HomeMy WebLinkAbout287264_2_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:
101110332
PROJECT ADDRESS:
1216 W River Ln
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-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/9/2022
INITIAL REVIEW
5/17/2022
EXPIRATION
11/5/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Sandra Estrada
3.
TEL:
(213)884-7351
FAX:
VALUATION: $1,500.00
EMAIL:
sandra@vasquez-construction.com
FLOOD ZONE: AE-0602320144J
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.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.CalculationsPage 8, 9, Photo – Justify using metal architectural item as structural support for new beam (RB-1). Item cannot be justified to support beam reactions without material strength, section properties or capacities, and foundation. Else design beam to be full 24’-0” span.(End of Comment)