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HomeMy WebLinkAbout230817_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: 10193153 PROJECT ADDRESS: 520 N Main St Unit# 250 PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/5/2017 INITIAL REVIEW 6/13/2017 EXPIRATION 12/2/2017 RECHECKS: 1. 07/31/2017 PROJECT APPLICANT CONTACT PERSON: 2. Greg Sadowski 3. TEL: (949)278-1145 FAX: VALUATION:$149,129.00 EMAIL: greg@gts-arch.com FLOOD ZONE:X-0602320276J The recheck of your drawing was completed this morning, 07/31/2017; and the drawing is approved for building permit issuance subject to: Approvals listed under item # 6 from the list below And the detail # 13/A-0.5 to show 7”min -9” max distance from front of the water closet to the centerline of the dispenser per CBC Section 11B-604.7 also, the outlet of the dispenser to be below the grab bar and min of 19” above the finish floor. The approved plans are placed at the plan check counter for your convenience. 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. 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) 647-5862 for an appointment.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. - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - 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. - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceCBC Section 1009.4, Elevators. In order to be considered part of an accessible means of egress, an elevator shall comply with the emergency operation and signaling device requirements of California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders. Standby power shall be provided in accordance with Chapter 27 and 3003. Show compliance on the plans.Separation of exits must comply with CBC Section 1007.101 for the suite # 250. Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways. A minimum of 50’ feet is required between exit doors.Show compliance with requirements of Section 1020 & Table 1020.1 for: “(E) NON-RATED HALLWAY # 200”. Corridors shall be fire-resistance rated in accordance with Table 1020. The corridor walls required to be fire-resistance rated shall comply with Section 708 for fire partitions.CBC Section 1020.5, Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is not permitted. CBC Section 1020.6, 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. Due to alteration of suite 250, provide a cross section for the existing stair near the lines “A” and “3” to show the headroom clearance of 6’-8” for this stair will be maintain.Provide typical complete section view through one-hour corridor(s) showing compliance with CBC Sections 1020 and 708: - Size, spacing, and material of framing members. Note gauge and ICC number and installation/construction requirements for metal framing members. - Method of attaching framing to the building structure. - Sheathing material and details of attachment. Note type, size, and spacing of fasteners. - Height of partition, suspended ceiling, structure above. - Reference each wall and ceiling fire-resistive assembly to a CBC Chapter 7 Table and item number. - Fire/smoke damper locations, installation requirements, and required access doors. 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. The door and frame shall bear an approved label. Doors shall be maintained self-closing or shall be automatic closing by actuation of a smoke detector. 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.The lobby shall completely separate the elevators from the corridor by construction conforming to Section 1020 and all openings into the lobby wall contiguous with the corridor shall be protected as required by CBC Section 716.5.3.Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”The alteration area under this permit application is about 4145 SF per sheet A2.2 of drawings.CBC Section 1010.1.2.1, Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more.Seems like the occupant loads of suite # 250 with the conference room is over 50 occupants. Therefore, the 2 exit access doors shall swing out as marked on sheet A1.5 of drawings.Per CBC Section 11B-404.2.7, 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. Locked exit doors shall operate as above in egress direction.Please update the note 17 for door notes on sheet A6.1.Provide handrail details on the drawings showing compliance with CBC Section 1010 and Chapter 11B. - Stairways shall have handrails on each side. - Handrails shall be 34 to 38” above the nosing of treads. - Handrails shall extend a minimum of 12” beyond the top nosing, and shall extend a minimum of 12” plus the tread width beyond the bottom nosing. - Ends of handrails shall be returned or shall terminate in newel posts of safety terminals. - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail. - The handgrip potion of handrails shall not be less than 1¼” nor more than 1½” cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8”.CBC Section 1008, 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.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 RAMP DOWN”“EXIT STAIR UP”“EXIT RAMP 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. Seems like the site improvements such as: exterior rout of travel and the parking upgrade is submitted under plan check # 10193227. Please add a clear note on the cover sheet of this TI plan to tie these 2 plan checks together. The note shall read that the permit for this TI cannot be issued until the permit for the site improvements is obtained, and this TI –permit cannot be final until the site improvement permit is final.Entrance(s) to the building or facility and primary path of travel to the specific area of new work, alteration, structural repair or addition shall be accessible. Path of travel incorporated all elements from the exterior arrival site to remodeled area.Show compliance with CBC Sections 11B-208.2.1 and 11B-2082.2 for number of accessible stalls for this facility.The code editions on sheet S1.1 and page 1 of calculation shall be updated to 2016 codes.The structural engineer shall double check the loading for 2 X 12 @ 16” O.C. The DL shall be 1.33’ X 32 PSF = 43 #/ft. and calc page 6 using 32 #/FT.