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Home My WebLink About296821_4_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: 103113347 PROJECT ADDRESS: 917 S Sycamore 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 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/29/2022 INITIAL REVIEW 1/18/2023 EXPIRATION 6/27/2023 RECHECKS: 1.3/23/23 PROJECT APPLICANT CONTACT PERSON: 2.7/10/23 Leticia Vargas 3.9/21/23 TEL: (714)598-9239 FAX: VALUATION: $45,000.00 EMAIL: aljimenez1966@gmail.com FLOOD ZONE: X-0602320276J 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 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 2019 California Building Standards Code with local amendments.( Please change all the notes)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) - County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceShow North arrow on the plans and centerline of labeled street and alley.Ok 3/23/23Provide the following: Pending 3/23/23 provide 72” bottom landing. Landing cannot be on the side walk. - Disabled access compliance must be shown on the site plan. (Show slope and cross slope) Pending 7/10/23, Not clear on the previous submittal shows 7.23% slope, this submittal doesn’t show the slope, please clarify. Remove truncated dome at the sidewalk.OK 9/21/23Show on the plans: ( Our record doesn’t show the building is sprinklered, please provide proper documentation) - Fire Sprinkler System (State purpose of sprinkler system, for example, area increase under CBC Section 506.3, required by CBC Section 903 for type of occupancy, etc.)Ok 3/23/23Identify all the new walls on the proposed floor plan.Pending 3/23/23, are they low height wall?Pending 7/10/23, identify type of the wall with detail. Pending 9/21/23 Provide Height of the wallLabel and note hourly fire rating of:Pending 3/23/23Architect of record please verify if 2-hr fire barrier existing or not.Pending 7/10/23 - Fire barriersPending 9/21/23 ( Note existing 2 hrs fire rated wall between residence and the café. ) - Shafts Fire rating ?Ok 9/21/23 Reference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - ShaftsPending 3/23/23 Provide complete structural drawings and calculation for the shaft if WP 3825 is being used Pending 9/21/23, provide detail for 3M blanket per ESR 1255, on the drawings.CBC Section 708.4, Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire-resistance-rated floor/ceiling or roof/ceiling assembly above, and shall be securely attached thereto. If the partitions are not continuous to the sheathing, deck or slab, and where constructed of combustible construction, the space between the ceiling and the sheathing, deck or slab above shall be fire-blocked or draft-stopped in accordance with Sections 717.2 and 717.3 at the partition line. (provide detail for 2Hr fire rated walls between café and the house) Pending 3/23/23 , On new detail 1/A-1 please identify if there is a parapet wall, if there is provide 2-hr fire rating accordingly to match the wall. Show the wall all the way to the roof sheathing. Pending 7/10/23Ok 9/21/23Provide typical section view detail of all new partitions and ceilings showing:Pending 3/23/23 , not foundPending 7/10/23Pending 9/21/23 provide for partition walls - Size, spacing, and material of framing members - Method of attaching framing to the building structure. Compliance shall be shown with CBC Section 1607.13 for lateral support of the walls. - Sheathing material and details of attachment. Note type, size, and spacing of fasteners. - Heights of partition, suspended ceiling, structure above.Provide on the drawings a complete door schedule, showing:( For the bathroom)Pending 3/23/23, identify all the doors on the floor plan to match door schedule. Pending 7/10/23,Provide for bathroom doorand storage door. Pending 9/21/23 - Door sizes - Hardware complying with exiting and disabled accessibility requirementsAll doors require a level floor landing on each side in accordance with CBC Section 11B.Provide typical door threshold details and details of change in floor covering material. (provide dimension and slope)oK 3/23/23CBC Section 11B-404.2.9Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. Ok 3/23/23 Show path of travel from the restaurant to the storage.Ok 3/23/23Provide landing at both sides of the storage.Pending 3/23/23 show inside landing.Pending 7/10/23Pending 9/21/23Provide 12” clearance to the strike edge of storage door.Ok 3/23/23Provide minimum 60” clear radius in the storage.Pending 3/23/23This is not an existing storage , it is new storage and shall comply.Pending 7/10/23Provide strike edge at the storage room.Pending 9/21/23Show illumination and exit sign requirements in accordance with CBC Section 1013 shall be shown on the drawings. Be specific as to the type of exit signs to be installed.Ok 3/23/23 Provide minimum 36” long counter for accessible counter. Ok 3/23/23Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: Pending 3/23/23, show anchorage for the RTU. - Removal of bearing wall(s) Pending 7/10/23, provide calculation to show 2x6 can carry load from new parapet and load from the hoos. Provide blocking on detail 2/A-5. - New opening(s) in bearing wall(s) - New equipment screening on roof - Structural support of shaft(s) and/or hood(s) Pending 9/21/23 , IF the load from parapet wall will be transferred to the ceiling joists , please also add Type I hood weight to the ceiling joists calculation.Detail 1/A5.2, provide full height blocking from ceiling joists to the roof rafters. Please see red mark. Pending 3/23/23, show on detail 1/23/23Ok 7/10/23Provide blocking between rows of ceiling joists on detail 1/A5.2 , since ceiling joist is not designed to carry lateral load. Pending 3/23/23, not found.Ok 7/10/23 Provide calculation to show 2x6 roof rafter can take load from screen bracing.Pending 3/23/23, not found. Please identify the pages on the calculation. Pending 7/10/23 Not found provide Pending 7/10/23, provide calculation to show 2x6 can carry load from new parapet and load from the hood. Provide blocking on detail 2/A-5.Pending 9/21/23, please see comment # 26.Provide top view for type I Hood to show number of connections, location and attachment detail for the hood.Ok 3/23/23 Provide detail how existing ceiling joists are supported over new beam. Pending 3/23/23 Show detail on the drawingsPending 7/10/23 are there overlapped. Any support for the ridge beam ?Pending 9/21/23 Per our conversation please consider roof weight and the ceiling weight to design the beam. 3/23/23On the drawings show detail for seismic strap for the water heater.Ok 3/23/23Provide height of the shelving in the storage and inside the café. Ok 3/23/23UBC is outdated, please provide updated code references on the engineering calculation. Ok 7/10/23Provide detail for the clearance of the type I hood and combustible material. 7/10/23 Ok 9/21/23Provide weight of the hood on the drawings to match engineering calculation. Verify total load for the hood on sheet 1 / 2 of engineering calculation. 7/10/23Pending 9/21/23, clearly show on the calculations and the drawings,