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Home My WebLink About284222_1_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: 101109439 PROJECT ADDRESS: 2211 S Susan St PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@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 2/11/2022 INITIAL REVIEW 2/20/2022 EXPIRATION 8/10/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Brad Kenson 3. TEL: (949)228-5687 FAX: VALUATION: $75,000.00 EMAIL: brad@rootsproperties.com FLOOD ZONE: X-0602320258J APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS All items noted on this plan check report 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.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) - Orange County Sanitation District (714) 593-5756Add (__) new rooftop units into this permit application. Sheet TS. Revise scope of work to include new rooftop units into the scope of work description.Provide roof plan. Show location of the new roof-top-units, roof-screen details and distance to the building of each new roof units to locate the unit.Provide rooftop units’ specification on plan, including dimensions and, weight on plan. Preferably on the same drawing as roof plan.Show compliance on plan. Guards shall be provided where various components that require service are located within 10 feet (3048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof or grade below. The guard shall extend not less than 30 inches (762 mm) beyond each end of such components. The guard shall be constructed so as to prevent the passage of a sphere 21 inches (533 mm) in diameter.Sheet TS. Revise plan to show all occupancies on the building: B, F1, S1.Sheet TS. Indicate where the door schedule can be found in the sheet index, which sheet?Sheet TS. In sheet index, add separate permit number on all referenced sheets. (101104127)Sheet ST1.1, D1.0, ID1.0 and ID1.1. Revise building layout on plan to show clear corridor (no door) and new exterior exit door (D3) to match approved plan (sheet TS-5, 101104127). See redlines on those plans.Sheet ST1.1. (2) means of egress is required form flower room #4. Revise egress path, measured from the remotest point within this room to the nearest exit. Show common path of travel (<75 feet ) and travel distance (<250 feet). See redlines on plans. Per correction #12, there was an approved second exit. Please show on the plan.Sheet ST1.1. Provide additional exit signs by the restroom. The exit signs shall be readily visible from any direction of egress travel and clearly indicate the direction of egress travel. See redlines on plan.Sheet ST1.1. Show occupancy group in all flower rooms: “Occupancy group: F-1”.Sheet TS. Update the occupant load calculation. Use load factor: 150 occ/sf. for all flower rooms.Sheet ID1.0. On plan, show width of the corridor outside all flower rooms, measured between the finish of the walls.STRUCTURALSheet S1.0. Show complete design dead load from calculation page 5 in the design criteria on plan.Sheet S1.0. The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.9 shall be indicated on the plans. (including wind, seismic…)Provide engineering calculations for the support and anchorage of the roof mounted equipment to justify detail 1/S5.0. [ASCE 7-16, Sections 13.1]Structural calculation page 6. The framing design shown on key plan does not match roof framing plan (sheet S2.2.). Please update calculation and plans to be consistent.Structural calculation page 10. The framing design shown on key plan does not match ceiling framing plan (sheet S2.1.). Please update calculation and plans to be consistent.Sheet S2.1. The new W10 x 39 is located at the existing door opening. Please design the support of this steel beam. Revise framing plan and provide necessary structural details and continuous load path to the concrete footing. Structural calculation is needed.Sheet S5.0. Detail 6. The added 4x6 beams shown per plan are not available on the framing plan. Please show those beams on plan, including direction of span and hanger specified.Sheet S3.0. Detail 1. Design footing and its reinforcement tying new and existing concrete footing acting as one spread footing. It is inadequate to solely rely on the slab dowels to transfer the column load into new concrete added footing and distributed uniformly into bearing soils.Structural calculation page 2, page 4. Show compliance with 2019 version of the CBC.Diversified Panel Systems Inc. DPS 500 Series Steel Refrigeration panels for walk-in coolers, freezers and processing areas.Per LARR item #8, complete design calculations shall be submitted. Plans and calculations shall bear the stamp and signature of a California registered civil or structural engineer or architect.Design and calculation shall include vertical and lateral support of the insulated rooms.Provide structural design to justify the 6” wall panel and 12” insulated ceiling panel. Provide span table on plan and circle the design in the table. Show direction of the insulated ceiling panel span. Show maximum allowable span.Provide design and detail for the door header within insulated wall panels.END OF COMMENTS