HomeMy WebLinkAbout270948_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:
102105474
PROJECT ADDRESS:
1915 W Trask Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/16/2020
INITIAL REVIEW
12/31/2020
EXPIRATION
6/14/2021
RECHECKS:
1.1/30/2021
PROJECT APPLICANT CONTACT PERSON:
2.3/11/2021
Ha Nguyen
3.
TEL:
(714)326-3124
FAX:
(714)554-4025
VALUATION: $60,000.00
EMAIL:
win.nguyen.ent@gmail.com
FLOOD ZONE: X-0602320144J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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.
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).
-Public Works Agency approval (647-5039).
Structural Comments:
Due to the removal of the interior walls to create “open-floor plan” concept, lateral supports of the existing building shall be provided/reinforced. Please provide shear walls and provide lateral analysis. Provide shear transfer details and clearly cross-reference detail onto the plan.
2nd Review Comment: Response was insufficient. Lateral support of the existing building shall be required due to the alteration of the existing structure. Please provide shear walls and provide lateral analysis. Provide shear transfer details and clearly cross-reference detail onto the plan.
Additional plan check time and fee will be required after the third (3rd) plan check and thereafter, due to the incomplete and insufficient responses.
3rd Review Comment:Understanding that there was no shear wall required at the time of the building was originally built. Hence, the interior walls would help to withstand the lateral loads. Due to the removal of the interior walls to create open-floor plan concept, existing building must be reevaluated and provide lateral support for the existing building.