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HomeMy WebLinkAbout171901_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: PROJECT ADDRESS: PLAN CHECK ENGINEER:TEL:714FAX:714 647-5897 TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION(S): PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION INITIAL REVIEW EXPIRATION RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. 3. TEL: FAX: VALUATION: EMAIL: FLOOD ZONE: APPLICABLE CODE: 2010CALIFORNIA 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 4corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. 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.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.All persons preparing plans, specifications, and instruments of service for others shall sign those plans, specifications and other instruments of service for others shall sign those plans, specifications and other instruments of service and all contracts therefore. This requirement applies to both exempt and non-exempt projects. Business and Professions Code Chapter 3, Division 3, Section 5536.1(a).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 (647-5839 or 647-5700) - 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 (fair market valuation) including drafting and engineering cost for all work to be done under the subject building permit application. The valuation of improvements for the subject building permit application shows as $3000.00 is too low.The fair market valuation of improvements for subject building permit has been estimated to be around $30,000.00Occupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers.On the drawings, indicate material name to be stored on the racks.Occupancies using hazardous materials are subject to special requirements. It is the applicant’s/owner’s responsibility, PRIOR TO SUBMITTAL, to make this known to the Building, Planning, or Fire Departments.When there has been a change in use or occupancy classifications, drawings shall show compliance with the CBC requirements for the new classifications. Reference CBC Section 3406.Identify use of each area on the drawings and if applicable show occupancy separation between occupancies based on Table 508.4 of CBC.Indicate aisle and cross aisle CBC Section 1133B.6. 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.Clarify if any work is proposed for accessible parking or path of travel.(When applicable) If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide, complying with the CBC Section 1133B.8.5. Detectable Warning Product Approval. Only approved Division of the State Architect, Access Compliance (DSA/AC) approved detectable warning products and directional surfaces shall be installed in accordance with CBC Section 1133B.8.5.Note on the drawings and submit a copy of ICC Research Report for anchor bolts.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:- Storage racks over 8’ high. For storage racks of lower than 8’ high, provide positive attachment from each rack to floor. -Steel storage racks and their anchorage, where the importance factor is equal to 1.5 in accordance with Section 15.5.3 of ASCE 7.-CBC Section 1707.6, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D.-Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.-Load application and rack configuration drawings shall be furnished with each rack installation. The drawings shall present the permissible configurations or limitations as to the maximum number of shelves or rails, the maximum distance between them, and the maximum distance from the floor to the bottom shelf or rail.-The bottom of all posts shall be furnished with bearing plates. Drive-in, drive-through, and stacker racks shall be anchored to the floor by anchor bolts capable of resisting the horizontal shear forces caused by the horizontal and vertical loads on the rack.-Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity.