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Home My WebLink About237910_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: 10195378 PROJECT ADDRESS: 1800 E McFadden Ave PLAN CHECK ENGINEER: So, AnsonTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/24/2018 INITIAL REVIEW 2/11/2018 EXPIRATION 7/23/2018 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Behrad Kovcheri 3. TEL: (714)576-9802 FAX: VALUATION:$578,421.00 EMAIL: Architect16@pironadg.com FLOOD ZONE:X-0602320276J APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS GENERAL REQUIREMENTSThe 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 2016 California Building Standards Code with local 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.Please return marked up set of drawings with corrections.Resubmit 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.All persons preparing plans and specificationsshall sign those plans and specifications. This requirement applies to both exempt and non-exempt projects. Business and Professions Code Chapter 3, Division 3, Section 5536.1(a).Include address and telephone number of the responsible designer, and date of signing of drawings.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 714-647-5800 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)☒Public Works Agency approval (647-5039)☐Fire Department approval on the corrected/final sets of drawings (647-5839 or 647-5700)☒Police Department approval on the corrected/final set of drawings (647-5840)☐School District Compliance Certificate; a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.☐County of Orange Health Department approval on the corrected/final set of drawings (667- 3600)☐Grading Permit - Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039)☒Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance☐Information Technology equipment rooms require a completed electrical plan check prior to issuance of the building permit to ensure compliance with the 2016 California Electrical Code (CEC) Article 645, Electronic Computer/Data Processing Equipment. CEC Article 645 may require fire-rated walls, floors, and ceilings for the computer room(s). For additional information, contact Mr. Scott Davis, Electrical Plan Check at (714) 647-5822.A separate Building Permit Application is required for: Each building, Each structure, Each sign, Trash enclosure(s), Fence(s), Block wall(s), Light standard(s), Pedestrian protection, Demolition, Site improvements, Storage Racks, Screen Wall for Proposed Equipment.State Division of Occupational Safety Permit (Cal/OSHA) (939-0145). A Cal/OSHA permit is required: For construction of trenches or excavations which are 5‘or deeper and into which a person is required to descend. The construction or demolition of any building, structure, false-work, or scaffolding more than three stories high or the equivalent height.Delete all notes and details from drawings that are not a part of the work to be done under the subject building permit application. Clearly indicate the scope of work on the building permit application.Revise project job description on the building permit application worksheet to reflect the work to be done under the subject building permit application.Construction drawings must clearly show all work to be done under the subject building permit application. Sheet T0.01 Specify occupancy groups under Legal Description. Revise Types of Construction to “VB” under Legal Description. Actual floor areas exceed the allowable area per CBC Section 506.2.4. Provide an allowable area analysis per Section 508. Sheet T0.02 Provide occupant number in each room. Specify the occupant load factor used in each room. Use occupant load factor of 50 in the gym, 15 for conference room, and 20 in training center. Show number of occupant load at egress path merges towards exits. Show common path of egress travel distance from the gym and conference room. Choose the most remote location of the room for the purpose of measuring common path of egress travel. Identify the total number of occupant load at each floor. Identify the total number of occupant load at each exit. Calculate the minimum width required by the Building code and show the actual width provided at doorways. Show the exit separation distance between the two double-doors. Sheet T0.03 Calculate occupant load at each room and show the aggregate sum of occupant load as egress path merges. Please clarify the intended use in “Flex Room” and “Show Room”. The intended use will serve as a base for occupancy and occupant load calculations. Doors shall swing in the direction of travel for occupant load number greater than 50. Verify the number of occupants in the Flex room and Show room. It appears stair #1 and stair #2 is unenclosed stairways. Measure egress travel distance to the first floor exit. Sheet T1.1 through T1.3 Enlarge font size. Sheet A0.03 For 58 parking spaces provided, 3 accessible parking spaces are required. However, only 2 accessible parking spaces provided. Provide one additional accessible parking space as needed. Sheet A01.1 Revise detail call-out number to “1/A4.2” in existing men and women’s restroom. Specify panic hardware for door “125”, “124”, and “122” on the door schedule. Show fire rating for door “102” and “106” on door schedule. Sheet A0.2 Show tempered glazing on the window/door schedule for door number 215. Door 230 reduces exit width more than 50% at stairway landing. Revise design as necessary. Sheet A0.1.5 Identify new skylights on roof plan. Sheet A04.1 Provide details on one-hour assemblies on the lobby enclosure. This includes existing walls, openings, glazing…etc. The bottom handrail near the elevator shall extend one-foot in the direction of travel. Sheet A04.3 Detail C & D: the minimum dimension on grab-bar shall be 33 inches minimum measure to the top of gripping surface. Detail C: A curb is shown between shower area and adjacent space. Specify maximum threshold for wheelchair access. Detail C: Specify 40 inches maximum to the bottom of reflective surface of the mirror measured from the floor. Sheet A07.3 Show the “Tow-Away” signage location per Section 11B-502.8 on detail 5. Specify maximum slope of 1:12 at the curb ramp. Maximum value implies construction tolerance on the field is not permitted. Identify “Van” Parking space with signage on detail 5. Specify blue color on access aisle border. Please mirror the image on the international symbol of accessibility on detail 5. Identify the minimum width of curb ramp on the left-hand-side of the accessible parking space. Show the minimum landing dimension at the double door near the top landing of curb ramp.Structural drawings and structural calculationsStructural drawings and structural calculations have been reviewed and approved.