HomeMy WebLinkAbout296953_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:
102113387
PROJECT ADDRESS:
4814 W McFadden Ave Unit# 35
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/5/2023
INITIAL REVIEW
2/1/2023
EXPIRATION
7/4/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Claudio Cendejas
3.
TEL:
(323)833-3685
FAX:
VALUATION: $5,000.00
EMAIL:
klacengroup@gmail.com
FLOOD ZONE: A-0602320256J
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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) for an appointment.
The applicant shall obtain clearances/approvals for the following, prior to building permit issuance:
-Planning Division approval on the corrected/final set of drawings (647-5804). Previously
approved plans should be submitted to expedite the process.
Sheet A1.1: Please revise applicable codes to 2022 code edition.
Detail D3/S1.1:
Please revise detail to show distance between lag screws and end of post/beam, relatively.
For clarity, please revise note to specify ½” diameter lag screw. Check with structural calculation.
Two (2) lag screws – Please provide detail to show screw pattern at point of attachment. Show edge distance.
Engineering stamp expiration date has been expired – please update expiration date.
Structural calculation:
Please update structural calculation to the 2022 CBC and applicable Design Standards.
Please update engineering stamp expiration date.
Calculation showed 7” long lag screw – Please check depth of wood members for the length of screw; please reduce length so that it would not stick out of the post. Coordinate and revise detail D3/S1.1.
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