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HomeMy WebLinkAboutRS181588_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 8:00 a.m. to 4:00 p.m. except holidays. Project Number:RS181588 Submittal Date:Dec 18, 2018 CBC Edition: 2016 Plan Check Date: 1/16/2019 5:59 PM Description:New Free standing Pergola (315 SF) Job Address 3 TIDE WATCH NEWPORT COAST, CA Owner Address Kara and Aaron Stecker 3 Tide Watch Newport Coast CA Current - 1st Plan Check Plan Checked By Contact Address Patrick B Sanders 20331 Lake Forest Drive #c-2 Lake Forest CA92630 949-951-6944 949-951-6936 FAX pats@sandersconstruction.com Page 1 of 6 RS181588 GENERAL INFORMATION 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. Valid Worker´s Compensation Certificate or Owner-Builder Verification is required prior to issuance of building permits. Major corrections shall be made on the original tracing resubmitted with two (2) sets of new prints. Return the previous check print with revised plans. The correction list is available on line at http://ocplanning.net (Click on the plan check status). The Structural Engineer or Civil Engineer or Architect responsible for the project shall sign three final approved sets of plans. The third set is for the assessor´s Office. Note on the correction sheet the location of the completed corrections on your plans. Plans will not be rechecked at the counter, allow ten (10) working days for recheck. Page 2 of 6 1/16/2019 5:59 PM RS181588 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 6 1/16/2019 5:59 PM RS181588 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 6 1/16/2019 5:59 PM RS181588 Residential Plan Check Corrections Sheet Comments By RS 2016 D. Leever1 In your responses, please refer to the alpha-numeric reference numbers that are shown at the start of each of the following correction items. Pending D. Leever2 RS CRC 2016 Pending D. Leever2.1 PLAN REQUIREMENTS Pending D. Leever2.1.1 Upon final approval and prior to permit issuance, the applicant shall be required to submit one hard copy set of plans AND one USB drive containing one separate .pdf file for each of the following as applicable: construction plans (including all trades), structural calculations, File naming convention examples: RS181588.plans.pdf RS181588.structuralcalculations.pdf A 4"X4" space located 1" from top edge and 5" from right edge of all the plan sheet shall be left blank to receive the County's electronic approval stamp. It is the contractor or owner/builder's responsibility to provide one hard copy set of plans with County approval stamp in the field for inspector to view. Pending D. Leever2.1.2 Final electronic plans and calculations are to be stamped and signed by an architect or civil/structural engineer licensed by the State of California. [CRC R301.1.3.1] Pending D. Leever2.1.3 Starting January 22, 2019 all new permit applications, re-submittals and revisions including plans/reports/calculations shall be submitted electronically in PDF format through OCPW portal. For more information, please call Customer Care at 714-667-8888 Pending D. Leever2.1.4 Plan check and fire clearance is required from the Orange County Fire Authority (OCFA). Submit plans at OCFA, 1 Fire Authority Road, Irvine, CA 92602, for fire plancheck review. If you have any questions contact Ruben Colmenares at 714-573-6126. OCFA planreview turn around time is typically 5-10 working days. Revise plans to show compliance with OCFA approval letter requirements. Submit the OCFA approved site plan and/or approval letter at time of resubmittal/recheck. Pending D. Leever2.1.5 Revise plans to show compliance with CBC section 710A. Revise wood specifications to indicate fire retardant treated wood, or revise plans to use non-combustible building materials. Pending D. Leever2.1.6 Include NPDES notes on the plans, include name and phone number at the top of the form. Pending D. Leever2.1.7 Revise cover sheet of plans to update the scope of work to indicate Page 5 of 6 1/16/2019 5:59 PM = Indicates line item not Cleared. RS181588 Residential Plan Check Corrections Sheet Comments By new patio cover 315sf. See red marks on cover sheet. Pending D. Leever2.1.8 Revise the sheet index on cover sheet of plans to match the actual sheets provided in the plan set. See red marks on sheet LS-1. Pending D. Leever2.1.9 Revise site plan to show distance from side and rear property line to the patio cover eave overhang. Pending D. Leever2.1.10 Grading plans show 2:1 descending slope beyond the property line. Revise site plan to show distance from patio cover to top of the descending slope. Pending D. Leever2.1.11 Provide a cross sectional drawing through the proposed patio cover and adjacent descending slope. Indicate the total vertical height (H) of the slope, slope gradient (i.e. 2:1, or 1.5:1) and the required setback from the bottom of the proposed patio cover footing to the slope face (daylight) per CBC 1808.7.2 and CBC Figure 1808.7.1. Minimum setback required is the smaller of H/3 or 40´. Pending D. Leever2.2 GENERAL CONSTRUCTION REQUIREMENTS Pending D. Leever2.2.1 Eave projections of ccessory buildings without an automatic residential fire sprinkler protection are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet of property line. [CRC Table R302.1 (1)] Provide detail of one-hour eave underside or provide heavy timber substitution at rafters, if eave within 5' of property line. Pending D. Leever2.3 ROOF CONSTRUCTION AND COVERING Pending D. Leever2.3.1 Specify ICC approval number for tile and special roof coverings. [CRC R905.1] Pending D. Leever2.3.2 Two layers of underlayment are required for roof from 2/12 slope up to 4/12 slope regardless the thickness of the felt. CRC Table R905.1.1(1), and Section 905.2.2 for asphalt, and CRC Section 905.3.2 for tile. Pending D. Leever2.4 STRUCTURAL Pending D. Leever2.4.1 Revise foundation plan to show correct size of footing per calculations page 13. See red marks on sheet S-2. Pending D. Leever2.4.2 Revise foundation plan to provide deepened footing, if needed, to meet minimum slope setback requriements per CBC 1808.7.2. Provide fully dimensioned detail and show applicable locations of deepened footing on the foundation plan, if applicable. Page 6 of 6 1/16/2019 5:59 PM = Indicates line item not Cleared.