HomeMy WebLinkAbout333608_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:
101125020
PROJECT ADDRESS:
3501 W Segerstrom 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
9/18/2025
INITIAL REVIEW
10/31/2025
EXPIRATION
3/17/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Carrie Sharifi
3.
TEL:
(626)384-0481
FAX:
VALUATION:$110,000.00
EMAIL:
carriesharif@yahoo.com
FLOOD ZONE:X-06059C0258J
APPLICABLE CODE: 2022 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 2corrected sets of plans.Please refer to red marks on the drawings for additional plan check comments. Revise drawings to show compliance.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).
- Public Works Agency approval (647-5039).Revise plans to clarify warehouse occupancy. The proposed floor plan shows warehouse occupancy is S-1. However, the cover sheet and part of the proposed floor plan showing occupancy is S-2. Please clarify and make consistent across the drawings. (note that existing building record shows S-1 occupancy)Show all occupancy group within the building on the cover sheet.Revise notes on the cover sheet to show storage height is 20 feet instead of 18 feet per your design.CBC Section 1705.12.7, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D, E or F.Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, indicating the maximum permissible unit load in clear, legible print on plan.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity.END OF COMMENTS