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Home My WebLink About261055_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: 101102451 PROJECT ADDRESS: 4040 W Carriage Dr PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): B, F-1, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/5/2019 INITIAL REVIEW 12/13/2019 EXPIRATION 6/2/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Alex Benavides 3. TEL: (714)984-3986 FAX: VALUATION: $100,000.00 EMAIL: Allstarengr@gmail.com FLOOD ZONE: X-0602320258J 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) 647-5812 for an appointment.Please return marked up set of drawings with corrections.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) - Public Works Agency approval (647-5039) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide the following: - Disabled access compliance must be shown on the site plan.Provide path of travel from parking to the building is in compliance with accessibility, to include Ramp, truncated dome,….Show on the plans: - Occupancy Classification(s) - Type of ConstructionIs building 2-story building? per section B/A2.1Provide wall legend to show Demo, New ,Exisitng wall,..Reference each fire-resistive assembly to a CBC Chapter 7, Table and Item number: - Walls - CeilingsProvide complying exiting plan for entire area.Please provide list of the material being packed in the packing room on the drawings.Note on the floor plan the use and occupancy load of each room and/or area. Relate each use to a CBC Table item. Note occupant loads which are the greater number based on CBC Section 1004 and Table 1004.1.2.or the actual number of occupants.EXIT ACCESS. That portion of a means of egress system that leads from any occupied portion of a building or structure to an exit. CBC Sections 1016..Provide number of exits required by CBC Sections 1006..Separation of exits must comply with CBC Section 1007.1.1. CBC Section 1007.1.1, Two exits or exit access doorways. 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. Interlocking or scissor stairs shall be counted as one exit stairway.Table 1006.3.2(2) Exit Access Travel Distance: OCCUPANCYWITHOUT SPRINKLERWITH SPRINKLERSYSTEM (feet)SYSTEM (feet) A, E, F-1, I-1, M, R, S-1200250b B200300c F-2, S-2, U300400cCBC Section 1027, Exterior exit doors shall lead directly to the exit discharge or the public way.Table 1019.2 For Buildings With One Exit:Maximum HeightMaximum OccupantsOf Building(Or Dwelling Units)OccupancyAbove Grade PlanePer Floor And Travel Distance A, B, E, F, M, U1 Story49 occupants and 75’ travel distance H-2, H-3, L1 Story3 occupants and 25’ travel distance H-4, H-5, I, R1 Story10 occupants and 75’ travel distance I-2, I-2.11 Story7 occupants and 50’ travel distance S1 Story29 occupants and 100’ travel distance Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide direct access to grade. The exit discharge shall not reenter a building.Provide on the drawings a complete door schedule, showing: - Hardware complying with exiting and disabled accessibility requirements (CBC Sections 1008.1.8 and 1133B.2.5)CBC Section 11B-404.2.7, 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.CBC Section 11B404.2.9, 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.Provide 60 “ landing at the new bathroom door.Show one of the tables in the breakroom is in compliance with accessibility.Show breakroom sink is in compliance with accessibility.Exit illumination and exit sign requirements in accordance with CBC Section 1013 shall be shown on the drawings. Be specific as to the type of exit signs to be installed.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”- 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.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202: - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsComplete the attached Disabled Accessibility Documentation Form.Provide on the drawings a complete window schedule showing: - Window sizes (provide elevation) - Type and thickness of glazing (type of safety glazing for hazardous locations noted under CBC Section 2406.3Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Storage racks over 8’ high - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof)Provide ICC report and span table for the metal studs and ceiling joists used on the calcs.Show size of the Glu-lam beam on sheet SD1, Deep Glu-lam beam is subject to buckling if supporting walls (laterally) If it is deep provide bracing.Provide complete elevation and construction detail for all the openings.Ceiling joists span for packing room is 33 feet, on calculation shows 22 feet, please revise calculation accordingly.(pg B-10)