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HomeMy WebLinkAbout1073 GOLDENEYE VW; ; CBR2022-1411; PermitPrint Date: 12/12/2022 Permit No: CBR2022-1411 Building Permit Finaled Residential Permit Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 1073 GOLDENEYE VW, CARLSBAD, CA 92011-1225 BLDG-Residential 2121802000 $8,640.00 Work Class: Lot #: Project #: Cogen Status: Applied: Issued: 04/22/2022 05/04/2022 Finaled Close Out:12/12/2022 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:05/25/2022Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:Alvarado, Tony 4.320 KW ROOF TOP SOLAR (12) AXITEC 360W MODULES WITH (12) ENPHASE IQ8+ MICROINVERTERS (E-REVIEW)Description: Project Title: Applicant: THE BIG DEAL SOLAR INC DESIREE MANARD 18217 HARLEY JOHN RD RIVERSIDE, CA 92504-9616(951) 901-0653 AMOUNTFEE SB1473 – GREEN BUILDING STATE STANDARDS FEE $1.00 SOLAR–RESIDENTIAL: per kW $268.00 STRONG MOTION – RESIDENTIAL (SMIP)$1.12 Total Fees:$270.12 Total Payments To Date:$270.12 Balance Due:$0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 442-339-2719 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date Job Address Unit: APN: CT/Project #: Lot #: Year Built: BRIEF DESCRIPTION OF WORK: PRIMARY APPLICANT PROPERTY OWNER Name: Name: Address: Address: City: State: Zip: City: State: Zip: Phone: Phone: Email: Email: DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Business Name: Address: City: State: Zip: Phone: Email: Architect State License: Address: City: State: Zip: Phone: Email: CSLB License #: Class: Carlsbad Business License # (Required): APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): DATE: 1635 Faraday Ave Carlsbad, CA 92008 SIGN: Ph: 442-339-2719 Email: Building@carlsbadca.gov 1 REV. 04/22 New SF : Living SF, _ Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many? _________ Solar: KW, Modules, Mounted: Roof Ground, Tilt: Y N, RMA: Y N, Battery: Y N, Panel Upgrade: Y N Other: Additional Gas or Electrical Features? Pool/Spa: SF Is the area a conversion or change of use? Y N Remodel: SF of affected area 1073 Goldeneye View 2121802000 rooftop solar (12) panel add on (12) Axitec 360 mosules with (12) Enphase IQ8+ microinverters x 4.32032 12 Desiree M Manard Konstantin Sinistyn 18217 HARLEY JOHN ROAD 1073 Goldeneye View RIVERSIDE CA Carlsbad CA 92011 19519010653 415.341.4474 desiree@desertcleanenergy.com ksinitsyn@fastmail.com The BigDeal Solar Inc 18217 Harley John Rd Riverside CA 92504 951.901.0653 desiree@desertcleanenergy.com 1064475 C46 applied 04/22/2022Desiree Manard □ □ □ □ ( City of Carlsbad 0 0 00 0 0 00 00 D~ ~     THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER:__________________ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): I have and will maintain a certificate of consent to self-insure for workers’ compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. -OR- I have and will maintain worker’s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are: Insurance Company Name: Policy No. _____________________________________________________________ Expiration Date: -OR- Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney’s fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender’s Name: Lender’s Address: CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city’s approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGNATURE: DATE: Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor’s License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor’s License Law). -OR- I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, FORM B-61 “Owner Builder Acknowledgement and Verification Form” is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city’s approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: DATE: Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 -OR - State Fund 9280160-2021 7/15/2022 Desiree Manard 4.22.22 9280160-2021 State Fund 7.15.22 □ □ □ □ □ □ □ Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2022-1411) BLDG-Residential 04/22/2022Application Date:Permit Type:Owner: Cogen 05/04/2022Work Class:Issue Date:Subdivision:CARLSBAD TCT#95-03 10/31/2022Expiration Date:Status: IVR Number: 40191 Closed - Finaled 1073 GOLDENEYE VW CARLSBAD, CA 92011-1225 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 05/25/2022 BLDG-35 Solar Panel 183481-2022 Scheduled Tony Alvarado Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-Electric Meter Release 183633-2022 Requested Tony Alvarado Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-Final Inspection 183480-2022 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, May 25, 2022 Page 1 of 1 {cityof Carlsbad Digitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: ryan@mcpherson.engineering 4/1/22 4/1/22 22-2546 Mobile: (909) 569-2244 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Sinitsyn Residence 1073 Goldeneye View Carlsbad, CA 92011 Designed in Accordance with CBC 2019, ASCE 7-16, NDS 2018 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave 4/1/2022 2:57 PM 1 of 7 ©McPherson Engineering McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 4/1/2022 2:57 PM 2 of 7 ©McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Location: 1073 Goldeneye View Carlsbad, CA 92011 