The URL can be used to link to this page

Home My WebLink About307359_1_Corrections.docxRESIDENTIAL PLAN CHECK COMMENTS 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 PLAN CHECK NO: 101116641 PROJECT ADDRESS: 4602 W Roy Cir PLAN CHECK ENGINEER: Lo, JonathanTEL:714 647-5822 EMAIL: Jlo@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 4/9/2024 INITIAL REVIEW 4/21/2024 EXPIRATION 10/6/2024 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Giep Van Le 3. TEL: (323)537-5874 FAX: VALUATION: $105,000.00 EMAIL: legiep49@gmail.com FLOOD ZONE: A-0602320256J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment. The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY): ☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. ☒Public Works Agency approval (647-5039). ☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700). ☒Police Department approval on the corrected/final set of drawings (647-5840). ☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work. ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DocumentationDetached garage and storage area structure shall have separate Elevation Certificate and shall have a finished floor elevation above the Base Flood Elevation.DrawingsSheet A.1 Provide the following design data on the first sheet (R106.1.1) ☐Sheet Index ☐Occupancy groups (R-3/U) ☐Type of construction (V-B) ☒Automatic Fire Sprinkler (YES or NO) ☐Number of stories. ☐Flood Zone: X ☐Flood Zone: A ☐Flood Zone: AE ☐Floor area per occupancy group, including the existing structure(s) ☐Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation." Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a FINAL CERTIFICATE must be submitted at the time of final inspection."Sheet A.4 Garage/Storage Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1)) Roof projection – Provide one-hour protection on the underside of roof projection when projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. No attic ventilation may occur at rated projections unless ICC approved fire rated ventilation specified.Provide Slope for new patio roof on Roof Plan.Sheet A.7 Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)Sheet S0EOR stamp shall be updated to current. Typical all sheets.Seismic Design Data does not match calculations, revise to match.Sheet S1Specify existing lateral system along existing wall where new patio is attaching to. There is concern with limited wall length. Ensure existing is adequate or provide new.Verify detail reference 4/SD2 and Dining Room entrance. Verify if shearwall occurs above Beam 5. If so, provide shearwall type per detail.Provide detail for beam connection to boxed up column at entrance cover.Provide Hip beam size at Dining Room entrance roof.Verify C1 member called out at Dining Room entrance. This looks to be Roof Rafter.Verify existing header at opening between Dining Room and (E) Work Area with Arch. Proposed Floor Plan shows opening to be 5’-0”, larger than existing door. Ensure existing header spans whole opening else provide new and design.Holdowns at shearwall along Line A does not match calculations. Revise to match. Provide SOG info for new patio area or specify where found. Detail 3/SD1 shows dowel and reinforcing, these should be specified by engineer. Sheet S2Specify Roof/Ceiling Framing types on Roof Framing Plan.Verify detail 2/SD1 referenced along Line A.Verify detail reference 3/SD2 at hip beam K.P. locations.Sheet WSWH1WSWH sheets shall be stamped/signed by a licensed professional. Sheet Erosion Control PlanFF elevations do not match Proposed Floor Plans. Revise as needed, typical all sheets. CalculationsSheet 15 of 43 – Verify drag types with drawings at location required. Specify where located on drawings and provide detail.Sheet 17 of 43 – Verify drag types with drawings at location required. Specify where located on drawings and provide detail.(End of Comment)