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Home My WebLink AboutUntitled ;. 4 `4 City of Arcadia, CA PermltNO SOLR 19 1737 ° Development Services Department ` �. -.; ' ''�, c - 'irL w t Perm,t Type:Solar 240 West Huntington Drive,Post Office Box 60021 �t � a'3 r l ,. t-` Arcadia,CA 91066-6021 ;�? f ; I -, Work Classlhcation Solar Residential I - (626)574-5416 Permit Status:Issued , Af2CAb)IA IssueDatei08/29/2019{1 Expiration: 02/25/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1819 Anita Crest DR Arcadia,CA 5766006003 Contacts RIMBENIEKS,EVALOS M AND JOAN R Owner SUNPOWER CORPORATION SYSTEMS* Contractor , 1819 ANITA CREST DR 1414 Harbour WAY#1901,Richmond,CA (408)218-6811 . ` 890895 s Description:ROOF MOUNT PV SYSTEM, 16 MODULES/MICRO Valuation: $ 0,00 Tenant INVERTERS/100 AMP LOAD CENTER ' . 9 Total Sq Feet: 0.00 Plan Check# Plan# .. Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-02321-19 $324.72 Electrical Permit Issuance Fee 547.01 Fire Plan Check Fee Residential 550.00 Amount Due: $0.00 Inverters $77.78 Panels $851.00 2.45 COP&ETEDwaste Management Fee 2 l CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the addre ,timefram and h inspection item is needed. 7-/7-r7 s� 44 s C4/ feA0o1. y A 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 �t -Z '—/1 /r ( 1C _ e l[ Arcadia building inspector for a period of 180 consecutive days. 1. A. August 29, 2019 Issued By: Date August 29,2019 Page 1 of 1 W. 1 PERMIT/PLAN REVIEW APPLICATION flop lij Development Services Department, 240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173 City 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 fullllforce and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class 00 License No.(jR"V-t-Exp. Date gl5 I compensation, as provided for by Sectioh 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor .- r 1r.: 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 o - demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 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 0 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, forthwith compl with those provisions. or my employees with wages as their sole compensation,will do the work,and the structure is not intended or offered for QlZi 9' sale(Section 7044,Business and Professions Code:The Contractors License Date O [1 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 costof compensation, did not build or improve for the purpose of sale), damagesas 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: 1. 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. (I-- Name -iktcfrA, \a 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. /{//� l Signature a i /� Date R' `--- 1 / � �y1FOq,�� Pa r 2\ ,a% 0%allyiofiH°/e AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON/ MONOXIDE ALARMS Property Address: l 219 Nv ko,_Ccrc �t- DC.— Permit Number: 901R,—i`t4737 5-V.6‘..0) ``!!11� �c� t r Brief Job Description: Rocs uy� cir �5`C M ( P�ekSv f�`CtirS ve Number of smoke alarms installed: Number of carbon monoxide alarms installed: When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. http://osfm.fire.ca.qov/licensinolistings/licenselistinq bml searchcolest.php As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the/are oing is true and correct, and that this declaration was executed on (Date) 17720/5 _ at Arcadia, California. Ov War's Name (printed/typed): i� l /14N/i,✓ Signature of Owner: This affidavit must be returned to the City of