HomeMy WebLinkAbout168995_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:
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: 2010CALIFORNIA 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 4corrected sets of plans.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).
- 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.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuance.Show all property lines of record on the site plan. Show compliance with CBC Section 704 and CBC Tables 601, 602, and 704.8. Indicate distance from proposed patio to existing buildings and property lines. Clarify if proposed patio to be equipped with sprinklered system.Submit a signed copy of the contract showing labor and materials for all work including architectural and structural fees to be done under the subject building permit application. Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 1134B, Chapter 11B: (Proposed patio cover is required to be accessible. Show accessible path from existing buildings and site to patio cover.
- An accessible route to the new patio areafrom adjacent buildings and parking area.
- Accessible restrooms (existing building is to be used)
- Parking Valuation of proposed project is calculated as $14,000.00. A minimum of 20% of valuation of construction is required to be spent towards providing disabled access in the priority order as noted in CBC Section 1134B. Revise the drawings to show compliance. Show both existing elements and how they will be upgraded to current standards.
In lieu of soils investigation report per Sections 1803.6 of the 2010 California Building Code, revise structural calculations for minimum foundation/footing design requirements for small projects as follows per City of Santa Ana policy.
- Allowable foundation pressure not to exceed 1000 PSF and 100 PCF for lateral.
- Footing to have minimum reinforcement of: 2 #4 at top and 2 #4 at bottom.
- The minimum depth of footings below undisturbed ground surface to be 12 inches.
- Minimum width and thickness of the footing shall comply with Table 1809.7 of the 2010 CBC.Provide calculations for design and justification of uplift load.Note ICC Research Report Number for corrugated sheet metal roof. Indicted the gage and justify the span with diaphragm attachment.Revise calculations for lateral analysis based on Sections 1807.3.2.1 or 1807.3.2.2 for free standing patio cover.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.CBC Section 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 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.