HomeMy WebLinkAbout182381_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:
10177662
PROJECT ADDRESS:
303 E Santa Clara Ave
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/15/2012
Revise conventional framing to trusses.
INITIAL REVIEW
11/15/2012
EXPIRATION
5/14/2013
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tim Bernardy
3.
TEL:
(951)840-6598
FAX:
VALUATION: $186.58
EMAIL:
bernardytim@yahoo.com
FLOOD ZONE: X-0602320163J
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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment.Reference sheet SD-1, detail #13;Submit calculations for design of drag loads for design of drag truss and connections to other members. Incorporate results of calculations into drawings into drawings prior to re-submittal. Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.”
Truss drawings must reflect compliance with CBC Sections:
-Plans, structural calculations, and specifications must be prepared by a California registered civil
engineer. (A106.1)
- Fire-resistive protection of trusses when required by Table 6-A. (714.2.3)
-Regulation of prefabricated construction including required inspections and certifications. (1703.7)
-Connectors and fasteners shall be installed in accordance with CBC Section 2304.9.
-Metal-plate-connected wood trusses shall conform to CBC Section 2303.4.2. Provide evidence of
required fabrication, storage, handling and delivery inspections.
-When bearing studs are spaced at 24-inch intervals and top plates are less than two 2-inches by
6-inches, and when trusses are spaced at more than 16” intervals, such trusses shall bear within
5” of the studs beneath or a third top plate shall be installed. (2308.9.2.2)
-The ICC approved agency number must be noted on shop drawings.
- Note: If the responsible project designer declines to agree to review shop drawings, complete
structural calculations and drawings for trusses shall be submitted for review and acceptance by the
Building Safety Division prior to issuance of permits for the subject project.