Loading...
HomeMy WebLinkAbout273054_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: 101106056 PROJECT ADDRESS: 3400 W Warner Ave Unit# B PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III B, SPK OCCUPANCY CLASSIFICATION(S): A-3, B, M, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 4/5/2021 INITIAL REVIEW 4/16/2021 EXPIRATION 10/2/2021 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Tatev Oganyan 3. TEL: (818)237-7867 FAX: VALUATION: $38,500.00 EMAIL: tatev@theoganyanagency.com FLOOD ZONE: X-0602320258J APPLICABLE CODE: 2019 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 3corrected sets of plans.Please return marked up set of drawings with corrections.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 (647-5839 or 647-5700) - Public Works Agency approval (647-5039)Sheet G001. Revise sheet index to include all sheets and description of each sheet submitted and within this package.Sheet G004. Tactile exit signs shall be required at the following locations: (Refer to red marks on plan) - 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.”Sheet G004. Provide and show tactile exit signs complying with Section 11B-703 and in accordance with Section 1013. Provide missing detail 9/G002.Sheet G004. Note on the plans: “Exit signs shall be internally or externally illuminated at all times. Externally illuminated exit signs shall be connected to an emergency power system (batteries, unit equipment or an on-site generator) that will automatically illuminate the exit signs for a duration of not less than 90 minutes in case of primary power loss.” [CBC 1013]Sheet NH-001. Clarify the length of the type 1 rack on the longitudinal length to match structural calculation and section which shows 96”. However, the length shows roughly 6 feet on the floor plan. Revise plan to show correct length and post location.Sheet SED1. Clarify the width of the type 1 rack on the side view to match structural calculation and floor plan which shows 30”.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 inaccordance with Section 15.5.3 of ASCE 7. In your response, please indicate calculation page number where the safety factor applies. Do not response only “see calculation” or “see plan”.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity. In your response, please indicate calculation page number or where the design can be found.