HomeMy WebLinkAbout302011_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:
103115038
PROJECT ADDRESS:
914 S Harbor Blvd
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
5/11/2023
INITIAL REVIEW
6/14/2023
EXPIRATION
11/7/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Cleofas Hernandez
3.
TEL:
(714)679-4699
FAX:
VALUATION: $7,000.00
EMAIL:
hernandezcleo@hotmail.com
FLOOD ZONE: X-0602320256J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.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.
Clearances –The approval from the following agencies are required prior to Building permit issuance:
Planning Division – After the Building Division’s approval, Building Division staff will notify the Planning Division for approval. For approval status, contact the Planning Division at (714) 647-5804 or visit the Planning Division counters.Orange County Fire Authority (OCFA) - Submit plans to OCFA may be required.Visit www.ocfa.org for submittal information and locations. If you need assistance or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit OCFA at 1 Fire Authority Road, Irvine, CA 92602. After the building division’s approval, bring an OCFA approved plan to the Building Division counters for prove of OCFA approval.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.
BUILDING PLAN REVIEW COMMENTS:
First plan review cycle (PC1):
General code requirements:
Provide a key plan showing property lines, street names, and location of building(s) with proposed storage racks.
Provide the following on the first sheet of the drawings:
Occupancy type: B, S-1
Construction type (s): VB
Total area and aggregate areas: ___
Number of stories: ___
Fire Sprinkler – type
Scope-of-Work: Show the complete Scope-of-Work on the plans per the permit application.
Install (1) 12 feet tall maximum car lift.
Install ___ feet tall x ___ feet in width and ___ feet in length storage racks. (Note: type and dimensions for the racks are required in the scope of work)
A licensed civil or structural professional engineer shall inspect the existing installation of the car lift posts into concrete slab. Provide a statement on plan that the installation is verified and meets the minimum anchorage requirement per sheet 4 and sheet 5 of this submittal. The statement must include the findings of the existing condition and signed, stamped and dated by the engineer in responsible charge. However, if the existing condition does not meet the requirements, please provide additional engineering calculation and details for the alternate design of the anchorage by the engineer. The statement, engineering calculation and details shall be part of the plans.
Storage racks
Provide two elevations of each type of the rack with dimensions.
The maximum height of the storage racks shall be approved by the Fire Department. Please consult the Fire Department and make changes of the rack height on plan if necessary.
Between storage racks, provide dimensions to have 60” diameter circle located at the end of the aisle on plan. (11B-304.2)
On plan to show clear width of each aisle between storage racks. 44” minimum clear width between the racks is required. (11B-403.5.1 exception 4)
STRUCTURAL
Submit engineering design for the storage racks taller than 8 feet in height. Plans and calculations shall be prepared, stamped, dated and signed by a licensed professional, civil or structural engineer. The following are general structural requirements. Since no structural design has been submittedat this time, new plan check comments may apply subject to the future submitted structural design.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, E or F.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.
END OF COMMENTS