The URL can be used to link to this page

Home My WebLink AboutSOLR-20-1960 • 1 •, City of Arcadia, CA Permit NO.SOLR-20-1960 Development Services Department Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 Arcadia,CA 91066-6021 Work Classification:Solar- Residential (626)574-5416 Permit Status:Issued ARCADIA Issue Date: 11/25/2020 Expiration: 11/25/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 521 VAQUERO RD Arcadia,CA 91007-6045 5776024016 Contacts RICHARD LIE Owner SUNPOWER CORPORATION SYSTEMS* Contractor 521 VAQUERO RD 1414 Harbour WAY#1901,Richmond,CA (626)898-3641 (408)218-6811 890895 Description:7.79 KW ROOF MOUNT PV SYSTEM, 21 Valuation: $0.00 Tenant MODULES/MICRO INVERTERS,NEW 100 AMP LOAD CENTER Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $341.20 Distribution Panel 532.96 Cash/Receipt#REC-06143-20 $341.20 Electrical Permit Issuance Fee $47.01 Inverters $77.78 Amount Due: $0.00 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $341.20 *-;;//4(/,11/ 5 C/ L CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. 14IA COMPLETED November 25, 2020 Issued By: Date November 25,2020 Page 1 of 1 .F • 0091,11 . PERMIT/PLAN REVIEW APPLICATION Development Services Department, 240 West Huntington Drive, Post Office Box 60021 \r% Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 Ci of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: 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 have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale. If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: I. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909) 396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date WERTM suNp 10/21/2020 Attn.: To Whom It May Concern re: Job SIOE DJIE: 521 VAQUERO ROAD, ARCADIA, CALIFORNIA 91007 The following calculations are for the structural engineering design of the photovoltaic panels. \i,a;1,:�ti. \ v iii‘1,01:\t �} After review, I certify that the roof structure has suf•ficitgitst�Wc�dal capsJ�f.fi or the applied PV loads. ,„ o\ .Alv.0 , °' . * v All PV mounting equipment shall be designadliikitef' �f Aer�`�rlf�n ,fate �-�r's approved installation specifications. - µti�rY''`�" 4�� ,,,atl Na"• ftw- `‘4,�, If you have any questions, don't hesitate to conact. •t, d'"'' �• itt `1v%- Sincerely, Heinrich A. Villanueva, PE QcoFESS/p4, ` fs Design Criteria: 7 �? Code: 2019 California Building Code Es5 NO. 80828 - m ASCE 7-16 3.31-21 \M 'A �� Live Load: 20 psf ..,, ,_ Ult Wind Speed: 95 mph Exposure Cat: B Ground Snow: 0 psf 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :10/21/2020 Job Code:SIOE DJIE SUN P0 WE RT" 2of6 Structrure Geometry: Mean Roof Height, hn = 13 ft Eave Height, he = 8 ft Buiding Length, L = 78 ft Building Width, B = 73 ft Module Area = 17.5 ft2 Roof Properties: Roof 1 Roof Pitch (deg) = 25 Roofing Type= Flat Tile Sheathing Type= 5/8 OSB Sheathing Wood Species= Doug Fir-Larch#2 Wood Fb (psf)= 129600 Wood Fv(psf)= 25920 Wood E (psf)= 230400000 Wood Lag Withdrawal (lb/in)= 266 Framing Type= 2x6 Rafter Framing OC Spacing(in.)= 12 Section Thickness, b(in.)= 1.50 Section Depth,d (in.)