HomeMy WebLinkAbout213702_3_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:
10187847
PROJECT ADDRESS:
1935 E Seventeenth St Unit# D
PLAN CHECK ENGINEER:
Heidari, FredTEL:714
647-5862FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/5/2016
INITIAL REVIEW
1/21/2016
EXPIRATION
7/3/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Liging Xu
3.
TEL:
(818)506-2555
FAX:
VALUATION:$5,000.00
EMAIL:
FLOOD ZONE:X-0602320164J
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) 647-5862 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 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) The 10ft wall partition is spanning between the floor and the top plat, the top plate is distributing the load to the walls perpendicular to the top plate. Please note a 2x4 is not adequate to support the load and span the 10’-9”.The detail on the lower left corner of sheet 2 is for a metal stud. Please revise.