Loading...
HomeMy WebLinkAbout205174_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: 10184898 PROJECT ADDRESS: 3509 S Woodland Pl 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 4/28/2015 INITIAL REVIEW 6/26/2015 EXPIRATION 10/25/2015 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Tung Do 3. TEL: (714)856-4902 FAX: VALUATION: $15,000.00 EMAIL: tungcaodo@gmail.com FLOOD ZONE: X-0602320259J 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: Show set back dimension between the new porch and property line.Sheet 1 – Detail 1: Detail 1 indicates plywood sheathing information per framing plan. However, sheathing information is not shown on the framing plan.Sheet 1 – Detail 1: Specify double top plates to beam connection.Sheet1 – Detail 4: Specify 3 inches clearance between bottom of rebars and exposed earth.Sheet 1 – Detail 6: Specify length of lag screws.Sheet 1: Provide Engineer On Record’s stamp and signature on all structural drawings and structural details.Sheet 2: Per tower framing plan, show rafter to beam detail on detail 3 sheet 1.Sheet 3: Per South Elevation drawing, show detail with concrete slab on detail 4 sheet 1.