimum of 2 percent within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building. Concrete Slab Construction Footing Design Exterior and interior footings for a single -story structure should be found 16 inches below the lowest adjacent grade with a minimum width of 12 inches. Two story structures shall have footings 24 inches below the lowest adjacent grade with a minimum width of 15 inches. Reinforcement should consist of four #4 reinforcing bars placed two at the top and two at the bottom of the footing. These reinforcing bars shall be positioned with minimum cover of 3 inches at the center of all continuous footings, properly lapped and tied. Foundation Over excavate all building areas three feet and three feet beyond foundation dimension, or to compe- tent insitu soils as determined by field test during excavation, whichever is deeper. Scarify exposed subgrade 8 inches and moisturize to optimum moisture content. Compact to minimum 90% density and replace soil in 8 inch lifts, moisturize and compact to minimum 90% of maximum density. Paved Areas- General Paved areas consist of concrete patios, sidewalks and driveways. There are different requirements for the preparation of each of these areas. Concrete patios are generally adjacent to the building itself. Proper preparation of the area for con- crete patios is extremely important. Improper compaction or preparation will permit cracks and settle- ment of the paving that are not acceptable. It is required that all areas for concrete patios be excavated 12 inches and recompacted to the proper density as described above. Floor Slabs The concrete slab design shall be in accordance with the provisions of Cal Green 2022. Floor slab requirements: Aggregate Base: A 4-inch-thick base of 1/2 inch or larger clean aggregate is required. Vapor Retarder: a vapor retarder must be in direct contact with the concrete. Concrete Mix Design: The concrete mix design needs to address issues like bleeding, shrinkage, and curling. CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa Aka CA 92703 At a minimum, the floor slab shall be reinforced with # 4 reinforcing bars placed 18 inchcHpploved center throughout the entire slab and shall be placed in the center of a 5-inch slab fQRN. �ci`dsSUANCE tend to dry out prior to placing the floor slab, therefore, prior to placing concrete, the sub -grade soils shall be remoisturized to 90 % of optimum moisture to a depth of 12 inches. Master ID: Date: Driveways and Parking Areas Asphalt paving shall be a minimum of 2 inches of/z inch maximum aggregate asphalt over 4 inches of 3/4 inch crushed rock, gravel or miscellaneous base. The sub grade shall be compacted to 95% minimum and the aggregate base shall be compacted to 90% of maximum density minimum. Concrete driveways and parking areas shall be constructed a minimum of 4 inches thick with construction joints at a maximum of 10 feet. Minimum reinforcement shall consist of #3 reinforcing bars crossing at 24 inches on center and placed in the center of the slab. The driveway shall be constructed over a minimum of 3 inches of crushed rock, gravel or miscellaneous base. Prior to placing concrete, the driveway sub -grade shall be saturated to 100% of optimum moisture to a depth of 12 inches. Utility Trenches The development of the site will obviously require utility trenches. Although these trenches are limited in scope, they present significant problems when they are not properly dug and properly backfilled. On site material may be used for utility line backfill. The backfill shall be compacted to 90% of max density. Fill placement and compaction requirements Material for engineered fill should be select free of organic material, debris, ad other deleterious sub- stances, and should not contain fragments greater than 3 inches in maximum dimension. On -site exca- vated soils that meet these requirements may be used to backfill the excavated Residential Building area. All fill should be placed in 6 inch thick maximum lifts, watered or air dried as necessary to achieve near optimum moisture conditions, and then compacted in place to a maximum relative compaction of 90%. The laboratory maximum dry density and optimum moisture content for each change in soil type should be determined in accordance with Test Method ASTM D 1557. A representative of the project consultant should be present on -site during grading operations to verify proper placement and compac- tion of all fill, as well as to verify compliance with the other geotechnical recommendations presented herein. G Additional Services Required Priority Engineering Group shall be called to provide the following services All earthwork to be performed under the observation and testing of the Geotech Engineering personnel reporting to the Geotechnical Engineer. All earthworks, backfill and preparation of subgrade, should be performed in accordance with tl mendations presented in this report. All import fill material to be approved by prior to importing to the site for use as compacted fill. Conclusion CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa la CA 92703 `4proved FOR PERMIT ISSUANCE sneer or ID: , excavation, ulical recom- Development of the site, as proposed, is considered feasible from a Geotechnical Engineering perspec- tive, assuming the recommendations in this report are incorporated in the design and implemented in the field. When constructed in accordance with the specifications in this report the site will be safe and adequate for the intended use. 7 Inspection CITY OF SANTA ANA Planning and Building Agency 518 Huylars Ln Santa A,pa CA 92703 HHpproved FOR PERMIT ISSUANCE The Soils Engineer shall provide inspection for the site clearing and grading in o der to certify that the grading was done in accordance with the approved plans and grading specificatic ns. Master ID: Seasonal Limitations Date: No fill shall be placed, spread, or rolled during unfavorable weather conditions. When work is inter- rupted by heavy rains, fill operations shall not resume until the field tests by the Soils Engineer indi- cate the moisture content and density of the fill are as previously specified. General The recommendations contained in this report are based on the results of field investigation and labor- atory testing and represent our best engineering judgment. When prepared in accordance with the rec- ommendations, the site will be suitable and acceptable and safe and adequate for the proposed con- struction. It should be understood that subsurface conditions can and will vary throughout the site. Before providing bids, contractors shall make thorough explorations and findings. If soil conditions encoun- tered during grading differ substantially from those described in this report, this office should be noti- fied immediately so that appropriate recommendations can be made. This consultant is not responsible for any financial gains or losses accrued by persons/firms or any third parry in this report. This report is issued with the understanding that it is the responsibility of the owner, or his/her representative, to ensure that the information and recommendations contained herein are called to the attention of the Project Architect and Engineer and are incorporated into the plans and specifications and that the necessary steps are taken to see that the Contractors and Subcontractors carry out such recommendations. Respectfully submitted, Priority Engineering Group George Bach RCE 11092 / GE 107 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE ,vlaster ID: Date: I I ir/'[ AAv P P E"N D X Planning and Building Age 7ocgle Maps 518 Huylars Ln Approved FOR PERMIT ISSUAN ProgrepoSiW ' $UMN �Lyt:.pert�,c^a> Q i - O _ 0 = �wRmry A+e$ ` wwr:neigmn Are 3 . Master Date: M - Bryce M+ a _ wOet'wk Ara � 0 wOW.W A•n r u 1i 'A Sr wHDm�m.A•. 0 z I.zard Me XmrdM NexeN M. XaL/d M. 0 Hexwd Me _ , Hazartl A:e — v _ c ros§a Pe•I. Q i.. .. .. Rhode Aw 2 •• _ _ R--ft Aw Jankn 5r— _ _ ,A = e zn n .1 ,_..., O WY;OsmNS+trr r sz Inm V CGemalnPpaCtrht$. SO... Dt,naarn�a ,QHr Co `zvs wsd+sr ws�nst ^4 a,noyaO cases wa5�+�a O m S Jl,'�'TG:mcw II DI d r` w nlh sl Wansr a j w<m ,� ; z k z v, w wws,y. ardW Q y c, 5 ` CVSPnarmac yYmBs r, .: NUrt q I Mer:ei 0 '�! e':N tr•Aca SKp - >r _t, .. -. O 6 �r :� GdMes MtrP�k E;Tatrr i _ >J.•;c_ilr•PD,ne;1t = 7n �:. ^^! it P—S, - r. _i..� - Subway ._ G,ftl Are )+ Hardware Sam Ale :,Ics.. ^ '.aln AW wIX at W'Am WIAS1 wttlw W..m _: E�PAbH L�CMO wTa Sx —St O x _ e� y�t�,r Genunentel i 7'D' MDMIe tAan : � YI H M i PMY Tv— O1 MDblk Wire PerA Q 0 8f.))'<.f La O taer/. ANP; V5rA C'tV.rtn o E 1 OJIIf vMaQe,O i i W4¢Ay Ylar - wFrvu a Wtrs•YWai Wwhr.C!:'�'P0 3 a' s Mobdt HWM PWk e ^ 3 _ .... re,n_o 3 G,opgew V w Mrine Cr wMdr'm wChAr e ... Map data ©2025 500 ft L 518 Huylars Ln Santa Ana Ca 92703 Vicinity Map `I' PRIORITY ENGINEERING GROUP ¢litf CITY OF SANTA ANA Planning and Building Agency UTHORI Y A�II��d Plan Submittal Criteria Form Required for Single Family or Duplex Residences FOR IT I S ANC E (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 Appli nt Certification. Master ID: Project Information Date: ORANGE COUNTY FI: ❑ New Single Family Residence/Duplex ❑ Addition/Remodel P5kADU Address: -5-11 a2 Unit #: City or Uni corporated County Area: ZIP: �2 Scope of Work: .2 Jvets ADO Existing Area to � �Z Total Resulting Stories: Area Added in Past 2 Years Area: be Added: Area: ((excluding this project): Yes No Questionnaire nCFA Pl.. Tvnn if "V-11 1. rl New — Is this a new single family residence or duplex? "(PR160) Residential Site with Water Availability PR400-402 Fire Sprinkler 2. ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400.402) Fire Sprinkler fire sprinklers or a house that will have fire spriink(ers added as part of thisproject? 3. El rffl ® Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400-402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. ❑ K Distance — Is the most remote portion of the addition, ADU or other detached structure greater than "(PR160) Residential Site 140-feet from the fire access roadway? 5. g5 Total Area — Will the addition result in a total area of greater than 3,600 square feet (sf) for non- *(PR160) Residential Site -1 sprinklered buildings, or greater than 6,200 st for sprinklered buildings, including the area of all with Water Availability enclosed s aces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. ❑ Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR400.402) Fire Sprinkler removing any interior wails? Nete: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a fire s rinkler modification is needed. 7. F1 Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a "(PR160) Residential Site garage, workshop, game room, pool house, barn, etc., req�iiring fire sprinklers based on a threshold (PR400.402) Fire Sprinkler set by local ordinance? 8. Gate — Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal •(PR160) Residential Site ✓ Resources' (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas *(PR172-174) Methane seep, or less than 1000-feetfrom a landfill? (Note: For projects in Yorba Linda, this requirement only Test/Mitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. a Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to '(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone', as structure defined by the State, or D near an area that could be affected by a wildfire in the open space. araF, . —4. 1 u ucvlc Iaaual IUC vI a yi. AUII Ig[JUIIUII IY IJcrIrIIL mw uuler pans types may ae aererrea suDmRtals. _ Applicant Certification I certify, under penalty of perjury, under the laws of the State o oMl aRhe information above is true: / Print Name: I ��FP, Pt _ Signature: __. ' Date: � 7 ��< Phone Number:_ f-t—o2t� —F{ (5 Email:_- kk�n� A C) C_(�^^� w TC Attention Building Department Staff — After you've verified all questions were answered accurately as "No", then you may accept this signed form as G 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 Priority Engineering Group 335 E Blueridge Ave Orange Ca 92865 949/391-8200 Priorityenginee ringgroup09PgmaiLcom November 21, 2025 City of Santa Ana Planning & Building Agency 20 Civic Center Plaza Santa Ana, CA 92701 Re: 512-514 Huyiars Ln. Santa Ana, CA 92703 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Vlaster ID: Date: This letter is to confirm that structure drawings SO, S1, and SDI of the design package for the above referenced property has been reviewed by the Soil Engineer. Please feel free to contact me if there are any questions. Respectfully Submitted, George Bach, Soil Engineer GE107 / RCE 11092, fIRF ORANGE COUNTY FIRE AUTHORIT 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 Project Information ❑ New Single Family Residence/Duplex ❑ Addition/Remodel —ADU CITY OF SANTA ANA Planning and Building Agency AcRed FOR ISSUANCE it Certification. Master ID: Date: Address: Unit #: City or Unincorporated ounty Area: ZIP: St � � l�cs Z � a Ta Scope of Work: 0?