HomeMy WebLinkAbout300461_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:
101114522
PROJECT ADDRESS:
1901 W Moore Ave
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
4/4/2023
INITIAL REVIEW
4/25/2023
EXPIRATION
10/1/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Christian Hansen
3.
TEL:
(714)573-0073
FAX:
VALUATION:
EMAIL:
Hchansen@MSN.com
FLOOD ZONE: X-0602320259J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet 3Truss “C” spacing does not match calculations. Revise to match or revise calculations.Sheet 4Provide ceiling height at high points on all Cross Sections at sloped ceiling locations.Cross Section C – Provide soffit framing and connection details to deferred truss. Ensure any additional loading for soffit is incorporated in calculations. CalculationsDeferred truss calculations shall be reviewed and stamped/signed by EOR. Review stamp and signature is acceptable. Coordinate truss spacing for “C” trusses on drawings.(End of Comment)