HomeMy WebLinkAbout323488_2_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:
101121836
PROJECT ADDRESS:
1213 S Karen Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/10/2024
INITIAL REVIEW
1/10/2025
EXPIRATION
6/8/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Anh Phan
3.
TEL:
(714)487-7926
FAX:
VALUATION: $70,000.00
EMAIL:
anhtuanxd04@gmail.com
FLOOD ZONE: X-06059C0256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 California Electrical Code; T = Table; ICC = International Code Council.All items noted on this plan check report must be addressed. 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.
-Public Works Agency approval (647-5039).
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
PLAL CHECK COMMENTS
Sheet A-3. Refer to redlines plan, provide requested dimensions on the floor plan.
Sheet A-4. Specify missing cross-referenced detail in the building elevations.
STRUCTURAL
On the lateral braced wall line L2, design the shearwall to support combined lateral forces from tributary area of both new addition and existing house.
END OF COMMENTS