HomeMy WebLinkAbout329952_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:
102123921
PROJECT ADDRESS:
514 S Poplar St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/9/2025
INITIAL REVIEW
6/16/2025
EXPIRATION
12/6/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Nicanor Castaneda
3.
TEL:
(714)386-2896
FAX:
VALUATION: $7,000.00
EMAIL:
helguerojerry@gmail.com
FLOOD ZONE: X-06059C0257J
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 2022 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 A0
Insert the handwritten note on sheets A0, A1, and sheet A3 into the typed note
Sheet A1
Provide on plan the dimension for the shorter width of the cover patio
Sheet S0
Update all code references to the latest adopted California Building Code to 2022 and ACI 318-19
Sheet S1
Delete irrelevant notes that are not applicable to this project
Update all code references to the latest adopted California Building Code to 2022 and ACI 318-19
Provide slab on grade reinforcing size and spacing
[Comment not complete –
1. plan shows slab on grade to be 6” thick, plan note #1 show slab to be 5” thick, detail 1/S-1 slab detail shows 5”. Revise detail/plan to match with each other
2. Detail 1/S-1 slab detail show slab reinforcing to be #4@18” o.c.; plan notes show slab reinforcing to be #4 @16” o.c.. Revise detail/plan to match with each other]
This is to legalize unpermitted patio; therefore, all construction shall be identified as “NEW”. Remove the reference of existing from the drawing for the cover patio
Sheet S2
Delete irrelevant notes that are not applicable to this project
Indicate on plan the maximum overhang dimension for the over patio
[Comment not complete – plan note #5 shows 2’-0” overhang, detail 5/A3 shows 4” overhang. Revise detail/notes to match each other]
Indicate on plan the slope of cover patio
Indicate on plan the sheathing nailing pattern
Provide structural calculation justify that all structural framings, e.g. patio joists, girder, column, foundation is adequate. Further review is required
[Comment not complete – CRC tables R802.5, R602.7(1) are acceptable for patio joists and girder design. CRC table R403.1 is only for continuous footing and not for individual pad footing, and there is no cantilever post design from CRC prescriptive design.
1. Provide lateral analysis calculation justification for cantilever post design that 4x6 is adequate.
2. Provide calculation justification for column footing that it is capable to transfer cantilever column moment at the bottom of post into foundation.]
Provide construction detail for how patio joists are connected to girder2nd plan review comments (7/2/2025)
Sheet S1
S1-1 Slab detail: should this detail be 2/S1? Also, detail does not fully comply with actual situation. Revise detail to match with actual site condition, e.g. remove building footing and wall stud, and correct slab thickness to match with plan(End of Comment)