HomeMy WebLinkAbout198345_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:
10182606
PROJECT ADDRESS:
2303 S Bristol St Unit# A
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/22/2014
INITIAL REVIEW
10/2/2014
EXPIRATION
3/21/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Melissa Jeffress
3.
TEL:
(714)999-1966
FAX:
VALUATION:$17,000.00
EMAIL:
Melissa.jeffress@coastsign.com
FLOOD ZONE:X-0602320259J
APPLICABLE CODE: 2013 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.Please return marked up set of drawings with corrections.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)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide the following:
- Provide a fully dimensioned site plan on each set of plans.
-Show location of the canopy on the site plan.Provide concrete with minimum 3000 psi .Provide complete construction detail with engineering for the canopy.