HomeMy WebLinkAbout338636_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:
102126554
PROJECT ADDRESS:
4122 W Kent Ave
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/2/2026
INITIAL REVIEW
3/7/2026
EXPIRATION
8/29/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ludis Benitez
3.
TEL:
(323)546-4610
FAX:
VALUATION: $3,000.00
EMAIL:
info@ludisinc.com
FLOOD ZONE: X-06059C0256J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2025 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
Applicant shall obtain clearance/approvals from following departments after obtaining approval from Building and Safety Division, 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.
☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700).
☐Police Department approval on the corrected/final set of drawings (647-5840).
☐Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
Applicant must pick up red marked sheet from the City prior to resubmittal and return the marked up set with resubmittal
PLAN REVIEW COMMENTS:
Sheet A1.0
Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
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 the following design data on the first sheet (R106.1.1)
Occupancy groups (R-3/U)
Type of construction (V-B)
Automatic Fire Sprinkler (YES or NO)
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection
Identify (N) patio roofing material, manufacture and ICC report number on the plan
Sheet S1.1
Provide construction detail for wall infill at (E) bedroom
EOR to provide calculation to justify cantilever post design for 4x4 posts are capable to resist combined lateral and gravity loads
Sheet S2.1
Identify patio overhang dimension on plan
Sheet SD-1
Detail 1:
Provide ben rebar at the edge of footing
Footing schedule on sheet S1.1 required footing stirrup. Indicate stirrup on detail to be consistent
Detail 3:
Identify overhang dimension
Detail 5:
EOR to coordinate/verify for beam to post connection at the corner condition shall be Simpson ECC column cap. Please update detail note to clarify
Detail 7
Provide structural calculation justify Simpson PB/PBS post base is capable/able to transfer cantilever moment to footing
Detail 8
Provide legible detail note for review (End of Comment)