HomeMy WebLinkAbout213912_1_Corrections.docxCommercial 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:
10187909
PROJECT ADDRESS:
515 E Dyer Rd
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, UnKnown
OCCUPANCY CLASSIFICATION(S):
S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/11/2016
INITIAL REVIEW
3/3/2016
EXPIRATION
7/9/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Tony Landeros
3.
TEL:
(714)223-6844
FAX:
VALUATION:$32,000.00
EMAIL:
permitland@yahoo.com
FLOOD ZONE:X-0602320278J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2007 California Building Code (CBC); MC = 2007 California Mechanical Code; PC = 2007 California Plumbing Code; EC = 2007 California Electrical Code; T = Table; ICC = International Code Council.
This project requires review by the fire department, please submit plan to fire department for review due to possibility of high stock pile storage.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.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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 set of drawings (647-5839 or 647-5700).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)Safety for overturning shall be checked with only the top shelf loaded at the center of gravity of the top load. (Rack Manufacturers Institute Sec. 2.7.6). Please note the top shelve is the tope shelve of the rack which is at 264” not as shown in calcs.These racks have a cantilevered portion, The rack need to be designed for the worst loading condition of the rack. Including the cantilevered portion.In determining overturning moments, the total weight shall be assumed to act at a height equal to 1.15 times the distance from the floor to the actual center of gravity of all the horizontal forces. (Rack Manufacturers Institute Sec. 8.1)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) .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.Justify the capacity of the lock pin to support a #1000 LB.