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Home My WebLink About339903_1_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: 101126953 PROJECT ADDRESS: 1999 S Ritchey St PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B, F-1, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 3/24/2026 INITIAL REVIEW 4/1/2026 EXPIRATION 9/20/2026 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Marco Fernandez 3. TEL: (562)235-5411 FAX: VALUATION: $260,000.00 EMAIL: marcofernandez@verizon.net FLOOD ZONE: X-06059C0277J 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.Clearly indicate the scope of work under this building permit application: - Revise project job description on the building permit application worksheet to reflect the work to be done under the subject building permit application. - Construction drawings must clearly show all work to be done under the subject building permit application. - Delete all notes and details from drawings that are not a part of the work to be done under the subject building permit application. This includes mechanical, plumbing and electrical work that is not specifically required by the Building Code.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) - 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 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.Provide a wall legend indicating whether the wall is: - Existing, new, or to be removedSubmit a letter addressed to the Building Safety Division describing in detail the manufacturing process from material delivery, storage, handling, packaging, and shipping of finish product. Include an equipment list describing use in the process.Sheet A1-0, project description shows TI for new coffee bar and restrooms, sheet A-5.0, shows existing , please clearly identify scope of work and provide details accordingly.Sheet A-5.1, provide clear wall legend. Not clear which area is wall G and which are is wall F.CBC Section 1022.2.2 Exterior exit doors shall lead directly to the exit discharge or the public way.( Showall entrances and exit doors on the site plan)Show coffee bar complies w/ Accessibility. Cabinet door under sink shall be fully openable.Provide 30”x 48” clear space at the coffee bar and sink.Tactile exit signs shall be required at the following locations: - 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 door through a horizontal exit shall be identified by a sign with the words “TO EXIT.”Bathroom # 108, toilet shall be far away from the door.Sheet A-3.1, enlarge path of travel from accessible parking to the building o show compliance w/ accessibility.Sheet A3.2, provide 18’ long on both side of sides of angled Van parking. (see red mark)It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards.Complete the attached Disabled Accessibility Documentation Form.Sheet A-12.1, detail 7, referenced to structural drawings, no detail found on structural drawing for this detail.Sheet A-12.1, detail 7, provide complete detail for top connection, to include anchors and hangers. ( please see red mark) Provide metal track gauge.Sheet SD1, referenced on sheet A12.1, in not included.Sheet A6.1, show new T-bar ceiling.Provide complete structural calculations and drawings for suspended ceiling systems showing compliance with CBC Sections 711.3.1, 803.9, 1613, and 1705 (special inspections) and ASTM C635 and ASTM C636.( OR see Comments # 21& 22)Provide a complete suspended ceiling system plan and section detail showing the following: - Vertical supports - Seismic wires - Seismic strut/Compression strut - Perimeter wires - Separate fixture wires for lights and mechanical devices - ICC Research Report number for the suspended ceilingNote ICC Research Report Number on the drawings for the suspended ceiling system.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - For all new equipmenton floor plan. ( Sheet A7.1)Sheet A10.1, is roof retrofitting part of this project. if it is, add to job description and provide complete structural calculation and construction detail. (areas that are not affected by new RTUs)Sheet S1, show location of L angles from detail 2/S2, on the framing plan.On calculation, tributary width showed 3.1’ versus 8’ please clarify.Sheet S2, detail A, bottom of sistered member not flushed by bottom of existing purlin, please justify using entire depth of 1.75 x 14 LVL.Calculation for cooling tower #102, considered 2 bolts (2 legs) for uplift which doesn’t apply to all legs since there are 3 legs.