HomeMy WebLinkAbout271463_2_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:
101105627
PROJECT ADDRESS:
2941 N Hesperian Way Unit# A
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/12/2021
INITIAL REVIEW
3/8/2021
EXPIRATION
7/11/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Raymond Dickerhoff
3.
TEL:
(213)590-7288
FAX:
VALUATION: $3,000.00
EMAIL:
redicker@yahoo.com
FLOOD ZONE: X-0602320144J
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.Resubmit 2corrected sets of plans.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)Sheet A1: Please clarify should the wholesale areas are open to the public. If they are open to the public, the seismic important factor Ie = 1.5 should be used. Please coordinate with the structural calculation. Sheet MX-5: Per General Note #1, please provide engineer approved installation drawings for the proposed racks. Structural calculation: See comment #1 on sheet A1. If the wholesale areas are open to the public, the seismic important factor Ie = 1.5 should be used. Revise calculation and details accordingly. Slab calculation: Could not locate maximum downward force from the rack column. Please clearly show maximum downward forces (vertical + downward force due to seismic loads) of the rack support column.