HomeMy WebLinkAbout194328_4_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:
10181355
PROJECT ADDRESS:
1403 3/4 N Tustin Ave Unit# WCC01
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/13/2014
INITIAL REVIEW
5/15/2014
EXPIRATION
11/9/2014
RECHECKS:
1.8-28-14
PROJECT APPLICANT CONTACT PERSON:
2.
Justin Davis
3.
TEL:
(949)885-9879
FAX:
VALUATION:$50,000.00
EMAIL:
FLOOD ZONE:X-0602320164J
APPLICABLE CODE: 2013 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThe 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)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance(Please see comment below)All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer. Structural calculations and drawings to be signed and stamped by each engineer. Each engineer submitting structural calculations to incorporate the results of calculations into signed and stamped drawings. (Drawings are missing, 8-28-14)Incorporate results of Structural calculations prepared by Mr. David W. Hawkings into drawings prior to resubmit. Drawings to be signed and stamped by engineer responsible to his work.
Due to additional lateral load, provide structural calculations for design and justification of existing pole, attachment and foundationsystem. Submit as built/existing drawings for set of drawings. Orshow compliance with Section 3403.4 of 2013 CBC, where the alteration increases design lateral load. Any existing lateral load carry structural elements whose demand-capacity ratio with the alteration considered is no more than 10 percent grater its demand-capacity ratio with the alteration ignored shall be permitted to remain unaltered. Submit structural calculations for design and justification to determine compliance with said Section.
CBC Section 1603.1.4, Wind design data. The following information related to wind loads shall be shown on the calculations and drawings, 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.CBC Section 1603.1.5, Earthquake design data. The following information related to seismic loads shall be shown on the drawings and calculations, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building:
- Seismic importance factor, I, and occupancy category.
- Mapped spectral response accelerations, SS and S1.
- Site class.
- Spectral response coefficients, SDS and SD1.
- Seismic design category.
- Basic seismic-force-resisting system(s).
- Design base shear.
- Seismic response coefficient(s), CS.
- Response modification factor(s), R.
- Analysis procedure used.