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Home My WebLink AboutRS090178_Correction ListCounty of Orange OC Public Works OC Planning Main Office 300 N. Flower Street Santa Ana, CA 92702-4048 Residential Plan Check Corrections It is the responsibility of the applicant to satisfy the requirements (clearances) of each of the departments listed in this document. Normally, each section will stamp your plans indicating their approval. To view your plan check status and the latest correction list on the Internet, please visit: http://www.ocplanning.net and click on 'Plan Check Status' Link. Please note that Planning and Development Services (PDS) Public Counter Hours are open Monday thru Friday from 7:30 a.m. to 5:00 p.m. except holidays. Project Number:RS090178 Submittal Date:Feb 08, 2011 CBC Edition: 2007 Plan Check Date: 2/9/2011 3:03 PM Description:New two story family with subterranean garage Job Address 21 AVALON VISTA NEWPORT COAST, CA Owner Address Parviz Safaei 7 Avalon Vista Newport Beach CA92657 1st Plan Check 3/17/09 1st Recheck 5/27/09 1st Revision 5/18/10 1st Recheck 5/26/10 2nd Recheck 5/27/10 Current - 2nd Revision 2/9/11 Architect of Record David P. Hohmann 250 Baker Street Costa Mesa CA92626 714-241-3600 dhohmann@sbcglobal.net Plan Checked By Contact Address Raul Lao 250 Baker St Costa Mesa CA 714-241-3600 acaraig@davidpiercehohmann.com Page 1 of 5 RS090178 GENERAL INFORMATION This correction list covers plan check of residential occupancies (R-3) and garage/carports only. Application for which no permit is issued within 180 days following the date of application shall expire by limitation. An extension of 180 days may be granted upon written request showing circumstances beyond the control of the applicant have prevented action being taken. In order to renew action for an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. Sec. 107.4. Plans, engineering calculations, diagrams and other data shall be submitted in two sets with each application for a permit. The building official may require plans, computations and specifications to be prepared and designed by an engineer or architect licensed by the State to practice as such. Sec. 106.3.2. At building permit issuance, one (1) additional set of plans consisting of summary or title sheet, plot plan, floor plans and elevations shall be required for the Assessor´s Office. INFORMATION Valid Worker´s Compensation Certificate or Owner-Builder Verification is required prior to issuance of building permits. The Structural or Civil Engineer or Architect responsible for this project shall sign three final sets of plans. The third set is for the Assessor´s Office. Recheck by appointment only. Call your Plan Checker at (714) 667-8878 for recheck appointment. The correction list is available on the Internet at http://pdsd.oc.ca.gov (Click on the services tab, then the Plan Check Processing link). The section Nos. and table Nos. called out in this correction list are from the 2007 California Building Code unless noted otherwised. Page 2 of 5 2/9/2011 3:03 PM RS090178 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES Notes must be shown as worded, on the title sheet of the plan 1. In the case of emergency, call___________________at Work Phone #___________________or Home Phone #_________ __________. 2. Sediment from areas disturbed by construction shall be retained on site using structural controls to the maximum extent practicable. 3. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. 4. Appropriate BMP's for construction-related materials, wastes, spills shall be implemented to minimize transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. 5. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated to reduce or remove sediment and other pollutants. 6. All construction contractor and subcontractor personnel are to be made aware or the required best management practices and good housekeeping measures for the project site and any associated construction staging areas. 7. At the end of each day of construction activity all construction debris and waste materials shall be collected and properly disposed in trash or recycle bins. 8. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than stormwater only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance with local, state and federal requirements. 10. Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. 11. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion of each working day. Drainage is to be directed toward desilting facilities. 12. The permittee and contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas where impounded water creates a hazardous condition. 13. The permittee and contractor shall inspect the erosion control work and insure that the work is in accordance with the approved plans. 14. The permittee shall notify all general contractors, subcontractors, material suppliers, lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. 15. Equipment and workers for emergency work shall be made available at all times during the rainy season. Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 16. All removable erosion protective devices shall be in place at the end of each working day when the 5-Day Rain Probability Forecast exceeds 40%. Page 3 of 5 2/9/2011 3:03 PM RS090178 17. Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion and sediment controls to the maximum extent practicable, and stockpiles of soil shall be properly containted to minimize sediment transport from the site to streets, drainage facilities of adjacent properties via runoff, vehicle tracking, or wind. 18. Appropriate BMPs for construction-related materials, wastes, spills or residues shall be implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. Page 4 of 5 2/9/2011 3:03 PM RS090178 Residential Plan Check Corrections Sheet Comments By Foundation L. Nguyenc0.1 In your responses, please refer to the alpha-numeric reference numbers that are shown at the start of each of the following correction items. L. Nguyenc8.2 For proposed Hardy Frame HFX-18x 10 attached to top of Steel Beam W 12 x 35 over Vine room: 1) check the beam for Deflection due to seismic Uplift/ Compression Force = 21,620 lbs as per Hardy frame Manual. 2) check the beam for supporting Discontinuous Shear wall as per Section 12.3.3.3 , ASCE 7-05 and Load combination with Overstrength Factor of Section 12.4.3.2 , Equation # 5 : ( 1.2 + 0.2 Sds) D + Phi x QE 3) Check Web Buckling of Steel Beam : may require Web Stiffener to resist Overturning Compression/ Uplift Force = 21,620 of hardy Frame Page 5 of 5 2/9/2011 3:03 PM = Indicates line item not Cleared.