HomeMy WebLinkAbout339334_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:
101126781
PROJECT ADDRESS:
1851 E Fourth St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III A, SPK
OCCUPANCY CLASSIFICATION(S):
A-3, B, M, R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/16/2026
INITIAL REVIEW
3/24/2026
EXPIRATION
9/12/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ben Tran
3.
TEL:
(626)447-2448
FAX:
VALUATION: $50,000.00
EMAIL:
btran@westport-inc.com
FLOOD ZONE: X-06059C0277J
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 INFORMATIONAll items noted on this plan check report must be addressed by the Engineer of Record only.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 2corrected sets of plans.
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).
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.
PLAN CHECK COMEMTNS
Provide two (2) sets of tie-down system structural calculations by Simpson, permanently bound or stapled. Loose sheets and paper clips are not permitted.
Revise and resubmit plans on sheets sized minimum 24” x 36” to ensure clarity and legibility.Please ensure all information on plans are clear and legible prior to submit to City.
Provide complete tie-down plans for each level and each area segment. The current submittal (Sheets OL-1 through OL-8) does not appear to cover the entire structure and is missing required levels and/or segments.
Plans shall be consistent with the approved structural design, which indicates:Five (5) levels, andFour (4) segments per level. Ensure all tie-down locations are clearly identified and coordinated with the structural plans.
Plan review is pending until complete and coordinated tie-down plans are provided.
Prior to submittal to the Building Department, the tie-down system design and calculations shall be reviewed and approved by the Engineer of Record (EOR), VCA.
The cover sheet of the shop drawings and calculations shall bear the review stamp and signature of the Registered Design Professional in Responsible Charge (EOR).
The review stamp shall indicate that the documents have been reviewed for conformance with the approved structural design and design intent.
END OF COMMENTS