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Home My WebLink About314437_2_Corrections.docxTENANT IMPROVEMENT 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: 101118846 & 101118396 PROJECT ADDRESS: 1107 S Harbor Blvd PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: II B OCCUPANCY CLASSIFICATION(S): B, F-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 4/10/2024 INITIAL REVIEW 4/23/2024 EXPIRATION 10/7/2024 RECHECKS: 1. 9/20/24 PROJECT APPLICANT CONTACT PERSON: 2. Kevin Arambula 3. TEL: (562)293-5400 FAX: VALUATION: $38000 EMAIL: kevin@phenarch.com FLOOD ZONE: X-0602320256J APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS 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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.Please return marked up set of drawings with corrections.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2022 California Building Standards Code with local amendments.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.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. - Fire Department approval on the corrected/final sets of drawings ((714)573-6100) - Public Works Agency approval (647-5039) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.Pending 9/20/24Drawings must be to scale and be on 18” x 24” minimum sheets.Ok 9/20/24 - Show North Arrow on Plan Views - Provide a fully dimensioned Floor Plan Provide the following:Pending 9/20/24, call out all the required detail on the site plan. - Provide a fully dimensioned site plan on each set of plans. - Disabled access compliance must be shown on the site plan.Show on the plans:Pending 9/20/24 - Occupancy Classification(s) - Type of ConstructionType IIB 9/20/24 - Area tabulation justifying floor area(s) of building(s) Pending 9/20/24 Show removal of I-hr fire rated wall and justify the area for the new occupancy to comply with chapter 5Label and note hourly fire rating of:Not found 9/20/24 - Fire walls - Fire barriersWhen there has been a change in use or occupancy classifications, drawings shall show compliance with the CBC requirements for the new classifications. Reference CBC Section 3406.Pending 9/20/24Submit a letter addressed to the Building Safety Division describing in detail the type of the business and the material delivery, storage, handling, packaging, and Ok 9/20/24Provide complying exiting plan for the entire area. Note on the floor plan the use and occupancy load of each room and/or area. Relate each use to a CBC Table item. Note occupant loads which are the greater number based on CBC Section 1004 and Table 1004.5 or the actual number of occupants.Ok 9/20/24CBC Section 1009.2 Continuity and components. Each required accessible means of egress shall be continuous to a public way and shall consist of one or more of the following components: Accessible Routes.Ok 9/20/24CBC Sections 1002 and 1028, EXIT DISCHARGE. That portion of a means of egress system between the termination of an exit and a public way.Ok 9/20/24Exit illumination and exit sign requirements in accordance with CBC Section 1013shall be shown on the drawings. Be specific as to the type of exit signs to be installed.Ok 9/20/24Tactile exit signs shall be required at the following locations:Ok 9/20/24 - Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.” - Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure, or an exit passageway, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” - Each exit access door from an interior room or area to a corridor or hallway, which is required to have a visual exit sign, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” - Each exit door through a horizontal exit shall be identified by a sign with the words “TO EXIT.”Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4:Pending 9/20/24 - An accessible entrance - An accessible route to the altered areaprovide detail to include curb ramp, detectible warning and side walks - Accessible restroomsPending , need to show all the existing dimensions - Accessible drinking fountains, and - Parking, signage and alarmsCBC Section 11B-206. Entrance(s) to the building or facility and primary path of travel to the specific area of new work, alteration, structural repair or addition shall be accessible. Path of travel incorporated all elements from the exterior arrival site to remodeled area. Pending 9/20/24If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide, complying with the CBC Section 11B-247.1.2.5Pendign 9/20/24, show on the site plan with detailsEach lot or parking structure where parking is provided for the public as clients, guest or employees, shall provide accessible parking as required by CBC Section 11B-502..Ok 9/20/24CBC Section 11B-208.2.4. One in every six accessible spaces, but not less than one, shall be served by an access aisle 8’-0” (96”) wide minimum and shall be designated van accessible as required by Section 11B-502. The words NO PARKING shall be painted on the ground within each eight’ loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials. Pending 9/20/24 show on the site plan and show dimension for the access aisle.Provide an elevation for the new opening.Pending 9/20/24 show height of the openingProvide engineering calculation and detail for the new opening.Pending 9/20/24 Seems like the opening is in the shearwall, provide calculation to justify the lateral resistance and also prvide calculation for the opening detail .Calculations must be presented in a clear, legible, and organized manner conducive for structural plan review. A table of contents must be provided and pages must be numbered for referencing purposes. Resubmit revised calculations showing compliance. Details must be provided on the plans for items designed in the calculations. Storage racks are blocking mechanical room’s door. Please revisit the floor plan.Pending 9/20/24 Provide calculation and detail for unbraced length of the column for the storage rack. Provide storage rack dimensions and elevation, and provide column and beams for the storage racks on the drawings. Pending 9/20/24 Engineer of record shall sign sheet A2.01.Identify type of the materials that are stored on the storage rack.OK 9/20/24Provide maximum weight on each shelf of the storage rack. Pending 9/20/24 Show on the drawings with engineer stamp.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 in accordance with Section ASCE 7-16.Ok 9/20/24CBC Section 1705A.12.7, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D.Not found 9/20/24Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.Pending 9/20/24, Not foundLoad application and rack configuration drawings shall be furnished with each rack installation. The drawings shall present the permissible configurations or limitations as to the maximum number of shelves or rails, the maximum distance between them, and the maximum distance from the floor to the bottom shelf or rail.Ok 9/20/24 9/20/24Provide 18” Clearance to the strike edge of door from lobby to the storage.For anchor bolts 5 ½” nominal ( detail 1/S3) cannot used for 5” thick slab.Provide calculation and justify size of the plate on detail 1/S3 for the uplift.Provide connection detail for the post to the plate on detail 1/S3.Per ESR-4266, per table 3, minimum member thickness (concrete slab) shall be 8” thick.