HomeMy WebLinkAbout324088_1_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:
104122026
PROJECT ADDRESS:
1313 N Main St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/6/2025
INITIAL REVIEW
1/22/2025
EXPIRATION
7/5/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Robert Wallace
3.
TEL:
(562)760-6211
FAX:
VALUATION: $10,000.00
EMAIL:
acetechmechanical@cox.net
FLOOD ZONE: X-06059C0163J
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.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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒Planning Division approval on the corrected/final set of drawings (647-5804). Previously approved plans should be submitted to expedite the process.
☒Public Works Agency approval (647-5039).
☐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).
☐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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet T-1Project description shall be revised to including legalizing demising wall removal as well as unpermitted bathroom work. Description shall be detailed to work to be legalized.Revise rooftop equipment scope of work to new rooftop equipment. Sheet A-1Specify if demising wall that was removed without permit is a bearing wall or non-load bearing wall. Engineer shall determine if any load bearing occurred and if there is any further construction done to support load bearing as needed. If any indication of existing bearing occurred with no proper new support, project will be stopped.Applicant to specify any work done in bathrooms without a permit to be legalized as new. This includes fixtures, walls, or ADA upgrades that were completed without permit.Sheet S2Detail 1 – Provide anchor calculations and detailing for new equipment curb to new platform.Detail 1 – Platform waterproofing shall be provided and detailed by arch or engineer prior to approval. Provide detail for new (2)2x to existing steel girder connection. CalculationsVerify existing steel beam calculated span. It is unclear where bearing support occurs on drawings. It shall be noted on drawings, else steel beam shall be designed for full length. Verify Detail Report provided for steel beam. Length does not match specified length on isometric view. Verify maximum moment location specified in Detail Report for existing steel beam.(End of Comment)