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Home My WebLink About263353_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: 101103172 PROJECT ADDRESS: 1230 E McFadden Ave PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III A OCCUPANCY CLASSIFICATION(S): B, M PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 2/18/2020 INITIAL REVIEW 3/1/2020 EXPIRATION 8/16/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Kevin Le 3. TEL: (626)275-6800 FAX: VALUATION: $200,000.00 EMAIL: 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.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 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.Please see Public works, if grading permit is verify if Grading permit is required.Our record doesn’t show building is sprinkled, please provide documentation.Construction type of the building is Type IIIA, please revise drawings accordingly.Indicate detail and section references as to their appropriate location on plan view.Please note on the cover sheet “Walk in cooler” is under separate permit.Provide elevation from sidewalk to the parking, is there any curb or zero curb.Show length of the truncated dome on the top of the ramp.Show slope and cross slope for the curb ramp.Reference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - Structural ElementsShaft - Fire wallsProvide typical section view detail of all new partitions and ceilings showing: - Size, spacing, and material of framing members - Note gauge and ICC Research Report number and installation/construction requirements for metal framing members. - It is the project designer’s responsibility to coordinate work with the various trades to ensure that the size of the wall cavity will be large enough to accommodate piping, fittings, ducts, etc. There has been a continuing field problem of 2½” wide metal studs not being able to accommodate plumbing pipes. - Method of attaching framing to the building structure. Compliance shall be shown with CBC Section 1607.13 for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations and drawing prepared by a registered engineer are submitted for review. Submit structural engineering calculations for walls in rooms with a floor to building structure above height greater than 14’. - Heights of partition, suspended ceiling, structure above.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 a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate:“EXIT STAIR DOWN”“EXIT STAIR UP” - 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.”It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4: - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsWalks and sidewalks shall not have cross slopes exceeding ¼” per foot (2% slope). Slopes along the path of travel shall not exceed 5% unless designed as a pedestrian ramp in accordance with CBC Section11B-403.CBC Section 11B-208.2.4. One in every six accessible spaces, but not less than one, shall be served by an access aisle 8’-0” (96”) wide minimum and shall be designated van accessible as required by Section 11B-502. The words NO PARKING shall be painted on the ground within each eight’ loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials.Sanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC Section11B-603. And 11B-604.3.1CBC Section 11B403.5.1 Every portion of every building in which are installed seats, tables, merchandise, equipment, or similar materials shall be provided with aisles leading to an exit. Every aisle shall not be less than 36” wide if serving only one side, and not less than 44” wide if serving both sides.Show new (ACE) desk is in compliance with accessibility.Provide minimum 36” clear opening at the ACE desk.Show Taco bar counter and cash register are in compliance with accessibility.( Provide elevation)Complete the attached Disabled Accessibility Documentation Form.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - 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 roof - Structural support of shaft(s) and/or hood(s)Provide weight of all the hoods and dimension on the drawings.On detail 15/ S3 show location of (N) 4x6, and show where starts and where ends.Detail A4.1-6 &7, referenced on sheet A1-1.0 are not included.On detail 8 sheet S3, please provide attachment detail to structure above.Provide ICC report and span table for metal studs.On detail S3.0 , provide attachment detail for Diagonal bracing to structure above.Show location of detail 13/ S3 on plan view.Provide complete detail for all new interior walls , are they 2x6 wood studs?For T-bar ceilings , provide attachment detail to structure above( For compression sturts and Bracing wires)On sheet A4, please remove all the details that are not related and call all related details on the plan view.Provide complete roof framing plan.Show location of all new roof top units on the roof plan.In type III-A construction, all roof construction and associated secondary members shall be I-hr rated per table 601. ( Please identify height of every part of roof construction )