HomeMy WebLinkAbout264013_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:
101103408
PROJECT ADDRESS:
850 N Van Ness Ave
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/9/2020
INITIAL REVIEW
4/30/2020
EXPIRATION
9/5/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Bao D Pham
3.
TEL:
(909)538-7067
FAX:
VALUATION: $16,000.00
EMAIL:
bao@bdpeng.com
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.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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
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.
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply.
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)
For plywood roof diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and required blocking and panel layout pattern.
Provide calculation for the beam at the front garage.
Provide detail how interior walls are being supported and attached to the structure above.
Show how front of the garage is being supported laterally.
2x6 Ceiling joist cannot span 21 feet, in calculation please consider 10 psf live load or provide 2x8 ceiling joist.