Loading...
HomeMy WebLinkAboutRS171875-RS171876,SW170293_Correction List (1)County 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:RS171875-RS171876,SW170293,EL171704,PB172172 Submittal Date:Dec 14, 2017 CBC Edition: 2013 Plan Check Date: 1/8/2018 2:52 PM Description:New pool (940 sq.ft.) with attached spa (100 sq.ft.). New freestanding trellis. New detached cabana. Job Address 9 TIDE WATCH NEWPORT COAST, CA Owner Address Anne Ferrera 3 Tide Watch Newport Coast CA92660 Current - 1st Plan Check Plan Checked By Contact Address Matthew Kaplan 5000 BIRCH ST WEST WING STE 3000 Newport Beach CA92660 949-506-9655 theauroagroupinc@gmail.com Page 1 of 10 RS171875-RS171876,SW170293,EL171704,PB172172 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 three (3) 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 10 1/8/2018 2:52 PM RS171875-RS171876,SW170293,EL171704,PB172172 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 10 1/8/2018 2:52 PM RS171875-RS171876,SW170293,EL171704,PB172172 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 10 1/8/2018 2:52 PM RS171875-RS171876,SW170293,EL171704,PB172172 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 Specify on plans that the governing codes for this project are the 2016 California Residential (CRC), Electrical (CEC), Mechanical (CMC), Plumbing (CPC), Energy Standards (CESC), and Green Building Standards (CGBC) Codes with local amendments. Pending D. Leever2.1.2 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 email Becky Schade at rebeccaschade@ocfa.org. OCFA planreview turn around time is typically 5-10 working days. Submit the OCFA approved site plan and/or approval letter at time of resubmittal/recheck. Pending D. Leever2.1.3 Revise treills and cabana plans to show compliance with OCFA approval letter requirements (such as non-combustible materials or fire-retardant treated wood per CBC 710A). Pending D. Leever2.1.4 Clarify if electrical permit is to include electric line to the trellis and cabana. Pending D. Leever2.1.5 Revise plans to remove information not applicable or not inlcuded with this permit. Remove sheet L-1 (planting plan), L-2 (lighting plan), L-3 (irrigation), L-5 (photos). Pending D. Leever2.1.6 Revise cover sheet of the plans to include a summary of the scope of work, and include area of the proposed trellis, cabana, pool, and spa. Permit description and valuation will be verified at time of recheck. Pending D. Leever2.1.7 Provide a separate, fully dimensioned site plan showing all proposed structures, clearly identified property lines, and setbacks. Or revise title of sheet L-4 to indicate "Site plan" and include all required information on this plan. See red marks on sheet L-4. Pending D. Leever2.1.8 Revise site plan, or sheet LC-4 to clearly label location of the proposed trellis, pool, and spa. See red marks on sheet L-4. Pending D. Leever2.1.9 Revise site plan (L-4) to indicate the distance from the side and rear property lines to the cabana walls, and cabana eave overhang. See red marks on sheet L-4. Page 5 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By Pending D. Leever2.1.10 The trellis dimensions shown on trellis plan sheet L-4 do not match the dimensions shown on sheet SE-2.0. Revise plans to match. Permit description and valuation will be updated accordinlgy. See red marks on sheet L-4. Pending D. Leever2.1.11 Revise trellis plan view on sheet L-4 to be drawn to scale (1/8" = 1´) as marked in red on sheet L-4. Pending D. Leever2.1.12 Revise the trellis elevation plan (sheet SE-2.0) to remove structural information, or revise framing member sizes indicated, to match the structural plan sheet S4. Pending D. Leever2.1.13 Revise cabana foundation plan and footing detail to provide deepened footing to meet minimum slope setback requirements per CBC 1808.7.2 and soils report recommendation of 14´ from bottom of footing to slope face (soils report by PA & Associates, dated 9-30-17, page 11). Pending D. Leever2.1.14 Revise cabana foundation plan to provide 18"deep grade beams inter -connecting the pad footings, as recommended by soils report page 11. Pending D. Leever2.2 GENERAL CONSTRUCTION REQUIREMENTS Pending D. Leever2.2.1 Cabana eave projections are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet from the property line. [CRC Table R302.1 (1)]. Provide detail of one-hour fire resistive construction at eave underside and cross reference detail at site plan and structural plan. See red marks sheet L-4. Pending D. Leever2.2.2 Provide a cross sectional drawing through the side yard lattice patio cover and adjacent ascending slope at the adjacent property to the south (10' higher, 2:1 slope with 6' high retaining wall per soils report page 1) . 