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Home My WebLink About269940_3_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: 101105140 PROJECT ADDRESS: 3400 W Warner Ave Unit# A PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): A-3, B, M PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 11/9/2020 INITIAL REVIEW 11/24/2020 EXPIRATION 5/8/2021 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Tatev Oganyan 3. TEL: (818)237-7867 FAX: VALUATION: $6,000,000.00 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 (714) 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 (714) 647-5840 - Public Works Agency approval (714) 647-5039 - Orange County Sanitation District (714) 593-5756PLAN CHECK COMMENTS:Sheet A-0.0.0. Code analysis:Clarify the “occ classification” and “occupancy” to be consistent.PC2: revise the occupancy group for this project to: A-3, B, M, and S-1.Sheet A-2.0.0A and A-2.0.0B. Provide wall detail on the legend #342, #386, #600, #601, #603 and #620.PC2: Provide wall assembly and connection details for wall #342.EGRESSPosting of Occupant Loads (CBC 1004.9): Any room used that is used for an assembly purpose shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit or exit-access doorway.PC2: Provide signage in the reception room #101.Sheet A-1.5.0. the break room #127 conference room #144, training room #149:Revise egress/occupancy summary table to show correct occupancy group, occupancy load, area, and total load.PC2: Sheet A-1.5.0:Update occupancy in break room #127, conference #144 and training #149 to group A-3.Update the occupancy load factor to 15 net in the training room # 149.Update the occupancy group to S-1 in room #107.Sheet A-1.5.0.Provide exit signage details showing compliance on plan.For the purpose of Section 1013.4, the term “tactile exit signs” shall mean those required signs that comply with Chapter 11B, section 11B-703.1, 11B-703.2, 11B-703.3 or 11B-703.5. PC2: Detail 26/A-9.0.0. Show mounting height for wall-mounted signage. Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Refer to Figure 11B-703.4.1. (11B-703.4.1).Sheet A-1.5.0. Two turnstiles are designed for egress occupancy 36 and 37, located in the common wall between dispensary and reception shall fully complied with section 1010.3. Provide manufacturer cut sheet on plan. Response in writing to justify to meet each code section. (No deferred submittal)PC2:Provide manufacturer’s name and model of the security accessible and egress deviceon plan. There are several configurations in the manual. Specify device configuration on plan to create a single 36” wide passageway on each designated egress turnstile.On sheet ID3.0, provide entire CBC Code section 1010.3.2 on the drawings.ACCESSIBILITYSheet A-2.2.0, A-2.2.1. Provide required restroom signage (wall and door-mounted) on plan.PC2:Sheet A-2.2.0, A-2.2.1. Provide geometric symbols at the entrance to restroom (11B-216.8.1) and make reference to detail 4/A-9.0.0 on plan.Detail 4/A-9.0.0. Delete Pictogram on signage “B-men” and “C-women”. (11B-703.7.2.6).Sheet A-2.2.0, A-2.2.1. Make restroom wall-mounted signage to detail 3/A-9.0.0 on plan.Detail 3/A-9.0.0. Provide braille and mounting height in this detail. Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Refer to Figure 11B-703.4.1, Fig. 11B-703.6.1, and (11B-703.4.1).Refer to additional plan check comments on the red line set, marked on the drawings.PC2: Sheet A-1.0.0, A-1.1.0 and sheet A-1.1.1:At the southwest corner of the building, the built-up curb ramp does not comply with building code CBC 11B-406. It is recommended to reduce the slope not to exceed 1:48 to design as accessible walk. Revise site plan and detail 3/A-1.0.0.Provide detectable warnings at the border adjoining vehicular way. The detectable warnings should be located on the safe side.CALGREENProjects with valuation of $200,000 or above shall meet all of the requirements of 2019 CalGreen, Divisions 5.1 through 5.5.Plans shall indicate method of verification of compliance with all CALGreen requirements. Third party or other methods shall demonstrate satisfactory conformance with mandatory measures. Include City's Mandatory Measures Checklist “GRN-03_CalGreen Non-Residential Checklist” copies onto plans.PC2: No response to this comment.STRUCTURALThe licensed professional who stamps on the structural plans must stamp, sign and date the cover page of the structural calculation.PC2: Missing stamp, signature and date on the structural calculation cover page.Sheet A-8.0.0. Cross-reference interior non-bearing wall design into the wall legend on sheet A-2.0.0A and A-2.0.0B.PC2: Specify fasteners at the diagonal bracing connected to the partition and roof framing in detail 1/A8.0.0.Provide structural design for the exterior wall to support the most critical load combination to support lateral and gravity load. Provide structural framing and detail for exterior wall type 386A (Refer to sheet A-7.0.0 wall section #4).PC2: Design the connection to support the lateral out-of-plane forces per most critical load combination in CBC Section 1605. Specify fasteners in detail at the top and bottom of the bracing point of the exterior wall. Sheet AD-2.0.0. Refer to note #227 and elevation #2, a column located in front of the future screen wall will be removed. Design structural support for the girders and design continuous load path from the girders to the W21x48 steel beam. No information is provided in detail 4/S200.PC2: Sheet S100. Detail Y. Revise steel beam to W21x73 (member M6) per structural calculation page 31.Sheet S200. Detail 1. Justify if the existing concrete footing is capable to support the point load from both H6x4x1/4 columns (member M4 and M5 in the structural calculation). Show dimensions of the footing dimensions on plan.PC2: Provide additional calculation to justify footing per ACI318-14 Section 13.3 and the reinforcement. The calculation shown on page 34 also does not include the force from existing load-bearing concrete wall (refer to applied load on page 34).Or design new footing to support the load.Sheet S100. Foundation plan. Provide footing information on the foundation plan.Sheet S200. Detail 4. Revise embedment of the ¼” diameter screw to have 2.75” minimum per structural calculation.PC2: Please revise the embedment on the drawing. Submitted plans are not revised.NEW COMMENTS FROM 2ND REVIEW PER REVISED PLANS:On new submitted sheet ID-3.7, provide accessible counter at the reception area complying with CBC 11B-904.4. (Refer to sheet A-2.0.0A for location.). Provide counter section and revise counter elevation to show compliance. (detail 7/ID3.7 shows 36” counter height exceeds 34” for maximum accessible counter height)Sheet ID-3.6. Revise detail 9/ID-3.6, 10/ID3.6 and 11/ID3.6. Provide 36” long minimum and 34” high maximum accessible counter above the finish floor. The accessible counter shall extend the same depth as the provided counter top. (CBC 11B-904.4 and 11B-904.4.1).