Arcadia inspector prior to final inspection A ' • - . i 1i 1• 1 1: ' . - I. Ro Guest Itoont '9atln'oun IStorago �r d� iFtithily Boom _ 1 ea L._______ _ Garage FIRST FLOOR FLAW or. SMOKE ALARM a CARBON MONOXIDE ALARM L ,fi , Msiraih ' 1 A Master Bedroom Dining Room Kitchen -13nt1: 0 Hall 0 Closet E I Clagei ;:-1 Closet Fancily Room C Bedroom Bodoni SECOND FLOOR PLAN C) =SMOKE ALARM l E CARBON MONOXIDE ALARM John Zurick From: Alvin Waters Jr<Alvin.Waters@sunpower.com> Sent: Monday, September 23, 2019 10:54 AM To: Chi Leung; John Zurick Cc: Nima Jalali; Heriberto Lora Subject: Re: SOLR-19-1737-1819 Anita Crest Dr Added correct email Jzurick@arcadiaca.gov Get Outlook for iOS From: Chi Leung<ChiFung.Leung@sunpowercorp.com> Sent: Monday,September 23,2019 10:47:42 AM To:Alvin Waters Jr<Alvin.Waters@sunpowercorp.com>;jzurick@arcadia.ca.gov<jzurick@arcadia.ca.gov> Cc: Nima Jalali<NimaJalali@sunpowercorp.com>; Heriberto Lora<Heriberto.Lora@sunpowercorp.com> Subject: RE:SOLR-19-1737-1819 Anita Crest Dr Hi Mr Zurick, 30A breaker is properly sized for the PV system output in compliance with NEC 210.19(A) and 705.12(D)(2)(3)(b). Total current output from the 2 branches of PV=23.2A,with 125%factor for continuous output per NEC 210.19(A) = 29A. Next size up breaker=30A. The 15A/2P breaker is responsible for the PV monitor system,PVS6,which isn't part of the PV output. It shall not be in part of PV over-current protection and wire sizing as it's technically a load, not addition to the PV system output. AWG#10 wire is also the proper wire size for 30A circuit per NEC 240.4(D),and 310.15(B)(2)(b)with temperature derate factor. Should you have any additional questions, please feel free to reach out to me with contact provided below. Thanks, -Chi. • Chi Fung Leung, P.E. Residential Project Engineer 77 Rio Robles,San Jose, CA 95134 j mobile+1.510.712.0824 I chifung.leung@sunoower.com SUNPOWER® From:Alvin Waters Jr Sent: Monday,September 23, 2019 7:48 AM To:jzurick@arcadia.ca.gov Cc: Nima Jalali<Nimajalali@sunpowercorp.com>; Heriberto Lora<Heriberto.Lora@sunpowercorp.com>;Chi Leung <ChiFung.Leung@sunpowerco rp.com> Subject: RE:SOLR-19-1737- 1819 Anita Crest Dr Chi+ Please see below email. Can you please assist on the project for homeowner Joan Rimbenieks?. Mr Zurick requested clarification from an Electrical Engineer pertaining to our backfeed that it is the correct according to California's standard PV requirements. This is necessary for us to get our permit finaled. Kindly advise at your convenience. 1 Alvin Waters I Permit CoordinatoriSan Fernando Valley I SPRI Alvin.Waters@sunpowercorp.com I Cell: (818)-497-5571 SUNPOWER From:Alvin Waters Jr Sent:Thursday,September 19,2019 8:59 AM To:jzurick@arcadia.com Cc: Nima Jalali<Nima.Jalali@sunoowercorp.com>; Heriberto Lora<Heriberto.Lora@sunpowercorp.com> Subject:SOLR-19-1737-1819 Anita Crest Dr Hi John, I'm reaching out to correspond to an inspection correction at this project address for our roofmount solar for our inspection which was held yesterday September 19,2019. I was advised by our Inspection Coordinator Heriberto Lora who walked the inspection with you that there was a concern about our PV Backfeed of our amps being too much load in addition that we are back feeding too many amps to our service panel. Pertaining to your concern on our PV backfeed we are and always have designed our plans to comply with the point of connection in section 705.12(1)(a)where we are not exceeding the 125%rule. Our backfeed is the maximum at 40A which we can't exceed and we are not. Please see my calculation referenced from our branch circuits. 