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Home My WebLink About2345 JEFFERS PL; ; CBR2022-3735; PermitPrint Date: 12/28/2022 Permit No: CBR2022-3735 Building Permit Finaled Residential Permit Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2345 JEFFERS PL, CARLSBAD, CA 92008-3870 BLDG-Residential 2081615700 $6,400.00 Work Class: Lot #: Project #: Cogen Status: Applied: Issued: 10/07/2022 10/13/2022 Finaled Close Out:12/28/2022 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:11/03/2022Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:de Roggenbuke, Dirk GRANT; 5.84 KW ROOF MOUNTED PV SYSTEM WITH 16 MODULES(E-REVIEW)Description: Project Title: Contractor: SUNRUN INSTALLATION SERVICES INC 1225 PARK CENTER DR VISTA, CA 92081-8353 (562) 503-5657 AMOUNTFEE SB1473 – GREEN BUILDING STATE STANDARDS FEE $1.00 SOLAR–RESIDENTIAL: per kW $289.00 STRONG MOTION – RESIDENTIAL (SMIP)$0.83 Total Fees:$290.83 Total Payments To Date:$290.83 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 ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date JobAddress. ____ 2_3_4_S_J_E_F_F_E_R_S_P_L _______ Unit: _____ .APN: __________ _ CT/Project#: Lot #: ____ Year Built: ________ _ BRIEF DESCRIPTION OF WORK: Roof mounted PV system 0 New SF : Living SF, ____ Deck SF, ___ Patio SF,. ____ Garage SF __ _ Is this to create an Accessory Dwell ing Unit? O Y O N New Fireplace? O YO N , if yes how many? ___ _ D Remodel: SF of affected area Is the area a conversion or change of use? O Y O N ----- □ Pool/Spa: ____ SF Additional Ga s or Electrical Features? ____________ _ iii Solar: 5.84 KW, 16 Modules, Mounted:.Roof 0Ground, Tilt: O v (x)N, RMA: OY ®N, Battery:OY ®N, Panel Upgrade: OY ®N Other: PRIMARY APPLICANT PROPERTY OWNER Name: Jamie Sager Name: DAN GRANT Address: 1225 Park Center Dr Address: 2345 JEFFERS PL City: Vjsta State: CA Zip: 92081 City: Carlsbad State: CA Zip: 92008 Phone: _________________ Phone: __________________ _ Email : __ j_a_m_ie_.s_a_g __ e_r_@_s_u_n_r_u_n_.c_o_m ______ Email: __________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: _________________ Business Name: Sunrun Installation Services Address: Address: 1225 Park Center Dr City:. _______ State: ___ Zip:____ City: Vista State: CA Zip: 92081 Phone: Phone: _________________ _ Email: Email: jamie.sager@sunrun.com Architect State License: CSLB License#: 750184 Class: C 46 & C 10 Carlsbad Business License# (Required): BLOS1224843 APPLICANT CERT/FICA TION: I certify that I hove reod the applicotion and state thar the above informotion is correct and that the information ofche plans is accurate. I agree ca comply with all City ordinances and Stote Jaws relating ta building constwction.~. NAME {PRINT): Jamie Sager SIGN_ d DATE: 10/07/22 1635 Faraday Ave Carlsbad.CA 92008 Ph: 442-339-2719 Email: Buildlng@carlsbadca.gov REV. 04122 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 : lherebyaffirmunderpenaltyofperjurythatlam/icensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I alsoaf firm under penalty of perjury one of the following declarations (CHOOSE ONE): D 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: American Zurich Insurance Policy No. WC614287600 Expiration Date: ___J1...,.Q.,_/ .... 0'-'1.u/2'"'0"'-'2.._3,.,_ _______ 1 -OR- D 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 utlllties. The existing and proposed use of each building as stated Is true and correct: all e..isements 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 ait the time of their construction, unless otherwise noted. NAME {PRINT): Jamie Sager Note: If the person signing above is an authorized agent for the cont (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D 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- DI, 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- D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND. D FORM B-61 "Owner Builder Acknowledeement 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 11 it has not been constructed In ,ts entirety by licensed contractors./ understand that a copy of the applicable low, Section7044 of the Business and Professions Code, is available upon request when thisopplfcotion is submitted arat the following Web site: http:/ l www.leginfo.co.govlcolaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and uulities/utihty easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detall 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 ex1stence at the time of their construction, unless otherwise noted. NAME {PRINT): SIGN: __________ DATE: ______ _ Note: If the erson si nln above is an authorized a ent for the ro ert owner include form 8-62 si ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: 8uild1ng@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2022-3735) BLDG-Residential 10/07/2022Application Date:Permit