HomeMy WebLinkAbout336970_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:
101126043
PROJECT ADDRESS:
206 E Fourteenth 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-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/22/2025
INITIAL REVIEW
1/13/2026
EXPIRATION
6/20/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
CAMERON MEREDITH
3.
TEL:
(714)287-3717
FAX:
VALUATION: $22,000.00
EMAIL:
CAMERON@ADUWESTCOAST.COM
FLOOD ZONE: X-06059C0163J
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.DrawingsSheet A200D4 specified in Demolition Stair Plan not found in Keynotes. Please verify.Sheet ST0Seismic parameters and lateral system do not match calculations or proposed. Revise to match.Sheet ST1Verify detail reference 13/- specified on plan, no detail 13 found on sheet.Sheet ST2Detail 1 – Provide ICC # for proposed epoxy. Verify proposed SET-XP epoxy still has current ICC approval, else revise.Detail 2 – EOR to justify metal pan unbraced span for design loads.Detail 2 – Metal pan connection to framing not found.Detail 3 – Verify angle length, dimension specifies 4” while note specifies 6” long. Detail 5 – Provide calculation for guardrail design and connection.Detail 9 – Detail reference for guardrail not found, revise as needed.Detail 9 – Fix weld linework.Detail 13 – Concrete topping should not be poured/placed against wood unless treated wood is specified and verified. Detail 13 – Provide calculation for proposed ledger screws withdrawal. Calculations look to transfer all lateral load in plane and out of plane to existing structure.Detail 13 - Verify metal pan support at ledger side. There is no connection support along landing side adjacent to existing structure.Detail 15 - Provide ICC # for proposed epoxy. Verify proposed SET-XP epoxy still has current ICC approval, else revise.CalculationsProposed landing framing does not match drawings. There is no interior C8 found between posts as designed in calculations. (End of Comment)