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Home My WebLink About265750_3_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: 101103842 PROJECT ADDRESS: 2900 S Main St PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): A-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/23/2020 INITIAL REVIEW 6/30/2020 EXPIRATION 12/20/2020 RECHECKS: 1.8/19/2020 PROJECT APPLICANT CONTACT PERSON: 2. Mark Raber 3. TEL: (949)285-7069 FAX: VALUATION: $10.00 EMAIL: mraber3225@yahoo.com FLOOD ZONE: X-0602320278J 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.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.Clearly indicate the scope of work under this building permit application: - Revise project job description on the building permit application worksheet to reflect the work to be done under the subject building permit application. - Construction drawings must clearly show all work to be done under the subject building permit application. - Delete all notes and details from drawings that are not a part of the work to be done under the subject building permit application. This includes mechanical, plumbing and electrical work that is not specifically required by the Building Code.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. - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039) - County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)PC2: For grading permit, there are two options:Option 1. Indicate on the cover sheet that grading plans are under separate permit.Option 2. The City will not require a grading plan provided the following conditions are met: Grading of less than 50 cubic yards in an isolated, self-contained area, provided there is no danger to the public, and that such grading will not adversely affect adjoining properties. Site Drainage plan is provided with next review.A licensed Civil Engineer certify the site drainage plan with his or her engineering stamp and signature on the plan. Provide the following notes on plan: Lots shall be graded to drain surface water away from the foundation wall. Where lot lines, walls, slopes or other physical barrier prohibit 6” of fall within 10feet, drains or swales shall be constructed to ensure drainage away from the structure. The grade shall fall a minimum of 6” within the first 10 feet (5% slope). Impervious surfaces within 10 feet of the building foundation shall be slope a minimum of 2% away from the building.Submit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.PC2: Provide project valuation prior to approval of this review, not at the time of permit clearance. Please response to this item. Provide valuation of improvement in your response.Sheet G001. The structural consultant does not match structural calculation. Please clarify on sheet G0.01.Sheet A-2. Show complete lot lines and public right-of-ways on the proposed site.PC2: Please add legend to specify line type that represents the lot line and public right-of-ways.Sheet A003. Delete light pole details 8 and 12 which are not part of this permit.Sheet A101.Indicate door # 101A and door # 103 on plan. Refer to door schedule on A601.Note ICC Research Report Number on the drawings for Walk-in cooler and or freezer.EGRESSExterior egress doors equipped with a key operated locking device shall have a readily visible, durable sign posted on the egress side adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall have one-inch high letters on a contrasting background. [CBC 1008.1.9.3]ACCESSIBILITYFill out the disabled access compliance documentation form. Indicate the site accessibility improvement in the form and show relevant construction details on plan.PC2: Fill out this form to indicate full complinace.Sheet A002. Provide an accessible route from an accessible building entrance to the gate of the new trash enclosure. The accessible route shall entirely within the Del Taco’s property. The minimum width is 48” wide. The running slope of walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). Show the accessible route, markings, and detectable warnings on the site plan.Sheet A002. Provide dimensions on the concrete walkway by the rear door. Ensure the door landing and walkway complying with the accessibility requirements in CBC 11B Division 4.Sheet A401. Detail 2 and detail 3. Toilet paper dispensers shall comply with Section 11B-309.4 Operation and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind the grab bars. Dispensers shall not be of a type that control delivery or that does not allow continuous paper flow. §11B-604.7Sheet A402. Detail 11. Remove pictograms from the toilet door signage.PC2: Please make this detail clear and legible.Sheet A601, Delete accessible restroom signage details for separate sex.ENERGYProvide energy design and specify the maximum U-factor, maximum SGHC value and VT number for the new glazed storefront and new windows.PC2:Sheet A601. In window schedule, provide dimensions of the height for window type A and type B.Sheet A101. Specify window information to the window by the door 101A.Sheet T24-1. NRCC-ENV-E” form Section K. In column 13, it appears the window area does not match the proposed plan. Please review and revise.Sheet T24-1 and T24-2. Please sign and complete the “responsible person’s declaration statement” on the drawing.STRUCTURALSheet A002. Detail 1B. Specify depth of the trash enclosure concrete footing, measured from the finish slope to the bottom of the footing.Provide project address on the cover page of the structural calculation.Sheet A101.Provide structural sheet S102 for base plate anchorage.Sheet A101. Provide structural design and details for the bracing connection. Show how the non-baring partition is lateral braced at the top and the entire wall is braced back to the roof framing.Specify the weight of the roof mounted condensing unit, exhaust and supply fans on the roof framing plan. Provide engineering calculations and structural plans for the support and anchorage of the roof mounted equipment weighing more than 400 pounds or with a center of mass located more than 4-feet above the roof level. [ASCE 7-16, Sections 13.1]