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Home My WebLink About315472_4_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: 101119185 PROJECT ADDRESS: 3326 S Lowell St 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 5/8/2024 INITIAL REVIEW 5/19/2024 EXPIRATION 11/4/2024 RECHECKS: 1.6/20/2024 PROJECT APPLICANT CONTACT PERSON: 2.7/1/2024 Chris Khoi Tran 3. TEL: (714)987-8253 FAX: VALUATION: $70,000.00 EMAIL: chrisktran158@gmail.com FLOOD ZONE: X-0602320259J 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 A0 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.Sheet SD-3 noted in Drawing Index not provided, please provide or revise Drawing Index.Sheet A1Attic Ventilation calculation specifies (3) vents, only two vents found on plan. Please revise.Provide required drain flow and direction on Proposed Site Plan around new addition.Sheet A3Verify north arrow direction with north arrow on Site Plan. Revise as needed.On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel. [R311]On the plan, show where required Smoke Alarm and Carbon Monoxide Alarm are required.On the plan, specify where the Attic Access is located.On the plan, specify the range exhaust where required. Verify with latest 2022 California Energy Code minimum airflow requirement, 100 cfm min shall be justified.Specify existing ceiling height in garage. Dwelling/garage separation – ☒Door between garage and residence shall be solid wood doors not less than 1-3/8 inches in thickness; solid or honeycomb core steel doors not less than 1-3/8 inches thick; or 20-minute fire-rated doors. And doors shall be self-closing and self-latching. (R302.5.1) ☒Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of minimum No. 26 gage sheet steel, and shall have no openings into the garage. (R302.5.2) ☒Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) ☒Minimum 5/8-inch Type X gypsum board is required at the underside of floor/ceiling where habitable space is above. Structure(s) supporting floor/ceiling assemblies used for separation shall be protected with 1/2-inch gypsum board. (R302.6) Provide clearance dimensions at new toilets or relocated toilets.Sheet A4Provide new roofing info and ICC approval #. Noting to match existing does not suffice.South Elevation – Verify new roof area, note looks to point to existing.Sheet D1 and D2Various details and information look to repeat on Structural sheets. Remove redundant details/information.PC #2: Repeated details still found, remove all details that may contradict structural details unless details on sheet are to govern. If any detail is to be used and govern over structural, these details shall be referenced on plans. (e.g. pad footing detail, reinforcing at corners, etc..) Please coordinate with structural.PC #3: Repeated information still found in details located on sheet D1 and Structural detail sheet SD2. Designer shall coordinate with structural to provide no conflicting information in construction details. For example, Detail A shows Simp LSTA34 strap at every other rafter. Whereas detail 3/SD2 shows LSTA30 @ 24”oc at ridge beam. Please also clarify how 24”oc to be achieved at 16”oc rafters. This is an example only and does not represent the only conflicting information. Architect and engineer are responsible for coordinating and providing non-conflicting information. Plan check review does not provide every single instance of conflicting information to correct, but maintains the expectation that coordination is done and no conflicting information is found.Sheet S1Verify and provide drag load transfer at new interior shearwall.Provide calculation for new pad footings.Sheet SD2Detail 10 – Specify post-beam connection support on detail. CalculationsPage 16 – Page has been cutoff. Provide revised sheet for full review.Additional CommentsSheet S1Provide detail for Existing Truss to New Ridge Beam interaction where occurs on plan. It is unclear how Ridge Beam to cross trusses.PC #2: It is still unclear interaction of new ridge beam shown spanning through existing manufacture truss over new walk in closet. Please clarify.Provide new ceiling joist above new Bedroom #1.PC #2: Architectural floor plan on sheet A3 shows 8’-0” ceiling height in Bedroom #1. Coordinate with architectural for intent. (End of Comment)