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Home My WebLink About283512_1_Corrections.docxSPC 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: 101109240 PROJECT ADDRESS: 1357 N Santiago St 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, S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/26/2022 INITIAL REVIEW 2/4/2022 EXPIRATION 7/25/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Frank Wright 3. TEL: (310)750-8939 FAX: VALUATION:$45,000.00 EMAIL: fwright082@gmail.com FLOOD ZONE:X-0602320163J APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS All items noted on this plan check report must be addressed. Pick up plan (check set) for additional comments marked on the drawing.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.Include address and telephone number of the responsible designer, and date of signing of drawings.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)Sheet A-001. Clarify type of construction on plan. The structural design shows wood framed exterior wall may not meet type IIIB construction.Sheet A-001. Clarify occupancy group on the cover sheet in accordance with 2019 CBC chapter 3. The S occupancy shall be classified either S1 or S2 per storage material. In addition, the occupancy group shall be consistent thought the entire document (e.g. sheet A-401 floor plan shows B and S2). Revise plan to clarify.Sheet A-001. List site improvement permit number on the cover sheet and the site plan note.Sheet A-101. Provide site improvement plan building permit number. Sheet A-101. Show total number of parking spaces, van accessible parking spaces and standard accessible parking spaces on plan.Sheet A-101. Add note to the site plan that no structure or roof covering between buildings (Building #4-#9).Sheet A-101. Coordinate with architectural and structural drawings to list all submitted sheets on the sheet index.Sheet A-301 through A-601. Provide Interior improvement building permit number on plan.Sheet A-401. Cross-reference missing details into plan.Sheet A-401. Provide ICC number for sintered stone ventilated façade on plan and provide a copy of the report, submitted for review.Sheet A-501. The new roofing is not in the scope of work. Please revise plan and notes to remove it.ACCESSIBILITYPlease show accessible routes within the boundary of the site from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the proposedbuilding accessible entrance.When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. (CBC 11B-202.4)Along the exterior accessible path of travel, identify curb ramps, detectable warnings, accessible route width and required maneuvering space at the exterior door landing on plan. Identify all features with details that will be altered to bring into current compliance with (CBC 11B-202.4)Entrances, exits and paths of travel – entrances, limit threshold = ½” max.; level area 60” in direction of door swing, 48” opposite door swing, 24”(exterior)/18”(interior) jamb clearance; bottom 10” of door to be smooth, uninterrupted surface, etc. (CBC 11B-404.2.5, 11B-404.2.4, Table 11B-404.2.4.1, 11B-404.2.10)Fill out the disabled access compliance documentation form. Clarify in the form and on plan if the existing accessible path of travel fully or partially complies with 2019 CBC and show if any proposed design, detail and location of improvement in compliance with accessibility requirements along the accessible path of travel in accordance with CBC Section 11B-202. Note: Return the filled form at the next plan check submittal.STRUCTURALThe cover page of the structural calculation shall be signed by the engineer who stamps the calculation. (2) Copies of calculation are required. Update project address on the structural calculation cover page to “1357 N Santiago Street”. Provide page number in the structural calculation.Provide connection design for the new sintered stone ventilated façade attached to the new exterior wall. Provide attachment details and calculation to justify the design.Provide structural design, calculation, framing and connection details for the new Awning. (Refer to architectural plans and detail 9/D-400).Sheet SD-1.0 and SD-2.0. Cross-reference all details to the framing and foundation plan. Delete details which do not apply to this project. E.g. rooftop equipment anchorage details and etc.New corrections may apply after next review.If sheet SD-2.0 does not apply to this project. Please remove.Remove rooftop unit anchorage calculation. This is not part of this permit.In structural calculation for 48” parapet wall design:Call out specification and spacing for all wood members including wall, bracing and sill. Check diagonal bracing per unsupported length.Specify fastener and the connections to the roof framing.Submit new fasade wall structural calculation to design the framing, anchorage and footing to support gravity and lateral force.Clarify if the following details apply to this project and provide following in Detail 1 and 2/SD1.0:Provide specification and ICC number for the CFS studs.Provide wind calculation for components and cladding to design the 8 feet tall parapet. Specify the bracing member specification and space. Provide design to support the most critical out-of-plane lateral force.Provide design and detail to support the lateral in-plane force on the new CFS wall.Provide connection design and detail at the bottom of the metal stud to transfer the design load to the building frame and to the foundation.Design and detail the connection of CFS kicker to L-Plate. Design and specify the CFS studs on plan for both parapet wall and furred walls. Call out specification, spacing and attachment on plan.Specify L-Plate.Air gap between CFS studs and CFS stud to A-frame on detail 1/SD1.0 and 2/SD1.0 to be consistent. Show dimensions of the air gap on plan.END OF COMMENTS.