HomeMy WebLinkAbout296573_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:
101113249
PROJECT ADDRESS:
2320 S Bristol St
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
12/21/2022
INITIAL REVIEW
1/4/2023
EXPIRATION
6/19/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Miriam Guzman
3.
TEL:
(310)617-0222
FAX:
VALUATION: $50,000.00
EMAIL:
miriam_gzmn@yahoo.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.Resubmitcorrected 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.Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet Structural Directional Sheet 1 of 1Provide (3) ties at top 5” of foundation per ACI 318 Section 10.7.6.1.5.Ties provided in foundation are to be circular or spiral in pier foundation.Sheet Structural Monument Sheet 1 of 1Provide reinforcing in new pier foundation.CalculationsProvide calculations for Drive-Thru Canopy Anchorage/Foundation.Provide Drive-Thru Canopy anchorage and foundation details, ensure to follow similar comments provided for other structural items.Provide Clearance Bar anchorage and foundation details, ensure to follow similar comments provided for other structural items. Provide calculations for 7’-0” high monument sign post and foundation. (End of Comment)