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Home My WebLink About329626_2_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: 102123817 PROJECT ADDRESS: 4725 W Floyd 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, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 5/28/2025 INITIAL REVIEW 6/19/2025 EXPIRATION 11/24/2025 RECHECKS: 1.4/6/2026 PROJECT APPLICANT CONTACT PERSON: 2. Rogelio Sanchez 3. TEL: (951)453-1454 FAX: VALUATION: $90,000.00 EMAIL: prismaplans@gmail.com FLOOD ZONE: A-06059C0256J 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.DrawingsSheet A-1 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." PC #2: Elevation certificate shall be provided in drawing set. 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. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non-city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements. MEP are subject to building field inspection.Revise title block and main title from New 1-Car Garage to 2-Car Garage, typical all sheets.Revise Project Data square footage, currently does not match plans. Ensure square footage noted on all sheets match and are correct.Revise Project Data C from “Existing Two Car Garage” to “New Two Car Garage”.Specify on Site Plan where existing heat condenser occurs.Finish Floor elevation for Carport Conversion and laundry room shall match existing single family house.Sheet A-2Provide new landing dimensions outside of new garage.Section reference “C/~” on Floor Plan doesn’t match C. Framing is in opposite direction.Provide new roof sheathing information and nailing type/pattern on plan.PC #2: No nail spacing has been found. Provide full sheathing information for proposed roof sheathing.Verify detail reference 8/SD-1 on Framing Plan. Does not look correct.Detal 1/SD-1 referenced on foundation plan shows new slab and footing. No footing depth provided. Please provide.Verify detail reference 9/SD-1 on Foundation Plan. Detail does not look correct. Geotech engineer shall note that stamp is for geotechnical review. Typ all sheets where stamp occurs.PC #2: Comment not addressed, Geotech shall note that stamp is for geotechnical review. This is to prevent confusion for two civil engineer stamps found on structural sheets.Geotech engineer shall sign stamp where occurs on drawing sheets.PC #2: Comment not addressed, stamp shall be signed by engineer even for review.Verify Let-in-brace noted on elevations. It should be shown where occurs. Framing plans utilize plywood shearwalls.Verify where roof ventilation occurs on plans per ventilation calculations. PC #2: Comment not addressed, identify locations of proposed roof ventilation on plans or elevations. See additional comments.Sheet A-3Section cut A and B noted on Prop. Floor Plan not found. Please provide.PC #2: Comment not addressed. See additional comments for section cut requirements.Verify roof slope direction shown on Roof Plan with building sections shown on sheet ST-1.Sheet ST-1Project EOR shall stamp and sign structural sheet, typ all sheets.Verify if existing patio is permitted with members being replaced. Any work done to patio shall be added to Scope of Work.PC #2: Comment not addressed, response states no changes made to patio. Structural sheets show new framing. Any modification shall be noted in Scope of Work.Please verify all detail references on all plans and sheets. Various detail references look to be referencing incorrect details. For example, detail 10/SD-1 on Framing Plan references doweling detail. All details should be clear.Provide shearwall type for shearwall shown between existing carport and house. Length of 9’-0” is shown, but no shearwall type.Section B/A-3 referenced on Framing Plan is not found.Provide 10mil minimum for new slab on grade at new laundry room.Provide Smoke Detector and Carbon Monoxide Alarm directly outside vicinity of new bedroom.Verify Section A is accurate to where section reference is shown on plan.Show all walls in Section A where occurs. Interior foundation does not show wall.F.F. elevation for addition and conversion shall meet existing house elevation.Sheet SD-1Project EOR shall stamp and sign structural sheet, typ all sheets.Detail 2 – Revise slab information to match plans.Detail 6 – Verify new footing with new sla. Plan specifies existing slab. Revise detail as needed.PC #2: Detail still shows monolithic pour between footing and slab. Revise detail to show new foundation doweled into existing slab.Detail 6 – Pad calcs noted on page 26 of 29 not found in calculation package. Provide calculation.PC #2: Comment not addressed, calc still not found.Detail 14 – Revise RR framing to match plan. PC #2: Comment not addressed, detail still shows RR at different spacing than plans.CalculationsSoils report shall be updated to reference latest 2022 California Building Code.Calculations shall be updated to current 2022 California Building Code and ASCE 7-16. (e.g. Wind Analysis)PC #2: Calculations still reference outdated code. All drawings and calculations shall comply to the 2022 California Building Code.Additional PC #2 CommentsSheet A-2Roof Plan – Roof projections spanning within 2’-0” to 5’-0” from property line shall have a 1-hour fire rated underside or code approved alternative. Specify on plan where required and provide detail for proposed system.Roof Plan – Provide dimension for roof projection distance. Sheet A-3Roof Plan – Roof projections spanning within 2’-0” to 5’-0” from property line shall have a 1-hour fire rated underside or code approved alternative. Specify on plan where required and provide detail for proposed system.Provide section cuts at all directions for new laundry addition and garage conversion. Section cut shall show interaction between new and existing.Proposed Floor Plan - Provide smoke detector and carbon monoxide alarm directly outside vicinity of bedroom #3.Provide window types on plans to match window schedule.Sheet ST-1Framing Plan – Verify new framing specified as CJ, it is unclear if this is CJ, or new roof framing sistered to existing. Sections show them to be at the same elevation. If sistered framing, specify it as such and provide detail for connection.Framing Plan – Verify what MSTA36 specified at new laundry is going to be attached to.Framing Plan – Provide shear wall type at new interior shearwall of garage conversion. There is a length specified, but not shearwall type.Framing Plan - Provide detail if existing and new framing to be load bearing on new interior shearwall at garage conversion.Section A – provide detail for new ledger connection. Sheet T-24Date signed specified for T-24 compliance form should not be prior to date form is completed. Signed date is shown to be 2014. (End of Comment)