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HomeMy WebLinkAbout292108_2_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: 101111812 PROJECT ADDRESS: 5311 W McFadden Ave PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK in-lieu of one-hour OCCUPANCY CLASSIFICATION(S): A-3, E PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 10/18/2022 INITIAL REVIEW 12/5/2022 EXPIRATION 4/16/2023 RECHECKS: 1.2/15/23 PROJECT APPLICANT CONTACT PERSON: 2. James Gartner 3. TEL: (714)560-9210102 FAX: VALUATION: $15,000.00 EMAIL: jg@jgartner.com FLOOD ZONE: A-0602320252J 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.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.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) - 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.Note on the floor plan the use and occupancy load of each room and/or area. ( Area for new class room) ok 2/15/23Provide on the drawings a complete door schedule, showing:pending 2/15/23 - Door sizes (CBC Sections 11B-404) - Hardware complying with exiting and disabled accessibility requirementsPanic hardware shall comply with CBC Section 1008.1.9. Panic hardware shall be provided as required by CBC Section(s): ( Show Sf of the class room)ok 2/15/23 - E Occupancy with an occupant count > 50CBC Section 11B404.2.7, Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. ( Note on the drawings)Pending 2/15/23CBC Section 11B-404.2.9, Note 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. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds.Pending 2/15/23 Provide 12” clearance to the strike edge of the altered classroom doors. Pending 2/15/23Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4:Pending 2/15/23 - An accessible route to the altered area - Accessible restrooms - Accessible drinking fountainsSanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC Section11B-603 and 11B-604.3.1.Pending 2/15/23Provide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances complying with CBC Section 11B-603 and 11B-604.. Pending 2/15/23Drinking fountains serving the area of new work shall be accessible. CBC Section 11B-602 .Pending 2/15/23Complete the attached Disabled Accessibility Documentation Form. Live loads posted. Where the live loads for which each floor or portion thereof of a commercial or industrial building is or has been designed to exceed 50 psf, such design live loads shall be conspicuously posted by the owner in that part of each story in which they apply, using durable signs. It shall be unlawful to remove or deface such notices. Pending 2/15/23 ( provide on the floor plan) Provide schematic plan to show all the shear walls adjacent to the altered shear wall. Ok 2/15/23 This church has occupant load of 300 people or more. The occupancy category for this building is III. please revise calculation per applicable I,per ASCE table.Ok 2/15/23 Provide shear value and ICC report for Hardy frame shear wall. 2/15/23 Provide detail to show how shear and seismic load is transferred from floor diaphragm to the new beam and to the hardy frame wall. Ok 2/17/23 Detail 5/ HFX2 does not match the location, extend the beam over the hardy frame and provide detail to show load from horizontal diaphragm will be transferred to the hardy frame. Ok 2/15/23 Provide connection detail for the beam to the hardy frame.Ok 2/15/23 2/15/23 Sheet A8.0, referenced on sheet A1.0 not included, please revise section detail.