HomeMy WebLinkAbout311820_2_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:
103118041
PROJECT ADDRESS:
2911 S Croddy Way
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/22/2024
INITIAL REVIEW
2/15/2024
EXPIRATION
7/20/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ahmad Almomani
3.
TEL:
(714)719-5426
FAX:
VALUATION: $20,000.00
EMAIL:
a.momani1990@gmail.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒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.
☐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).
☐Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
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.
Sheet A-1
Delete Note “Typ. All shelving 10’-0” high shall be anchored to floor with anchor bolts”. All shelves shall be anchor regardless the height
[Comment resolved]
Clear width between shelving serving element on both side shall be minimum 44” (CBC 11B-403.5.1)
[Comment resolved]
Sheet S-100
Revise applicable building code to 2022 CBC under “Code and Design Criteria”
[Comment resolved]
Delete Note “Typ. All shelving 10’-0” high shall be anchored to floor with anchor bolts”. All shelves shall be anchor regardless of the height
[Comment resolved]
Clear width between shelving serving element on both side shall be minimum 44” (CBC 11B-403.5.1)
[Comment resolved]
Provide thickness of (E) concrete slab. In addition, add note on plan “contractor to field verify (E) slab reinforcing prior to construction. Do not damage any (E) slab reinforcing.”
[Comment resolved]
Sheet S-201
Detail 5: provide vertical leg of the anchor plate to rack post connection, or provide/indicate the seismic footplate that was used in calculation package on construction document
[Comment Not Resolve – detail 5/S-201 section A-A and section B-B, SEOR to provide connection between the telescope legs to the base plate]2nd Review comment (5/1/2024)
Sheet S-201
Detail 5: verify post installed anchor bolt size for 48”Wx30” D x 125”H bolt layout. Section A-A and section B-B called out using 5/8” diameter post-install anchor, detail 5 callout using ½” diameter. (End of Comment)