HomeMy WebLinkAbout314710_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:
101118940
PROJECT ADDRESS:
620 S Newhope St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/17/2024
INITIAL REVIEW
4/23/2024
EXPIRATION
10/14/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tran Dien
3.
TEL:
(714)262-0933
FAX:
VALUATION:
EMAIL:
trandien@yahoo.com
FLOOD ZONE: X-0602320256J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
Truss design manufacture to verify and justify design dead loads. Per approved structural calculation by the SEOR, the design Dead Load were 20 psf; however, per submitted truss design calculation, the top chord were designed for 14 psf. Please provide load take-off to justify 14 psf design load or revise calculation. This comment applicable to typical all truss design.
Red marked comment set is available to pick-up at the City Hall.(End of Comment)