HomeMy WebLinkAbout182227_2_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:
10177614
PROJECT ADDRESS:
4040 W Carriage Dr
PLAN CHECK ENGINEER:
Vo, TungTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/7/2012
INITIAL REVIEW
11/29/2012
EXPIRATION
5/6/2013
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tony Landeros
3.
TEL:
(714)223-6844
FAX:
VALUATION:$27,000.00
EMAIL:
permitland@yahoo.com
FLOOD ZONE:X-0602320258J
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 3corrected 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.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.CBC Section 1707.6, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D.Lower portions of posts exposed to damage by forklift trucks or other moving equipment shall have protective devices. If not so protected, at the option of the building official, the rack structure may: (1) be designed to maintain its full design load capacity at allowable stresses with the exposed post capacity reduced by one-half or (2) be designed to maintain its full design load capacity at 50 percent increased allowable stresses with the exposed post assumed to have no carrying capacity.
Design base plate based on the maximum allowable bearing stress, F’p for allowable stress design (ASD) and on themaximum bearing loads, ɸcPp for load resistance and factor design (LRFD). (RMI 7.2)
Design anchors to resist uplift forces due to vertical and lateral forces in accordance with appendix D of ACI 318. Designstrength of anchors must be reduced by multiplying the allowable load by 0.75 as required by ACI Appendix D 3.3.3. Designof the anchors must be designed to be governed by tensile or shear strength of a ductile steel element.(RMI 8, ACI D3.3.3)
Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted.