HomeMy WebLinkAbout174551_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:
PROJECT ADDRESS:
PLAN CHECK ENGINEER:TEL:714FAX:714
647-5897
TYPE OF CONSTRUCTION:
OCCUPANCY CLASSIFICATION(S):
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
INITIAL REVIEW
EXPIRATION
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
3.
TEL:
FAX:
VALUATION:
EMAIL:
FLOOD ZONE:
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. Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Provide a copy of ICC ES 121539 report for Zinco N21 BRB nails as called out on the calculations. Provide a copy of applicable report.Clarify how the flat roof tile is resolved for new 7.2 psf tile weight as engineer is not taking responsible for this portion of work.Weights of Dead loads as shown in the calculations are too low. Revise calculations to show compliance with weight of each roof component other than tile based on ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures.Roof rafters are shown on the sketch with 13’-6” span. Calculations are shown as 10’-0”. Revise calculations to show correct span and justification.Provide foundation and or complete roof plan including detail/s to support items shown in calculation analysis.