HomeMy WebLinkAbout164582_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:
PROJECT ADDRESS:
PLAN CHECK ENGINEER:TEL:714FAX:714
647-5897
TYPE OF CONSTRUCTION:
OCCUPANCY CLASSIFICATION(S):
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
INITIAL REVIEW
EXPIRATION
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
3.
TEL:
FAX:
VALUATION:
EMAIL:
FLOOD ZONE:
APPLICABLE CODE: 2010 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items 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 3 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714)647-5831 for an appointment.Please return marked up set of drawings with corrections.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 (647-5839 or 647-5700)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The contract to including drafting and engineering fees. Provide complete site plan and show foot print of existing building and location of each trellis and distance to property lines. Compliance with Section 3105 of CBC. Additional plan check comments may apply.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
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.1603.1.5 Earthquake design data. The following information related to seismic loads shall be shown, 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 SI
Site class.
Spectral response coefficients, SDS and SDI
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.Dead load of 3 PSF is too low. Indicate each material weight for justification. The roof live load used in the design shall be indicated for roof areas. Section 1603.1.2 of CBCIndicate special inspection for HIT-HY 150 on the drawings.