HomeMy WebLinkAbout211895_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:
10187258
PROJECT ADDRESS:
2009 N Louise St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/19/2015
INITIAL REVIEW
1/6/2016
EXPIRATION
5/17/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Bob Harrison
3.
TEL:
(562)755-1705
FAX:
VALUATION: $50,000.00
EMAIL:
rwhconst@aol.com
FLOOD ZONE: X-0602320144J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 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.Sheet 1: Please include demolition of existing second-floor deck as part of this permit under Building Data. In addition, include windows change-out and existing door-opening infill as part of this permit under Building Data.Sheet 2: Specify guard height to be 42 inches minimum measured above finished floor.Sheet 3: Deck framing plan indicates new 5-1/4x14 Paralam beam. However, section detail A shows the same beam with a different width (5-1/2x14 PSL). Verify discrepancy.Structural Calculations page 6: Footing calculations assume a “restraint” condition for footing design. On Sheet 3 – Detail A, the slab is on top of the footing. However, detail one shows footing 6 inches above earth without slab restraint. Verify condition and calculations.Engineer on Record shall provide stamp and signature on all structural drawings and first page of structural calculations.