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Home My WebLink About2857 CAZADERO DR; ; CBR2022-3091; PermitPrint Date: 12/22/2022 Permit No: CBR2022-3091 Building Permit Finaled Residential Permit Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2857 CAZADERO DR, CARLSBAD, CA 92009-5902 BLDG-Residential 2153401802 $8,000.00 Work Class: Lot #: Project #: Cogen Status: Applied: Issued: 08/25/2022 08/30/2022 Finaled Close Out:12/22/2022 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:10/27/2022Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:de Roggenbuke, Dirk 3.2KW ROOFTOP SOLAR INSTALLATION. 8 SOLAR MODULES WITH MICRO-INVERTERS. (E-REVIEW)Description: Project Title: Applicant: POWUR PBC JENNIFER BRANTLEY 2683 VIA DE LA VALLE, # STE 321G DEL MAR, CA 92014 Contractor: POWUR PBC WHICH WILL DO BUSINESS IN CALIFORNIA AS POWUR HOME CONSTRUCTION 2683 VIA DE LA VALLE, # STE 321GDEL MAR, CA 92014-1911 (760) 658-9450 AMOUNTFEE BUILDING INSPECTION FEE $129.00 SB1473 – GREEN BUILDING STATE STANDARDS FEE $1.00 SOLAR–RESIDENTIAL: per kW $268.00 STRONG MOTION – RESIDENTIAL (SMIP)$1.04 Total Fees:$399.04 Total Payments To Date:$399.04 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 Electric Meter number: _____________________________ 2857 Cazadero Dr 2153401802 3.2 8 XX 05299602 Jaime Gamarra 2857 Cazadero Dr Carlsbad CA 92009 (760) 330-7301 jaimeags2000@yahoo.com 8/25/2022 3.2kW rooftop solar installation. 8 solar modules with micro-inverters. □ □ □ □ ( City of Carlsbad 00 0 0 0 0 0 0 00 0 0 00 00     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 - □ □ □ □ □ □ □ ~rde(lA., Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2022-3091) BLDG-Residential 08/25/2022Application Date:Permit Type:Owner: Cogen 08/30/2022Work Class:Issue Date:Subdivision:PARCEL MAP NO 06876 04/25/2023Expiration Date:Status: IVR Number: 42896 Closed - Finaled 2857 CAZADERO DR CARLSBAD, CA 92009-5902 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 10/18/2022 10/18/2022 BLDG-35 Solar Panel 194334-2022 Failed Dirk de Roggenbuke Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Work not ready for inspection No BLDG-Final Inspection 194335-2022 Failed Dirk de Roggenbuke Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency 10/18/22 Work not ready for inspection No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 10/27/2022 10/27/2022 BLDG-35 Solar Panel 195154-2022 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Final Inspection 195105-2022 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency 10/18/22 Work not ready for inspection Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, October 27, 2022 Page 1 of 1 {cityof Carlsbad Attn.: To Whom It May Concern re job: The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com 08-05-2022 Page 1 of 8 08-05-2022 Powur PBC 2683 Via De La Valle #321G Jaime Gamarra 2857 Cazadero Dr, Carlsbad, CA 92009, USA I certify that the roof structure has sufficient structural capacity for the applied PV loads. Code: 2019 California Building Code, ASCE 7-16, Live Load: 20 psf Ult Wind Speed: 96 mph Exposure Cat: C Ground Snow: 0 psf Min Snow Roof: 0 psf 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering Roof Properties: Roof Type = Roof Pitch (deg) = Mean Root Height (ft) = Attachment Trib Width (ft) = Attachment Spacing (ft) = Framing Type = Framing Size = Framing OC Spacing (in.) = Section Thickness, b (in) = Section Depth, d (in) = Section Modulus, Sx (in3) = Deflection Limit D+L (in) = Deflection Limit S or W (in) = Attachments Pattern = Framing Upgrade = Sister Size = Wood Species = Wood Fb (psi) = Wood Fv (psi) = Wood E (psi) = CD (wind) = Cd (snow) = CLS = CM = Ct = CL = Ci = CF = Cfu = Cr = F'b wind (psi) = F'b snow (psi) = F'v wind (psi) = F'v snow (psi) = M allowable wind (lb-ft) = M allowable snow (lb-ft) = V allowable wind (lbs) = V allowable snow (lbs) = E' (psi) = Moment of Inertia, lx (in ) = Unsupported Span (ft) = Upper Chord Length (ft) = Page 2 of 8 Flat Material 1.0 13.0 3.3 4.0 Rafter 2x4 24.0 1.5 3.5 3.062 5.359 10.0 2.4 1.6 Fully Staggered No NA DF 900.0 180.0 1600000.0 1.6 1.15 1.0 1.0 1.5 1.0 1.15 2484.0 1785.37 288.0 207.0 633.94 455.64 1008.0 724.5 Roof 1 1600000.0 12.0 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering Load Calculation: Dead Load Calculations: Panels Dead Load (psf) = Roofing Weight (psf) = Decking Weight (psf) = Framing Weight (psf) = Misc. Additional Weight (psf) = Existing Dead Load (psf) = Total Dead Load (psf) = Wind Load Calculations: Ultimate Wind Speed (mph) = Directionality Facto r, kd = Topographic Factor, kzt = Velocity Press Exp Factor, kz = Velocity Pressure, qz (psf) = External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = External Pressure Up, GCp_3 = External Pressure Down, GCp = Design Pressure Up, p_1 (psf) = Design Pressure Up, p_2 (psf) = Design Pressure Up, p_3 (psf) = Design Pressure Down, p (psf) = Snow Load Calculations: Ground Snow Load, pg (psf) = Min Flat Snow, pf_min (psf) = Sloped Snow, ps_min (psf) = Snow Importance Factor, Ic = Exposure Factor, Ce = Thermal Factor, Ct = Flat Roof Snow, pf (psf) = Slope Factor, Cs = Sloped Roof Snow, ps (psf) = Page 3 of 8 3.0 2.0 2.0 0.602 1.0 5.602 8.602 96.098 0.85 1.0 0.849 17.058 -1.576 -2.141 -2.881 0.27 -18.55 -25.195 -33.911 16.0 Roof 1 0.0 0.0 0.0 1.0 0.9 1.1 0.0 1.0 0.0 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering Lag Screw Checks: Ref. Withdrawal Value, W (lb/in) = (Cm = Ct = Ceg = 1.0) CD = Adjusted Withdrawal Value, W' (lb/in) = Lag Penetration, p (in.) = Allowable Withdrawal Force, W'p (lbs) = Applied Uplift Force (lbs) = Uplift DCR = Ref. Lateral Value, Z (lbs) = (Cm = Ct = CΔ = Ceg = 1.0) CD = Adjusted Lateral Value, Z' (lbs) = Applied Lateral Force (lbs) = Angle of Resultant Force, α (deg) = Adjusted Interaction Lateral Value, Z'α (lbs) = Lateral DCR = Page 4 of 8 Roof 1 266.0 0.9 243.0 0.691 1.564 1063.839 0.001 266.0 1.6 425.6 2.5 1064.0 -103.308 0.097 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering Roof Framing Checks: LC1: D+S Force Checks: Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC2: D+0.6W Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC3: D+0.75(S+0.6W) Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = LC4: 0.6D+0.6W Applied Moment (lb-ft) = Applied Shear (lbs) = Allowable Moment (lb-ft) = Allowable Shear (lbs) = Moment DCR = Shear DCR = Page 5 of 8 Jaime Gamarra 181.0 107.0 456.0 724.0 0.396 0.147 Roof 1 382.0 226.0 634.0 1008.0 0.603 0.224 332.0 196.0 634.0 1008.0 0.523 0.195 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com 310.0 183.0 634.0 1008.0 0.489 0.182 Current Renew ables Engineering LC2: S LC3: W (Down) Deflection Checks (Service Level): LC1: D+L LC4: W (Up) Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Page 6 of 8 1.019 2.4 0.425 0.0 1.6 0.0 0.178 1.6 0.112 0.207 1.6 0.129 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering (Existing W + Additional W)/(Existing W) = Weight Increase: Existing Weight: Total Additional PV Weight (lbs) = Seismic Check: The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Wall Weight (psf) = Tributary Wall Area (ft2) = Total Wall Weight (lbs) = Roof Weight (psf) = Roof Area (ft2) = Total Roof Weight (lbs) = Total Existing Weight (lbs) = Page 7 of 8 17.0 1370.0 23290.0 5.602 4620.0 25879.219 49169.22 514.8 1.01 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. Page 8 of 8 Jaime Gamarra 1760 Chicago Ave Suite J13, Riverside, CA 92507 (951) 405-1733info@currentrenewableseng.com Current Renew ables Engineering