HomeMy WebLinkAbout277483_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:
101107387
PROJECT ADDRESS:
3600 W McFadden Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
A-2, B, M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/28/2021
INITIAL REVIEW
8/16/2021
EXPIRATION
1/24/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Castro
3.
TEL:
(949)413-5382
FAX:
VALUATION:
EMAIL:
jose.castro@wdpartners.com
FLOOD ZONE: X-0602320256J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThe submitted structural calculation appears not been updated for this revision. Submit 2 copies of structural calculation to provide complete racks/shelves design based on the latest revision #4 plans. Refer to sheet FXS3 Detail 1 Table for new racks/shelves added as revision #4. (E.g. rack B, BAD…)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.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.No Corrections marked on the drawings.END OF COMMENTS