HomeMy WebLinkAbout237535_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:
10195276
PROJECT ADDRESS:
1760 E Wilshire Ave
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/10/2018
INITIAL REVIEW
3/8/2018
EXPIRATION
7/9/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Karen Lizarraga
3.
TEL:
(619)873-4410
FAX:
VALUATION:$39,000.00
EMAIL:
KarenL@WarehouseSolutions.com
FLOOD ZONE:X-0602320277J
APPLICABLE CODE: 2016 CALIFORNIA 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.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 2corrected 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, 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)
- Police Department approval on the corrected/final set of drawings (647-5840)
- School District Compliance Certificate; a copy of the building permit application, signed by the plan check
engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.Provide floor area calculations to show that the mezzanine added is less than 1/3 of the open floor area; otherwise this will be considered a second floor.Dimension the width of the stair; please make sure it complies with the requirements of chapter 10 and the accessibility requirements.Specify the use of the mezzanine, please clarify the type of material that will be stored on the mezzanine and justify a dead load to be used in the design of the flooring of the mezzanine.Specify the type of material that will be stored on the shelves.Provide structural calcs to justify adequacy of the metal deck to support the load.Provide a detail that shows the connection of the wood deck to the metal deck and framing.Please note that the mezzanine has to be sprinklered.Show on the floor plan the location of the mezzanine and the stairs.There should be a landing at the top and bottom of the step. The railing should extend on the landing. Please dimension the length of the extension. Also dimension the height of the railing and the space between the pickets. Please make sure all the dimensions are in compliance with the requirements of the Building code.Provide notes and details to show that the bathrooms serving the area of remodel are in compliance with the accessibility requirements of chapter 11B.The details shown for the parking curb ramp differ from what is shown in from of the building.In the calcs, you need to address the case of the wide tunnel where the column have a longer unsupported length due to the absence of the beam members.Clarify on the plans where the tunnel is and where all the aisle are. Dimension the width of all the isles.Show on the plans the thickness of the slab. Please justify the use of 1000psf for the soil right under the slab or use an allowable load of 850psf per the City of LA recommendation.Please show a section that is a depiction of this project that shows the sizes of all the beams to be used specifically the one at the top.