HomeMy WebLinkAbout262691_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:
101102963
PROJECT ADDRESS:
1310 E Fourteenth 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
1/28/2020
INITIAL REVIEW
3/13/2020
EXPIRATION
7/26/2020
RECHECKS:
1.6/1/2020
PROJECT APPLICANT CONTACT PERSON:
2.
Gonzalo Guillen
3.
TEL:
(714)227-1189
FAX:
VALUATION: $33,476.00
EMAIL:
gplanos@sbcglobal.net
FLOOD ZONE: X-0602320163J
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.General: 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. A separate sheet for response may be used.Resubmit three (3) corrected 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.
- Public Works Agency approval (647-5039).
On the plan, please provide recycling program to show compliance with the Green Building Code.
2nd Review Comment: Could not locate information for waste management on the plan.
Structural Comments:
Lateral / shear wall –
Due to the removal of the interior wall and the addition, lateral resisting (shear wall) shall be provided along the front wall line. Provide calculation.
Detail 3/D1 called out for posted installed hold-down anchor was not applicable. Please provide detail to show post-installed hold-down anchor condition and clearly cross-reference onto the plan.
2nd Review Comment: Response was insufficient. Hold-down anchor placement into existing footing (post-installed) is different than hold-down anchor to new footing (cast-in-place). Please provide calculation and detail for new hold-down anchor to existing footing – design for cracked and non-cracked concrete condition. (ACI 318)
Reminder:Final plan and calculation shall be stamped, signed and dated by the California registered civil/structural engineer or architect.
(End of Comment: