HomeMy WebLinkAbout191558_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:
10180488
PROJECT ADDRESS:
1900 E Carnegie Ave Unit# A
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/10/2014
INITIAL REVIEW
1/14/2014
EXPIRATION
7/9/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Kirk Kramer
3.
TEL:
(714)632-5027
FAX:
VALUATION:$42,000.00
EMAIL:
kkramer@shelfmaster.com
FLOOD ZONE:X-0602320279J
APPLICABLE CODE: 2013CALIFORNIA 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.Resubmit 3corrected sets of plans.(When needed) Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. 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.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect and registered civil engineer.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 (647-5839 or 647-5700)
- Public Works Agency approval (647-5039)Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceOccupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers.On the drawings, indicate material name to be stored on the racks.Occupancies using hazardous materials are subject to special requirements. It is the applicant’s/owner’s responsibility, PRIOR TO SUBMITTAL, to make this known to the Building, Planning, or Fire Departments.When there has been a change in use or occupancy classifications, drawings shall show compliance with the CBC requirements for the new classifications. Reference CBC Section 3406.Indicate material name and weight to be stored on the calculations and drawings. Structural calculations to be designed to meet or exceed actual weight of material. 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 1707.6, 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. Please note on the drawings.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.(When applicable) 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.Note on the drawings and submit a copy of ICC Research Report for anchor bolts and required inspection.Revise calculations, allowable foundation pressure not to exceed 1000 PSF.Provide as built drawings to show 6” slab or note on the drawings if existing 6” slab is field verified by engineer of records.