HomeMy WebLinkAbout271403_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:
101105603
PROJECT ADDRESS:
2761 N Grand Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
Aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
A-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/11/2021
INITIAL REVIEW
1/31/2021
EXPIRATION
7/10/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
John Law
3.
TEL:
(714)943-5640
FAX:
VALUATION: $15,700.00
EMAIL:
john.law@airerite.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 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) 647-5830 for an appointment.Sheet M-1Provide “Scope of Work” on the title sheet.The attached site plan shows a new parapet walls to be provided for mechanical equipment screening. However, screening details are not shown on the plan.Sheet M-3The anchorage connection between the mechanical unit and the roof framing platform does not match the structural calculations. On page 4 of the structural calculations, tie-down of 5/8” diameter lag bolt at each corner and #10 screws at 24 inches on center are designed. Specify these structural information on detail one.Structural calculationsPage 2: provide roof screen details on the plan.