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Home My WebLink About174506_2_Corrections.docxRESIDENTIAL PLAN CHECK 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: 10175717 PROJECT ADDRESS: 601 S Main St PLAN CHECK ENGINEER: Vo, TungTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 7/30/2012 INITIAL REVIEW 9/4/2012 EXPIRATION 1/26/2013 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Peter Weeks 3. TEL: (909)980-6222 FAX: VALUATION: $35,000.00 EMAIL: pweeks@eaglelifting.com FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 California Electrical Code; T = Table; ICC = International Code Council.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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment. Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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. -Public Works Agency approval (647-5039). Drawings must be to scale and be on 18" x 24" minimum sheets. Scale of Drawings must be large enough to insure legibility. Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Provide an Index of drawings on cover sheet. Provide a statement on the title sheet of the plans that this project shall comply with following codes: - 2010 California Residential Code (CRC) - 2010 California Building Code (CBC) - 2010 California Electrical Code (CEC) - 2010 California Mechanical Code (CMC) - 2010 California Plumbing Code (CPC) - 2010 California Green Building Standards Code (CGBS) or CALGreen - 2010 California Energy Code (CEnC) - City of Santa Ana Municipal CodeSubmit two (2) copies of a geotechnical report for the subject project in accordance with CBC Section 1802. The geotechnical engineer shall include in said report applicable items noted under CBC Section 1803.6.CBC Section 1803.6 Reports. The soil classification and design load-bearing capacity shall be shown on the construction document. Where required by the building official, a written report of the investigation shall be submitted that includes, but need not be limited to, the following information: - A plot showing the location of test borings and/or excavations. - A complete record of the soil samples. - A record of the soil profile. - Elevation of the water table, if encountered. - Recommendations for foundation type and design criteria, including but not limited to: bearing capacity of natural or compacted soil; provisions to mitigate the effects of expansive soils; mitigation of the effects of liquefaction, differential settlement and varying soil strength; and the effects of adjacent loads. - Expected total and differential settlement. - Pile and pier foundation information in accordance with Section 1810. - Special design and construction provisions for footings or foundations founded on expansive soils,as necessary. - Compacted fill material properties and testing in accordance with Section 1804.5. The geotechnical report requires foundation excavations to be reviewed by a geotechnical engineer. Note on the foundation plan "Prior to requesting a Building Safety Division foundation inspection, the geotechnical engineer shall inspect and approve the foundation excavations." (1803) Have the consulting geotechnical engineer review and approve the foundation plans. (1803) A soils/geology report is required and shall identify the following items: Cause of problem Method of repair Must identify the proposed product as an acceptable repair method Corrosivity analysisThe soils engineer and registered engineer licensed in the State of California must wet stamp and sign the drawings.A site plan and a floor plan shall be submitted. The plans shall show:Jacking location and points (not to exceed 5’-6” o.c. assuming plain concrete), verify the one with 6’-6” spacing. Any additional repairs as required Cathodic protection for the buried items (i.e. a sacrificial anode or impressed current system designed to prevent corrosion). A final report shall be prepared and forwarded to the Soil Engineer for inclusion in his final report.If additional structural repairs (such as cracked footings, walls, etc.) need to be addressed, the repair plans shall be prepared by a licensed engineer/architect. The plans shall indicate how the “VOID” between the existing slab and the natural ground is filled with approved material by approved listing agency.When lifting operations are in progress, the gas supply and water shall be shut down.The gas/water system shall be tested and repaired as required prior to the final inspection.The licensed Soils Engineer/Geologist must monitor the work. A final observation report must be submitted which shows that the installed system is in general conformance with the soils/geology report and the approved plans and specifications.The final report by the licensed Soils Engineer shall describe the method utilized and any additional data that was generated to validate the location of bearing strata and completeness of the work by the contractor.Provide evaluation report from approved listing agency for capacity of the pier system. Show how to convert 4000 psi of hydraulic jacks to soil pressure which shall be on soil report and structural calculation. Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted.