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HomeMy WebLinkAbout331857_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: 101124458 PROJECT ADDRESS: 3925 W Hazard Ave PLAN CHECK ENGINEER: Huang, GaryTEL:714 647-5862 EMAIL: Ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/24/2025 INITIAL REVIEW 8/21/2025 EXPIRATION 1/20/2026 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Xuan Lam 3. TEL: (714)204-5308 FAX: VALUATION: $50,000.00 EMAIL: kimxuanng@gmail.com FLOOD ZONE: A-06059C0143J GUIDELINES: Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES) The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws All listed plan review comments must be adequately addressed before a building permit can be issued 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. Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, prior to building permit issuance ☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process. ☐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). ☒Public Works Agency approval (647-5039). ☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. ☒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. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal PLAN REVIEW COMMENTS: Sheet T1.0 Provide FEMA Elevation certificate and insert as a part of drawings document The lowest finished floor elevation for the (N) room addition shall be 1’-0” above the based flood elevation Indicate on plan the lowest adjacent grade (LAG), highest adjacent grade (HAG, and top of bottom floor elevation per FEMA Elevation Certificate Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. Provide missing sheet T-1.2 Please verify building data notes Please verify deferred submittal notes Sheet T1.0A Existing site plan: clearly identify (E) cover patio layout Proposed site plan: Insert the handwritten note in project data and scope of work into the typed note Sheet A1.0 Provide/indicate the maximum roof overhang for the garage building Provide roof separation dimension on plan between the (N) addition to (E) garage building Sheet A5.0 Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. (R315) Sheet SN-1 EOR to coordinate seismic coefficients with calculation Sheet S-1 Foundation plan: EOR to coordinate with architectural plan. The architectural plan shows that (E) post from the canopy to be remove Roof Framing Plan: Existing ridge beam shall be 4x10 based on the approved drawing. There are 4x6 posts supporting at each end of the ridge beam. If EOR wanted to switch to using ridge board, then provide complete roof/ceiling framing/comply with conventional ridge board /rafter/rafter tie system. EOR to coordinate with architectural plan, the architectural plan shows that (E) post near the garage to be removed. If it is to remain, EOR to show construction detail how (E) post and (E) header in relationship in detail 14/SD-1 EOR to provide roof separation distance to garage building per architectural drawings EOR to indicate (E) roof framing size and spacing. Coordinate with existing patio approved plan EOR to coordinate with previously approved patio cover drawing if (E) roof framing to remain. See review comment 6bi above Sheet SD-1 Detail 13 See comment on roof plan regarding to the 2x ridge board Provide location/elevation of 2x4 collar tie Detail 14 Provide hurricane tie to prevent uplift Detail 18 Architectural drawing 1/A2.0 show (E) patio is connected to the (N) building wall blow the roof. Revise the detail to reflect. Detail 22 Rafter tie shall be a the same spacing as the roof rafter/ceiling joist; otherwise EOR to justify how roof rafter and ceiling joist are transfer loads to every other rafter/ceiling system. See plan for additional comments(End of Comment)