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 lattice patio cover to toe of slope per CBC 1808.7.1 and CBC Figure 1808.7.1. Minimum setback required is the smaller of H/2 or 15´. Alternate setback may be considered through setback waiver process, see attached example and instructions. Setback waiver requires separate permit number with associated fees, usually requires $500 deposit. Pending D. Leever2.2.3 Provide a cross sectional drawings through the cabana and the adjacent descending slope at the rear and at the side. Indicate the total vertical height (H = 40´ per soils report page 1) of the slope, slope gradient (2:1 per soils report) and the required setback from the bottom of the proposed pool to the slope face (daylight) per CBC 1808.7.2 and CBC Figure 1808.7.1. Revise cabana foundation plan to provide deepened footings, as needed, to meet slope setback requirements Pending D. Leever2.2.4 Revise the cabana elevation drawing to remove rafter size, or verify that the rafer size called out on this sheet match with roof truss shop Page 6 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By drawings at cabana. See red marks on sheet SE-1.0. Pending D. Leever2.3 OCCUPANCY REQUIREMENTS Pending D. Leever2.3.1 Revise plans to show UL 217 rated smoke alarms or provide the following note on the plans: Pending D. Leever2.3.1.1 In alterations, repairs and additions smoke alarms are required in each sleeping room, outside each separate sleeping area in the immediate vicinity of the bedrooms, and at each additional floor or basement level. Smoke alarms may be battery operated and not interconnected . [CRC R314.2.2] Pending D. Leever2.3.2 Revise plans to show UL 2034/2075 rated Carbon monoxide alarm or provide the following note on the plans: Pending D. Leever2.3.2.1 In alterations, repairs and additions of existing dwellings carbon monoxide alarm is required in the specific permitted dwellings or sleeping units that have attached garages or fuel burning appliances. The carbon monoxide alarm may be battery operated and not interconnected. [CRC R315.2.2] Pending D. Leever2.4 STRUCTURAL Pending D. Leever2.4.1 Revise trellis framing plan to indicate the correct size of trellis rafters and beams, 10" x 10" per calculations page 101-105. See red marks on sheet S4. Pending D. Leever2.4.2 Provide pressure treated lumber for trellis posts, or provide posts of alternate material -- All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8" to the exposed ground shall be pressure treated or naturally durable to decay. [CRC R317.1, item 2] See red marks on sheet S3. Pending D. Leever2.4.3 Provide design and details for the roof trusses at the cabana, or provide roof truss shop drawings reviewed and approved by Engineer of Record. If trusses are to be a deferred submital, provide a note on the cover sheet to indicate this. See red marks on sheet S6. Pending D. Leever2.4.4 Add the following note at cabana footing 2/S5: Pad footings shall be foundaed at least 24" into competent materials per soils report page 11. See red marks on sheet 5. SWIMMING POOL STANDARD PLANS Pending D. Leever3 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 separate .pdf files for the following as applicable: construction plans (including all trades), structural calculations, soils report(s), 2. File naming convention examples: SW170293.RS171875-6.plans.pdf SW170293.RS171875-6.structuralcalculations.pdf SW170293.RS171875-6.soils.pdf 3. It is the contractor or owner/builder's responsibility to provide one hard copy Page 7 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By set of plans with county approval stamp in the field for inspector to view. Pending D. Leever4 Engineer of record (Nabil Taha) is to stamp and sign the site plan (L-4) with engineering seal and signature. Pending D. Leever5 Revise site plan to show North arrow. Pending D. Leever6 Minimum setback from any footing shall not be less than height of pool wall unless calculations are submitted to show pool wall is designed to take surcharge from the cabana. Indicate depth of pool at side adjacent to the cabana and indicate the distance from the pool wall to edge of cabana footings. Pending D. Leever7 Add Notes on cover sheet of plans, "There shall be no trenches or excavations 5 feet or more in depth into which a person is required to descend, or obtain permit from State of California, Division of Occupational Safety and Health (Cal/OSHA). This permit and any other safety permit shall be obtained prior to commence of any work." Contact Cal/OSHA at 714-558-4451 for additional information. Pending D. Leever8 Revise site plan to indicate height and materials of pool enclosure fences along each property line at rear and side yards, and the gates at side yards. Pool enclosure fences shall be 5´ high minimum with no openings greater than 4". See red marks on sheet L-4. Pending D. Leever9 Note on plans that all gates shall be self closing and self latching with a latch a minimum of 5´ high and must be swinging outward away from pool area. Pending D. Leever10 Provide proposed door alarm system for doors opening into the pool enclosure area. Identify all alarmed door locations on the plans. Pending D. Leever11 County of Orange Pool/Spa Notes must be on plans. (see attached notes). Consider providing a separate sheet of the plans to include all required notes and forms. Pending D. Leever12 Complete the attached Swimming pool - spa application questionnaire and include the completed form on the plans Pending D. Leever13 The Special Inspection Form for shotecrete, and cast-in-place piles, completed by licensed architect, engineer, or homeowner shall be included on the plans. (see attached) Pending D. Leever14 The attached Structural Observation