HomeMy WebLinkAbout270407_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:
101105294
PROJECT ADDRESS:
2120 1/2 S Bristol St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/24/2020
INITIAL REVIEW
12/6/2020
EXPIRATION
5/23/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
David Elliott
3.
TEL:
(808)489-1191
FAX:
VALUATION: $30,000.00
EMAIL:
david.elliott@smartlinkgroup.com
FLOOD ZONE: X-0602320259J
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 A-8Detail 1: Rebar placement are typically three inches from the bottom of the bottom to resist bending moment. Why are the rebars placed near the top of the footing?Detail 2: Post anchor of the Hilti Kwik bolts are designed for the structural connection. Provide structural calculations from uplift force.Structural calculations are missing in the submittal. Provide two copies of structural design for the foundation and anchorage design.There are no red-marked for correction pick-up. Please address correction item 5, 6, and 7.