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Home My WebLink About267956_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: 101104511 PROJECT ADDRESS: 3411 W Maywood Ave PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III B OCCUPANCY CLASSIFICATION(S): B, F-1, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/31/2020 INITIAL REVIEW 9/12/2020 EXPIRATION 2/27/2021 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Tom Le 3. TEL: (714)936-9867 FAX: VALUATION: $250,000.00 EMAIL: Tom.le@designua.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. 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 3corrected sets of plans. 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.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) - OC Sanitation District (714-593-7576)PLAN CHECK COMMENTS:Submit a letter addressed to the Building Safety Division describing in detail the manufacturing process from material delivery, storage, handling, packaging, and shipping of finish product. Include an equipment list describing use in the process.Sheet CV1.0 List all deferred submittals and separate building permit items on this sheet, if any.All sheets. The license design professional shall sign and date all sheets by his/her stamp.Sheet A0.1. On site plan, show complete property lines and public-right-of-way on the perimeter of the lot.Sheet A1.0. The travel distance exceed common path of travel per Table 1006.2.1 (measured from room 115, 149 feet >100 feet per Occupancy F), provide two means of egress systems from room 115.Sheet A1.0. IF egress through corridors where two exits are required, the corridor shall be continuous from point of entry to an exit. IF the second exit is through warehouse 132, the corridor shall be extended into the warehouse and all the way to an exit. Please review the design.Sheet A1.0. Provide tactile exit signs at the door #1 and door #2 along the egress route on plan. A minimum 18”x18” clear standing space is required in front of the sign, measured to the center of the sign.Sheet A1.0. Detail 2. Specify type of batt insulation in wall type A1 and B1.Sheet A1.0. Detail 3. Provide connection details at the top and at the bottom of the 4” metal stud partition providing sufficient lateral support.Sheet A1.2. Provide an illuminated exit sign at the junction of corridor 116 and corridor 120. See mark up on plan.Detail 2/A1.0 does not match detail 4/A1.2 on the top support. Please clarify on the floor plan where full-height partition or partial height partition is provided and located and with different wall legend.Structural correction. Refer to reflected ceiling plan and detail 3/A1.2 and 4/A1.2. Provide cold-form steel ceiling design and connections supporting gypsum boards. Provide connection detail with hardware and fasteners specified on the diagonal bracing to the top of roof rafters and at the top of the metal studs.Sheet A2.0. Clarify key note #6. The rollup doors are shown as existing to remain on the proposed floor plan. See key note #19 on sheet A1.0. Please revise plan to make consistence.Provide equipment plan or cross-reference equipment location and model to the architectural plan. Show dimension and weight of the equipment. Note that the interior accessibility shall be provided between equipment. (E.g. clear floor space, interior accessible routes, door accessibility…)Show location of the following equipment on plan: (1) Model 42N Ribbon Blender and (2) BPI equipment “ST400”.Please pick up submitted plans for correction markups.ACCESSIBILITYFill out Disable Access Compliance Form and submit it along with the next re-check document.Sheet A0.1 and detail A0.2. Provide detectable warnings at the exterior doors (at vestibule room 100 and lunch room 102) along the accessible routes. Note that the detectable warnings cannot be placed within the public-right-of-way. Detectable warnings that are 36 inches minimum in depth extending the full width of the pedestrian path or cut-through less than 2 inches maximum on each side 202, §11B-247.1.2.5, §11B-705.1.2.5Provide detectable warning details showing compliance with the following. Detectable warning surfaces at transit boarding platform edges, bus stops, hazardous vehicular areas, reflecting pools, and track crossings shall comply with Section 11B-705.1.1.3.1. §11B-705.1.1.3Add note to plan that “Detectable warning surfaces shall be yellow and approximate FS 33538 of Federal Standard 595C. §11B-705.1.1.3.1”.Sheet A0.2. Provide a marking line at all perimeter of the access aisle border.Please pick up submitted plans for correction markups.GREENThe permit value exceeds 200,000. This project shall comply with chapter 5 of CALGreen code for alteration. Show compliance on plan.Fill out the “GRN-03_CalGreen Non-Residential Checklist” and “GRN-04_CalGreen Non-Residential Certification” form. Incorporate those forms on the plan for re-check.STRUCTURALSheet S1, S2 and SD-1. Refer to architectural floor plan, the partition walls are specified metal studs construction. See detail 2/A1.0 and 3/A1.0. On the structural plans and detail 3/SD-1 and 5/SD-2. Please revise design to be consistent with the architectural plans. Detail 4/SD-1 does not apply to type IIIB construction.Refer to reflected ceiling plan and detail 3/A1.2 and 4/A1.2. Provide cold-form steel ceiling design and connections supporting gypsum boards. Provide connection detail with hardware and fasteners specified on the diagonal bracing to the top of roof rafters and at the top of the metal studs.Sheet S-2. Specify hanger for the new 4x12 to the existing glu-lam beam.Specify the weight of the floor mounted equipment (1) Model 42N Ribbon Blender and (2) BPI equipment “ST400” on the plans.Provide engineering calculations and structural plans for the support and anchorage of the floor mounted equipment weighing more than 400 pounds or with a center of mass more than 4-feet or less above the floor level. [ASCE 7-16, Sections 13.1].