HomeMy WebLinkAbout233854_3_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:
10194092
PROJECT ADDRESS:
820 N Harbor Blvd
PLAN CHECK ENGINEER:
Chehade, NabilTEL:714
647-5848FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
A-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/11/2017
INITIAL REVIEW
9/21/2017
EXPIRATION
3/10/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Cynthia Chong
3.
TEL:
(760)610-5264
FAX:
VALUATION:$125,000.00
EMAIL:
cynthia@marksarchitects.com
FLOOD ZONE:A-0602320143J
APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSMeetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5848 for an appointment.Clearly indicate the scope of work under this building permit application:
Provide a clear description of the scope of work under this permit.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.
- Public Works Agency approval (647-5039)
- County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide lateral analysis for the building.( in your response you stated that mansard being removed in taller than the proposed parapet. Detail 1 and 2 on sheet A5.0, shows the mansard lower than the proposed parapet.Provide lateral analysis for the parapet and justify the capacity of all the structural components. In addition, provide a detail of the connection of the parapet to the roof structure.( in your response, you indicated new sheets were added to the calcs; the new calcs are 25 pages, the new sheet seems were not inserted in the calcs.)New Comment ( provide a new structural runs using the larger beam in those cases where the run said N.G. ( this applies to the areas where the member size used on the plans is larger than what is in the calcs.