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Home My WebLink About336790_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: 101125982 PROJECT ADDRESS: 3500 S Bristol St Unit# 102 PLAN CHECK ENGINEER: Huang, GaryTEL:714 647-5862 EMAIL: Ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): M PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/16/2025 INITIAL REVIEW 12/27/2025 EXPIRATION 6/14/2026 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Shiv DevidasTaliwar, Arch AIA 3. TEL: (909)591-3939 FAX: (909)591-2098 VALUATION: $55,000.00 EMAIL: architects@designconceptsarchitects.com FLOOD ZONE: X-06059C0259J GUIDELINES/INSTRUCTIONS: Applicant must pick up red marked sheets from the City prior to resubmittal and return the marked up set with resubmittal. The drawings markups (Redlines) are available to pick up at the Building Division counters by walk-ins. Appointments are not required. Our business hour is Monday through Thursday and alternative Fridays from 8:00 am to 3:00 pm. See the Holiday and Closed Friday Schedule before you plan your visit. Plan Check Comments Instructions - Review all corrections and provide a written response.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 [two] corrected sets of plans. Resubmittal Instructions – Provide a written response to the Plan Check Comments. Provide two copies of the latest construction document (drawings, calculations, and others related document). Provide one additional copy of drawings for new constructions or additions. Resubmit all construction document with one of the three options below: Resubmittal Bin: Complete the Plan Check Re-Submittal Form along with the resubmittal. The resubmittal bin is available at the City Hall Ross Annex lobby, Monday through Thursday and alternating Fridays from 8:00 am – 4:00pm. See the Holiday and Closed Friday Schedule before you plan your visit. Walk-ins: Daily walk-ins are available for resubmittals at first come first serve basis. Please note all scheduled appointments will be served first prior to any walk-ins. Appointment: Call the Building division at 714-647-5800 to schedule a resubmittal appointment, or contact your assigned permit counter staff for your specific project. GENERAL REQUIREMENTS Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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 set of drawings (647-5839 or 647-5700). ☐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 issuance. ☐School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work. ☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). Plan Check Expiration – This plan check will expire after 180 days from the submittal date unless the applicant request for an extension. The extension request must be in writing and demonstrate a justifiable cause. The Building Official is authorize to grant a one-time extension of additional 180 days. If the extension request is approved, all plan checks will expire after 360 days from the submittal date. No further extension will be granted after 360 days from the submittal date. MEP Reviews – This review does not include Mechanical, Electrical, and Plumbing (MEP). Additional plan check fee will be required after the third review on hourly basis. PLAN REVIEW COMMENTS:Sheet T-1:Identify/indicate the location of van accessible parking on plan[The parking space to the right of access aisle can not be van accessible parking. Van parking spacing shall have accessible aisle on the passenger side. Please update note callout]Revise structural sheet S-00 to sheet S0 to match sheet page numberSheet A-2Proposed floor plan keynotesNumber 5: provide detail 13/AD-1 for review Number 30: identify the height of shelving on plan The shelving height more than 6’-0” required separate permit Provide shelving anchorage detail and calculation for review Note on floor plan the use and occupancy load of each room and/or area. Relate each use to a CBC table item. [Architect to verify occupancy load calculation with sheet A-7 calculation. There are discrepancies] Identify each window and door type on plan, typical at all locations. Update the window/door schedule on sheet A-6 to match on plan. The identification shall include (E) door(s) and (E) window(s).Identify door type to the package hub area & pharmacy area. The flip (up/down) door type is not allow. Provide swing hinge door typical. Identify legend symbol on planMailbox are provided in an interior location, at least 5%, but no few than one, of each type shall comply with section 11B-309. Identify/provide operable parts detail(s) & location on planIdentify clear width between shelves on plan per11B-403.5.1. 36” minimum if serving element on only one side, and 44” minimum if serving elements on both sides. See red-marked plan for locations[Please verify on plan for red-marked locations. The clear width between shelves on plan when serving both sides shall be 44” minimum, for example at the prescription counter desk and 54” high pharmacy shelving]Provide construction detail(s) for door hardware, kick plate requirement that are part of an accessible route. Identify on planIdentify all required dimensions on plan for wall locations. See red-marked plan for locations Identify on plan the location of accessible counter, and its required length, and depthReference on plan detail of sales and service counters clear floor space, including the its forward approaching spacingSheet A-6Identify and update the window schedule per plan Identify and update the door schedule per plan[Table identify that for door hardware schedule on sheet A-1; however, there are no door hardware schedule found on sheet A-1. Provide appropriate detail reference for review]Sheet ADA-1Detail 2: Verify reference 7/AD-1.Specify what is 3’-9” dimension is referenced to Detail 6:Identify flush control height in detail Identify what is the 33” height dimension is referenced to/forWhere mirror is not located above the lavatories or counter tops shall be installed with the bottom edge of the reflecting surface 35” above the finished floor or ground (11B-603.3)Sheet ADA-2Detail 10: identify the accessible sink on plan Sheet S-0Update seismic design coefficient, such as Ss, S1, SDS per ASCE 7-16Update basic wind speed to 95mph Sheet S-1Detail 2Detail 6/SD-1 callout using 3x12 ledger instead of 3x10 on plan. Coordinate callout with detailDetail 12/SD-1 callout using 2x10 @16” o.c. ceiling joist instead of 2x8 on plan. Coordinate callout with detail Foundation plan keynote:Number 9: detail 3/SD-1 shown rebars are #5@18” o.c.Footing schedule:Detail 3/SD-1 shown using 2-#5 at top and bottom. Coordinate with detail Foundation plan general note:Number 4: coordinate concrete slab on grade thickness and rebar size and spacing with detail[Coordinate concrete slab on grade thickness. Plan key note #9 identify as 5” thick slab]Sheet SD-1Coordinate structural detail(s) with architectural detail(s) on sheet AD-1, as they are showing deferent construction materials (metal stud vs wood stud). Clearly identify on architectural plan which wall are metal studs and which walls are wood stud. Detail 3: provide detail of weep screed for reviewprovide depth of (N) footingplan provide 12” concrete curb. Show on detail how 12” concrete curb is integrated with (N) footingDetail 6:Coordinate ledger size with the callout on plan Detail callout 2x10 floor joist, should it be ceiling joist?Detail 9:Provide legible text for reviewDetail 11:Provide legible text for reviewDetail 12:The detail connection assembly for (N) ceiling joist to (N) exterior wall is unstable, as it is creating a hinge condition). Revise/provide either continuous stud to floor framing or provide kicker to brace. Provide complete connector in this detail to demonstrate the load path from floor framing to foundation. 2ndPLAN REVIEW COMMENTS [1/20/2026]:Sheet A-2Provide/identify on plan swing door maneuvering clearance per 11B-404.2.4 in all directions Doorways without door required 48” maneuvering clearance. See plan for location at the pharmacy officeManeuvering clearing for the door from the push side required 48” clearance. Door type #7 at customer area does not have the clearance required Provide door identification at the mail service areaSheet AD-2Detail 10: provide connection for the 2x metal stud diagonal braces to existing roof framing Sheet AD-4Detail 2: provide legible door hardware height(End of Comment)