HomeMy WebLinkAbout251021_1_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:
10199252
PROJECT ADDRESS:
4041 W Garry Ave
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/21/2019
INITIAL REVIEW
3/12/2019
EXPIRATION
8/20/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Carrie Sharifi
3.
TEL:
(626)384-0481
FAX:
VALUATION:$100,000.00
EMAIL:
carriesharif@yahoo.com
FLOOD ZONE:X-0602320258J
APPLICABLE CODE: 2016 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.This review does not include fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for 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.
- Orange County Fire Authority approval on the corrected/final sets of drawings ((714)573-6100)
- Public Works Agency approval (647-5039)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide an exiting plan for this building with 216,550 SF to show that with installation of these storage racks of 10,650 SF, the exiting system for this building will not be compromised.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:
- Sway of these storage racks to ensure that the clearances from existing columns in this building will be adequate. Sheet A3.0 Calls for 2” clearance from the building columns. Provide notes on the drawings for periodic special inspection is required during the anchorage storage racks.Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.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.