HomeMy WebLinkAbout272509_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:
101105902
PROJECT ADDRESS:
2210 3/4 N Grand Ave Unit# WCC01
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/17/2021
INITIAL REVIEW
2/28/2021
EXPIRATION
8/16/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Areej Rajput
3.
TEL:
(949)383-1900
FAX:
VALUATION: $45,000.00
EMAIL:
areej.rajput@crowncastle.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 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) 647-5812 for an appointment.Please return marked up set of drawings with corrections.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.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceShow size of existing Antenna that is replaced by new one.On sheet C-5 detail 3, provide detail to show how Antenna is attached to the monopine.CBC Section 1603.1.4, Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building:
- Basic wind speed (3-second gust), miles per hour (km/hr).
- Wind importance factor, I, and occupancy category.
- Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind
direction shall be indicated.
- The applicable internal pressure coefficient.
- Components and cladding. The design wind pressures in terms of psf to be used for the design of exterior
component and cladding materials not specifically designed by the registered design professional.