HomeMy WebLinkAbout204780_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:
10184753
PROJECT ADDRESS:
3330 S Harbor Blvd
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, SPK
OCCUPANCY CLASSIFICATION(S):
B, F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/14/2015
INITIAL REVIEW
6/18/2015
EXPIRATION
10/11/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Young Tran
3.
TEL:
(714)412-4500
FAX:
(949)251-1368
VALUATION: $4,000.00
EMAIL:
designexpress@sbcglobal.net
FLOOD ZONE: X-0602320258J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 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 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.Structural drawings and structural details shall be separated from structural design calculations. It is acceptable for structural design calculations to have an Engineer On Record’s Signature and Stamp on the title sheet only. However, each sheet of structural drawings and details shall be stamped and signed by the Engineer On Record. Please prepare structural drawings and structural details on a minimum 18” x 24” paper size.Page 3 of 19 and page 5 of 19 indicate 12,000 lb of new equipment. However, page 4 of 19 and page 10 or 19 show 10,000 lb max. equipment. Verify discrepancy.Page 6 of 19: Will the new steel plate and existing wide-flange connection require field welding? Page 6 of 19: Please specify special inspection requirements if field welding is required.Page 6 of 19: Please specify special inspection requirements for post-installed anchor bolts.Page 7 of 19: Revise code edition to “2013 California Building Code”Page 10 of 19: Calculations show equipment weight of 10,000 lbs. However, details shows maximum equipment weight of 12,000 lbs.