= 5.50 Section Modulus,Sx(in."3)= 7.56 Beam Span (ft)= 10 Pen Trib Width (ft)= 2.55 Rail Span (ft)= 5.00 CD(Wind) = 1.6 CD(Snow)= 1.15 Cis= 1.15 CM= 1.0 Ct= 1.0 Car= 1.0 CF= 1.3 Cry = 1.0 C;= 1.0 C = 1.15 Maltowable wind (lb-ft) = 1560 Mallowable snow(lb-ft)= 1121 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :10/21/2020 Job Code:SIOE DJIE SUN PWE RTM 3of6 Dead Load: Flat Tile 9.0 5/8 OSB Sheathing 2.0 2x6 Rafter @ 12" OC 1.9 Misc(Insulation etc) 1.0 Total Roof 1 DL 13.9 psf PV DL 2.8 psf Roof 1 Roof Dist DL= 13 M Roof Dist DL= 157 Def Roof Dist DL= 0.0071 PV uni Dist DL= 3 M PV uni Dist DL= 32 Def PV uni Dist DL= 0.0014 Total uni DL= 15 M Total uni DL= 189 Def Total uni DL= 0.0085 Rail Down DL= 7 Rail M DL= 20 Pens Down DL= 33 Pens Side DL= 15 Wind Load: Ultimate Wind Speed = 95 mph Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1 Velocity Pressure Exposure Factor, kz= 0.70 Ground Elevation Factor, ke= 1.00 Velocity Pressure,qz= 13.76 Array Edge Factor,yE = 1.5 2125 E Katella Ave#220,Anaheim, CA 92806 ( 714.787.3850 Date :10/21/2020 SUN Job Code:SIOE DJE POW E RTM 4of6 Solar Equalization Factor,ya = 0.75 Roof 1 External Pressure Up,GCp_1= -1.50 External Pressure Up, GCp_2= -2.20 External Pressure Up,GCp_3= -2.30 External Pressure Down, GCp= 0.60 Design Pressure Up, p_1= -23.22 Design Pressure Up, p_2= -34.05 Design Pressure Up, p_3= -35.60 Design Pressure Down, p= 16.00 uni_Dist_W_up= -23 M_uni_Dist_W_up= -290 Def_uni_Dist_W_up= -0.0131 uni Dist Wdown= 16 Muni Dist Wdown= 200 Def uni Dist Wdown= 0.0090 Module_Up_Wi= -23 Module_Up_W2 = -34 Module Down W= 16 Rail_Up_W1= -59 Rail_Up_W2 = -87 Rail Down W= 41 Rail_M_Up_W1= -185 Rail_M_Up_W2= -272 Rail MDown W= 128 Pens_Up_W1= -297 Pens_Up_W2= -435 Pens Down W= 204 Module Check(Service Level): Roof 1 Down = 16 psf < 125 psf OK Roof 1 Up z1 = 14 psf < 62 psf OK 2125 E Katella Ave#220,Anaheim,CA 92806 1714.787.3850 Date :10/21/2020 Job Code:SIOE DJIE SUN P0 WE RTM 5of6 Roof 1 Up z2 = 20 psf < 62 psf OK Rail Check(LRFD): Roofs 1.4D : 29 lb-ft < 548 lb-ft OK Roof1 1.2D+ 1.65+0.5W: 88 lb-ft < 548 lb-ft OK Roofl 1.2D+0.5S+ 1.0W : 152 lb-ft < 548 lb-ft OK Roof1 0.9D+ 1.0W(Up z1) : 167 lb-ft < 548 lb-ft OK Roof1 0.9D+ 1.0W(Up z2) : 253 lb-ft < 548 lb-ft OK Attachment Check(ASD): Roof1 1.0D+0.6W : 155 lbs < 866 lbs OK Roof1 1.0D+0.75*[1.05+0.6W] : 125 lbs < 866 lbs OK Roof1 1.0D+ 1.0S : 33 lbs < 866 lbs OK Roof1 0.6D+0.6W(Up z1) : 158 lbs < 485 lbs OK Roofl 0.6D+0.6W(Up z2) : 241 lbs < 485 lbs OK Attachment Lateral Check(ASD): Roofs 1.0D+ 1.0S : 15 lbs < 229 lbs OK Lag Screw Uplift Check(ASD): 5/16" Lag Screw Withdrawl Value= 266 lbs Lag Screw Penetration = 2.5 in. Roof1 0.6D+0.6W(Up z1) : 158 lbs < 665 lbs OK Roofl 0.6D+0.6W(Up z2) : 241 lbs < 665 lbs OK Framing Check(ASD): Roofl uni 1.0D+0.6W : 309 lb-ft < 1560 lb-ft OK Roofl uni 1.0D+0.75*[1.05+0.6W] : 279 lb-ft < 1560 lb-ft OK Roofl uni 1.0D+ 1.0S : 189 lb-ft < 1121 lb-ft OK Roofl uni 0.6D+ 0.6W(Up z1) : 61 lb-ft < 1560 lb-ft OK 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :10/21/2020 SUNJob Code:SIDE DJIE P WE RTM 6of6 Framing Deflection Check (Service Level): Roof2 uni D+L: 0.000 in. < 0.00 in. OK Roof2 uni W Up: 0.000 in. < 0.00 in. OK Roof2uni W Down : 0.000 in. < 0.00 in. OK Roof2 uni S : 0.000 in. < 0.00 in. OK Seismic Check: Stucco 10.0 psf 2x4 Studs @ 16" 2.0 psf Gypsum 3.0 psf Misc. (Insulation,etc.) 2.0 psf Total Wall DL= 17 psf Total Wall Area = 2416 ftA2 Total Wall W= 41072 lbs Existing Weight Total Roof DL= 14 psf Total Roof Area = 5694 ftA2 Total Roof W = 79093 lbs Existing Weight PV Panel W= 46 lbs Number of Panels= 19 Total PV W= 865 lbs Additional Weight %increase= (Wexisting+Wadditional)/Wexisting = 1% OK 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. Limits of Scope of Work and Liability The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850