HomeMy WebLinkAbout295963_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:
101113060
PROJECT ADDRESS:
2547 W McFadden Ave Unit# B
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
VB
OCCUPANCY CLASSIFICATION(S):
M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/8/2022
INITIAL REVIEW
1/3/2023
EXPIRATION
6/6/2023
RECHECKS:
1.3/7/2023
PROJECT APPLICANT CONTACT PERSON:
2.3/13/2023
Alexis Roth
3.
TEL:
(562)216-5244
FAX:
VALUATION: $540,115.00
EMAIL:
aroth@kkaia.com
FLOOD ZONE: X-0602320257J
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.Resubmit 3corrected sets of plans.Please return marked up set of drawings with corrections.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)PLAN CHECK COMMENTS:Detail 5, 6, 7 and 8. Cross-reference structural connection details with fasteners specified into the (1) vertical studs to roof framing and concrete slab and (2) diagonal bracing to the vertical studs and roof framing.Clarify the egress path to the new rear door. On the egress plan, identify the use behind the battery rack and the exterior wall. It appears not a retail space and more like stockroom. The exit path through the stockroom in the Group M occupancy shall comply with all of the following:Show a minimum 44” wide demarcated aisle, defined by full- or partial-height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions.A steel column encroaches in to the required egress width. Please revise egress design.STRUCTURALStructural plan check response must be provided by the engineer of record. Sheet number and detial number or calculation page number must be clearly indicated where the correction is made.Provide structural engineering design and details for the new exterior door opening located at the rear of the building. Structural plans and calculations shall be stamped, signed and dated by a California licensed architect, Civil or Structural Engineer. Note that this is a Type VB building, justifying the existing lateral support is required due to making the new exterior wall opening.PC2: Not resolved: Provide separate framing and foundation plans with structural connection details.Justify the existing lateral resisting system by the engineer of record is required prior to plan check approval. Provide retrofit design and details on plan if needed.Provide correct project address on the structural calculation cover page. Update design provision to ASCE 7-16, not ASCE 7-10.Provide loading criteria in the structural calculation, including composition of the dead load.Provide structural framing design for new drywall ceiling, restroom, office, vestibules,furred walls, interior partitions and headers between area A and B (red marks on sheet * A1.3), new storefront, structural member connection and details. Structural calculation and plans are required.PC2: Not resolved:Missing design and details in the office, furred walls and restroom area. Provide top connection details at the partitions. See red marks on plan.Provide stud wall framing design. E.g. detail 6/S3 and 16/S3 shows stud wall design: See plan. Which plan?Refer to detail 9/A4.2, provide vented wall design and connection details at the top and bottom support. Cross-reference connection details into the framing and foundation plans.PC2: Design is not provided.Refer to sheet A4.2 detail 5, 6, 7 and 8. Cross-reference structural connection details with fasteners specified into the (1) vertical studs to roof framing and concrete slab and (2) diagonal bracing to the vertical studs and roof framing.PC2: Not resolved. Cross-referencing is not provided.END OF COMMENTS