HomeMy WebLinkAbout238522_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:
10195573
PROJECT ADDRESS:
2041 S Grand Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/15/2018
INITIAL REVIEW
2/15/2018
EXPIRATION
8/14/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Chad Castro
3.
TEL:
(714)352-3246
FAX:
VALUATION: $160,000.00
EMAIL:
ccastro@icsinc.tv
FLOOD ZONE: X-0602320276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016 California Plumbing Code; CEC = 2016 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.The proposed excavation drawings and the “Removal Action Work Plan” have been reviewed. The approximate excavation area is 2,300 square foot and depth of excavation ranges from 4 feet deep to 14 foot deep. Proposed excavation area is located North-East corner of existing building. Portion of excavation area is located underneath an existing exterior walls. The primary concern on this scope of work is the structural stability of existing building. A licensed Civil Engineer/Structural Engineer or Geotechnical Engineer shall review the excavation plan and approve the method of slot trenching, method of compaction under the slab, method of compaction under existing footing, approval of compaction report, and certified the backfill material. Per general notes on Figure C, concrete compressive strength of 3000 psi requires special concrete inspection by a deputy inspector. All post-installed anchor bolts including Simpson Set XP epoxy requires special inspection also. A licensed Civil Engineer or Structural Engineer shall stamp and sign the excavation drawings.