HomeMy WebLinkAbout249251_3_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:
10198700
PROJECT ADDRESS:
409 N Laurel St
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
12/17/2018
INITIAL REVIEW
1/8/2019
EXPIRATION
6/15/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Francis Q Dong
3.
TEL:
(714)360-7372
FAX:
VALUATION: $10.00
EMAIL:
Fdong@affinitydg..com
FLOOD ZONE: X-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 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.Resubmit 3corrected sets of plans.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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.
Show all beams/headers supporting the king posts that is supporting the ridge beam.
Justify adequacy of header to support the king post.
Clarify if the members indicated as existing on the the roof framing plan are to remain or are to be replaced.
Show all insulation to be installed in attic and walls.
Provide and justify lateral support for the patio.
Show the size of the header supporting the patio ridge beam.
Item 10 above, your computer model is assuming a fixed connection. The post is, neither embedded in concrete nor having a movement connection. You might need to provide bracing in both direction in order to support the patio cover in both transverse and longitudinal directions