HomeMy WebLinkAbout189588_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:
10179857
PROJECT ADDRESS:
310 N Bewley St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/14/2013
INITIAL REVIEW
11/7/2013
EXPIRATION
4/12/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Paul Van
3.
TEL:
(559)916-5951
FAX:
VALUATION: $2,815.00
EMAIL:
pvan56@yahoo.com
FLOOD ZONE: X-0602320256J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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.
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Provide a complete full-height section and details of stairway showing: (CRC R311.7)
- Maximum rise of 7¾ inches and minimum run (tread) of 10 inches. Identify all the items on the floor plan.Are there any ceiling joists for the porch.Identify all the members that support the king posts.Provide lateral support for the front of the patio.Provide complete shear transfer from the roof to the existing sfd , on detail 4/A-2.Detail 4/A-2 shows the plywood is being removed , if that is the case show how the shear transfer integrity not being disturbed.Change 4x8 beam to 4x10 or provide engineering.Provide plywood for the pony wall.Provide spacing for lag screw on detail 4/A-2