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Home My WebLink About337071_1_Corrections.docxSPC PLAN CHECK COMMENTS 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: 101126078 PROJECT ADDRESS: 420 N Main St PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: I B OCCUPANCY CLASSIFICATION(S): S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/23/2025 INITIAL REVIEW 1/14/2026 EXPIRATION 6/21/2026 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Quentin Montrie 3. TEL: (949)387-8500 FAX: VALUATION:$849,000.00 EMAIL: quentin.montrie@idsgi.com FLOOD ZONE:X-06059C0276J APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS All items noted on this plan check report must be addressed.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.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.The applicant shall obtain clearances/approvals for the following 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. - Public Works Agency approval (647-5039).PLAN CHECK COMMENTSThis project includes unclear and insufficient details regarding accessibility design. The architect of record is required to complete a comprehensive review of the accessibility design prior to resubmittal to the Building Division for plan check.All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer. CBC Sections A106.1 and A106.3.4.1.On the cover sheet, add the following information on plan: Type of construction: I-B. Occupancy Group: S-2. Applicable Code: 2022 California Building Code.All sheets. Remove “Not for construction” notes from all sheet and provide complete design at the next review. Dimensions are required and necessary on the drawings to show compliance with the minimum required dimensions (e.g. parking spaces, access aisles, walk, landings...)Provide clear identification of all lot lines on the plans to define the site boundaries. Ensure proposed ramp landings and handrails are not encroaching into the right-of-way or public sidewalk.Provide the following:Total number of parking spaces.Total number of standard accessible parking spaces.Total number of van parking spaces.Sheet A-013. Identify drawing title on plan to indicate which level to be demolishedwithin the building.Please verify on plan the provided standard and van accessible parking spaces meet or exceed minimum code required number of the parking spaces per CBC 11B-208.Provide complete dimensions on plan to identify the width and length of new parking spaces, access aisles, walks, landing, driveway…Show maximum 1:48 slope in all directions on all required landing area.Show location of the accessible parking identification sign, tow-away sign on plan.Sheet A-101 detail 2. Please clearly show dimensions of the length of ramp run and bottom landing.Sheet A-101 detail 2. The proposed ramp shall have 72” in length and handrail extension at the bottom landing. Revise design to comply with CBC 11B-405. Or reduce the slope not to exceed 5% and design as a walk. Please have the architect to review the design in this area.Sheet A-101 detail 2. Required ramp landing and handrails including their extensions shall not encroach or projected into the public sidewalk. Clarify on plan.Show dimensions of handrail extensions on detail 2/A101. Ramp handrails shall extend horizontally above the landing for 12 inches minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. §11B-505.10.1Show dimensions of handrail extensions on detail 2/A101. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2Sheet A-101. Provide at least one accessible route from the accessible building entrance to each accessible parking spaces/access aisles. Sheet A-101. Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked. §11B-502.7.1Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches in height above the walk or sidewalk surface. (11B-303.5)Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20 (5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. §11B-402.2The running slope of walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). §11B-403.3The clear width for sidewalks and walks shall be 48 inches minimum.Sheet A-101. Walks that cross or adjoin a route provided for vehicular traffic, such as in a street, driveway, or parking facility, shall be separated by detectable warnings, curbs, railings or other elements between the pedestrian areas and vehicular areas. §202, §11B-247.1.2.5, §11B-705.1.2.5. Provide detectable warnings within the structure.Detectable warnings provided to separate walks that cross or adjoin a route provided for vehicular traffic, such as in a street, driveway, or parking facility, shall be 36 inches in width and continuous at the boundary between the pedestrian areas and vehicular areas. §202, §11B-247.1.2.5, §11B-705.1.2.5STRUCTURAL Refer to sheet A-011 note #0201 for one of the vehicular barriers repairment, provide structural design, plans, details and calculations to design new vehicular cable barrier.