HomeMy WebLinkAbout337056_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:
101126070
PROJECT ADDRESS:
3001 S Susan St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F1,S1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/23/2025
INITIAL REVIEW
1/11/2026
EXPIRATION
6/21/2026
RECHECKS:
1.2/12/26
PROJECT APPLICANT CONTACT PERSON:
2.
Edgar Parra
3.
TEL:
(626)315-2621
FAX:
VALUATION: $45,000.00
EMAIL:
edgar@thecitysolutions.com
FLOOD ZONE: X-06059C0258J
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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.Please return marked up set of drawings with corrections.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 sets of drawings ((714)573-6100). Please see OCFA , prior to resubmittal for high piled storage rack.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceNote on the Floor Plan, type and quantity of the material stored on the storage racks.Ok 2/12/26Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity.Ok 2/12/26Note thickness of the slab on the drawings.Pending 2/12/26, drawings shows 5.7” thick slab , calculation shows 8” thick slab, revise calculation accordingly.Provide dimension of the storage racks on the drawings to match structural calculation.Pending 2/12/26 , drawings shows 42” wide storage rack, calculation shows 48”, please clarify and revise accordingly.City of Santa Ana using 500 psf bearing pressure for slab-on grade vertical load design. please revise structural calculation accordingly.Ok 2/12/262/12/26Per structural design, a minimum of 45.68” x 45.68” soil area is required at each column. Please show the dimension on the racking layout for columns side by side.Per revised calculation existing concrete assumed with compressive strength of 4000 PSI , drawings show 2500 Psi, please clarify and revise accordingly.