15(Number of Panels)x 1.25 (125%)x 1.45(Maximum continues Output)=29 the next size up for our backfeed is 30A. 1 In addition the 30A is based on our temperature derate coefficient of.58 and our derating coefficient of.80. Please reference our electrical calculations and the following tables listed. Table 310.15(B)(2)(a) Table 310.1S(B)(16) • Pertaining to our branch circuits please review our AC Module information which shows our maximum branch circuits at "20A"which is highlighted and please also refer to the UL number on our sheet. The two branch circuits for 20A is only pertaining to the number of AC modules and microinverters in the branch circuit where the 15A is which is the MLO is the Main Lug Out to backfeed to our 30A. We are technically following California's requirement for solar standard under Title 24. Also keep in mind this is not a central inverter system. Please forward this correspondence to your electrical engineer for further review and reach out with further questions. ''�eqa° Alvin Waters I Permit CoordinatoriSan Fernando Valley I SPRI Alvin.Waters@sunpowercorp.com I Cell: (818)-497-5571 SUNPOWER 2 PdIWERTM 8/28/2019 Attn.: To Whom It May Concern re: Job JOAN RIMBENIEKS: 1819 ANITA CREST DRIVE, ARCADIA, CALIFORNIA 91006 The following calculations are for the structural engineering design of the photovoltaic panels. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. 03C ESS10N If you have any questions, don't hesitate to contact. F ktQ y��c2 C 84486 Sincerely, * Exp, 09/30/2021 * Ali Hajihashemi, PE `,,q C1V1t 9/ Design Criteria: Code: 2016 California Building Code ASCE 7-10 Live Load: 20 psf Ult Wind Speed: 110 mph Exposure Cat: B Ground Snow: 0 psf 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS SUNPOW E2 °f7 Structrure Geometry: Mean Roof Height, hn = 13 ft Eave Height, he = 8 ft Buiding Length, L = 50 ft Building Width, B = 30 ft Module Area = 17.5 ft2 Roof Properties: Roof 1 Roof 2 Roof Pitch (deg) = 21 21 Roofing Type = Comp Shingle Comp Shingle Sheathing Type = 5/8 OSB Sheathing 5/8 OSB Sheathing Wood Species= Doug Fir-Larch#2 Doug Fir-Larch#2 Wood Fb (psf) = 129600 129600 Wood Fv(psf) = 25920 25920 Wood E (psf) = 230400000 230400000 Wood Lag Withdrawal (lb/in) = 266 266 Framing Type= 2x6 Rafter 2x6 Rafter Framing OC Spacing(in.) = 24 24 Section Thickness, b (in.) = 1.50 1.50 Section Depth, d (in.) = 5.50 5.50 Section Modulus, Sx (in.^3) = 7.56 7.56 Beam Span (ft) = 8 10 Pen Trib Width (ft) = 2.55 2.55 Rail Span (ft) = 6.00 6.00 CD (Wind) = 1.6 1.6 CD (Snow) = 1.15 1.15 Cis= 1.15 1.15 CM = 1.0 1.0 Ct= 1.0 1.0 CL= 1.0 1.0 CF= 1.3 1.3 Cfu= 1.0 1.0 Ci= 1.0 1.0 = 1.15 1.15 Malowable_Wind(lb-ft) = 1560 1560 Mallowable snow (lb-ft) = 1121 1121 2125 E Katella Ave #220,Anaheim, CA 92806 1714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS S U N P SIV E RT' 3 of 7 Dead Load: Comp Shingle 3.0 5/8 OSB Sheathing 2.0 2x6 Rafter @ 24" OC 0.9 Misc(Insulation etc) 1.0 Total Roof 1 DL 6.9 psf Comp Shingle 3.0 5/8 OSB Sheathing 2.0 2x6 Rafter @ 24" OC 0.9 Misc(Insulation etc) 1.0 Total Roof 2 DL 6.9 psf PV DL 2.8 psf Roof 1 Roof 2 Roof_Dist_DL= 13 13 M_Roof_Dist_DL= 104 162 Def Roof Dist DL= 0.0030 0.0073 PV_uni Dist_DL= 5 5 M_PV_uni Dist_DL= 42 66 Def_PV_uni_Dist DL= 0.0012 0.0030 Total_uni DL= 18 18 M_Total_uni_DL 146 228 Def Total uni DL= 0.0042 0.0103 Rail_Down_DL= 