HomeMy WebLinkAbout253324_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:
10199953
PROJECT ADDRESS:
2112 E First St
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/30/2019
INITIAL REVIEW
5/12/2019
EXPIRATION
10/27/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Daniel Ramirez
3.
TEL:
(949)916-3800232
FAX:
VALUATION:$260,000.00
EMAIL:
dramirez@cvc-inc.net
FLOOD ZONE:X-0602320277J
APPLICABLE CODE: 2016CALIFORNIA 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.Resubmit 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for any mechanical, plumbing, 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.
- Public Works Agency approval (647-5039)Provide a copy of the soil’s report that shows the parameters relied upon in the design of the caissons.On the wall section please show the distance from the bottom of the caisson to daylight. If the site is flat indicate so on plans.Make sure the point below grade where the depth of the caisson is to be measured is identified in the soil’s report. Currently, per your calculations it appears to be taken from the top of grade.Per the soil’s report, The soil’s engineer is to “review the design to ensure compliance with the soil’s report”. Please provide a letter from the soil’s engineer to show that the geotechnical engineer has reviewed the plans and comply with the soil’s report.