HomeMy WebLinkAbout214085_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:
10187971
PROJECT ADDRESS:
1900 E Carnegie Ave Unit# A
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/19/2016
INITIAL REVIEW
3/4/2016
EXPIRATION
7/17/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jonathan Iliff
3.
TEL:
(714)632-5027
FAX:
VALUATION:$10,000.00
EMAIL:
jiliff@shelfmaster.com
FLOOD ZONE:X-0602320279J
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) 647-5848 for an appointment.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 ((714)573-6100)
- Public Works Agency approval (647-5039)
The valuation of improvements for the subject building permit application has been calculated to be $10,000.00.Steel storage racks and their anchorage, located inside the sales area or areas where the public are allowed in must be designed using an importance factor of1.5 in accordance with Section 15.5.3 of ASCE 7.
Note on the plans "The owner shall maintain the structural integrity by assuring proper operation,
a. housekeeping, and maintenance of the racks by:
b. Prohibiting overloading the rack system.
c. Regularly inspecting for damage.
d. Maintaining all pallets in a good, safe condition.
e. Ensuring pallets are properly placed.
f. All goods are placed on the pallets.
g. Prohibiting pallet double-stacking unless the rack is designed for this.
(Rack Manufacturers Institute Sec. 1.4.1)
Note on the plans "Upon any visible damage, the pertinent portions of the rack shall be unloaded immediately by the user and the damaged portion shall be adequately repaired or replaced." (Rack Manufacturers Institute Sec. 1.4.9)Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.Include the 25 percent increase of one unit load in vertical loading for impact for the beam and end connection design. The load must be placed in the most unfavorable position for moment and shear. (Rack Manufacturers Institute Sec. 2.4) .
Include calculations for the base plate thickness due to the longitudinal base plate moment. The base plate moment on the compression side is the total vertical load (P + anchor bolt tension) .
Justify the allowable soil bearing value directly below the slab on grade. Provide a note on the plan specifying the allowable soil bearing value 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.Add note to plans indication that the area where the racks are installed is not a sales area.Sheet 18 of 28, please clarify the default capacity of the moment at the base. In addition with this high capacity rack,, it looks that you are assuming the brackets are providing a fully fixed connection, while in reality they are partially fixed. Adjust your number to come up with a design that more replicate the actual loads.