_ JP5`�J Existing Area to e►,' Total Resulting Stories: Area Added in Past 2 Years Area: be Added: L Area:(excluding this pro ect : 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. ❑ 171 ADU - Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler J� firesprinkle s or a house that will have firesprinklers added as part of thisproject? 3. Addition - Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400-402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. El 71 Distance - Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 140-feet from the fire access roadway? 5. ❑ Total Area - Will the addition result in a total area of greater than 3,600 square feet (sf) for non- *(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. Remodel - Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR400-402) Fire Sprinkler removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed. 7. Detached Structure - Is this a new detached utility or accessory structure (not an ADU), such as a *(PR160) Residential Site garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. E] Gate - Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. Methane - Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal *(PR160) Residential Site Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas *(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only Test/Mitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10, ❑ Iji Vegetation - Is the property/structure (A) on the perimeter of a community containing, or adjacent to *(PR125) Fuel Modification +`- slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or D near an area that could be affected by a wildfire in the open space. -UL;t-A approval required before Issuance of a grace ngibullding permit All other plans types may be deterred submittals. Applicant Certification certify, under penal of er urya, a�der the laws of the State al' ta, t at t information above is true: Print Name: Signature: o !� Date: Vol a-s Phone Number:_71`1 Tom'CC) 2 (S 3 Email: V'Ic-O Y@M -2) al Attention Building Department Staff - After you've verified all questions were answered accurately as "No", then you may accept this sign-eform 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 CITY OF SANTA ANA Planning and Building Agency National Flood Insurance Progra Elev;ltlo0 Approved FOR PERMIT ISSUANCE Master ID. Date: Certificate and Instructions 2023 EDITION U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS CITY OF SANTA ANA Planni4l �N3MFl.1N"I Apency Ex ,ration Date: 06/30/ 026 Approved FOR PERMIT ISSUANCE PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden stfe4n l9des the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and com I in and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is display PC i is form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Clollections Management - Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority: Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP) floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment (LOMA), Conditional LOMA (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003 — National Flood Insurance Program Files System of Records Notice 79 Fed. Reg. 28747 (May 19, 2014) and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post -Flood Insurance Rate Map (FIRM) buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al—A30, AE, AH, AO, A (with Base Flood Elevation (BFE)), VE, Vl—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO, and A99. It may also be used to provide elevation information for Pre -FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade (LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law, will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package, whichever is appropriate. If the certificate will only be completed to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request, there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE. A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates information in Section A Items A8 or A9, Section C, Section E, or Section H. In addition, this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 1 of 8 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION P Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent! CITY OF SANTA ANA Plann4.1N"IApency ExoCM06/30/026 Approved FOR PERMIT ISSUANCE iES 1-11 ipany, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR II*��fI E COMPANY USE Al. Building Owner's Name: MINH TRAN Polic 1�7umSer: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 512 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: APN: 100-573-34 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 33.749353 Long.-117.925833 Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). A7. Building Diagram Number: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A8.c: sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): sq. ft. 0 Sum of A8.d and A8.e rated area (if applicable - see Instructions): sq. ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): sq. ft. f) Sum of A9.d and A9.e rated area (if applicable - see Instructions): sq. ft. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: SANTA ANA B1.b. NFIP Community Identification Number: 060232 B2. County Name: ORANGE B3. State: CA B4. Map/Panel No.: 06059CO143 B5. Suffix: J B6. FIRM Index Date: 09/15/1989 B7. FIRM Panel Effective/Revised Date: 12/03/2009 B8. Flood Zone(s): A B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 74.60 FT B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ❑ FIRM ❑ Community Determined M Other: LOMA case No. 15-09-0088A B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes M No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 2 of 8 5/21/2025 512 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURAI� 9AI6E 512 HUYLARS LN Policy NuFnQa:PERMIT ISSUAN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION G — COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFF MttrdMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain managem nt ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below wh : G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑ Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, 1 have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments (including type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): 09 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 5 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURAl J Vq"6&E 512 HUYLARS LN Policy NuFnQa:PERMIT ISSUAN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION H — BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR AL LNkOW16P, (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONL )Date: The property owner, owner's authorized representative, or local floodplain management official may comp) to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams (at the end of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG): a) For Building Diagrams 1A, 1B, 3, and 5-8. Top of bottom ❑ feet ❑ meters ❑ above the LAG floor (include above -grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 213, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor (i.e., the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? ❑ Yes ❑ No SECTION I — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: =E FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 6 of 8 ELEVATION CERTIFICATE CITY OF SANTA ANA Planning and Building Agency IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGE {5 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Approved Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR IN 512 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Com Master ID: �y t IC Number: a e: Instructions: Insert below at least two and when possible four photographs showing each side of the building for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and "Front View," 'Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: Clear Photo One Photo Two Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 7 of 8 ELEVATION CERTIFICATE CITY OF SANTA ANA Planning and Building Agency IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGE {5 1-11 BUILDING PHOTOGRAPHS Continuation Page Approved Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR IN 512 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Com Master ID: �y t IC Number: a Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View,' 'Rear View," "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Photo Three Caption: Clear Photo Three Photo Four Photo Four Caption: Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 8 of 8 CITY OF SANTA ANA Planning and Building Agency National Flood Insurance Progra Elev;ltlo0 Approved FOR PERMIT ISSUANCE Master ID. Date: Certificate and Instructions 2023 EDITION U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS CITY OF SANTA ANA Planni4l �N3MFl.1N"I Apency Ex ,ration Date: 06/30/ 026 Approved FOR PERMIT ISSUANCE PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden stfe4n l9des the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and com I in and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is display PC i is form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Clollections Management - Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority: Title 44 CFR § 61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program (NFIP) floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas. This form may also be used as an optional tool for a Letter of Map Amendment (LOMA), Conditional LOMA (CLOMA), Letter of Map Revision Based on Fill (LOMR-F), or Conditional LOMR-F (CLOMR-F), or for flood insurance rating purposes in any flood zone. Routine Use(s): The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003 — National Flood Insurance Program Files System of Records Notice 79 Fed. Reg. 28747 (May 19, 2014) and upon written request, written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may impact the flood insurance premium through the NFIP. Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP. It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to inform the proper insurance premium, and to support a request for a LOMA, CLOMA, LOMR-F, or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post -Flood Insurance Rate Map (FIRM) buildings, which are buildings constructed after publication of the FIRM, located in flood Zones Al—A30, AE, AH, AO, A (with Base Flood Elevation (BFE)), VE, Vl—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO, and A99. It may also be used to provide elevation information for Pre -FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community, the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information. The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA. The Elevation Certificate may be used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. Lowest Adjacent Grade (LAG) elevations certified by a land surveyor, engineer, or architect, as authorized by state law, will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request. A LOMA, CLOMA, LOMR-F, or CLOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 application package, whichever is appropriate. If the certificate will only be completed to support a LOMA, CLOMA, LOMR-F, or CLOMR-F request, there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFIP, non-residential buildings can be floodproofed up to or above the BFE. A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates, as a completed Elevation Certificate does not expire, unless there is a physical change to the building that invalidates information in Section A Items A8 or A9, Section C, Section E, or Section H. In addition, this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate. FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 1 of 8 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION P Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent! CITY OF SANTA ANA Plann4.1N"IApency ExoCM06/30/026 Approved FOR PERMIT ISSUANCE iES 1-11 ipany, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR II*��fI E COMPANY USE Al. Building Owner's Name: MINH TRAN Polic 1�7umSer: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 514 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: APN: 100-573-34 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 33.749353 Long.-117.925833 Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). A7. Building Diagram Number: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A8.c: sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): sq. ft. 0 Sum of A8.d and A8.e rated area (if applicable - see Instructions): sq. ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: Engineered flood openings: d) Total net open area of non -engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): sq. ft. f) Sum of A9.d and A9.e rated area (if applicable - see Instructions): sq. ft. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: SANTA ANA B1.b. NFIP Community Identification Number: 060232 B2. County Name: ORANGE B3. State: CA B4. Map/Panel No.: 06059CO143 B5. Suffix: J B6. FIRM Index Date: 09/15/1989 B7. FIRM Panel Effective/Revised Date: 12/03/2009 B8. Flood Zone(s): A B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): 74.60 FT B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ❑ FIRM ❑ Community Determined M Other: LOMA case No. 15-09-0088A B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes M No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 2 of 8 5/21/2025 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURAI" 9A&IL&E 514 HUYLARS LN Policy NuFnQa:PERMIT ISSUAN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION E — BUILDING MEASUREMENT INFORMATION (SURVEY NOT R Ed16j: FOR ZONE AO, ZONE AR/AO, AND ZONE A (WITHOUT BFE) Date: For Zones AO, AR/AO, and A (without BFE), complete Items El—E5. For Items El—E4, use natural grade, if available- If the Cart intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements (C.2.a in applicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, crawlspace, or enclosure) is: 0.75 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is: 1.53 M feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (C2.b in applicable Building Diagram) of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ® above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: MINH TRAN Address: 514 HUYLARS LN City: SANTA ANA State: CA ZIP Code: 92703 Telephone: (714) 420-8153 Ext.: Email: Signature: Date: Comments: 09 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 4 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURAI� 9AI6E 514 HUYLARS LN Policy NuFnQa:PERMIT ISSUAN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION G — COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFF M ttrdMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain managem nt ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below wh : G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑ Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, 1 have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments (including type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): 09 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 5 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURAl J Vq"6&E 514 HUYLARS LN Policy NuFnQa:PERMIT ISSUAN City: SANTA ANA State: CA ZIP Code: 92703 Company NAIC Number: SECTION H — BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR AL LNkOW16P, (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONL )Date: The property owner, owner's authorized representative, or local floodplain management official may comp) to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams (at the end of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG): a) For Building Diagrams 1A, 1B, 3, and 5-8. Top of bottom ❑ feet ❑ meters ❑ above the LAG floor (include above -grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 213, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor (i.e., the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? ❑ Yes ❑ No SECTION I — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: =E FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 6 of 8 ELEVATION CERTIFICATE CITY OF SANTA ANA Planning and Building Agency IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGE {5 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Approved Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR IN 514 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Com Master ID: �y t IC Number: a e: Instructions: Insert below at least two and when possible four photographs showing each side of the building for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and "Front View," 'Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: Clear Photo One Photo Two Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 7 of 8 ELEVATION CERTIFICATE CITY OF SANTA ANA Planning and Building Agency IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGE {5 1-11 BUILDING PHOTOGRAPHS Continuation Page Approved Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR IN 514 HUYLARS LN Policy Number: City: SANTA ANA State: CA ZIP Code: 92703 Com Master ID: �y t IC Number: a Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View,' 'Rear View," "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Photo Three Caption: Clear Photo Three Photo Four Photo Four Caption: Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 8 of 8 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 GENERAL INFORMATION 01 Project Name 250195 - ADU 1 02 Run Title Title 24 Analysis 03 Project Location 512 HUYLARS LN, 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)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 2 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)954.75 19 Glazing Percentage (%)12.20% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type All electric 23 No Dwelling Unit:No 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-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 29.7 37.8 25.4 Proposed Design 28.9 34.7 23.8 0.8 3.1 1.6 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 1.99 kWdc •PV System resized to 1.99 kWdc (a factor of 1.985) to achieve 'Standard Design PV' PV scaling 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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 0.18 0.87 0.71 5.12 -0.53 -4.25 Space Cooling 1 23.59 0.59 19.14 0.41 4.45 IAQ Ventilation 0.41 4.34 0.41 4.34 0 0 Water Heating 1.91 20.09 1.57 16.23 0.34 3.86 Self Utilization/Flexibility Credit 0 0 0 0 Efficiency Compliance Total 3.5 48.89 3.28 44.83 0.22 4.06 Photovoltaics -2.28 -68.85 -2.28 -68.46 Battery 0 0 Flexibility 0 Indoor Lighting 0.87 8.19 0.87 8.19 Appl. & Cooking 2.22 25.08 2.2 24.85 Plug Loads 4.76 48.45 4.76 48.45 Outdoor Lighting 0.2 1.76 0.2 1.76 TOTAL COMPLIANCE 9.27 63.52 9.03 59.62 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 15.27 14.56 0.71 4.65 Net EUI2 3.68 2.97 0.71 19.29 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 1.99 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •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) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 250195 - ADU 1 954.75 1 2 1 0 1 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 Living Conditioned HVAC1 954.75 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Front wall Living R-15 Wall 90 Front 226 68 90 Left wall Living R-15 Wall 180 Left 264 68.5 90 Rear wall Living R-15 Wall 270 Back 226 20 90 Right wall Living R-15 Wall 0 Right 264 0 90 Roof Attic Living R-30 + R-13 Roof Attic n/a n/a 954.75 n/a n/a 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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 Living Attic RoofLiving 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 W 6040 Window Front wall Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 6040 2 Window Front wall Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 6040 3 Window Left wall Left 180 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 3016 Window Left wall Left 180 1 4.5 0.3 NFRC 0.23 NFRC Bug Screen W 5040 Window Left wall Left 180 1 20 0.3 NFRC 0.23 NFRC Bug Screen W 5040 2 Window Rear wall Back 270 1 20 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D 3068 Front wall 20 0.5 D 3068 2 Left wall 20 0.5 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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 Living 954.75 127 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 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Attic RoofLiving Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-0.0 insul. R-30 + R-13 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 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 Required Not Required N/A n/a n/a 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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 - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem Rheem HPLD40-1RH Outside Living Living 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 HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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 17000 13500 EERSEER 16 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Not Required 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 & 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 IAQVentRpt 51 0.35 Exhaust No n/a / n/a No Yes 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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:250195 - ADU 1 Calculation Date/Time:2025-05-21T03:12:51-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:13:22 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: Truong Dong Dong Engineering 05/21/2025 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 05/21/2025 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 425-P010154297A-000-000-0000000-0000 05/21/2025 03:18 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. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 GENERAL INFORMATION 01 Project Name 250195 - ADU 2 02 Run Title Title 24 Analysis 03 Project Location 514 HUYLARS LN, 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)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 2 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)954.75 19 Glazing Percentage (%)12.20% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type All electric 23 No Dwelling Unit:No 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-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 29.7 37.8 25.4 Proposed Design 29.5 34.9 23.9 0.2 2.9 1.5 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 1.99 kWdc •PV System resized to 1.99 kWdc (a factor of 1.985) to achieve 'Standard Design PV' PV scaling 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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 0.18 0.87 0.93 6.79 -0.75 -5.92 Space Cooling 1 23.59 0.56 17.64 0.44 5.95 IAQ Ventilation 0.41 4.34 0.41 4.34 0 0 Water Heating 1.91 20.09 1.58 16.28 0.33 3.81 Self Utilization/Flexibility Credit 0 0 0 0 Efficiency Compliance Total 3.5 48.89 3.48 45.05 0.02 3.84 Photovoltaics -2.28 -68.85 -2.28 -68.4 Battery 0 0 Flexibility 0 Indoor Lighting 0.87 8.19 0.87 8.19 Appl. & Cooking 2.22 25.08 2.19 24.76 Plug Loads 4.76 48.45 4.76 48.45 Outdoor Lighting 0.2 1.76 0.2 1.76 TOTAL COMPLIANCE 9.27 63.52 9.22 59.81 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 15.27 14.62 0.65 4.26 Net EUI2 3.68 3.02 0.66 17.93 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 1.99 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •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) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 250195 - ADU 2 954.75 1 2 1 0 1 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 Living Conditioned HVAC1 954.75 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Front wall Living R-15 Wall 90 Front 226 68 90 Left wall Living R-15 Wall 180 Left 264 0 90 Rear wall Living R-15 Wall 270 Back 226 20 90 Right wall Living R-15 Wall 0 Right 264 68.5 90 Roof Attic Living R-30 + R-13 Roof Attic n/a n/a 954.75 n/a n/a 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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 Living Attic RoofLiving 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 W 6040 Window Front wall Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 6040 2 Window Front wall Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 5040 Window Rear wall Back 270 1 20 0.3 NFRC 0.23 NFRC Bug Screen W 6040 3 Window Right wall Right 0 1 24 0.3 NFRC 0.23 NFRC Bug Screen W 3016 Window Right wall Right 0 1 4.5 0.3 NFRC 0.23 NFRC Bug Screen W 5040 2 Window Right wall Right 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D 3068 Front wall 20 0.5 D 3068 2 Right wall 20 0.5 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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 Living 954.75 127 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 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Attic RoofLiving Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-0.0 insul. R-30 + R-13 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 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 Required Not Required N/A n/a n/a 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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 - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem Rheem HPLD40-1RH Outside Living Living 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 HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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 17000 13500 EERSEER 16 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Not Required 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 & 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 IAQVentRpt 51 0.35 Exhaust No n/a / n/a No Yes 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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:250195 - ADU 2 Calculation Date/Time:2025-05-21T03:14:56-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1 STORY ADU NO GARAGE Z8.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: 2025-05-21 03:15:26 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: Truong Dong Dong Engineering 05/21/2025 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 05/21/2025 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 425-P010154298A-000-000-0000000-0000 05/21/2025 03:20 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. 7661 Garden Grove Blvd, Garden Grove, CA 92841 Tel: (714) 617-5979 Email: info@dongengineering.com Prepared May 21, 2025 PRIORITY HYDROLOGY AND HYDRAULIC STUDY TRUONG DONG, RCE 75466, EXP: 03/31/2026 Grading Permit No. GRD2X-XXX 2 ADU'S Revised APN: 100-573-34 PROJECT PREPARED BY DONG ENGINEERING, INC. 512-514 HUYLARS LN, SANTA ANA, CA 92703 1 Section II: Pre and Post-Construction Hydrology Calculations...................4 Attachment…………………………………….…………… Hydrology Map Table of contents Section I: Project Description………………………….……………….….... 3 2 Base on the attached calculations the anticipated runoffs of the post-development are: Existing Area A Proposed Area A Q100 (cfs) 0.125 0.372 0.445 0.575 Section I: Project Description - The project site is approximately 0.125 acres which located at 512-514 Huylars Ln in the City of Santa Ana - The existing site of disturbed area is vacant land. - The proposed site includes: + 2 1-story ADU: 954.75 sf for each ADU. + Concrete driveway (400 sf), concrete walkway (599 sf), concrete landing 46 sf. + Landscape: 5,504.5 sf. + Pervious: 2,505 SF + Impervious: 2,955 SF There are 1 proposed drainage areas: - DMA-A: Storm water will be captured via onsite storm surface drainage, then discharged to the street, following its existing drainage path. Acres Q100 (cfs)Q10 (cfs) Q25 (cfs) 0.423 Acres Q10 (cfs) Q25 (cfs) 0.5510.3500.125 3 1. Showed: → Drainage area: 7 sq miles. → Discharge: 1,600 cfs. 2.Flood zone = Zone A. 3. 4. Elevation 65.00 Elevation 54.5 10.5' 5.Normal depth calculation: Q = 1.49/n x A xR2/3 x S1/2 n =0.03 S =0.0283 Assume water level at 9' high from the bottom of channel at Elev. 63.50. Calculate Q: A = (13.50 + 13.50 + 12 + 12) x 9/2 =229.5 sf. P = 16.22 + 16.22 +12 = 44.44 ft. R = A/P = 229.5/44.44 → R2/3 = 3. With S = 0.00283 → S1/2 = 0.053. Qcal = (1.49/0.03) x 229.5 x 3 x 0.053 =1,812 cfs. Qcal > Q100 = 1,600 cfs → OK. → Waterlevel for 100 year flood under elevation of 63.5 for safety. - Add 11.80 ft above flood elevation → FF = 75.30' (New Detached ADU 1 and ADU 2). Section II: Post – Construction Hydrology Calculations RATIONAL METHOD HYDROLOGY CALCULATIONS Discharge - Drainage area relationships Flood Insurance Study (FIS), Orange County. Benmark = 74.189', SA-226-70 NAVD88. 12' Table 7: discharge of East Garden Grove Wintersburg Channel at Euclid St. East Garden Grove Wintersburg channel (C0-5) at Euclid St. had 10' width & 11.5' high slope 1.5:1. 4 5 PRE DEVELOPMENT 6 POST DEVELOPMENT 7 Attachment A HYDROLOGY MAP 8 PROJECT SITE. ROOSEVELT AVE SILVER DR SI L V E R D R W 5TH ST W 5TH ST W 6 T H S T HU Y L A R S L N W 4TH ST MU N S O N R D N M O U N T A I N V I E W S T W 3TH ST W 3TH ST W 4TH ST SU M M E R L N RO S H A N S T BO L S A C H I C A S T EL A I N E D R LA V E R G N W Y N D E N N I S S T W 7TH ST LAKE FOREST LAKE KNL HU Y L A R S L N LA K E PL E A S A N T N L E M O N W O O D L N W 2ND ST N N E W H O P E S T PROJECT SITE. ROOSEVELT AVE SILVER DR SI L V E R D R W 5TH ST W 5TH ST W 6 T H S T HU Y L A R S L N W 4TH ST MU N S O N R D N M O U N T A I N V I E W S T W 3TH ST W 3TH ST W 4TH ST SU M M E R L N RO S H A N S T BO L S A C H I C A S T EL A I N E D R LA V E R G N W Y N D E N N I S S T W 7TH ST LAKE FOREST LAKE KNL HU Y L A R S L N LA K E PL E A S A N T N L E M O N W O O D L N W 2ND ST N N E W H O P E S T Dong Engineering, Inc. 7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841 Office: (714) 617-5979 Email: info@dongengineering.com DATE:5/21/2025 CLIENT: JOB NO.:250195 Project: 2 ADU'S STRUCTURAL CALCULATIONS FOR THE BUILDING AT: 512-514 HUYLARS LN, SANTA ANA, CA 92703 1 of 26 Dong Engineering Inc. 2 ADU'S Job#:250195 518 HUYLARS LN, SANTA ANA, CA 92703 Date: ROOF:SHINGLE Slope 4:12 Live Load 20 psf Roof'g Material 6.0 psf Sheathing 2.0 psf Trusses / Rafters 2.0 psf Ceiling Joists 2.0 psf Drywall 2.0 psf Sprinkler 0.5 psf Miscellaneous 0.5 psf Total D.L.18 psf Total Load 38 psf EXTERIOR WALL:INTERIOR WALL: EXTERIOR:9 DRYWALL:3 DRYWALL:3.0 DRYWALL:3.0 STUDS:2.0 STUDS:2.0 MISC.:1.0 MISC.:2.0 DL=15.0 PSF DL=10.0 PSF REVISIONS: 1 Sheets:Date: Init:Remark: 2 Sheets:Date: Init:Remark: 3 Sheets:Date: Init:Remark: 4 Sheets:Date: Init:Remark: 5 Sheets:Date: Init:Remark: 6 Sheets:Date: Init:Remark: LOADING CONDITIONS 5/20/2025 2 of 26 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 A. General: Number of stories 1 Building risk category II Design Code CBC 2022 Load standard ASCE 7-16 ASCE 7-16 Design Load Combination ASD B. Lateral Loads Data: WIND STANDARD ASCE 7-16(Directional Procedure) Wind Exposure C Wind Speed 110 Enclosure Enclosed Building Velocity pressure qz = 0.00256KzKztKdKeV2 (26.10-1) Velocity pressure exposure coefficient Kz (Table 26.10-1) Directionality Factor Kd (Table 26.6-1) Topographic factor defined Kzt (26.8.2) Gust Effect Factor G (26.11.1) Pressures for MWFRS p = qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp (Fig. 27.3-1) Internal pressure coefficient Gcpi (Table 26.13-1) SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure) Seismic Design Category (Table 11.6-1) Importance factor I (Table 1.5-2) Soil Site Class D-Default (Table 20-3-1) Response modification coefficient R = 6.5 (Table 12.2-1) System overstrength coefficient Ω = 2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)13 Building period T=Ta (sec) = 0.25 (Formula 12.8-7) Base Shear Adjustment Factor = 1 Seismic response coefficient Cs = 0.16 (Formula 12.8-2) BUILDING INFORMATION 3 of 26 Announcement ASCE 7-22 is now available. 518 Huylars Ln, Santa Ana, CA 92703, USA Latitude, Longitude: 33.7495792, -117.92584 Date 5/20/2025, 7:19:44 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.325 MCER ground motion. (for 0.2 second period) S1 0.472 MCER ground motion. (for 1.0s period) SMS 1.59 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.06 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.565 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.678 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.325 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.436 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.887 Factored deterministic acceleration value. (0.2 second) S1RT 0.472 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.512 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.651 Factored deterministic acceleration value. (1.0 second) PGAd 0.775 Factored deterministic acceleration value. (Peak Ground Acceleration) PGAUH 0.565 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration CRS 0.922 Mapped value of the risk coefficient at short periods CR1 0.921 Mapped value of the risk coefficient at a period of 1 s CV 1.365 Vertical coefficient 4 of 26 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. 5 of 26 LI V I N G FA M I L Y RO O M DI N I N G KI T C H E N BE D R M . 2 HA L L BE D R M . 1 LI V I N G FA M I L Y RO O M DI N I N G KI T C H E N BE D R M . 2 HA L L BE D R M . 1 RO O F S H E A R W A L L L A Y O U T 1Y 1X 1 2 A B 6 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1X Number of Story: 1 Section width: 33(ft)Section length: 56.5(ft) Base height: 1.5(ft)Slope roof height: 15(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 35(ft), L = 56.5(ft), H = 13(ft)-->L/B = 1.61, H/L = 0.23 Wall coefficient: Cpw = 0.8, Cpl = -0.38, Roof coefficient: Cpw = (0.13;-0.37), Cpl = -0.57 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.06, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.06*1*W/6.5 = 0.1142*W Total Seismic Load = 143.49 = 143.49 PLF Redistrib: 1257*8 = 10056 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 215.6 x 33 / (2 x 56.5) = 62.96 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 215.6 x 33^2 / (8 x 56.5) = 519.44 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (16.5, 0.87, 22.8, 22.67); (15, 0.85, 22.35, 22.36) ROOF Roof = 18*56.5 = 1017 PLF Wall = 15*2*4 + 10*3*4 = 240 PLF Shear = 0.1142(1017+240) = 0.1142*1257 = 143.55 PLF Plate height: ROOF = 8(ft) SHEAR ROOF = 143.49*1257*8/10056 = 143.49 PLF SHEAR ROOF = 0.6*W = 110.74(plf) ROOF 143.49 PLF SEISMIC GOVERN 7 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1Y Number of Story: 1 Section width: 56.5(ft)Section length: 33(ft) Base height: 1.5(ft)Slope roof height: 15(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 56.5(ft), L = 35(ft), H = 13(ft)-->L/B = 0.62, H/L = 0.37 Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.01;-0.45), Cpl = -0.57 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.06, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.06*1*W/6.5 = 0.1142*W Total Seismic Load = 90.64 = 90.64 PLF Redistrib: 794*8 = 6352 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 129.49 x 56.5 / (2 x 33) = 110.85 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 129.49 x 56.5^2 / (8 x 33) = 1565.77 LBS Splice w/ min. (9) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (16.5, 0.87, 22.8, 25.01); (15, 0.85, 22.35, 24.7) ROOF Roof = 18*33 = 594 PLF Wall = 15*2*4 + 10*2*4 = 200 PLF Shear = 0.1142(594+200) = 0.1142*794 = 90.67 PLF Plate height: ROOF = 8(ft) SHEAR ROOF = 90.64*794*8/6352 = 90.64 PLF SHEAR ROOF = 0.6*W = 106.39(plf) ROOF 106.39 PLF WIND GOVERN 8 of 26 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 W a l l Se c . St o . W i n d Se i s m i c Sp a n Of f s e t W i n d Se i s m i c (# ) (# ) (# ) v_ ( p l f ) v_ ( p l f ) (f t ) (f t ) V_ ( l b ) V_ ( l b ) 1 Ty p e B : W i n d = 3 0 0 6 ( l b ) , S e i s m i c = 2 5 6 1 ( l b ) 1 1Y 1 10 6 . 4 90 . 6 56 . 5 30 0 6 25 6 1 l- - - - - - - - - - - - - - - 5 6 . 5 ( f t ) - - - - - - - - - - - - - - - l 2 Ty p e B : W i n d = 3 0 0 6 ( l b ) , S e i s m i c = 2 5 6 1 ( l b ) 2 1Y 1 10 6 . 4 90 . 6 56 . 5 30 0 6 25 6 1 l- - - - - - - - - - - - - - - 5 6 . 5 ( f t ) - - - - - - - - - - - - - - - l A Ty p e A : W i n d = 1 8 2 8 ( l b ) , S e i s m i c = 2 3 6 8 ( l b ) A 1X 1 11 0 . 7 14 3 . 5 33 18 2 7 23 6 8 l- - - - - - - - - - - - - - - 3 3 . 0 ( f t ) - - - - - - - - - - - - - - - l B Ty p e B : W i n d = 1 8 2 8 ( l b ) , S e i s m i c = 2 3 6 8 ( l b ) B 1X 1 11 0 . 7 14 3 . 5 33 18 2 7 23 6 8 l- - - - - - - - - - - - - - - 3 3 . 0 ( f t ) - - - - - - - - - - - - - - - l #N / A #N / A #N / A #N / A #N / A #N / A De s c r i p t i o n V_ ( l b ) = v _ ( p l f ) * S p a n * S p a n / 2 / ( S p a n + O f f s e t ) LA T E R A L p F a c t o r : X D i r e c t i o n : p = 1 ; Y D i r e c t i o n : p = 1 9 of 26 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 4 " | 4 * d * 1 . 4 = 1 . 3 7 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 3. 5 0 4. 7 5 1. 5 0 3. 2 5 2. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P2 6. 2 5 3. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E 1 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 3 0 0 6 l b s | S e i s m i c : 2 5 6 1 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 8 . 7 5 f t | S h e a r D i a p h r a g m = 1 0 7 p l f | D e s i g n S h e a r W a l l = 3 4 4 p l f ( W i n d ) / 2 9 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 1 . 3 / 1 . 3 ) = 2 . 8 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 1 / 2 . 1 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 9 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 5. 7 5 P1 12 4 5 -49 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 10 of 26 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 4 " | 4 * d * 1 . 4 = 1 . 3 7 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 3. 7 5 4. 7 5 1. 5 0 2. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P2 3. 2 5 6. 2 5 3. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 3 0 0 6 l b s | S e i s m i c : 2 5 6 1 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 8 . 7 5 f t | S h e a r D i a p h r a g m = 1 0 7 p l f | D e s i g n S h e a r W a l l = 3 4 4 p l f ( W i n d ) / 2 9 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 1 . 3 / 1 . 3 ) = 2 . 8 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 1 / 2 . 1 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 9 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 5. 5 0 P1 12 4 5 -49 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 11 of 26 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 6 " | 4 * d * 1 . 4 = 0 . 3 1 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 8. 2 5 8. 0 0 3. 7 5 5. 7 5 3. 7 5 8. 0 0 8. 2 5 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 0. 9 0. 9 Co m . ( k i p s ) 1. 3 1. 3 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 0. 9 0. 9 Co m . ( k i p s ) 1. 3 1. 3 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P1 P2 5. 2 5 5. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E A ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 1 8 2 8 l b s | S e i s m i c : 2 3 6 8 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 5 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 6 f t | S h e a r D i a p h r a g m = 6 3 p l f | D e s i g n S h e a r W a l l = 1 1 4 p l f ( W i n d ) / 1 4 8 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 8 / 1 . 8 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 6 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 5 / 2 . 5 ) + P 2 ( 2 . 5 / 2 . 5 ) = 5 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 75 1 -75 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 12 of 26 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 1 5 " | 4 * d * 1 . 4 = 0 . 8 6 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 5. 0 0 2. 7 5 3. 2 5 0. 5 0 10 . 7 5 0. 5 0 11 . 0 0 0. 5 0 3. 2 5 2. 7 5 5. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 1. 9 1. 9 Co m . ( k i p s ) 2. 1 2. 1 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 1. 9 1. 9 Co m . ( k i p s ) 2. 1 2. 1 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y 6. 2 5 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E B ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 1 8 2 8 l b s | S e i s m i c : 2 3 6 8 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 5 7 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 0 f t | S h e a r D i a p h r a g m = 6 2 p l f | D e s i g n S h e a r W a l l = 1 8 3 p l f ( W i n d ) / 2 3 7 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 6 / 1 . 6 ) + P 2 ( 1 . 6 / 1 . 6 ) = 3 . 2 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 2 / 2 . 2 ) + P 2 ( 2 . 2 / 2 . 2 ) = 4 . 4 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) P1 6. 2 5 14 7 1 -14 7 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 13 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 Shear Wall (X-X Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) A 1 1X 33 111 143 8 16 148 A B 1 1X 33 111 143 8 10 237 B SUMMARY SHEAR WALL V2 = Seismic*Span/2 + Added Vseismic Line shear V = Maximum(V1;V2) V1 = Wind*Span/2 + Added Vwind v(plf) = V/L Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around Openings (FTAO) (Sec. 4.3.2.2 ). For mix-type, chosen concept is determined by more critical design result. 14 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 Shear Wall (Y-Y Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) 1 1 1Y 56.5 106 91 8 8.75 344 B 2 1 1Y 56.5 106 91 8 8.75 344 B Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around Openings (FTAO) (Sec. 4.3.2.2 ). For mix-type, chosen concept is determined by more critical design result. v(plf) = V/L Line shear V = Maximum(V1;V2) SUMMARY SHEAR WALL V1 = Wind*Span/2 + Added Vwind V2 = Seismic*Span/2 + Added Vseismic 15 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 1 - HIP @ BEDRM.1 Loads(Downward+) Beam Weight 6.2 plf from 0 ft to 11.25 ft Roof Rafter: (14+20)(1.8~0) = (DL=24.5~0PLF; LLr=35~0PLF) form 0 to 4.5 Roof Rafter: (14+20)(6.8~4.2) = (DL=94.5~59.5PLF; LLr=135~85PLF) form 4.5 to 11.25 Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1101/1100 0 2 1179/1179 0 USE 4 x 8 Critcal Shear = -1178 LB @11.25' 1.5xV/(F'v x A)= 0.31 F'v = 225, A = 25.38 Critcal Moment = 3301 LB-FT @5.75' M/(F'b x S)= 0.88 F'b = 1462, S = 30.66 Critical Deflection for TL = -0.44 INCH @ 5.75 L/240 = 0.562" Critical Deflection for LL = -0.251 INCH @ 5.75 L/360 = 0.375" 1 2 Moment Shear Deflection 11.25' BEAM : 1A - HIP @ BEDRM.1 Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 11.5 ft Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1140/1139 0 2 586/586 0 USE 2-2 x 8 Critcal Shear = 1139 LB @0' 1.5xV/(F'v x A)= 0.33 F'v = 225, A = 22.5 Critcal Moment = 2539 LB-FT @5' M/(F'b x S)= 0.74 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.352 INCH @ 5.5 L/240 = 0.575" Critical Deflection for LL = -0.2 INCH @ 5.5 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' 16 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 1B - HIP @ LIVING Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 11.5 ft Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Roof Rafter: (14+20)(2.5~0) = (DL=35~0PLF; LLr=50~0PLF) form 0 to 7 Roof Rafter: (14+20)(5.8~4.2) = (DL=80.5~59.5PLF; LLr=115~85PLF) form 7 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 980/980 0 2 977/977 0 USE 2-2 x 8 Critcal Shear = -985 LB @11.25' 1.5xV/(F'v x A)= 0.29 F'v = 225, A = 22.5 Critcal Moment = 2388 LB-FT @5.5' M/(F'b x S)= 0.69 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.37 INCH @ 6 L/240 = 0.575" Critical Deflection for LL = -0.21 INCH @ 6 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' BEAM : 2 - CLG @ BEDRM.1 Loads(Downward+) Beam Weight 20.3 plf from 0 ft to 17.25 ft Roof Rafter: (14+20)(8.2~7.8) = (DL=115.5~108.5PLF; LLr=165~155PLF) form 16.5 to 17.25 Roof Rafter: (14+20)(4.2~8.2) = (DL=59.5~115.5PLF; LLr=85~165PLF) form 8 to 16.25 Ceiling Joist DL: (4)(1.3) = (DL=5.3PLF) form 0 to 17.25 Point load @ 8 : Load from beam 1 at Support 2(P1) Point load @ 8 : Load from beam 1A at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1945/1945 0 2 2773/2773 0 USE 7" x 9 1/4" PSL Critcal Shear = -2890 LB @16.89' 1.5xV/(F'v x A)= 0.18 F'v = 362, A = 64.75 Critcal Moment = 14741 LB-FT @8' M/(F'b x S)= 0.49 F'b = 3625, S = 99.82 Critical Deflection for TL = -0.753 INCH @ 8.62 L/240 = 0.862" Critical Deflection for LL = -0.403 INCH @ 8.62 L/360 = 0.575" 1 2 P1P2 Moment Shear Deflection 17.25' 17 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 2A - CLG @ LIVING Loads(Downward+) Beam Weight 12.7 plf from 0 ft to 15.25 ft Roof Rafter: (14+20)(7.8~4.2) = (DL=108.5~59.5PLF; LLr=155~85PLF) form 0 to 6.75 Ceiling Joist DL: (4)(1.3) = (DL=5.3PLF) form 0 to 15.25 Point load @ 6.75 : Load from beam 1A at Support 1(P1) Point load @ 6.75 : Load from beam 1B at Support 2(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2419/2419 0 2 1350/1350 0 USE 6 x 10 Critcal Shear = 2419 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 212, A = 52.25 Critcal Moment = 10317 LB-FT @6.75' M/(F'b x S)= 0.88 F'b = 1688, S = 82.73 Critical Deflection for TL = -0.614 INCH @ 7.33 L/240 = 0.762" Critical Deflection for LL = -0.333 INCH @ 7.33 L/360 = 0.508" 1 2 P1P2 Moment Shear Deflection 15.25' BEAM : 3 - HDR @ LIVING Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 6.25 ft Roof Rafter: (14+20)(7~4) = (DL=98~56PLF; LLr=140~80PLF) form 0 to 6.25 Ceiling Joist DL: (4)(7.5) = (DL=30PLF) form 0 to 6.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 6.25 Point load @ 2.5 : Load from beam 2A at Support 2(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1659/1660 0 2 1283/1283 0 USE 4 x 10 Critcal Shear = 1659 LB @0' 1.5xV/(F'v x A)= 0.34 F'v = 225, A = 32.38 Critcal Moment = 3235 LB-FT @2.5' M/(F'b x S)= 0.57 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.055 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.026 INCH @ 3 L/360 = 0.208" 1 2 P1 Moment Shear Deflection 6.25' 18 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 4 - CLG @ HALL Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 17.5 ft Point load @ 16.25 : Load from beam 1 at Support 1(P1) Point load @ 16.25 : Load from beam 1B at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 149/149 0 2 1932/1932 0 USE 2-2 x 8 Critcal Shear = -1932 LB @16.25' 1.5xV/(F'v x A)= 0.57 F'v = 225, A = 22.5 Critcal Moment = 2415 LB-FT @16.25' M/(F'b x S)= 0.7 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.512 INCH @ 10.05 L/240 = 0.875" Critical Deflection for LL = -0.291 INCH @ 10.05 L/360 = 0.583" 1 2 P1P2 Moment Shear Deflection 17.5' BEAM : 5 - CLG @ LIVING Loads(Downward+) Beam Weight 6.2 plf from 0 ft to 4.25 ft Roof Primary: (18+20)(16.5) = (DL=297PLF; LLr=330PLF) form 0 to 4.25 Point load @ 0.5 : Load from beam 4 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1477/1477 0 2 1363/1363 0 USE 4 x 8 Critcal Shear = 1477 LB @0' 1.5xV/(F'v x A)= 0.39 F'v = 225, A = 25.38 Critcal Moment = 1464 LB-FT @2' M/(F'b x S)= 0.39 F'b = 1462, S = 30.66 Critical Deflection for TL = -0.027 INCH @ 2 L/240 = 0.212" Critical Deflection for LL = -0.014 INCH @ 2 L/360 = 0.142" 1 2 P1 Moment Shear Deflection 4.25' 19 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 6 - CLG @ DINING Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 10.75 ft Roof Rafter: (14+20)(6.8) = (DL=94.5PLF; LLr=135PLF) form 0 to 10.75 Ceiling Joist DL: (4)(8.8) = (DL=35PLF) form 0 to 10.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1455/1454 0 2 1455/1454 0 USE 4 x 10 Critcal Shear = 1454 LB @0' 1.5xV/(F'v x A)= 0.3 F'v = 225, A = 32.38 Critcal Moment = 3906 LB-FT @5.25' M/(F'b x S)= 0.69 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.22 INCH @ 5.25 L/240 = 0.538" Critical Deflection for LL = -0.108 INCH @ 5.25 L/360 = 0.358" 1 2 Moment Shear Deflection 10.75' BEAM : 7 - HDR @ LIVING Loads(Downward+) Beam Weight 4.7 plf from 0 ft to 6.25 ft Roof Rafter: (14+20)(6.5~3.5) = (DL=91~49PLF; LLr=130~70PLF) form 0 to 6.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 6.25 Ceiling Joist DL: (4)(0.7) = (DL=2.7PLF) form 0 to 6.