HomeMy WebLinkAbout333243_1_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
101124891
PROJECT ADDRESS:
201 E Fourth St
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
A-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/5/2025
INITIAL REVIEW
10/15/2025
EXPIRATION
3/4/2026
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jeff Beddow
3.
TEL:
(949)722-7400
FAX:
(949)722-8855
VALUATION: $20,000.00
EMAIL:
jeff.saproperties@gmail.com
FLOOD ZONE: X-06059C0276J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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 2corrected sets of plans.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)
- County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)Sheet 0.1: On the plan, please specify Occupancy Groups for the building (A-2, B, M). Please provide a floor plan. Structural wall supporting existing fire-rated floor assembly above is protected with one-hour fire-rated assembly. Hence, new W header and HSS members supporting the new opening and wall shall be protected with one-hour assembly. Provide detail for rated assembly and clearly cross-reference detail onto the plan. Sheet 0.3: Structural specification Based on the permit record, the Risk category for the building is III and important facto I = 1.25. Please revise Structural Specification accordingly. On the plan, please specify the existing structural lateral resisting system and R coefficient. It appears that the subject CMU wall was an existing special reinforced masonry shear wall. New proposed opening in existing shear wall may prohibit. Structural calculation: Page 8 of 24: Revise Wind analysis for Risk Category III and I = 1.25. Revise calculation and plan accordingly. Page 9 of 24: Revise Seismic loads analysis for Risk Category III and I = 1.25. Revise calculation and plan accordingly. Page 12 of 24: The 30-ft CMU shear wall is located adjacent to the stairwell; therefore, there is no support at the top of wall (at 13.5-ft). Please coordinate and revise structural calculation and plan accordingly. Page 13 of 24: Please clarify how the 317 kips seismic load was derived. Page 21 of 24: Please check CMU Wall and footing for the concentrated loads from the lintel post. (End of Comment)