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HomeMy WebLinkAbout243588_6_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: 10197009 PROJECT ADDRESS: 3608 S Bristol St PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812FAX:714 647-5897 TYPE OF CONSTRUCTION: V B, SPK OCCUPANCY CLASSIFICATION(S): A-2, B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/16/2018 INITIAL REVIEW 7/28/2018 EXPIRATION 1/12/2019 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Simon Ho 3. TEL: (213)365-8981 FAX: VALUATION:$300,000.00 EMAIL: june@idncdesign.com FLOOD ZONE:X-0602320259J 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.The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2016 California Building Standards Code with local amendments.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.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) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)- 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.Enlarge path of travel to show compliance with accessibility requirements with detail , including curb ramp, truncated dome, slope,….Show all the entrances and exit doors on the site plan.Please revisit Demo plan and make the changes to show removed walls and doors are matching floor plan.Provide typical section view detail of all new partitions and ceilings showing: - Size, spacing, and material of framing members - Note gauge and ICC Research Report number and installation/construction requirements for metal framing members. - Method of attaching framing to the building structure. Compliance shall be shown with CBC Section 1607.13 for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations and drawing prepared by a registered engineer are submitted for review. Submit structural engineering calculations for walls in rooms with a floor to building structure above height greater than 14’. - Provide on the drawings details for the lateral support of partitions, rails and similar space dividers less than 5’ 9” in height. - Sheathing material and details of attachment. Note type, size, and spacing of fasteners. - Heights of partition, suspended ceiling, structure above.Provide dimensioned floor plan.Occupant load is calculated as follows: - Lunch Room 15 PersonsCBC Section 1027 Exterior exit doors shall lead directly to the exit discharge or the public way.CBC Section 11B404.2.7, 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 11B404.2.9Note 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.Stairways shall show compliance with CBC Sections 1011 including applicable disabled accessibility requirements. - Dimension rise of steps shall be not less than 4” or greater than 7”. The run shall not be less than 11”.CBC Section 11B504The upper approach and the lower tread of each interior stair shall be marked by a strip of clearly contrasting color at least 2” wide placed parallel to and close to (not more than 1” from) the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip-resistant as the other treads of the stairs.Provide handrail details on the drawings showing compliance with11B-403.6 - 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”.Any accessible route of travel shall be considered a ramp if its slope is greater than 1’ rise in 20’ of horizontal run (5-percent gradient) and show compliance with CBC Sections 11B-405.CBC Section 1133B.5.4.2, Size of top and bottom landings. Top landings shall be not less than 60” wide and shall have a length of not less than 60” in the direction of ramp run. Landings at the bottom of ramps shall have a dimension in the direction of ramp run of not less than 72”.CBC Section 11B505, 11B505.101.1 Handrails for ramps: - Are required on ramps that provide access if  the slope exceeds 1’ rise in 20’ of horizontal run (5-percent gradient), except that at exterior door landings - Shall be placed on each side of each ramp, shall be continuous the full length of the ramp - Shall be 34 to 38” above the ramp surface to the top of the handrails - Shall extend a minimum of 1’ beyond the top and bottom of the ramp and shall be parallel with the floor or ground surface - The ends of handrails shall be either rounded or returned smoothly to floor, wall or post - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail - The grip portion shall not be less than 1¼” nor more than 1½“ in cross-sectional nominal dimension or the shape shall provide an equivalent gripping surfaceProvide 60” landing at door “ D” in the storage.Show size of all openings (Doorway) CBC Section 1013.1 Provide a directional exit sign at changes in exiting direction.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-202.4 - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsIf 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-247.1.2.5CBC Section 11B403.5.1. 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.All dining, banquet, and bar facilities shall be made accessible to persons with disabilities as provided in CBC Section 11B-226.1. At least 5%, but not less than one of the seating spaces in each functional area is accessible as follows: - Provide a minimum 30” x 48” wheelchair clear floor space. - Provide knee space at tables at least 27” high, 30” wide and 19” deep. - Provide height of tables between 28” – 34” from the floor ground. - Provide access to accessible seating space(s) by aisles with a minimum of 36” in width.Counters where food or drink is served shall show compliance with the following: - Top of counter is between 28” – 34” above the finish floor. - Knee clearance to be a minimum 27” high, 30” wide, and 19” deep. Exception: Knee clearance is not required at checkout counters or service counters. - Clear floor space a minimum of 30” by 48”.Complete the attached Disabled Accessibility Documentation Form.On the application shows Roof mounted Equipment, please add it to the scope of work and provide roof plan and engineer calculation and attachment detail.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof) - Structural support of shaft(s) and/or hood(s)Provide complete detail to show glass partition on detail 3/A6.1 will be supported laterally and vertically.Provide 1 hr fire rated shaft or equivalent material Detail 3/A6.2, shows new hood, please show on the floor plan.Detail 1/A6.2 doesn’t match the location.Show how Deco partition on detail 4/A6.1, will be supported laterally and vertically.