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 701/701 0 2 595/595 0 USE 4 x 6 Critcal Shear = 701 LB @0' 1.5xV/(F'v x A)= 0.24 F'v = 225, A = 19.25 Critcal Moment = 1014 LB-FT @3' M/(F'b x S)= 0.47 F'b = 1462, S = 17.65 Critical Deflection for TL = -0.092 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.044 INCH @ 3 L/360 = 0.208" 1 2 Moment Shear Deflection 6.25' 20 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : 8 - HDR @ BEDRM.2 Loads(Downward+) Beam Weight 4.7 plf from 0 ft to 5.25 ft Roof Rafter: (14+20)(8.2) = (DL=115.5PLF; LLr=165PLF) form 0 to 5.25 Ceiling Joist DL: (4)(8.8) = (DL=35PLF) form 0 to 5.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 5.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 919/919 0 2 919/919 0 USE 4 x 6 Critcal Shear = 919 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 225, A = 19.25 Critcal Moment = 1203 LB-FT @2.5' M/(F'b x S)= 0.56 F'b = 1462, S = 17.65 Critical Deflection for TL = -0.077 INCH @ 2.5 L/240 = 0.262" Critical Deflection for LL = -0.036 INCH @ 2.5 L/360 = 0.175" 1 2 Moment Shear Deflection 5.25' BEAM : C1 - C.J. 2X8 DFL#2 @ 16" O.C. (MAX L=20'-3") Loads(Downward+) Ceiling Joist: (4+10)(1.3) = (DL=5.3PLF; LLr=13.4PLF) form 0 to 20.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 189/189 0 2 189/189 0 USE 2 x 8 Critcal Shear = 189 LB @0' 1.5xV/(F'v x A)= 0.11 F'v = 225, A = 10.88 Critcal Moment = 958 LB-FT @10.12' M/(F'b x S)= 0.56 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.928 INCH @ 10.12 L/240 = 1.012" Critical Deflection for LL = -0.663 INCH @ 10.12 L/360 = 0.675" 1 2 Moment Shear Deflection 20.25' 21 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 05/21/2025 Plan : 1 BEAM : R1 - R.R. 2X8 DFL#2 @ 16" O.C. (W/ PURLIN) Loads(Downward+) Roof Rafter: (14+20)(1.3) = (DL=18.7PLF; LLr=26.7PLF) form 0 to 16.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 471/472 0 2 289/289 0 USE 2 x 8 Critcal Shear = 324 LB @3.25' 1.5xV/(F'v x A)= 0.2 F'v = 225, A = 10.88 Critcal Moment = 917 LB-FT @10.5' M/(F'b x S)= 0.54 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.382 INCH @ 10.25 L/240 = 0.675" Critical Deflection for LL = -0.224 INCH @ 10.25 L/360 = 0.45" 1 2 Moment Shear Deflection 3.25'13.5' 22 of 26 Dong Engineering Job No: 250195 Plan: 1 Date: 5/21/2025 1. Shear Design Equations (Section 3.4.2 ‐ 2018 NDS) d= 9.250 in. 2. Beam information Wood Type: Notch Pitch:4:12 Size: Wall Thickness: 3 1/2" Beam Depth ‐ d: 9.25 in. Shear design value:362.5 Beam Width ‐ b: 7.00 in. Reaction ‐ V:1945 Beam #:2 3. Analysis d' = 4.65 in. > d/3 = 3.083 in.OK L' = 13.81 in. < 3d = 27.75 in.OK fv = 71.7 psi <Fv' =362.5 psi OK de min =1.15 <de = 5.81 in.OK 4. Result THE NOTCH BEAM WITH THIS SIZE IS OK. DONG ENGINEERING NOTCH BEAM DESIGN (SECTION 3.4.2 ‐ 2018 NDS) L'= 13.81 in. COND.2: COND.3: de = 5.8 in. Parallam PSL 2.0E 7" x 9 1/4" PSL COND.1: d'= 4.6 in. (d/3 min.) COND.4: 𝑓3𝑉 2𝑏𝑑 3d max. 23 of 26 Dong Engineering Job No: 250195 Plan: 1 Date: 5/21/2025 1. Shear Design Equations (Section 3.4.2 ‐ 2018 NDS) d= 9.500 in. 2. Beam information Wood Type: Notch Pitch:4:12 Size: Wall Thickness: 3 1/2" Beam Depth ‐ d: 9.50 in. Shear design value:212.5 Beam Width ‐ b: 5.50 in. Reaction ‐ V:1350 Beam #:2A 3. Analysis d' = 4.65 in. > d/3 = 3.167 in.OK L' = 14.56 in. < 3d = 28.50 in.OK fv = 63.3 psi <Fv' =212.5 psi OK de min =1.73 <de = 5.81 in.OK 4. Result THE NOTCH BEAM WITH THIS SIZE IS OK. DONG ENGINEERING NOTCH BEAM DESIGN (SECTION 3.4.2 ‐ 2018 NDS) L'= 14.56 in. COND.2: COND.3: de = 5.8 in. Solid Material 6 x 10 COND.1: d'= 4.6 in. (d/3 min.) COND.4: 𝑓3𝑉 2𝑏𝑑 3d max. 24 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 1500 psf Trib Trib Wall Height DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft) 18 20 16.5 15 8 Roof:(DL+LL)(Trib) =627 plf Floor:(DL+LL)(Trib) =0 plf Wall:DL (Height)=120 plf 747 plf 747 /(12"/12)=747 psf< 1500 psf P(allowable) P(allowable) = 4,500 # 18 in FOUNDATION - 1-STORY Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. 45𝑜 25 of 26 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 BEAM NO. BM#2+BM#2A Support 2 P =5,192 # Use 2' - 0"Square x 18" Deep Concrete Pad With 3-#4 Each way PAD SCHEDULE 26 of 26 Dong Engineering, Inc. 7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841 Office: (714) 617-5979 Email: info@dongengineering.com DATE:5/21/2025 CLIENT: JOB NO.:250195 Project: 2 ADU'S STRUCTURAL CALCULATIONS FOR THE BUILDING AT: 512-514 HUYLARS LN, SANTA ANA, CA 92703 1 of 24 Dong Engineering Inc. 2 ADU'S Job#:250195 518 HUYLARS LN, SANTA ANA, CA 92703 Date: ROOF:SHINGLE Slope 4:12 Live Load 20 psf Roof'g Material 6.0 psf Sheathing 2.0 psf Trusses / Rafters 2.0 psf Ceiling Joists 2.0 psf Drywall 2.0 psf Sprinkler 0.5 psf Miscellaneous 0.5 psf Total D.L.18 psf Total Load 38 psf EXTERIOR WALL:INTERIOR WALL: EXTERIOR:9 DRYWALL:3 DRYWALL:3.0 DRYWALL:3.0 STUDS:2.0 STUDS:2.0 MISC.:1.0 MISC.:2.0 DL=15.0 PSF DL=10.0 PSF REVISIONS: 1 Sheets:Date: Init:Remark: 2 Sheets:Date: Init:Remark: 3 Sheets:Date: Init:Remark: 4 Sheets:Date: Init:Remark: 5 Sheets:Date: Init:Remark: 6 Sheets:Date: Init:Remark: LOADING CONDITIONS 5/20/2025 2 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 A. General: Number of stories 1 Building risk category II Design Code CBC 2022 Load standard ASCE 7-16 ASCE 7-16 Design Load Combination ASD B. Lateral Loads Data: WIND STANDARD ASCE 7-16(Directional Procedure) Wind Exposure C Wind Speed 110 Enclosure Enclosed Building Velocity pressure qz = 0.00256KzKztKdKeV2 (26.10-1) Velocity pressure exposure coefficient Kz (Table 26.10-1) Directionality Factor Kd (Table 26.6-1) Topographic factor defined Kzt (26.8.2) Gust Effect Factor G (26.11.1) Pressures for MWFRS p = qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp (Fig. 27.3-1) Internal pressure coefficient Gcpi (Table 26.13-1) SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure) Seismic Design Category (Table 11.6-1) Importance factor I (Table 1.5-2) Soil Site Class D-Default (Table 20-3-1) Response modification coefficient R = 6.5 (Table 12.2-1) System overstrength coefficient Ω = 2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)13 Building period T=Ta (sec) = 0.25 (Formula 12.8-7) Base Shear Adjustment Factor = 1 Seismic response coefficient Cs = 0.16 (Formula 12.8-2) BUILDING INFORMATION 3 of 24 LI V I N G FA M I L Y RO O M DI N I N G KI T C H E N BE D R M . 2 HA L L BE D R M . 1 LI V I N G FA M I L Y RO O M DI N I N G KI T C H E N BE D R M . 2 HA L L BE D R M . 1 RO O F S H E A R W A L L L A Y O U T 1Y 1X 1 2 A B 4 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1X Number of Story: 1 Section width: 33(ft)Section length: 56.5(ft) Base height: 1.5(ft)Slope roof height: 15(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 35(ft), L = 56.5(ft), H = 13(ft)-->L/B = 1.61, H/L = 0.23 Wall coefficient: Cpw = 0.8, Cpl = -0.38, Roof coefficient: Cpw = (0.13;-0.37), Cpl = -0.57 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.06, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.06*1*W/6.5 = 0.1142*W Total Seismic Load = 143.49 = 143.49 PLF Redistrib: 1257*8 = 10056 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 215.6 x 33 / (2 x 56.5) = 62.96 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 215.6 x 33^2 / (8 x 56.5) = 519.44 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (16.5, 0.87, 22.8, 22.67); (15, 0.85, 22.35, 22.36) ROOF Roof = 18*56.5 = 1017 PLF Wall = 15*2*4 + 10*3*4 = 240 PLF Shear = 0.1142(1017+240) = 0.1142*1257 = 143.55 PLF Plate height: ROOF = 8(ft) SHEAR ROOF = 143.49*1257*8/10056 = 143.49 PLF SHEAR ROOF = 0.6*W = 110.74(plf) ROOF 143.49 PLF SEISMIC GOVERN 5 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1Y Number of Story: 1 Section width: 56.5(ft)Section length: 33(ft) Base height: 1.5(ft)Slope roof height: 15(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 56.5(ft), L = 35(ft), H = 13(ft)-->L/B = 0.62, H/L = 0.37 Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.01;-0.45), Cpl = -0.57 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.06, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.06*1*W/6.5 = 0.1142*W Total Seismic Load = 90.64 = 90.64 PLF Redistrib: 794*8 = 6352 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 129.49 x 56.5 / (2 x 33) = 110.85 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 129.49 x 56.5^2 / (8 x 33) = 1565.77 LBS Splice w/ min. (9) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (16.5, 0.87, 22.8, 25.01); (15, 0.85, 22.35, 24.7) ROOF Roof = 18*33 = 594 PLF Wall = 15*2*4 + 10*2*4 = 200 PLF Shear = 0.1142(594+200) = 0.1142*794 = 90.67 PLF Plate height: ROOF = 8(ft) SHEAR ROOF = 90.64*794*8/6352 = 90.64 PLF SHEAR ROOF = 0.6*W = 106.39(plf) ROOF 106.39 PLF WIND GOVERN 6 of 24 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 W a l l Se c . St o . W i n d Se i s m i c Sp a n Of f s e t W i n d Se i s m i c (# ) (# ) (# ) v_ ( p l f ) v_ ( p l f ) (f t ) (f t ) V_ ( l b ) V_ ( l b ) 1 Ty p e B : W i n d = 3 0 0 6 ( l b ) , S e i s m i c = 2 5 6 1 ( l b ) 1 1Y 1 10 6 . 4 90 . 6 56 . 5 30 0 6 25 6 1 l- - - - - - - - - - - - - - - 5 6 . 5 ( f t ) - - - - - - - - - - - - - - - l 2 Ty p e B : W i n d = 3 0 0 6 ( l b ) , S e i s m i c = 2 5 6 1 ( l b ) 2 1Y 1 10 6 . 4 90 . 6 56 . 5 30 0 6 25 6 1 l- - - - - - - - - - - - - - - 5 6 . 5 ( f t ) - - - - - - - - - - - - - - - l A Ty p e A : W i n d = 1 8 2 8 ( l b ) , S e i s m i c = 2 3 6 8 ( l b ) A 1X 1 11 0 . 7 14 3 . 5 33 18 2 7 23 6 8 l- - - - - - - - - - - - - - - 3 3 . 0 ( f t ) - - - - - - - - - - - - - - - l B Ty p e B : W i n d = 1 8 2 8 ( l b ) , S e i s m i c = 2 3 6 8 ( l b ) B 1X 1 11 0 . 7 14 3 . 5 33 18 2 7 23 6 8 l- - - - - - - - - - - - - - - 3 3 . 0 ( f t ) - - - - - - - - - - - - - - - l #N / A #N / A #N / A #N / A #N / A #N / A De s c r i p t i o n V_ ( l b ) = v _ ( p l f ) * S p a n * S p a n / 2 / ( S p a n + O f f s e t ) LA T E R A L p F a c t o r : X D i r e c t i o n : p = 1 ; Y D i r e c t i o n : p = 1 7 of 24 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 4 " | 4 * d * 1 . 4 = 1 . 3 7 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 3. 5 0 4. 7 5 1. 5 0 3. 2 5 2. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P2 6. 2 5 3. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E 1 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 3 0 0 6 l b s | S e i s m i c : 2 5 6 1 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 8 . 7 5 f t | S h e a r D i a p h r a g m = 1 0 7 p l f | D e s i g n S h e a r W a l l = 3 4 4 p l f ( W i n d ) / 2 9 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 1 . 3 / 1 . 3 ) = 2 . 8 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 1 / 2 . 1 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 9 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 5. 7 5 P1 12 4 5 -49 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 8 of 24 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 4 " | 4 * d * 1 . 4 = 1 . 3 7 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 3. 7 5 4. 7 5 1. 5 0 2. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 7 2. 9 Co m . ( k i p s ) 2. 6 2. 6 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P2 3. 2 5 6. 2 5 3. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 3 0 0 6 l b s | S e i s m i c : 2 5 6 1 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 8 . 7 5 f t | S h e a r D i a p h r a g m = 1 0 7 p l f | D e s i g n S h e a r W a l l = 3 4 4 p l f ( W i n d ) / 2 9 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 1 . 3 / 1 . 3 ) = 2 . 8 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 1 / 2 . 1 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 9 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 5. 5 0 P1 12 4 5 -49 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 9 of 24 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 6 " | 4 * d * 1 . 4 = 0 . 3 1 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 8. 2 5 8. 0 0 3. 7 5 5. 7 5 3. 7 5 8. 0 0 8. 2 5 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 0. 9 0. 9 Co m . ( k i p s ) 1. 3 1. 3 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 0. 9 0. 9 Co m . ( k i p s ) 1. 3 1. 3 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y P1 P2 5. 2 5 5. