HomeMy WebLinkAbout290537_3_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:
101111355
PROJECT ADDRESS:
2229 N Broadway
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/28/2022
INITIAL REVIEW
8/4/2022
EXPIRATION
1/24/2023
RECHECKS:
1.8/16/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Steve Axten
3.
TEL:
(714)335-2875
FAX:
VALUATION: $99,000.00
EMAIL:
axtens@amgf.com
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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.DocumentationColumn detail shall be provided on full drawing set.Provide material specs on drawing set (concrete, rebar, etc).DrawingsDetail 1Provide dowel from new column to existing slab above.PC #2: Response is not adequate, a positive attachment adequate to transfer axial loading shall be provided between existing pre-cast beam and new column. Connection details that rely solely on friction caused by gravity loads shall not be permitted. (ACI 318-14 Section 16.2.1.3)Provide ICC # and note Special Inspection requirement for epoxy shown in detail.Additional CommentsNote to roughen and clean existing concrete at new column joints on detail.(End of Comment)