HomeMy WebLinkAbout307420_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:
101116663
PROJECT ADDRESS:
1406 W Twelfth St
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-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/14/2023
INITIAL REVIEW
10/11/2023
EXPIRATION
3/12/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Abel Gonzalez
3.
TEL:
(714)336-3654
FAX:
VALUATION: $8,000.00
EMAIL:
abel9954@sbcglobal.com
FLOOD ZONE: X-0602320144J
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 3corrected sets of plans.
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 1:
Please revise plan to provide minimum 5-ft setback from the property line, measured to the edge of the roof overhang.
Applicable Codes: Please include the 2022 California Residential Code.
Plan shall be legible.
Sheet 2:
Plan shall be legible. Please revise all details and notes to be legible.
For consistency with post size (6x8), please revise framing plan to provide/specify 6x12 beams for the perimeter beams.
Section A: Please revise section to specify 6x12 beam to match framing plan.
Detail “B” ALTERNATE is insufficient. Please omit/delete detail.
Lateral resisting: The structural calculation design the wood posts as cantilever post –
Please provide detail to show connection of wood post to foundation as fixed connection. Design connection as moment connection at base.
Design foundation/footing for overturning moment. Deep footing may be required.
*REVISED PLANS SHALL BE LEGIBLE. UNREADABLE PLANS DEEM TO BE INCOMPLETE RESUBMITTAL AND WILL BE DELAYED IN THE PLAN REVIEW PROCESS.