Existing Structure Info: Number of Stories =2 Aroof =3000 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =3000 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.065 S1 = 0.385 Exposure Category =C Ult. Wind Speed =130 m.p.h. P.V. Array Info: Model =AC-360MH/120VB Height of Panel =69.09 in. Width of Panel =40.87 in. Area of Panel =19.6 ft.2 Number of New Panels =12 Number of Exis. Panels =20 Total Area of Array =627.5 ft.2 Spacing of Anchors =6.0 ft. max. on center rows of racks per panel =2 Panel Tilt =7-27 deg Project Info 33.117330 -117.306979 4/1/2022 2:57 PM 3 of 7 ©McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing =1.5 p.s.f.1/2" Plywood Framing =1.5 p.s.f.2x Rafter/Truss Framing Misc =1.0 p.s.f. DLr1 =8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling =2.0 p.s.f.Drywall and 2x framing DLr2 =10.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Per C.B.C, Table 1607.1) SL = 5.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring =10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing =2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions =15.0 p.s.f.2x framed walls with drywall finish each side Ceiling =5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels =2.7 p.s.f.weight of panels including rack system DLr1_proposed =10.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.7 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) =84.0 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) =73.1 kips Proposed Load Demand Wprop - Wex =-12.93%Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Roof Live Load with panels no more than 24in above roof surface (panels cannot support live loads, including the weight of stacked materials or workers) Gravity Loads 4/1/2022 2:57 PM 4 of 7 ©McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Seismic Design Parameters Risk Category =2 Per Table 1-5-1 R =6.5 Response Modification Factor (Table 12-2.1) Site Class =D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5-2) Ss =1.07 Short Period P.G.A. S1 =0.39 1-Sec Period P.G.A. S.D.C. =D Seismic Design Category Per 11.6 Fa =1.20 Site Coefficient per Table 11.4-1 ASCE 7-16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4-2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.28 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv =0.65 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) =0.85 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) =0.44 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8-7 hn = 20 ft Ct =0.02 (per table 12.8-2) x = 0.75 (per table 12.8-2) T =0.19 sec Approximate Fundamental Period TL =8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.13 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.53 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T ≤ TL Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS Ie =0.04 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 S1 Ie/R =0.03 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S1 ≥ 0.6g CS =0.13 Design Seismic Coefficient Check Additional Base Shear Wexisting =135.0 kips Weight of Existing Structure Wpanels =1.7 kips Weight of Proposed Panels Vexisting = Cs Wexisting =17.7 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels =0.2 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn)x = 1.25%< 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 4/1/2022 2:57 PM 5 of 7 ©McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7-16) Vult =130 mph Kzt =1.00 (sec 26.8.2)h =20 ft Exposure Category =C Kz = 0.90 (sec 26.10.1) Roof Zone =2 Kd =0.85 (sec 26.6) Panel θ =7-27 deg Ke =1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V2 qh =33.10 (eq. 26.10-1) γE =1.5 FIG 29.4-7)γc =0.95 (fig 29.4-7)hpt =0 ft γa =0.71 (fig 29.4-8)γp =0.9 (fig 29.4-7)ω =0.00 deg GPp =-2 uplift GCrm =1.4 uplift p = qh (GPp) γE γa (eq 29.4-7)p = qh (GCrn) γE γC γp (eq 29.4-6) p =-70.0 p.s.f.p =59.1 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL =2.7 p.s.f.dead load of panel (inlcuding rack system) W = 70.0 p.s.f.wind load normal to face of panel Arealag =17.3 sq. ft.area tributary to each anchor SPanc =6.0 ft.spacing of anchors DLPL=0.0465 kips Point dead load of panel (inlcuding rack system) WPL=1.209 kips Point wind load normal to face of panel Puplift = Arealag (0.6DL - 0.6W) =697.6 lbs total uplift on anchor Material =DFL lumber anchor material Dialag =5/16 in.diameter of screw Penlag =2.5 in.min. penetration to existing framing W lag =266 lb/in.withdrawal load per in. of penetration per NDS Table 11.2A CD =1.6 load duration factor for wind per NDS Table 2.3.2 Ct =0.8 temperature factor per NDS Table 2.3.3 Noscrews =2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews =1702.4 lbs total allowable withrawal on anchor Puplift Pallow Anchorage =USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION 0.41 < 1.00 Anchor is OK! Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) = 4/1/2022 2:57 PM 6 of 7 ©McPherson Engineering McPherson Engineering By:A.L. Date:4/1/22 Gravity Loads: DEMAND DECREASED BY 12.93% = OK! Lateral Loads: DEMAND INCREASED BY 1.25% < 10% = OK! Anchorage: DEMAND OF 697.6LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 4/1/2022 2:57 PM 7 of 7 ©McPherson Engineering