HomeMy WebLinkAbout204529_1_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:
10584660
PROJECT ADDRESS:
835 S Minnie St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U, R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/3/2015
INITIAL REVIEW
6/16/2015
EXPIRATION
9/30/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Yenny Ng
3.
TEL:
(714)425-8299
FAX:
VALUATION:$27,140.00
EMAIL:
yenny@yennyngdesigns.com
FLOOD ZONE:X-0602320276J
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) 647-5830 for an appointment.Please return marked up set of drawings with corrections.Sheet 0.1: Please specify the alteration area for building 828 and building 835.Sheet A2.1: Revise the cross-referencing detailing number to “3/A2.1” between the storage room and the bedroom.Sheet A2.1: Provide elevation drawing on the South side.Sheet A2.1: The existing perimeter walls are being demolished and rebuild. Provide the following structural details:Double top-plates to ceiling joist fastener connection.The type of post-installed anchor bolt, embedment, and spacing into existing concrete footing.Provide minimum braced wall per prescriptive method or provide structural calculations for shear walls design.Sheet A2.2: Revise cross-referencing detail numbers to “A2.2” on detail 4.Sheet A2.2: Existing braced walls are being removed at the proposed carport. Provide structural calculations to demonstrate the reduced braced walls are capable to support the structure in an earthquake event.