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E A ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 1 8 2 8 l b s | S e i s m i c : 2 3 6 8 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 5 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 6 f t | S h e a r D i a p h r a g m = 6 3 p l f | D e s i g n S h e a r W a l l = 1 1 4 p l f ( W i n d ) / 1 4 8 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 8 / 1 . 8 ) + P 2 ( 1 . 8 / 1 . 8 ) = 3 . 6 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 5 / 2 . 5 ) + P 2 ( 2 . 5 / 2 . 5 ) = 5 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 75 1 -75 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 10 of 24 Do ng E n g i n e e r i n g I n c . 2 A D U ' S 51 2 - 5 1 4 H U Y L A R S L N , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 5 0 1 9 5 Da t e : 5 / 2 1 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 1 5 " | 4 * d * 1 . 4 = 0 . 8 6 " < 0 . 0 2 x 9 6 = 1 . 9 2 " 5. 0 0 2. 7 5 3. 2 5 0. 5 0 10 . 7 5 0. 5 0 11 . 0 0 0. 5 0 3. 2 5 2. 7 5 5. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Up l i f t ( k i p s ) 1. 9 1. 9 Co m . ( k i p s ) 2. 1 2. 1 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 1. 9 1. 9 Co m . ( k i p s ) 2. 1 2. 1 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] sp a c e d e q u a l l y 6. 2 5 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 8.00 ft LI N E B ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 1 8 2 8 l b s | S e i s m i c : 2 3 6 8 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 5 7 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 0 f t | S h e a r D i a p h r a g m = 6 2 p l f | D e s i g n S h e a r W a l l = 1 8 3 p l f ( W i n d ) / 2 3 7 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 6 / 1 . 6 ) + P 2 ( 1 . 6 / 1 . 6 ) = 3 . 2 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 2 / 2 . 2 ) + P 2 ( 2 . 2 / 2 . 2 ) = 4 . 4 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) P1 6. 2 5 14 7 1 -14 7 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 11 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 Shear Wall (X-X Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) A 1 1X 33 111 143 8 16 148 A B 1 1X 33 111 143 8 10 237 B SUMMARY SHEAR WALL V2 = Seismic*Span/2 + Added Vseismic Line shear V = Maximum(V1;V2) V1 = Wind*Span/2 + Added Vwind v(plf) = V/L Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around Openings (FTAO) (Sec. 4.3.2.2 ). For mix-type, chosen concept is determined by more critical design result. 12 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 Shear Wall (Y-Y Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) 1 1 1Y 56.5 106 91 8 8.75 344 B 2 1 1Y 56.5 106 91 8 8.75 344 B Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around Openings (FTAO) (Sec. 4.3.2.2 ). For mix-type, chosen concept is determined by more critical design result. v(plf) = V/L Line shear V = Maximum(V1;V2) SUMMARY SHEAR WALL V1 = Wind*Span/2 + Added Vwind V2 = Seismic*Span/2 + Added Vseismic 13 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 1 - HIP @ BEDRM.1 Loads(Downward+) Beam Weight 6.2 plf from 0 ft to 11.25 ft Roof Rafter: (14+20)(1.8~0) = (DL=24.5~0PLF; LLr=35~0PLF) form 0 to 4.5 Roof Rafter: (14+20)(6.8~4.2) = (DL=94.5~59.5PLF; LLr=135~85PLF) form 4.5 to 11.25 Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1101/1100 0 2 1179/1179 0 USE 4 x 8 Critcal Shear = -1178 LB @11.25' 1.5xV/(F'v x A)= 0.31 F'v = 225, A = 25.38 Critcal Moment = 3301 LB-FT @5.75' M/(F'b x S)= 0.88 F'b = 1462, S = 30.66 Critical Deflection for TL = -0.44 INCH @ 5.75 L/240 = 0.562" Critical Deflection for LL = -0.251 INCH @ 5.75 L/360 = 0.375" 1 2 Moment Shear Deflection 11.25' BEAM : 1A - HIP @ BEDRM.1 Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 11.5 ft Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1140/1139 0 2 586/586 0 USE 2-2 x 8 Critcal Shear = 1139 LB @0' 1.5xV/(F'v x A)= 0.33 F'v = 225, A = 22.5 Critcal Moment = 2539 LB-FT @5' M/(F'b x S)= 0.74 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.352 INCH @ 5.5 L/240 = 0.575" Critical Deflection for LL = -0.2 INCH @ 5.5 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' 14 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 1B - HIP @ LIVING Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 11.5 ft Roof Rafter: (14+20)(4.2~0) = (DL=59.5~0PLF; LLr=85~0PLF) form 0 to 11.5 Roof Rafter: (14+20)(2.5~0) = (DL=35~0PLF; LLr=50~0PLF) form 0 to 7 Roof Rafter: (14+20)(5.8~4.2) = (DL=80.5~59.5PLF; LLr=115~85PLF) form 7 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 980/980 0 2 977/977 0 USE 2-2 x 8 Critcal Shear = -985 LB @11.25' 1.5xV/(F'v x A)= 0.29 F'v = 225, A = 22.5 Critcal Moment = 2388 LB-FT @5.5' M/(F'b x S)= 0.69 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.37 INCH @ 6 L/240 = 0.575" Critical Deflection for LL = -0.21 INCH @ 6 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' BEAM : 2 - CLG @ BEDRM.1 Loads(Downward+) Beam Weight 20.3 plf from 0 ft to 17.25 ft Roof Rafter: (14+20)(8.2~7.8) = (DL=115.5~108.5PLF; LLr=165~155PLF) form 16.5 to 17.25 Roof Rafter: (14+20)(4.2~8.2) = (DL=59.5~115.5PLF; LLr=85~165PLF) form 8 to 16.25 Ceiling Joist DL: (4)(1.3) = (DL=5.3PLF) form 0 to 17.25 Point load @ 8 : Load from beam 1 at Support 2(P1) Point load @ 8 : Load from beam 1A at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1945/1945 0 2 2773/2773 0 USE 7" x 9 1/4" PSL Critcal Shear = -2890 LB @16.89' 1.5xV/(F'v x A)= 0.18 F'v = 362, A = 64.75 Critcal Moment = 14741 LB-FT @8' M/(F'b x S)= 0.49 F'b = 3625, S = 99.82 Critical Deflection for TL = -0.753 INCH @ 8.62 L/240 = 0.862" Critical Deflection for LL = -0.403 INCH @ 8.62 L/360 = 0.575" 1 2 P1P2 Moment Shear Deflection 17.25' 15 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 2A - CLG @ LIVING Loads(Downward+) Beam Weight 12.7 plf from 0 ft to 15.25 ft Roof Rafter: (14+20)(7.8~4.2) = (DL=108.5~59.5PLF; LLr=155~85PLF) form 0 to 6.75 Ceiling Joist DL: (4)(1.3) = (DL=5.3PLF) form 0 to 15.25 Point load @ 6.75 : Load from beam 1A at Support 1(P1) Point load @ 6.75 : Load from beam 1B at Support 2(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2419/2419 0 2 1350/1350 0 USE 6 x 10 Critcal Shear = 2419 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 212, A = 52.25 Critcal Moment = 10317 LB-FT @6.75' M/(F'b x S)= 0.88 F'b = 1688, S = 82.73 Critical Deflection for TL = -0.614 INCH @ 7.33 L/240 = 0.762" Critical Deflection for LL = -0.333 INCH @ 7.33 L/360 = 0.508" 1 2 P1P2 Moment Shear Deflection 15.25' BEAM : 3 - HDR @ LIVING Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 6.25 ft Roof Rafter: (14+20)(7~4) = (DL=98~56PLF; LLr=140~80PLF) form 0 to 6.25 Ceiling Joist DL: (4)(7.5) = (DL=30PLF) form 0 to 6.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 6.25 Point load @ 2.5 : Load from beam 2A at Support 2(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1659/1660 0 2 1283/1283 0 USE 4 x 10 Critcal Shear = 1659 LB @0' 1.5xV/(F'v x A)= 0.34 F'v = 225, A = 32.38 Critcal Moment = 3235 LB-FT @2.5' M/(F'b x S)= 0.57 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.055 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.026 INCH @ 3 L/360 = 0.208" 1 2 P1 Moment Shear Deflection 6.25' 16 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 4 - CLG @ HALL Loads(Downward+) Beam Weight 5.5 plf from 0 ft to 17.5 ft Point load @ 16.25 : Load from beam 1 at Support 1(P1) Point load @ 16.25 : Load from beam 1B at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 149/149 0 2 1932/1932 0 USE 2-2 x 8 Critcal Shear = -1932 LB @16.25' 1.5xV/(F'v x A)= 0.57 F'v = 225, A = 22.5 Critcal Moment = 2415 LB-FT @16.25' M/(F'b x S)= 0.7 F'b = 1462, S = 28.12 Critical Deflection for TL = -0.512 INCH @ 10.05 L/240 = 0.875" Critical Deflection for LL = -0.291 INCH @ 10.05 L/360 = 0.583" 1 2 P1P2 Moment Shear Deflection 17.5' BEAM : 5 - CLG @ LIVING Loads(Downward+) Beam Weight 6.2 plf from 0 ft to 4.25 ft Roof Primary: (18+20)(16.5) = (DL=297PLF; LLr=330PLF) form 0 to 4.25 Point load @ 0.5 : Load from beam 4 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1477/1477 0 2 1363/1363 0 USE 4 x 8 Critcal Shear = 1477 LB @0' 1.5xV/(F'v x A)= 0.39 F'v = 225, A = 25.38 Critcal Moment = 1464 LB-FT @2' M/(F'b x S)= 0.39 F'b = 1462, S = 30.66 Critical Deflection for TL = -0.027 INCH @ 2 L/240 = 0.212" Critical Deflection for LL = -0.014 INCH @ 2 L/360 = 0.142" 1 2 P1 Moment Shear Deflection 4.25' 17 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 6 - CLG @ DINING Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 10.75 ft Roof Rafter: (14+20)(6.8) = (DL=94.5PLF; LLr=135PLF) form 0 to 10.75 Ceiling Joist DL: (4)(8.8) = (DL=35PLF) form 0 to 10.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1455/1454 0 2 1455/1454 0 USE 4 x 10 Critcal Shear = 1454 LB @0' 1.5xV/(F'v x A)= 0.3 F'v = 225, A = 32.38 Critcal Moment = 3906 LB-FT @5.25' M/(F'b x S)= 0.69 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.22 INCH @ 5.25 L/240 = 0.538" Critical Deflection for LL = -0.108 INCH @ 5.25 L/360 = 0.358" 1 2 Moment Shear Deflection 10.75' BEAM : 7 - HDR @ LIVING Loads(Downward+) Beam Weight 4.7 plf from 0 ft to 6.25 ft Roof Rafter: (14+20)(6.5~3.5) = (DL=91~49PLF; LLr=130~70PLF) form 0 to 6.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 6.25 Ceiling Joist DL: (4)(0.7) = (DL=2.7PLF) form 0 to 6.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 701/701 0 2 595/595 0 USE 4 x 6 Critcal Shear = 701 LB @0' 1.5xV/(F'v x A)= 0.24 F'v = 225, A = 19.25 Critcal Moment = 1014 LB-FT @3' M/(F'b x S)= 0.47 F'b = 1462, S = 17.65 Critical Deflection for TL = -0.092 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.044 INCH @ 3 L/360 = 0.208" 1 2 Moment Shear Deflection 6.25' 18 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : 8 - HDR @ BEDRM.2 Loads(Downward+) Beam Weight 4.7 plf from 0 ft to 5.25 ft Roof Rafter: (14+20)(8.2) = (DL=115.5PLF; LLr=165PLF) form 0 to 5.25 Ceiling Joist DL: (4)(8.8) = (DL=35PLF) form 0 to 5.25 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 5.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 919/919 0 2 919/919 0 USE 4 x 6 Critcal Shear = 919 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 225, A = 19.25 Critcal Moment = 1203 LB-FT @2.5' M/(F'b x S)= 0.56 F'b = 1462, S = 17.65 Critical Deflection for TL = -0.077 INCH @ 2.5 L/240 = 0.262" Critical Deflection for LL = -0.036 INCH @ 2.5 L/360 = 0.175" 1 2 Moment Shear Deflection 5.25' BEAM : C1 - C.J. 2X8 DFL#2 @ 16" O.C. (MAX L=20'-3") Loads(Downward+) Ceiling Joist: (4+10)(1.3) = (DL=5.3PLF; LLr=13.4PLF) form 0 to 20.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 189/189 0 2 189/189 0 USE 2 x 8 Critcal Shear = 189 LB @0' 1.5xV/(F'v x A)= 0.11 F'v = 225, A = 10.88 Critcal Moment = 958 LB-FT @10.12' M/(F'b x S)= 0.56 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.928 INCH @ 10.12 L/240 = 1.012" Critical Deflection for LL = -0.663 INCH @ 10.12 L/360 = 0.675" 1 2 Moment Shear Deflection 20.25' 19 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job #: 250195 Date : 09/18/2025 Plan : 1 BEAM : P1 - PURLIN 2X8 SPAN 4'-0" Loads(Downward+) Beam Weight 2.7 plf from 0 ft to 4 ft Roof Rafter: (14+20)(8.2) = (DL=115.5PLF; LLr=165PLF) form 0 to 4 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 566/566 0 2 566/566 0 USE 2 x 8 Critcal Shear = 566 LB @0' 1.5xV/(F'v x A)= 0.34 F'v = 225, A = 10.88 Critcal Moment = 566 LB-FT @2' M/(F'b x S)= 0.33 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.021 INCH @ 2 L/240 = 0.2" Critical Deflection for LL = -0.012 INCH @ 2 L/360 = 0.133" 1 2 Moment Shear Deflection 4' BEAM : R1 - R.R. 2X8 DFL#2 @ 16" O.C. (W/ PURLIN) Loads(Downward+) Roof Rafter: (14+20)(1.3) = (DL=18.7PLF; LLr=26.7PLF) form 0 to 16.