Type:Owner: Cogen 10/13/2022Work Class:Issue Date:Subdivision: 05/02/2023Expiration Date:Status: IVR Number: 43848 Closed - Finaled 2345 JEFFERS PL CARLSBAD, CA 92008-3870 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 11/03/2022 11/03/2022 BLDG-35 Solar Panel 195761-2022 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Final Inspection 195760-2022 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, November 3, 2022 Page 1 of 1 {cityof Carlsbad 10/6/2022 RE: Structural Certification for Installation of Residential Solar DAN GRANT:2345 JEFFERS PL, CARLSBAD,CA, 92008 Attn: To Whom It May Concern Design Criteria Code 2019 California Building Code (ASCE 7-16) Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 15 psf V 97 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 0 psf If you have any questions on the above, please do not hesitate to call. Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Tile roofing over roof plywood supported by 2X4 Trusses at 24 inches. The slope of the roof was approximated to be 23 degrees. After review and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. projects@evengineersnet.com http://www.evengineersnet.com ~EV ENGINEERING Structural Letter for PV Installation Date: 10/6/2022 Job Address:2345 JEFFERS PL CARLSBAD,CA, 92008 Job Name:DAN GRANT Job Number:221006 DG Scope of Work Table of Content Sheet 1 Cover2Attachment Uplift checks3Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2019 California Building Code (ASCE 7-16) Risk category II Roof Dead Load Dr 15 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V 97 mph Exposure C References NDS for Wood Construction Sincerely, Eugene Munyanziza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com Exp: 06/30/2024 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. projects@evengineersnet.com http://www.evengineersnet.com - ~EV ENGINEERING Wind Load Cont. 97 mph ASCE 7-16 Figure 26.5-1B C 1.0 ASCE 7-16 Sec 26.8.2 0.93 ASCE 7-16 Table 26.10-1 0.85 ASCE 7-16 Table 26.6-1 1.00 ASCE 7-16 Table 26.9-1 18.96 psf 23.0 Degrees 1.1 0.6 (Wind Tunnel value) Uplift (W)Zone(1) Zone(2r) Zone(2e)Zone(3) Fig. 30-3-2 GCp=-1.8 -2.2 -2.2 -2.1 Eq. 29.4-7 P=qh(GCp)(E)(a)=-22.53 -27.54 -27.54 -26.28 GCp=0.7 Figure 30.3-2 P=qh(GCp)(E)(a)=8.76 Equation 29.4-7 Rafter Attachments: 0.6D+0.6W (CD=1.6) Connection Check Attachement max. spacing=6 ft 5/16" Lag Screw Withdrawal Value= 266 lbs/in Table 12.2A - NDS 2.5 in DFL Assumed Allowable Capacity= 760 lbs (Lag Bolt) Zone Trib Width Area (ft) Uplift (lbs) Down (lbs) Zone(1)6 16.5 252.7 194.1 Zone(2r)6 16.5 302.3 194.1 Zone(2e)6 16.5 302.3 194.1 Zone(3)6 16.5 289.9 194.1 Conservative Max=302.3 < 760 CONNECTION IS OK Risk Category = KZ = Kd = Ke = 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. II V= Exposure = 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs E= a= KZt = qh= 0.00256KzKztKdKeV2= Pitch = Lag Screw Penetration projects@evengineersnet.com http://www.evengineersnet.com V V V V V V ~EV ENGINEERING Vertical Load Resisting System Design Roof Framing Trusses Snow Load Fully Exposed pg= 0 psf Ct =1.1 Ce =0.9 Is =1.0 ps = 0 psf pf = 0 psf pfmin. = 0.0 psf 0 plf Max Length, L = 7.3 ft Tributary Width, WT =24 in RLL = 20 psf 18.41 plf Dr = 15 psf 30 plf PvDL =3 psf 6 plf Load Case: DL w= 28 plf M= 116 lb-ft Mallowable = Sx x Fb'= 309 lb-ft > 116 lb-ft OK Load Case: DL+RLL DL+Lr= 40 plf Mdown=167 lb-ft Mallowable = Sx x Fb'= 429 lb-ft > 167 lb-ft OK Load Case: DL+S DL+S= 36 plf Mdown=149 lb-ft Mallowable = Sx x Fb'= 412 lb-ft > 149 lb-ft OK Load Case: DL+0.6W w= 46.5 plf Mu=192 lb-ft Mallowable = Sx x Fb' (wind)= 549 lb-ft > 192 lb-ft OK Load Case: 0.6DL+0.6W w= 29.2 plf Mu=121 lb-ft Mallowable = Sx x Fb' (wind)= 549 lb-ft > 121 lb-ft OK DL+0.45W+0.75(RLL or S)42 plf Mdown=172 lb-ft Mallowable = Sx x Fb'= 549 lb-ft > 172 lb-ft OK Member Capacity DF-L No.2 2X4 CL CF Ci CrFb =900 psi 1.0 1.3 1.0 1.15 1346 psi Fv =180 psi N/A N/A 1.0 N/A 180 psi E =1600000 psi N/A N/A 1.0 N/A 1600000 psi Emin =580000 psi N/A N/A 1.0 N/A 580000 psi Depth, d = 3.5 in Width, b = 1.5 in Cross-Sectonal Area, A = 5.25 in2 Moment of Inertia, Ixx =5.35938 in4 Section Modulus, Sxx =3.0625 in3 Allowable Moment, Mall = Fb'Sxx =343.4 lb-ft DCR=Mu/Mall =0.39 < 1 Satisfactory Allowable Shear, Vall = 2/3Fv'A =630.0 lb DCR=Vu/Vall =0.37 < 1 Satisfactory Design Value Adjusted Value projects@evengineersnet.com http://www.evengineersnet.com ~EV ENGINEERING ------ Siesmic Loads Check Roof Dead Load 15 psf % or Roof with Pv 13.6% Dpv and Racking 3 psf Average Total Dead Load 15.4 psf Increase in Dead Load 1.5%OK Limits of Scope of Work and Liability The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans - DAN GRANT. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. projects@evengineersnet.com http://www.evengineersnet.com ~EV ENGINEERING I I