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Home My WebLink About257376_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: 101101201 PROJECT ADDRESS: 3603 W Garry Ave PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862 EMAIL: fHeidari@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III B, SPK OCCUPANCY CLASSIFICATION(S): B, F-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/26/2019 INITIAL REVIEW 9/4/2019 EXPIRATION 2/22/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Darian Radac 3. TEL: (310)709-4476 FAX: VALUATION: $483,465.00 EMAIL: darian@novumarchitecture.com FLOOD ZONE: X-0602320258J APPLICABLE CODE: 2016 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.See red marks on sheets A-0.0, A-0.4, A-1.0, A-2.0, A-2.1, A-5.0, A-6.0, A-7.1, S-1, S-2, S-4, and S-4.Revise drawings to show compliance.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.Since these are no communications or openings in these 3 suites, the MEP plans for Suites, “B”, “C”, and “D”; shall not bedesigned as independent from each other. 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. - Orange County Fire Authority 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 issuanceA separate Building Permit Application is required for: - Each building/each suite in this building.City records note the type of building construction as IIIB under a previous code edition. Please note type of construction on drawing as IIIB based on the 2016 California Building Code Chapters 5 and 6.The length of a common path of egress travel in Group B, F and S occupancies shall not be more than 100’, provided that the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.CBC Section 1006.2.1.The length of common path of egress travels in Suites “C” & “D” exceeds 100’. Revise drawings to show compliance. See red marks on sheet A-04.Exiting from any occupied point in a building or structure on the subject site must be continuous, unobstructed, and undiminished to a public way. This includes gates which must show compliance with CDB Section 1010. Revise drawings to show compliance full compliance for these two gates shown on the site plan.Please check with OCFA and obtain their approval for reducing the “FIRE ACCESS LANE” for this building from 20’ to 15’-4” due to placing vehicle gates and steel bollards.Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms. In suite “D, rated corridor is interrupted by a room which does not comply with CBC Section 1020.6. Revise drawings to show compliance.Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”CBC Section 1008.2.1, Requires means of egress from all occupied parts of the building be provided with at least 1’ candle of light at floor level. Show compliance or note on the architectural drawings for this item.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 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.”CBC Section 11B-208.3.1. Accessible parking spaces serving a particular building or facility shall be located on the shortest accessible route from adjacent parking to an accessible entrance. Since these are no communications of openings in these 3 suites, the accessible parking space serving each suite shall be on the shortest distance from parking to the entry door.Revise drawings to show compliance.Also, in buildings with multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located closest to the accessible entrances.Note on the drawings hot water and drain pipes under lavatory shall be insulated.Drinking fountains serving the area of new work shall be accessible. Show compliance with CBC Section 11B-211 and California Plumbing Code.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - New opening(s) in bearing wall(s) - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof) - New equipment screening on roofPer CBC Section 1607 and item # 26 of Table 1607.1, Roof live load is 20 PSF. The roof live load on the drawings and calculation shall be updated for this value.For detail # 4/S-4, provide a sequence of construction for this footing enlargement/ reinforcement.The gross weight of proposed equipment on the roof shall be called out on the roof framing plan.Some of the details on sheet “S-3” shall be updated to reflect the proposed framingreinforcement.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.A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.