HomeMy WebLinkAbout304223_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:
101115725
PROJECT ADDRESS:
3400 W Garry 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):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/10/2023
INITIAL REVIEW
8/15/2023
EXPIRATION
1/6/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Javier Cambero
3.
TEL:
(909)237-2219
FAX:
VALUATION: $30,000.00
EMAIL:
javier.cambero@nhmh.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSResubmit 2corrected sets of plans.Please return marked up set of drawings with corrections.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. 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 ((714)573-6100)
- Public Works Agency approval (647-5039)Sheet T1-0. Show correct type of construction. Per city’s record, the construction is type V-B.Sheet T1-0. Specify the content/material to be stored on the racks.Sheet A2-0. Row 19. The egress route is not allowed to go through underside of the racks. Sheet A2-0. Row 19. Maintain accessible routes are required. Provide 48” minimum clearance between the edge of the rack and the equipment/machine. Sheet A2.0. Update the number of the total racks in the scope of work. Racks may be changed or reduced during plan check.Indicate the total height of rack including the material height show on top shelve per allowable height specified in structural calculations. Show also provided vertical clearance between bottom of the roof/ceiling and top of the stored material on the top racks.Steel storage racks and their anchorage, where the importance factor is equal to 1.5 inaccordance with Section 15.5.3 of ASCE 7.CBC Section 1705.12.7, 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.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.Load application and rack configuration drawings shall be furnished with each rack installation. The drawings shall present the permissible configurations or limitations as to the maximum number of shelves or rails, the maximum distance between them, and the maximum distance from the floor to the bottom shelf or rail.The bottom of all posts shall be furnished with bearing plates. Drive-in, drive-through, and stacker racks shall be anchored to the floor by anchor bolts capable of resisting the horizontal shear forces caused by the horizontal and vertical loads on the rack.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.In the structural calculation book, please include all pages of calculation for rack type B and type T. END OF COMMENTS