HomeMy WebLinkAbout341552_1_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:
101127437
PROJECT ADDRESS:
1851 E Fourth St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III A, SPK
OCCUPANCY CLASSIFICATION(S):
A-3, B, M, R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/14/2026
INITIAL REVIEW
5/21/2026
EXPIRATION
11/10/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Annette Chavarria
3.
TEL:
(949)606-5954
FAX:
VALUATION:
EMAIL:
annette@cp-services.biz
FLOOD ZONE: X-06059C0277J
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.
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.
Sheet S2-14.H / A2-04. Per CBC Section 1010.1.4, a level landing is required on both sides of Door #A130 located at Grid Line B.6. The plans indicate an interior landing slope of 3.9%, which exceeds the maximum allowable slope of 2% for a level landing. Please revise the architectural and structural plans as necessary to provide a code-compliant landing slope and ensure all related details, elevations, and structural design elements are coordinated accordingly.
Structural calculation and structural framing plans. Revise the beam numbering to be consistent between the structural calculations, calculation key plans, and full-size structural plans. The beam designations shown in the calculations shall match those shown on the plans and be clearly cross-referenced. For example, the calculations identify beams as B6, B7, etc., while the plans identify them as P4, P5, etc. Please coordinate and revise for consistency.
END OF COMMENTS