HomeMy WebLinkAbout168528_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:
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:
APPLICABLE CODE: 2010 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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) for an appointment.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. If applicable, separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.The applicant shall obtain clearances/approvals for the following prior to building permit issuance:
- Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans
should be submitted to expedite the process.
- Fire Department approval on the corrected/final sets of drawings (647-5839 or 647-5700)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
Provide all sheets wet stamped and signed plans by licensed architect or registered professional engineer.
The tent area of 1741 sf does not match the title sheet. Please update.
The last sheet (not numbered) at end of the sets of plans show landings, ramps and handrails that do not match Sht. A-1.1. Please correspond.
Add the last sheet to sheet index.
Provide structural observation for this project.
Structural calculations from S3 Engineers dated June 15, 2011:
Page 6 provides a table of joint reactions which includes base moments. Clarify if analysis was done using base connections as rigid (not pinned) connections. The base connections calculations (from HW Engineering) do not account for any base moments loads.
Page 7 shows the design criteria used for the calculation. The design was done for “Full” enclosed system which does not match the partial enclosure shown for the current project installation. Please clarify, as a partial enclosure may cause additional uplift loads to the structure and base connections.
The frame 3D sections may be typical however the cross bracing locations (at the walls and roof) do not match the current installation and may result in different maximum envelope reactions. Please clarify.
Structural calculations from HW Engineering dated October 26, 2011:
Page three lists a safety factor of 1.5 used for the stakes. Provide a minimum safety factor of 3 for the stakes test loads due to the varied results of loads values from the tests. Provide additional stakes or additional counter weight ballasts to account for the added loads.
Page 1 and the pictures show a maximum 12” raised height for the stake installation. Please verify the loads tests (as the provided pictures show) were done with the same condition with maximum 36” embedment.