HomeMy WebLinkAbout330086_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:
101123974
PROJECT ADDRESS:
2506 W Manly Ave Unit# 2
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/27/2025
INITIAL REVIEW
7/25/2025
EXPIRATION
12/24/2025
RECHECKS:
1.8/21/2025
PROJECT APPLICANT CONTACT PERSON:
2.
Van Ly
3.
TEL:
(714)858-7881
FAX:
VALUATION: $40,000.00
EMAIL:
permit@fidsstudio.com
FLOOD ZONE: X-06059C0259J
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.INFORMATIONAll items noted on this plan check report must be addressed.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.
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.
-Police Department approval on the corrected/final set of drawings (647-5840).
-Public Works Agency approval (647-5039).
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
PLAN CHECK COMMENTS
STRUCTURAL
Revise the project address to “2506 W Manly Avenue Unit #2, Santa Ana CA 92704”. Please ensure the correct address is updated throughout the construction document. For example, address on the title block of every sheet, and title page on structural calculations.
Provide complete structural calculations to verify the adequacy of the structural system in resisting seismic, wind and gravity loads. (1604)
Building Division 2nd review response:
Please print the engineer’s stamp and signature darker and legible.
Cross-reference beam design from structural calculation into floor framing plan. Identify each beam number on both structural calculation and the plans. Make cross-reference in Enercalc and Forteweb design into the plan.
In Enercalc, please provide the structural member specifications and show the demand capacity ratio while checking each member. The calculation only shows the member forces and reactions. However, it is unclear what is the design member in the calculation. In addition,beam span in structural calculation appears not matching the framing plan. E.g. hip spans 18.25’, ceiling beam spans 25.83 feet…Please clarify.
Structural calculation requires 7”x18” PSL. However, it is not available on the framing plan. Please clarify.
Detail 8/SD1. Please specify footing width and embedment depth of the new continuous footing on plan.
** There is no additional structural comment redlines on the drawing from this review. Thank you.
END OF COMMENTS