HomeMy WebLinkAbout334351_4_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:
101125261
PROJECT ADDRESS:
1802 W Martha Ln
PLAN CHECK ENGINEER:
Meshkat, SeyedyahyaTEL:714
647-5831
EMAIL:
smeshkat@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/14/2025
INITIAL REVIEW
11/14/2025
EXPIRATION
4/12/2026
RECHECKS:
1.11/26/2025
PROJECT APPLICANT CONTACT PERSON:
2.01/07/2026
Howard Moore
3.01/20/2026
TEL:
(626)818-7142
FAX:
VALUATION: $1,500.00
EMAIL:
bafangconstruction@gmail.com
FLOOD ZONE: X-06059C0144J
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.
GENERAL COMMENTS: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.3rd: Please submit 3 full set of plans. Only structural plans are submitted.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1).All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
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.
ARCHITECTURAL COMMENTS:
Provide floor area per occupancy groupincluding the existing structure(s) on the first sheet (R106.1.1).
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
Provide existing roof plan to show roof configuration.
Provide a complete plot plan showing – (R106.2)
Location and size of all structures on the lot.
Identify all property lines and easements, streets, etc.
Show north arrow.
Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
Distances (setbacks) between buildings and property lines.
Structural Plan Review Comments:
Show complete existing roof framing for clarification of load paths, load bearing structures and load tributaries. Additional comments may arise.
2nd: Justify how the reaction of both hip beams is supported. Consider the load on BM3, provide adequate king post and detail connection if it is carried by this beam.
Show existing ceiling joist framing for clarification. Additional comments may arise.
Show existing raised wood floor framing for clarification. Additional comments may arise.
Justify the point load applied to beam 2.
Add ceiling load to beam 3.