HomeMy WebLinkAbout320275_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:
101120763
PROJECT ADDRESS:
201 3/4 E MacArthur Blvd Unit# WCC02
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/23/2024
INITIAL REVIEW
10/6/2024
EXPIRATION
3/22/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
John Silverman
3.
TEL:
(818)823-0631
FAX:
VALUATION: $100,000.00
EMAIL:
john.silverman@smartlinkgroup.com
FLOOD ZONE: X-06059C0278J
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 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-1Stamp provided is expired, update stamp on all sheets as needed.Sheet A-3Verify detail reference 9/A-7 at new Telco Panel and new AC Panel. Equipment information not found in details. Specify support at new DC50 Surge Suppressor. Sheet A-7Detail 3 – Specify weight for new equipment.Detail 6 – Length of frame “Per Plan” not found on plan, please verify. Sheet A-8Detail 8 – Hilti HY150 does not look to be a currently approved or available product. Revise to a product with current ICC testing approval or provide ICC ESR # for proposed product.Sheet S-2Plan 5 – Verify detail reference 1/S2 found at platform stair. Plan 5 – L6x6x3/8 steel angle antenna mounts do not match calculations. Coordinate with calculations and revise as needed. Typ all similar members.CalculationsPage 9 of 74 – Coordinate with drawings, size does not match. Page 47 of 74 – Beam design should include the same lateral force type from supported elements to design for worst case loading. While seismic governs the design for the platform framing members and wind governs the screenwall design, the worst case of the same load type should be utilized for design of this support beam to ensure maximum load.Page 50 of 74 – See comment on page 47. Beam Column Attachment – Anchor product design does not match drawings. Revise to match as needed. (End of Comment)