HomeMy WebLinkAbout329113_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:
101123662
PROJECT ADDRESS:
2534 N Alona St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/12/2025
INITIAL REVIEW
5/18/2025
EXPIRATION
11/8/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Rick Moser
3.
TEL:
(949)595-4433
FAX:
VALUATION: $20,000.00
EMAIL:
Rmoser6961@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.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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process.
☒Public Works Agency approval (647-5039).
☐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).
☐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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DocumentationStamped sheets shall be signed by EOR prior to approval.DrawingsSheet A-1Provide existing bathroom layout for clarity of proposed changes.Sheet A-2Provide existing bathroom layout for clarity of proposed changes.Sheet A-3Detail 1 – Post size specified does not match plans and calculations, revise to match as needed.Detail 1 – Anchor rod size and embed at holdown does not match Holdown Schedule. Revise as needed.Detail 1 – New footing shall be doweled into existing footing.Detail 2 – Anchor rod size and embed at holdown does not match Holdown Schedule. Revise as needed.Detail 2 – New footing shall be doweled into existing footing.Sheet A-4Verify existing stair landing location on Floor Framing Plan. It is unclear if 2nd floor stair land at edge of floor joist past existing bearing wall. Specify framing for any popout landing or landing with existing header removed.Verify detail reference 3/A-4 at existing bearing wall to be removed.Provide detail and calculation for new guardrail at new beam.Verify sheet reference “A-1” at detail bubbles, this occurs at various locations.Verify if interior existing stud wall over existing 4x10 beam is an interior shear wall. New beam supporting discontinuous shear wall shall be design for any required seismic loading with overstrength consideration.Detail 4 – Verify detail reference 2/SD-1, there is no SD-1.Detail 4 – Justify proposed cap plate at new beam over existing top plates. Cap plate shall be connected to post directly or top plates justified with proposed plate anchors into side.(End of Comment)