HomeMy WebLinkAbout212088_1_Corrections.docxRESIDENTIAL PLAN CHECK
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:
10187331
PROJECT ADDRESS:
1213 W Camden Pl
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/25/2015
INITIAL REVIEW
2/16/2016
EXPIRATION
5/23/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Cesar Garcia
3.
TEL:
(951)579-0712
FAX:
VALUATION:$43,000.00
EMAIL:
bigcesar74@hotmail.com
FLOOD ZONE:X-0602320257J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2007 California Building Code (CBC); MC = 2007 California Mechanical Code; PC = 2007 California Plumbing Code; EC = 2007 California Electrical Code; T = Table; ICC = International Code Council.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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.
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.
-Police Department approval on the corrected/final set of drawings (647-5840).
-Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Show 1-hr construction of the garage wall that are close to the property wall on the section provided and not just of the floor plan..
The eave that is projecting closer than 3 feet from the property line must have 1-hr construction on the underside.
The flush beam in the garage supporting the hips is designed (per the calcs) to support 2 hips, per framing plans it is supporting 4 hips, please revise or clarify.
Please reference the CRC and not the CBC on your 1 hr. call out.
Flush beam in garage and residence should be checked for the maximum allowed deflection.