HomeMy WebLinkAbout156295_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
80’ height cell tower and underground utility trench, 223 S.F. at 18’ deep in the ground.
INITIAL REVIEW
EXPIRATION
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
3.
TEL:
FAX:
VALUATION:
EMAIL:
FLOOD ZONE:
APPLICABLE CODE: 2007 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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) for an appointment.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)
- Public Works Agency approval (647-5039)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)
- 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 issuanceState Division of Occupational Safety Permit (Cal/OSHA) (939-0145). A Cal/OSHA permit is required for:
- Construction of trenches or excavations which are 5‘or deeper and into which a person is required to descend.
- The construction or demolition of any building, structure, false-work, or scaffolding more than three stories
high or the equivalent height.Submit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects.Provide pedestrian protection in accordance with CBC Section 3306. Show location and type of protection on plan view. Provide typical construction details, sections, and elevations of pedestrian protection required. Pedestrian protection constructed within a public right of way shall require a building permit issued by the Building Safety Division and a separate approval from the City’s Public Works Agency (714) 647-5039.Show on the plans:
- Complete legal description
- Assessor’s Parcel Number
- Correct Occupancy Classification(s)
- correct Type of Construction
- Fire Sprinkler System (State purpose of sprinkler system, for example, area increase under CBC Section
506.3, required by CBC Section 903 for type of occupancy, etc.)
- Specify finish floor elevation of first floor.Reference page 9 of geotechnical report page 9, Clarify drainage method for doghouse, Underground Utility Trench. Additional pan check comments may apply.Reference page 3 of geotechnical report indicates ground water was encountered at depth of 13 and proposed doghouse,underground Utility trench is at depth of 18’.1’. Submit calculations for bouncy effect to satisfy Section of CBC.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:
- New mechanical equipment inside of doghouse (underground utility trench). Indicate size, weight and height of each equipment as well. Provide positive attachment to floor per results of structural calculations.Indicate distance from proposed doghouse (underground utility trench) and tower to existing buildings.Correct Type of construction and occupancy on sheet T-1 for proposed work N/A.Submit calculations when slab/footing are subject to water pressure to resist a uniformly distributed uplift equal to the full hydraulic pressure.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.