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Home My WebLink About298948_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: 101114060 PROJECT ADDRESS: 1211 N Broadway PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 2/24/2023 INITIAL REVIEW 3/3/2023 EXPIRATION 8/23/2023 RECHECKS: 1.3/28/2023 PROJECT APPLICANT CONTACT PERSON: 2. William Beaubeaux 3. TEL: (714)240-2739 FAX: VALUATION: $35,000.00 EMAIL: wbeaybeayx@gmail.com FLOOD ZONE: X-0602320163J APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTSThe 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 2022 California Building Standards Code with local amendments.In addition to the 2022 California Building Code, this project is subject to the provisions of the (Information) 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)GENERAL INFORMATION All items noted on this plan check report and redlines on the drawings must be addressed.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.PLAN CHECK COMMENTS (2ND ROUND OF REVIEW)Cover sheet. Clarify type of construction on plan in accordance with CBC chapter 6. Plan shows type 1N appears not correct.Revise type of construction from VN to VB.Cover sheet. On plan, provide description to show the extent of the scope including in this tenant improvement. Under the current city record, the scope of work is as follows: Label scope of work on plan.Tenant improvement - partition walls to create reception room, office area, exam rooms, (2) new accessible restrooms, break room, office lab, no changes to basement - used for storage only. New accessible ramp to be located at rear of building. Relocate (1) accessible van parking space. Removing 1st floor load bearing wall with a _”x_” beam.Please verify if it matches your design and show it on the drawings.EGRESSProvide illuminated exit signs on plan. The exit signs shall be readily visible from any direction of egress travel and clearly indicate the direction of egress travel.See redline on A-3.3.Provide and show tactile exit signs complying with Section 11B-703 and in accordance with Section 1013.4 at each exit and exit access door.Provide tactile sign detail.Identify information on the tactile exit signs at the following locations:(see redline on A-3.3 and A-4.3)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 word “EXIT STAIR DOWN”: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.”ACCESSIBILITYSigns identifying van parking spaces shall contain additional language or an additional sign with the designation “van accessible.” Signs shall be 60 inches minimum above the finish floor or ground surface measured to the bottom of the sign. Exception: Signs located within a circulation path shall be a minimum of 80 inches above the finish floor or ground surface measured to the bottom of the sign.§11B-502.6Parking identification signs shall be reflectorized with a minimum area of 70 square inches. §11B-502.6.1Provide tow-away parking sign detail and show its location on the site plan. It shall be posted either; 1) in a conspicuous place at each entrance to an off-street parking facility or 2) immediately adjacent to on-site accessible parking and visible from each parking space. §11B-502.8The additional sign shall not be less than 17 inches wide by 22 inches high. §11B-502.8.1The additional sign shall clearly state in letters with a minimum height of 1 inch the following: §11B-502.8.2"Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles may be reclaimed by telephoning The Santa Ana Police Department at (714) 245-8665. CVC 22658a."ACCESSIBLE RAMPThe clear width of a ramp run shall be 48 inches minimum. Plan shows only 36” wide ramp shall be revised. §11B-405.5. Provide 48” wide minimum between the surfaces of the handrail posts.Sheet A9. Indicate in the handrail that the bottom rail is within 4 inches of the finish floor or ground surface. (11B-405.9.2). Show bottom rails on the landing handrail.Ramp handrails shall extend horizontally above the landing for 12 inches minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. §11B-505.10.1. Show top rail extension both sides on plan.BUILIDNG ACCESSIBILITYAdd note to the accessible entrance door #2: Single-leaf door shall provide a minimum 29 1/2 inches clear opening. (CHBC 8-603.3)Provide at least one fully accessible unisex on the first floor. Show dimensions to justify the first floor accessible restrooms. Clearance around water closet shall be 60” measured perpendicular from sidewall and 56” from rear wall. A 60” wide by 48” deep maneuvering space shall be provided in front of the water closet. (CBC 11B-604.3.1 & Figure 11B-604.3.1) (Option: In lieu of separate-gender toilet facilities as required in the regular code, an accessible unisex toilet facility may be designated. (CHBC 8-603.5)). None of the restrooms are fully accessible. Provide at least one fully accessible unisex restroom.Revise restroom layout plan on 7/A-8 to match the floor plan. The interior dimensions are not consistent.Pending.Revise interior floor plans on both level to show no furniture or walls are encroached into the required maneuvering door clearance:Recessed doors maneuvering clearances for forward approach shall be provided when any obstruction within 18” of the latch side at an interior doorway. Comply with door #2 at first level storage room.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9Interior hinged doors and gates: 5 pounds maximum.Sliding or folding doors: 5 pounds maximum.Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5.STRUCTURALProvide structural framing plans, calculation and connection details for the following scope. Plans and structural calculations shall be stamped, signed and dated by a licensed civil, structural engineer or architect. (additional 2 hours plan check feet will be collected)Clarify the floor joist’s framing direction supported on the design beam on the framing plan. The live load shall be based on the CBC Table 1607.1 item #23. For example, office area: 50 psf, corridor: 80 psf. The submitted calculation shows 40 psf live load is incorrect.Removing 1st floor load bearing wall design and justify the 12x4 (4x12?) beam design. Specify the material, grade of the beam and provide posts and foundation design to support this beam.Provide framing and foundation plans.Provide structural details at each connection of the structural members, footings and show the applicable location on the framing and foundation plan. Positive connections and continuous load path for vertical and lateral load paths are required from the 2nd floor to the footing.Provide framing and foundation plan for the new accessible ramp construction.Provide structural connection design for the ramp handrails and guardrails (if provided).Specify a heavy duty suspended ceiling T-bar grid system with ICC number.Clarify the suspended ceiling system on plan per ICC ESR-1308 report: Worthington Armstrong Venture (WAVE) ceiling system on detail 13/A8.END OF COMMENTS