HomeMy WebLinkAbout211011_1_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
10186933
PROJECT ADDRESS:
3601 W Moore Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/28/2015
INITIAL REVIEW
12/3/2015
EXPIRATION
4/25/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Khosrow Nourmohammadi
3.
TEL:
(949)852-8700
FAX:
(949)852-1918
VALUATION:$85,000.00
EMAIL:
Absoluteco@aol.com
FLOOD ZONE:X-0602320258J
APPLICABLE CODE: 2013 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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.Please return marked up set of drawings with corrections.Structural calculations page one indicates Risk Category One for this building. Risk Category one represents low risk to human life in the event of structures failure. Provide note on plan that storage racks are not open to public, employee access only. If the storage rack area is open to public, revise the Risk Category to Two. Revise calculations are not necessary since the seismic importance factor remains 1.0.Specify design parameter data on plan. For example, Risk Category, Ss, S1, Sms, Sm1, Response modification factor, Seismic Response coefficient, design dead load on storage racks.Provide note on plan:” All post-installed anchor bolts require special inspection”.Provide note on plan:” Rack installations shall display in one or more conspicuous locations a permanent sign of 50 square inches in area, showing the capacity of the rack.”Provide note on plan: “The clear space sprinkler shall be a minimum of 18 inches between the top of the storage and the ceiling sprinkler deflector.”Last page on structural calculations show two -5/8” diameter bolt with 4 inches embedment to be used on connection between storage rack and concrete foundation. Sheet S-1 shows two connection details. However, it does not match the calculations. Please stamp and sign the plan and structural calculations.