HomeMy WebLinkAbout283548_1_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:
101109252
PROJECT ADDRESS:
201 3/4 E MacArthur Blvd Unit# WCC01
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/26/2022
INITIAL REVIEW
1/28/2022
EXPIRATION
7/25/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Cheyanne Fisher
3.
TEL:
(909)456-8401026
FAX:
VALUATION: $25,000.00
EMAIL:
Cfisher@spectrumse.com
FLOOD ZONE: X-0602320278J
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 hard copies correlating to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet T2Add Wind & Seismic Design Data on General notes (2019 CBC §1603).Sheet A2Calculations state in Section 5.0 that (N) cabinet will be replacing (E) cabinet. Please provide (E) cabinet and weight on plan.Justify existing roof framing adequate with added 2.5k load from (N) cabinets.Sheet D1Detail 8 – Revise detail to show existing steel platform and show anchorage into platform accordingly.(End of Comment)