HomeMy WebLinkAbout261121_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:
101102465
PROJECT ADDRESS:
1584 E Santa Clara Ave
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/9/2019
INITIAL REVIEW
12/27/2019
EXPIRATION
6/6/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
John Pham
3.
TEL:
(949)283-2283
FAX:
VALUATION: $15,000.00
EMAIL:
jpham@hunsaker.com
FLOOD ZONE: X-0602320163J
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 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.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.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.
- Public Works Agency approval (647-5039)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceCalculation shows soil bearing is 2000 Psi, please provide soils report or change it to 1500 psi.On detail F sheet 3, please show how the wood fence will be supported laterally.Show size of the CMU on all the details.Provide Calculation for detail E on sheet 3.It is not clear which detail applies to Wall # G, is it G/2 or F/2. Calculation shows G/2 please clarify.