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 471/472 0 2 289/289 0 USE 2 x 8 Critcal Shear = 324 LB @3.25' 1.5xV/(F'v x A)= 0.2 F'v = 225, A = 10.88 Critcal Moment = 917 LB-FT @10.5' M/(F'b x S)= 0.54 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.382 INCH @ 10.25 L/240 = 0.675" Critical Deflection for LL = -0.224 INCH @ 10.25 L/360 = 0.45" 1 2 Moment Shear Deflection 3.25'13.5' 20 of 24 Dong Engineering Job No: 250195 Plan: 1 Date: 5/21/2025 1. Shear Design Equations (Section 3.4.2 ‐ 2018 NDS) d= 9.250 in. 2. Beam information Wood Type: Notch Pitch:4:12 Size: Wall Thickness: 3 1/2" Beam Depth ‐ d: 9.25 in. Shear design value:362.5 Beam Width ‐ b: 7.00 in. Reaction ‐ V:1945 Beam #:2 3. Analysis d' = 4.65 in. > d/3 = 3.083 in.OK L' = 13.81 in. < 3d = 27.75 in.OK fv = 71.7 psi <Fv' =362.5 psi OK de min =1.15 <de = 5.81 in.OK 4. Result THE NOTCH BEAM WITH THIS SIZE IS OK. DONG ENGINEERING NOTCH BEAM DESIGN (SECTION 3.4.2 ‐ 2018 NDS) L'= 13.81 in. COND.2: COND.3: de = 5.8 in. Parallam PSL 2.0E 7" x 9 1/4" PSL COND.1: d'= 4.6 in. (d/3 min.) COND.4: 𝑓3𝑉 2𝑏𝑑 3d max. 21 of 24 Dong Engineering Job No: 250195 Plan: 1 Date: 5/21/2025 1. Shear Design Equations (Section 3.4.2 ‐ 2018 NDS) d= 9.500 in. 2. Beam information Wood Type: Notch Pitch:4:12 Size: Wall Thickness: 3 1/2" Beam Depth ‐ d: 9.50 in. Shear design value:212.5 Beam Width ‐ b: 5.50 in. Reaction ‐ V:1350 Beam #:2A 3. Analysis d' = 4.65 in. > d/3 = 3.167 in.OK L' = 14.56 in. < 3d = 28.50 in.OK fv = 63.3 psi <Fv' =212.5 psi OK de min =1.73 <de = 5.81 in.OK 4. Result THE NOTCH BEAM WITH THIS SIZE IS OK. DONG ENGINEERING NOTCH BEAM DESIGN (SECTION 3.4.2 ‐ 2018 NDS) L'= 14.56 in. COND.2: COND.3: de = 5.8 in. Solid Material 6 x 10 COND.1: d'= 4.6 in. (d/3 min.) COND.4: 𝑓3𝑉 2𝑏𝑑 3d max. 22 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 1500 psf Trib Trib Wall Height DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft) 18 20 16.5 15 8 Roof:(DL+LL)(Trib) =627 plf Floor:(DL+LL)(Trib) =0 plf Wall:DL (Height)=120 plf 747 plf 747 /(12"/12)=747 psf< 1500 psf P(allowable) P(allowable) = 4,500 # 18 in FOUNDATION - 1-STORY Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. 45𝑜 23 of 24 Dong Engineering Inc. 2 ADU'S 512-514 HUYLARS LN, SANTA ANA, CA 92703 Job#: 250195 Date: 5/21/2025 PLAN: 1 CODE: CBC 2022 BEAM NO. BM#2+BM#2A Support 2 P =5,192 # Use 2' - 0"Square x 18" Deep Concrete Pad With 3-#4 Each way PAD SCHEDULE 24 of 24 NUz F CITY OF SANTA ANA 1 '�' 1 ' • 1 1:t � • 0*10 9 10 :1 : • 1• • It • �►vial low, k4 It low • 'iI PI Lqvj k I�• con .. •. • 1: • !• • • 1. •• 1 �• •• �: • • • f 6400 410 1 :1 soU11111 • • OMM• • • '1 11 • 1 c t• 1: c :j I:t• 1 • 1 • �. �. a •: • - r a. :. • • �: • • t• �. • • •'• • • 1 • 1. •' is 11 it • • 1 .t: ••t�' M • ' 1: -cini,NOTES C7BICAI., CABLE T.Ve &TELEPHONE SERN'IC ARE REQUMED TO BE UNDERGROUND. WALLS, FENCE, REQUIRED SEPARATE PERMIT. DEPUTY INSPECTION REQUIRED FOR ALL EPDX WORK PKOVME PS TREET ADDRJESS LETTERS � 6" IN Ifi".T(.`IiT O 4� 1 IV ON Oak 141PIN 11111&1�. :• 1• �t • .. • . i • • 1:1• • • 1:e• 1 11 � •. . IL 1• • • ' • 1 : ii' it � rl: • • • � • •fla 41 ''1 •'•• • 1 •• • • • •�.► • 1. • .. 04 • i • • • • «•�• t • • ' �• • �• • • SOW •� • ! 1:191:t, 1 • • • : t . , : • . • • 1' • it II .• • �• • i •• •• I11 t 1 1 •'• '•'�• • 1 I�t 0 PROTECT 1NPC)FZM/4,I ZOWE R_1 40 OCCUPANCY GROUP: 9.03 • Type of C0r4S7tzUC-Ti 0 N v- 8 NoN SPR.jNK-ER ) A► •• T�C3Ul�.TtON a) �7CIST 3 - Kou5E5 9�6 + 92G 8o? 7 .- 27 29. SF:, b) Exi 5T. 2_ GA►�GES �• 5 4 = 940. S� PIZOP05E 2 ADus : 954,1S x 2 4,909 ,1 4) TOTAL - 5,5�•8.5 sp , 8 . • LOT CODE RAG E 002489 LOT StzE r32,40!; , N _ 2 5 • 5COFE OF WORKS al P2op(35E 2..e,Du5 / A _SAY ATTACHED UNITS E') STUCCO ASPHALT SMtPJ6LS5 i�A0F(H6'T, 1G2 To r-i.�-t E�c �-rrs'�`. Buiui �WG C� PRoviAE 2 -OPEN o1J.51TE PARKiUG SIC ES PROTECT Site Address 518 HUYLARS LN SANTA ANk.CA 92703 MEMMMMONIN Parcel Number 100-573-34 Owner 1 TRAN, MINH ANH Owner 2 NGUYEN, PHUONG BICH Owner Address 11353 PENNELL CIR FOUNTAIN VALLEY, CA 92708 Legal Desc. STWP5RGE 10 SEC 9 SEC 9 T 5 R 10 E 75 FT W 290 FT S 330 FT SE1/4 Lot Ar_ea_(Calc.) 22,407 SF (0 51 ACRES) Zoning RIB Flood Zone A FIRM Panel ID 06059CO256J ROW Map NW-NW259 10 34 ra� o Hl �APFLIC,4\5LE-o oriivEwsaY N • CODES : r --- --- P��~E � --- 2022 CALIFORNIA RESIDENTIAL CODE (CRC 2022 CALIFORNM BUILDING CODE (CBC) n �^ � �� n � n (� � n 4022 CALIFORNIA ELECTRICAL CODE (CEC) 5JN • VERIFY e. C040i.•f(ON5 0M SITE 2022 CALIFORNIA MECHANICAL CODE(CMC 2022 CALIFORNIA PLUBMING(CPC • ,/4c•_nLo° 2022 CALIFORNIA ENERGY CODE t1 �p5T. Sf1711CT1Rfv` 0 4 4. PROPOSED Aous oZ2 GREEN BUILDING STANDARDS CODE ICC wv JNTEfiNATIOpJgL CODS, COUNGL CITY ORDINANCES AND CODES • PW. SE 114. Mr 1 /I • SE 114. SAC. to f s 5. 110 • r _ - p O 57� O O rJ O O O ► 'x' AM p o , •� v ri O Aw O O O or O 572 O O O r O 1f r JV &V wIO � 8 LJW Ar moo_ o , t-- SIT jl ®o0000000 �� o AN r- u OP VIP, or 7 AC 11544 AV L � 2 MAC 1 AV. J 117 M. m. l u-Pf • 41 w3nr - A S5I s sow' S II OCt j &W Sir `S rat MAC IfJ4 1104 ALAL SZ-A!• 30 PAAM �Ra��'f loon Ift IA" 31 spew IN e, ftLIS Cr*r or WAWA FXHiBri• "A LEGAL DESCRIPTION; Plar.Win,g acid Buildinij 'Tc ccY � �5;5/15 ��, APproved ,� FOR PERMIT ISSUA!Lr Master I D:Uj p [Ya It e: PARCEL The South one-half of the West 75 feet of the following: Beginning at a point 380 feet'e.ast of a point 30 Chains West of the Southeast corner of the Northeast quarter of the Southeast quarter of Section 9, township 5 South, Range 10 West, San Bumardino Base and � 11 Meridian, In the City of Santa Ana, +County of Orange, Stata'of Callfomhk the last said point being the Southvmst comer of the Southeaat quarher of the Northwest quarter of the Southeast quarter of said Section; thence North 600 feet, thence West 165 feet; thence South 660 feet; thence east 165 feet to the point of beginning. PARCEL Z: An easement for road purposes over the east 15 feet of west 96 feet the following Beginning at a point 380 feet east of a -poi tf34=Chatrtl, ins Southeast corner of the Northeast quarter of the Southea� rter of Section 9, township 5 South, Range 10 West, San Bemardno Sass and Meridian, the last point being the Southwest quarter of the Southeast quarter of the Northwest quarter of the Southeast quarter of -said Sermon; thence North 660 feet, thence west 165 teat; thence South 6W fat thence bast 165 feet to the point of baylnning. I • TfTLE - 24m T-24. I ADu _Sty N- NU'r'La,;t5 LN . T-24.2 Amu _5t4 N. HUYWT25 LN T_24.3 TtTL.e -e24 coNTittLso+sSLY • TOPOGRAPHIC � BO U N DARIftr SURVE • HYDROL.QC�' i�Ap P.1 C-X15TiNG HYDROLOGf TnAP F'•2 PRO FOSEDHYDROLOGY MAP � PRECISE GRADING PLN. P. PuCiUG SEWER �. TER �CiuTiEs oNY P.2 PRECISE GRoi;\vaDiNG 6 uTiuT( PLAN P 3 EROSION CONTROL PLAN • CONSUT/S\NTS: 0 CDES-1C-�"ER : GIEP VA'I lya 2931 R4NpoI.FIF4 ST. HUNT IN61<3N PARK ) CA . 90255 (32�0 5377 _ 5874 0 STR UCTS + T� Q4 �j DONG E1IGINE6RING, iNc. 7GG 1 GARDEN GROPE BLVD. GARDEN GilOvE ) CA • 5:1841 0 INDEX low 0 5HE ID A\ F %IMZC H 170E CT U PftA*% A•1 S 1 1 `E F?LAN , �►�s.PS , PTECT INFOFZMA7tON5 NC7TE5 ETC A•2 PAR ri^%L EX 5�• 4/81+ FLOOR PLAt4 EC1ST. B u t �ziPG PROMS 1A.3 PAIZT't A. L rA15T• 41e FL OOM PLAN EXIST j3U0,&ING PH,0TCS k.+ PRO POSM 4181 Av U FLOOR PLo&4t4 A• 5 FR a Po E j /4,► AM U F L00R. P LAN EAST ELEvATION SCHEDULES ARG MO ApU R4CF 4;:1%1 I W SSA" 1 1� O QTH , 50�+ E-LEVAT NS A•l BUi L,DING SFzC110N5 • G EN ESZA L KOTSS , DETAILS A•5 Aou I S pOWER PLAR �- A 9 Ao RCH I •rE GTE RAC- 10ET.ej Ls Ado 2022. cz^ L1 GREEN Lau Ii LDiNG STA>4 Q,scz.o5 Co�E A- i i 2 a �Z C,4,L` F, SEEN a U ILDi NG STA14 ML4 jgZ05 CODE � • s7pdj-�'►'URAL S.o GEWER,gI_u0'rE5 5.4 FOL3NQ,�710N Pl1�N S2 RaoF F�,,�irtG Pax 5o'i S-ftMw=rU;zA'L DETAL5 SD2 STR1,tC�Qp,L DETAILS SD.3 STRU�11.1RAL DE"C,eiLS 41 �[ % o .— ;z �oI � Q^,bIIIIIIIIv= [V Z Uj. r ' ORANGE COUNTY FIRE AUTHORITY Reviewed by Planning & Development Secvk a Request Expires After 6 Months of by ct Mty llpprova! %#I to Ada ►nsWftn and roqured one natatsona M1erecn. COMB loos In correIP*rx*xe and conformtnct vAth appikabia rwlstfom The sum" of these plans shall not be held to permri or epomA aW •+dsocn of ally low. OCFA SR r. 25004S86 F*#Codes; PR 160 PUnType: Residential Site Plan ey; evan ca ley Date 09/23/2025 can at %@W n ►1I in &&&%M to set" ," WSW OM (M) IS75-OW f+btes: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org NOTICE TO PROPERTY OWNER Dear Property Owner: CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE aSfeB I�o16 An application for a building permit has be n submitted in your name listing yourself as the builder of the property improvements specified at We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your names as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. t 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" build- ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop- erty. 2.- 1 understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. `4'. U�3. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. /�. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 6 I understand if I am considered an "employer" under state and Federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment com- pensation of each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential s ructures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontrac- tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contract with a licensed general building Contractor. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any finan- cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workman- ship or materials. 9. 1 understand I may obtain more information regarding my obligations as an "employer" f vice, the United States Small Business Administration, the California Department of Benefit Payrr sion of Industrial Accidents. I also understand I may contact the California Contractors' State Lic( 321-CSLB (2752) or www.cslb.ca.g for more information about licensed contractors. /::�t710. I am aware of and consent to an Owner -Builder building permit applied for in my name, party legally and financially responsible fol proposed construction activity at the followin$ ad- dress: �(.2 — � ( -,I- �L� Y� �� _ I3� C CITY OF SANTA ANA Planning and Building Agency the Intle qaWdr- t ( li iv�ANCE that I am the A,��. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. k_t�12. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contactors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license form notariza- tion_ or other verification acceptable to the aaencv is required to be presented when the permit is issued to verify the property owner's signature. Signature of Property Owner Date: r �� 2-3 PD24� Print name of Owner K—A AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Wo Project Location or Address: Name of Authorized Agent: Address of Authorized Agen Phone Number of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner's Signature: Print Name of Owner: Date: Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is re- quired to be presented when the permit is issued to verify the property owner's signature. L * A6 L l t• � r. Developer/ Address Applicant 2000,L� Telephone Number Project Location OFFICE USE Garden Grove Unified School District Certification of Compliance Payment of School Facility Fees �i�U LL.�/arkN►-�� C,r W -gI 603 Street Address rvin� City FU d Ald �1 t y Master ID.THE GOLDEN FOUNDED IR69 Date: G� �lZ�a3 ZIP Elem. School Int. School High School Thomas Map No. ■��r��rrr�rr.s�ww��w��.��rr�raw�rwi�wrA�str�rr►w�w�w�r ww��w��rrrrr�ww��rsrr■��w�r�rMWIN" wW mmmas MMMMI1YYYYwAWY�1��w�r��Y�#�1r1�� Number of SqFeet07 ID Ll of oa • Number of Square Feet , — of Commercial and � moo Industrial Space x Total $ The above representations as to square footage are true. Developer/Applicant agrees that if it is later determined that such representations are not true then this certificate shall automatically terminate and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 65995 and Education Code Section 17620 must do so within 90 days from the payment of the fee. Date Developer/Applicant rr��.rrrrt,rrrw�YYr�aw.�rwr•er�wslr��awrwY��1l�A�wr>trw�r�r.wrs.�YYrr..r�rr■ns..�r�rrsr....�rr...r.r...�.�.��..�r...�r��rarrr..�r��.rrrrrw�r�r�1•wY�1rlrR+wYwYtiitfiam■wmoAA1flfteow4wriwMrNKrWlw&"r-Y� Receipt of Pay This certifies that the above-namedDeielOper/Applicant has paid school facility feesIL in compliance with Government Code Section 65995 and Education Code Section 17620,, These fee have been received from Cash Check V l Z1,Q Date it -At r Check No. or Ban ars $_ r rin esigi Garden Grove Unified School District (714) 34w6442 70 I Cy Ilk . (_ 440, _ r f r_ I I f F h - tir f r _ +p 4u i J� M ,I 4 9703,.69* (Rev. 6/14)