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Home My WebLink About248258_3_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: 10198399 PROJECT ADDRESS: 3201 S Shannon St PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B, F-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 11/19/2018 INITIAL REVIEW 11/29/2018 EXPIRATION 5/18/2019 RECHECKS: 1. 01/14/2019 PROJECT APPLICANT CONTACT PERSON: 2. 05/08/2019 Herman Ajamian 3. TEL: (714)313-6815 FAX: VALUATION:$150,000.00 EMAIL: hja@kobradesign.net FLOOD ZONE:X-0602320258J Another recheck of your latest drawings shows that drawing has gone through major changes from the original submittal. And a new addition of 384 SF is added to the building. Please provide compliance with the following items: Please double check with Planning Division for this proposed addition. Architect to verify that the area of existing building with proposed addition meets the requirements of chapter 5 of CBC. Provide School District certificate of compliance for this proposed addition. Some of the rooms are shows with sloped floor. Provide clear architectural plans and details for landing at the doors. There is a property line on the East side of this building. Therefore, no opening is permitted on the East side. Also, items # 8, 10, & 23 of the first plan check are remained incomplete at this time. Plan check stopped due to above items and major changes to the drawings. I am of opinion that these plans shall be submitted as new plan check. The recheck of your drawings was completed this morning and the following items from the first plan check are not completed/ done at this time. See the list below for item # 7, 8, 10, 23, & 24. See note in the body of the list below for each item. APPLICABLE CODE: 2016 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. See red marks on the drawings. Resubmit marked original drawings and calculations and this correction sheet. A separate sheet for response may be used.Resubmit 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.This review does not include mechanical, plumbing, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.Please verify if the entry door to this building and the door from lobby to reception area are equipped with closer and a latch. If these doors are equipped with closer and a latch, provide 12” clearance on the push side of these doors. See red marks on sheet “ID1.0”.Provide compliance with CBC Section 11B-608 for proposed shower compartment on these drawings.The revised plan and construction details provided do not meet the CBC Section11B-608.2.3The applicant shall obtain clearances/approvals for the following prior to building permit issuance:This item is not completed at this time. - Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans should be submitted to expedite the process. - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceCBC Section 1017.2. Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1017.2. Per Table 1017.2 the maximum traveling distance for “F-1” & “B” occupancy is 200’ in non-sprinkler building. Please modify the note on sheet TS from 300’ to 200’.Exiting from any occupied point in a building or structure on the subject site must be continuous, unobstructed, and undiminished to a public way. This includes gates which must show compliance with CDB Section 1010. Show compliance for the existing gate at the east side of this property.This item is not completed at this time.Corridors shall be fire-resistance rated in accordance with Table 1020.1. The corridor walls required to be fire-resistance rated shall comply with Section 708 for fire partitions.Please change the occupant load factor for the manufacturing areas on the cover sheet from 500 to 200 per CBC Table 1004.1.2 for agricultural building. With this change of occupant load factor, show compliance with Table 1020.1.CBC Section 1020, Corridor continuity. Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms.Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms.CBC Section 1020.4, Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20’ in length. Provide a complete architectural section of 1-HR. corridor detailing fire resistive rated construction of the walls and ceilings.CBC Section 715.4. When corridor walls are required to be of one-hour fire-resistive construction by Section 1020, every interior door opening shall be protected by a tight-fitting smoke-and-draft-control assembly having a fire-protection rating of not less than 20 minutes. Smoke-and-draft-control door assemblies shall be provided with a gasket so installed as to provide a seal where the door meets the stop on both sides and across the top.Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”Provide specifications for doors hardware (i.e., lever type, push-pull panic, etc) to comply with disabled access requirements.The floor or landing at each side of an exit door shall be level and having a length in the direction of the door swing of at least 60” as measured at right angles to the plane of the door in the closed position. Show compliance with CBC Section 11B-404.2.1 for proposed bathroom door.Hand-activated door opening hardware shall be centered between 34” 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. 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.CBC Section 1008.2.1, Requires means of egress from all occupied parts of the building be provided with at least 1’ candle of light at floor level. Show compliance on the drawings.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 11B-247. Show location of detectable warning on the site plan.This item is not completed at this time.Where a single counter contains more than one transaction station, such as (but not limited to) a bank counter with multiple teller windows or a retail sales counter with multiple cash register stations, at least 5 percent, but never less than one, of each type of station shall be located at a section of counter that is at least 36” long and no more than 28 to 34” high.Show compliance for the sink and the counter in the lobby area.This item is not completed at this time. Provide a section through the counter at the sink area and show compliance with CBC chapter 11B requirements.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - New equipment screening on roof - New opening into the concrete wall at the South side of this building.The calculation for existing girder #2 shows that this girder is over stressed by 10.03% per calculation page 17. Consider reinforcing this girder to reduce the over stressing condition.The calculation on sheet 26 shows 15% over stressing for lateral loads of this building. But, there is no justification how this over stressing is resolved.