HomeMy WebLinkAbout264892_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:
101103631
PROJECT ADDRESS:
1010 W MacArthur Blvd Unit# 46
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-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/11/2020
INITIAL REVIEW
7/28/2020
EXPIRATION
12/8/2020
RECHECKS:
1.11/09/2020
PROJECT APPLICANT CONTACT PERSON:
2.
George Martinez
3.
TEL:
(949)678-1006
FAX:
VALUATION: $20,000.00
EMAIL:
George@mccservices-socal.com
FLOOD ZONE: X-0602320258J
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.
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.
PLAN CHECK COMMENTS:
Provide 2 copies soils investigation study/report for the proposed property: 1010 W MacArthur Blvd. unit #46, Santa Ana, CA to address the cause of the foundation damage and repair recommendations complying with 2019 California Building Code. The report shall be prepared by a licensed professional. The attached soils reports wihin the structural calculation are not for the proposed location and they are outdated (1/10/2006).
PC2: Per updated soils report, please make following corrections on plan:
Sheet S3. Provide additional foundation underpinning along the common wall (grid one) per soils report recommendations (soils report page 4) and the location shown on soils report page plate 2.
Sheet S3 and D1. Replacing the existing rear patio concrete slab is required per soils report. Provide new concrete patio slab design on plan in accordance with soils report recommendations (soils report page 5). Specify the thickness of slab, reinforcement, dowels and base material underneath the slab.
On sheet S1. The specified concrete strength is 2500 psi. The engineer of record shall specify the minimum concrete compressive strength on sheet S1 based on the latest soils investigation study/report’s recommendations for foundation retrofit.