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Home My WebLink About324173_3_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: 101122055 PROJECT ADDRESS: 1050 W McFadden 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/10/2025 INITIAL REVIEW 1/17/2025 EXPIRATION 7/9/2025 RECHECKS: 1.4/4/2025 PROJECT APPLICANT CONTACT PERSON: 2. Brian Cerda 3. TEL: (310)941-4911 FAX: VALUATION: $30,000.00 EMAIL: cerda.brian@yahoo.com FLOOD ZONE: X-06059C0257J 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: Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck. ☒1. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans. The scope of work shall include vehicle damage repair at the front of the house ☒2. Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation. [Comment not resolve – note not found on plan. Please provide notes on plan] ☒3. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection. ☒4. Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1)) Exterior walls located less than 5-ft from a property line shall be of one hour construction. Exterior walls located less than 3-ft from a property line – No opening shall be provided. Wall between 3-ft and 5-ft of the property line – 25% of wall openings are permitted. Eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance. [Comment not complete – reference the detail on plan] ☒5. 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) ☒6. Attic access and Ventilations – ☒Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1) ☒7. Under-floor access and ventilation ☒Provide accesses to all under-floor spaces. On the plan, show locations of under-floor accesses – Access opening through the floor shall be 18”x24” minimum; openings through a perimeter wall shall be not less than 16”x24”. (R408.4) ☒Show on the plans – under-floor vent locations, type and size (area = 1/150 of the under-floor space). Locate openings at corners and provide cross ventilation. Provide a cross ventilation summary; on the plans indicate the total area required versus provided. (R408.1) ☒8. Please see marked-up plans for additional requirement/comments. Energy Conservation – Title 24 Energy forms & calculations ☒1. Provide documentation to demonstrate compliance with the California Energy Code. ☒2. Climate zone 8 is used. ☒3. Compliance forms with signatures must be provided on plans. ☒4. Provide building sections to show building envelope, including wall, floor, and roof/ceiling insulation, per Title 24 calculation. Structural Plan Review Comments: Sheet A3.1 Detail 1 Provide new footing depth Verify detail D1 reference. It is not applicable Detail 2 Roofing configuration does not comply with CRC prescriptive design. Provide structural calculation for roof framing for review, including roof rafter, hip beam, ceiling beam [Comment not resolve – roof configuration does not comply with CRC conventional design using ridge board and rater tie method. Provide structural calculation using ridge beam method for review. Provide/reference construction detail at appropriate location. Further review is required] [Comment not complete – calculation page 6, EOR to provide calculation how point load (1689lb)from the ridge & hip is derived] Provide construction detail for how (N) ridge board connect to (E) bridge board Provide construction detail for 2x6 ridge board to 2x hip beam support [Comment not resolve – see comment 2a above] [Comment not resolve – EOR to provide calculation of hip beam design (2x8); see comment 2a above] Provide construction detail for non-bearing wall connection detail to ceiling joist Provide structural sheathing thickness and nailing pattern requirement Detail D3 Provide minimum edge distance for the pad footing. Detail D5 Provide Footing size, reinforcing, rebar edge distance and stem wall height [Comment not complete – provide/indicate on detail footing reinforcing. Minimum 2-#4 top and bottom] [Comment not complete – provide/indicate on detail vertical reinforcing size and spacing] Detail D7 Provide connector from roof rafter to double top plate for shear transfer2nd Plan Review Comments (4/4/2025):Sheet G0.3: verify header span. Per sheet A1.1, it should be 10’-4”Sheet A1.1: provide heater to wall connection detail for covered patio Sheet A3.1: Final plans and calculations are to be stamped, signed and dated by a California licensed architect or California registered civil engineer.3rd Plan Review Comments (6/9/2025):Sheet A3.1EOR to provide roof sheathing thickness and nailing pattern on plan. Provide structural calculation justification for reviewEOR to provide lateral design at the common wall between the existing dwelling and the new addition. Provide required shearwall length and holdown on plan for review(End of Comment)