7 7 Rail_M_DL= 54 54 Pens_Down_DL= 54 54 Pens Side DL= 21 21 Wind Load: Ultimate Wind Speed = 110 mph 2125 E Katella Ave#220,Anaheim, CA 92806 ( 714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS SUNP � ) 1NERT'" 4of7 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1 Velocity Pressure Exposure Factor, kz= 0.70 Velocity Pressure, qz= 18.45 Roof 1 Roof 2 External Pressure Up, GCp_1= -0.85 -0.85 External Pressure Up, GCp_2= -1.55 -1.55 External Pressure Up, GCp_3 = -2.45 -2.45 External Pressure Down, GCp = 0.45 0.45 Design Pressure Up, p_1= -15.68 -15.68 Design Pressure Up, p_2= -28.59 -28.59 Design Pressure Up, p_3 = -45.19 -45.19 Design Pressure Down, p= 16.00 16.00 uni_Dist_W_up= -31 -31 M_uni_Dist_W_up= -251 -392 Def uni_Dist_W_up= -0.0072 -0.0177 uni_Dist_W_down= 32 32 M_uni_Dist_W_down= 256 400 Def uni Dist Wdown = 0.0074 0.0180 Module_Up_W1= -16 -16 Module_Up_W2= -29 -29 Module Down W= 16 16 Rail_Up_W1= -40 -40 Rail_Up_W2= -73 -73 Rail_Down_W= 41 41 Rail_M_Up_W1= -320 -320 Rail_M_Up_W2= -584 -584 Rail M Down W= 327 327 Pens_Up_W1= -320 -320 Pens_Up_W2= -584 -584 Pens Down W= 327 327 Module Check (Service Level): 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS SUMP W E RTM 5 of 7 Roof 1 Down = 16 psf < 125 psf OK Roof 1 Up zl = 16 psf < 62 psf OK Roof 2 Down = 16 psf < 125 psf OK Roof 2 Up z1 = 16 psf < 62 psf OK Rail Check (LRFD): Roof1 1.4D : 75 lb-ft < 548 lb-ft OK Roof1 1.2D+ 1.6S+0.5W : 228 lb-ft < 548 lb-ft OK Roof1 1.2D+0.55+ 1.0W : 391 lb-ft < 548 lb-ft OK Roof1 0.9D + 1.0W(Up z1) : 272 lb-ft < 580 lb-ft OK Roof2 1.4D : 75 lb-ft < 548 lb-ft OK Roof2 1.2D+ 1.65 +0.5W : 228 lb-ft < 548 lb-ft OK Roof2 1.2D +0.55 + 1.0W : 391 lb-ft < 548 lb-ft OK Roof2 0.9D + 1.0W (Up z1) : 272 lb-ft < 580 lb-ft OK Attachment Check (ASD): Roof1 1.0D +0.6W : 250 lbs < 1254 lbs OK Roof1 1.0D +0.75*[1.05+0.6W] : 201 lbs < 1254 lbs OK Roof' 1.OD +1.05 : 54 lbs < 1254 lbs OK Roof1 0.6D+0.6W (Up z1) : 160 lbs < 1254 lbs OK Roof2 1.OD+0.6W : 250 lbs < 1254 lbs OK Roof2 1.OD+0.75*[1.05+0.6W] : 201 lbs < 1254 lbs OK Roof2 1.0D + 1.05 : 54 lbs < 1254 lbs OK Roof2 0.6D + 0.6W (Up z1) : 160 lbs < 1254 lbs OK Attachment Lateral Check(ASD): Roof1 1.0D + 1.05 : 21 lbs < 1536 lbs OK Roof2 1.OD+ 1.05 : 21 lbs < 1536 lbs OK Lag Screw Uplift Check(ASD): 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS S U M P VIS' E RTM 6 of 7 5/16" Lag Screw Withdrawl Value = 266 lbs Lag Screw Penetration = 2.5 in. Roof'0.6D+0.6W (Up z1) : 160 lbs < 665 lbs OK Roof2 0.6D+0.6W (Up zl) : 160 lbs < 665 lbs OK Framing Check(ASD): Roof1 uni 1.OD +0.6W : 299 lb-ft < 1560 lb-ft OK Roofluni 1.OD+0.75*[1.05+0.6W] : 261 lb-ft < 1560 lb-ft OK Roof' uni 1.OD+ 1.05 : 146 lb-ft < 1121 lb-ft OK Roof' uni 0.6D +0.6W (Up z1) : 63 lb-ft < 1560 lb-ft OK Roof2 uni 1.OD +0.6W : 468 lb-ft < 1560 lb-ft OK Roof2 uni 1.OD +0.75*[1.05 +0.6W] : 408 lb-ft < 1560 lb-ft OK Roof2 uni 1.OD + 1.0S : 228 lb-ft < 1121 lb-ft OK Roof2 uni 0.6D +0.6W (Up z1) : 99 lb-ft < 1560 lb-ft 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 = 1280 ft^2 Total Wall W= 21760 lbs Existing Weight Total Roof DL= 7 psf Total Roof Area = 1500 ft^2 Total Roof W= 10418 lbs Existing Weight PV Panel W= 46 lbs Number of Panels = 16 Total PV W= 728 lbs Additional Weight %increase= (Wexisting+Wadditional)/Wexisting = 2% OK 2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850 Date :8/28/2019 Job Code:JOAN RIMBENIEKS S U N P W E RTM 7 of 7 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