form is to be completed, checkmarked for caissons, and signed by the homeowner at the bottom. This form is to be included on the plans. Pending D. Leever15 The completed approved Fire Ant Form is to be submitted at time of recheck. Page 8 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By Pending D. Leever16 Show and identify on the plans all easements of record. If there are no easements, provide a note on the plan signed by the (designer, owner or the contractor) as follows: "I have verified the subject property´s grant deed and title report and have found no easements in the area of the proposed construction. I acknowledge that I am responsible and accountable for not constructing in the easements". Signature_________________Date____________ Pending D. Leever17 Provide a cross sectional drawing through the pool and spa and adjacent ascending slope to the adjacent property to the south (10´ higher, 2:1 slope, with 6´ retaining wall per soils report page 1). 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 pool to toe of slope per CBC 1808.7.1 and CBC Figure 1808.7.1. Minimum setback required is the smaller of H/4 or 7.5´. Alternate setback may be considered through setback waiver process, see attached example and instructions. Setback waiver requires separate permit number with associated fees, usually requires $500 deposit. Pending D. Leever18 Provide a cross sectional drawing through the pool and the adjacent descending slope. Indicate the total vertical height (H = 40´ per soils report page 1) of the slope, slope gradient (2:1 per soils report) and the required setback from the bottom of the proposed pool to the slope face (daylight) per CBC 1808.7.2 and CBC Figure 1808.7.1. (14' minimum per soils report page 11). Pending D. Leever19 If applicable - Revise plans to show vertical height dimension from water surface to the overhead electrical conductor cable. Minimum clearance shall be per CEC Section 680.8 and Figure 680.8 (see attached). If not applicable, provide note on the plans "No overhead electric lines". Pending D. Leever20 Revise site plan to show the location of gas and electric lines. Indicate pipe and conduit depth, size, and material. Pending D. Leever21 At the time of issuance, contractor shall provide proof of California Contractor License C53. Pending D. Leever22 That portion of the pool wall within a horizontal distance of 7 feet from the top of the slope shall be capable of supporting the water in the pool without soil support. [CBC1808.7.3]. Pending D. Leever23 Revise calculation booklet to provide the pool wall calculations for the correct address 9 Tidewatch (not 3 Tidewatch). See red marks on calculations pages 50, 51, 52. Calculations will be verified at time of resubmittal. Additional corrections may follow. Pending D. Leever24 Revise swimming pool plan to show correct rebar spacing at deep end at the pool Page 9 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By slab, per calculations page 52 (#5 @8" o.c. top and bot). Pending D. Leever25 Revise pool wall calculations to use equivalent fluid pressure of 125pcf for highly expansive soils as indicated in the soils report by PA & Associates, dated 9-30 -17, page 13. Revise pool structural plans and details accordingly. Or provide an addendum to the soils report to provide alternate design equivalent fluid pressure for low expansive soils as indicated in soils report page 7. Pending D. Leever26 Revise concrete specifications for the pool to indicate Type V cement and water/cement ratio of 0.45 as recommended by soils report page 13. See red marks on sheet S -1.0. Pending D. Leever27 Provide addendum to soils report to provide recommendation for minimum and maximum caisson spacing. Maximum caisson spacing 10´ per calculations page 58. Revise plans to show caisson spacing that complies with both soils report recommendations and caisson design calculations page 58. Pending D. Leever28 Revise caisson design to include lateral pressure of 1000psf at the top 5 feet as recommended by soils report page 12. Revise structural plans and details accordingly. Pending D. Leever29 Revise caisson detail 5/S-2.1 to indicate minimum 10´ embedment into competent bedrock as recommended by soils report page 11. Pending D. Leever30 Revise plans to include note: "Heavy-duty pipes and couplings shall be used to for the pool plumbing system to minimize leaking which may produce additional local high pressure to the pool shell" per soils report Figure C-2. Pending D. Leever31 Revise plans to show a moisture pressure release valve system beneath the pool bottom to release any potential water pressure accumulated beneath the pool which may produce additional pressure to the pool shell. Per soils report Figure C-2. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Pending D. Leever32 Include "National Pollutant Discharge Elimination System Notes" on first sheet of plans and fill the required information in item 1. Pending D. Leever33 Provide Erosion and Sediment Control Plan (ESCP). Revise the site plan to show the location of required gravel bags (SE-6 detail), or fiber rolls (SE-5) and concrete washout area (WM-8 detail). Page 10 of 10 1/8/2018 2:52 PM = Indicates line item not Cleared.