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HomeMy WebLinkAboutUntitled v1R' ' h Permit No SOLR b 2083' v City of Arcadia, CA Development Department ` r `s'—�i' ff p p p `_ > 9 !l ' ermrt Type Solar 11. r l 240 West Huntington Drive,Post Office Box 60021 (F k� , • � �� R r ir: s r ! Work Ctassi catron Solar `Residential`;' Arcadia,CA 91066-6021 1.-. ,� ro v` (626)574-5416 „ Permit Status Issued ARCADIA Issue Date 12/14/2020.1 Expiration: 12/14/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1730 EL VISTA CIR Arcadia,CA 91006-1659 5766011017 3`...-'_kcw,.b V. i�xgv w a. 9, e.®fi to'a t.�...: .:A"5PN eke..-._"-`t 4..:�F:." s" 3 S •.a ..e..� ::..._ t' •._..." . Y:.:&a'.e v .t':°. .0 a',.M<. °_.... .. «.e+eVR fib. ... .._. F' ®41..X'.se.._ ..... �E.: Contacts STEPHEN LICATA Owner SUNERGY CONSTRUCTION INC* Contractor 1730 EL VISTA CIR 1641 COMMERCE ST,CORONA,CA 92880 (951)768-4804 (951)736-2982 . 1005730 '3.:•!4 _^{xr+X::"-'_we..' Md.J."... (:<Pffi;eb 4ldi4;t.'Y.•..`..+'i""�.e p..'.z...:s:1\!.Y,' i...kT.+'A6+le n.R,d.,,.4.. ....,w f._am 1.•:_,•• 7 Description:ROOF MOUNTED SOLAR 19 Valuation: $ 0.00 Tenant MODULES/MICROINVERTERS AND•COMBINER BOX Total Sq Feet: 0.00 t Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-06293-20 $324.72 Electrical Permit Issuance Fee $47.01 Inverters $77.78 Amount Due: $0.00 Panels $8'2.45 Solid Waste Management Fee 2 $1.00 Total: $324.72 /Z.-17—20 h/74d43C70441 n , -1 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. /('e -zo ''';%/4/ re4A vJ'? 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. i-&,,, a lec4- se 4 r 4*7( e/.// E] CO1APLTD 0 El , • . . • December 14, 2020 Issued By: Date. December 14,2020 Page 1 of 1 of Anc, C.)%41 ~ , PERMIT/PLAN REVIEW APPLICATION, ,piao("E Development Services Department,240 West Huntington Drive,Post Office Box 60021 y% Arcadia,CA 91066-6021, (626) 574-5416,Fax(626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I] 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 m license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class C- 0 Iwo. 7 G p. Date 7-3/q/ compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. ILOWNER-BUILDER DELLA TION rir 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.M workers'corn ensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier Ac t, 'gene/Ye-An n demolish,or repair any structure,prior to its issuance,also required the applicant Policy 20 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 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 3 00 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 Date/Z Y GF/ Signature sale(Section 7044,Business and Professions Code:The Contractors License 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. 0 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. u \çame keg( Sure4C/o Title J Z r/-! "z0 PRINT NAME I certify that I have read this application and state that the above information is c rrect 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 u. . 1 the above-me jjpPert;n inspection purposes. /./. Signature = =1� Date / Z'/L!—Z0 / A{ S ISD! 'r�plt;L1d� AaFlD,VIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND -BON MONOXIDE ALARMS Property Address: r :7 Permit Number: . 5 0/z ' w 93 Brief Job.Description: 02-6 a ' fr 4` g dl q ,yam 57/- e Number of smoke alarms installed: 5 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 end 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/licensinglistings/licenselistinc bml searchcotest.php As owner ofthe 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 foreg ing is true and c.rrect, and that this declaration Was executed on (Date) , 16?/ •• . at Arc dia9 kali •rs�i.;e Owner9i Name (printed/typed): \St'e Ae11 L. � < . r 0 Signature of Owner: WI , 2. been This affidavit must be returned to the City of Arcadia inspector prior to final inspection UOKE ALAR,`" CA*1;:5 J -t MO)NOYli®E ;4,1LAR 1.' L•CVI JO i'�'M Guest RooHai Bathrou U Storage 0-1J Family codon • wok Garage FIRST FLOOR PLAN 577 MOK SMOKE ALARM CAR ON MONOXIDE AL '\• ;':�+ , �''�` Mstr ��i �.. ' __ Master. 3edrootlt Dining Lots Eit�ltett -- — Bath . ' 'inset Hall 0 Closet_ Closet - Family Room _ . 0 0 Bedroom Bedroom SECOND FLOOR PLAN 0.SMOKE ALARMII _ CARBON M NQX DE ALARM 5 1 • 1730 EL VISTA CIR PROPERTY LINE _ — — T FI I I I 7, ruu n 7,-" I al-fl Z°Z n m o A X I I02 mm I '� {v • I V m N 1 Z 1 m ,n s a I 11____1 <- I ( 1 r- r— I(173 -- -- - — `7 I I -IIE 12'-10° I i' I N CO P nI I c-- m -- -21-73 Z n cm m I I I_ _ — — — PROPERTY LINE J 4( ',- o y ilk / - v II /.. A I N m Project Name REVISIONS: SUNERGY CONSTRUCTION INC. 6.270 kW(DC)/5.804 kW(CEC-AC) LICATA,STEPHEN R-1721020(HS) N 1641 COMMERCE ST fili SUNERGY PHOTOVOLTAIC SYSTEM 1730 EL VISTA CIR, -u CORONA,CA 92880 mop,construction Inc. ARCADIA,CA 91006 m PHONE:(951)736-2982 DRAWN BY: DATE: APN:5766011017 CSLB:#1005730/B,C-10ZM SITE PLAN 12/1oOo2o Contractors Si•nature: 12/2/2020 %owl, yoursolarplans.. ,„oo „,d) ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER S,S STEM CONNECTION CHECK AT: 4730 EL VISTA_CIR/ ARCADIA,CA 91006 Job: LICATA,STEPHEN Prepared For: SUNERGY CONSTRUCTION,INC. 1641 COMMERCE ST. CORONA,CA 92880 (951)736-2982 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2019/ASCE 7-16 2-Wind: 110 MPH,Exposure: C 3 -Wood Species:DF-L No.2(SG= 0.5) Notice:Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction &solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. oQkOF ESS/049 ff TR&02 No. C70784 23 Exp.06130/2021 \P- V I k. le OF CAtlfr 1-844-PV ELITE I info@yoursolarplans.com 3000 E.Birch Street Suite 201 I Brea CA 92821 : i I ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope 0 = 17 ° Roof Shape Gable Tributary Width s = 4.00 ft Tributary Length I = 1.73 ft Effective Area Ae = 6.92'ft2 Height of Structure h = 15;ft Wind Speed V = 110 mph - Exposure Category' C Building Width B = 30 ft Building Length L = 50:ft Zone Width a = 3 ft Elevation Height zs = 694 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 0.98 Velocity Pressure Exposure Coefficient KZ = 0.85 Velocity Pressure qZ=O.00256KZKztKdKeV2 = 21.80 psf Solar Array Pressure Equalization Ya = 0.80 Array Edge Factor YE = 1.50 Zone GCp p=gz(GCp)(YE)(Ya) 3 - - 3r 3.60 -94.16 3e 3.00 -78.47 2 - - 2r 3.00 -78.47 2e - 2n 3.00 -78.47 1 - - 1' - - m.61,.a„ -1119--I't'h-fr A© 3O Mk e SJ ...f. IL-.1'Al1LLY NoL i0(1 o.10%dY44 Cma 4041.8 rrmwmO.A9..ainow b 400d1°.Mm Imam 41191 JS,11.0114410.41 AmmJmuJ0,0vvtllaow Lv444.10y104004e4.404 dull to armd(=lite 040030 dK 01 the ,ea4.q ltritammim• mm 00440d4tOc0en>;ed0:444dw n00444 ss?1,03q•dmaa 4 1 d . O.Hansom,:®.m 48.11119 mcs=d oasaitoois.1 divas.,l0 ft MI. b.13444 mdKM.m 0 In.000-11304004!WC aunlemdM°s 10'. • C 99 --- 9.AqY dlemct(Mfam dr. &rascal,is zeA O Emmet F4eaa18e Coe/fcie.Ws Ti ,V 0 m .00 O O0 _ 0e O0.1:n----t-----t7.-*:0 t n-----'0400 y -ro i.s --- ,___i�_ ar 4.QCT+ ' 1-,-A i i O9 • 114 m--. -i = ���•(((I,' .(( !i m g 41 �.__•...Jy u `Q v�1_ .`I 3... 06 -___.-_._-___.__ _ _ii 1711 Y Al �y�_ e 019 -.____ is° - u-__1_-t-44-- 02 Oem a e 11 s 1 e10 ,A 1000 :® 14 se ® m EtlxHveWindArta,0.� b FmevnJ9ne'py a t�vc�Aa e'w5� !Ades ASUBE 29.N Sees Venal Vtesatee E...0l:eon Fedor.?.,l0r Enclosed and Parana Endowed Bulldog'01 AI He191xs I.A04;.s.4244.4i.,Gr4y raft wS 0404 2.11m¢sJ sc,Y410:44em60040041..4011=144=4 9.14010:4•464400 a O,4:434400,-,04•001, a seri m.ada a,d.al Irmoew wrrm.m 040.42?. S.14011ag44000d94d40:043(444324®4(owe404.440 0410004eu 6.0ov,/Iu Y tar coa mm,nd4 ryrm¢®mhanm 0145 .I.1sa4401Mao,rrtra 6.9 os4An9eole.0rY40 Wanc0i44000'0af rLelwN4g 1.00 m iasde M 444.404 0..4440.t r ,.t;rdmaar_a.seaUk®md4m®r,4siferxbcd,4,.e tts- •140119 193.00 C.-0014O0.d Oaetmq 1edeo 4(03 sea e$t E040104•1.00644Mm40e:l IGCal 101.001103 80.0.,0019 Fs►oe Suns.-Gsaa lbOlL.T44 3 20' LAG SCREW ANALYSIS Loads Wind Pressures qz = -78.47. . psf Solar Panel Load QD = 3 psf Panel Length = 5.217ft Panel Width b 3.4583 ft Attachment Spacing s 4'ft Portrait Tributary Area At = 6.92 ft2 Wind Load Pw=qz*At = -543 lbs Dead Load PD=QD*At = 20.75 lbs Uplift Pa=0.6 PD+0.6 Pw = -313 lbs Landscape Tributary Area At=b*s = 6.9167 ft2 Wind Load Pw=q=*At = -543 lbs Dead Load PD=QD*At = 20.75 lbs Uplift Pe=0.6 PD+0.6 Pw = -313 lbs Lag Screw 5/16"x 5" Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch) Diameter of Lag Screw D 5/16 in Withdraw Design/in 1800*SG3/2*D314 = 266 lbs/in Depth of Embedment IP =t 2.50,in Total Nominal Withdrawal Value W=W*IP = 665 lbs Load Duration Factor Co = 1.6 Withdrawal Design Value W=W*C D = 1064 lbs Demand Capacity Ratio DCR=Pa/W' = 0.29=<=1=OK i ASCE 30.3.2 Design Wind Pressure Beam/Top Chord Check Roof Slope 8 = 17'° Roof Shape Gable Tributary Width s = 2.00 ft Tributary Length L = 23.00 ft Effective Area A=L(MAX[s, L/3]) = 100'ft2 Height of Structure h = 15:ft Wind Speed V = 1.10 mph Exposure CategoryC • Building Width B = 30 ft Building Length L = 50.ft Zone Width a = 3 ft Elevation Height z9 = _ 694 ft Wind Directionality Kd = 0.85 Topography Factor K( = 1.00 Ground Elevation Factor Ke = 0.98 Velocity Pressure Exposure Coefficient K, = 0.85 Velocity Pressure q2=0.00256K,KnK.KeV2 = 21.80 psf Internal Pressure Coefficient (GCpi) = -0.18 . Zone GCp p=q,[(GCp)-(Gcpi)] 3 - - 3r 1.80 -43.16 3e 2.25 -52.96 2 - - 2r 2.25 -52.96 2e - - 2n 2.25 -52.96 1 - - 1' • - - amgrams 0 9s 0 4, Mil I1JtAIi(. .'t i Sit Notefon ass tin of lt>N\naaWldimmaw wOiA..00Mef b u°tIIO.M°nc los °rs°en orb..al \ra.„ Gasm wiai ?A 0. m 9 tit IlPatay mitts.Nced;t&dart Malik ml(sten tic egeel dc o.aO j.the\aa.+rt,Garcia.Got m amlat the ata'Aaarc AO ea mat%m emthen daucaa 0.11a,aeaal G,tm...>o•Ylat54thn unit(to Iola,' to A.31l dtin1 G.ys..theme.to C tett.meee,dee cave.01.l0 to toed to OS If, G.A.Okci to of meets=bone...le Somme Edam!Pressure Coefficients 0 m0 .to 0 O IO -- a ---', _1_I 1Ca4(a_ y0 L 1IiE = . °ri terIMM 1040 C0M1 MO tam m .radl...1001 ® Es.Nr.,AmeW) I. I.Ware:aeakdmssMC.,tote teed wither.. 2.11ma teal mak demo.mapc.of eertout wA.taro m A.tan aaJosaOV 141.,Paatma w9,bu ant at.assay from We wlm.toleeL.eh. a.Saeae,.amt NJ Is damped tee wai®a pwN c ml cepa.preatvct A.Valetta ltA')Iee tottoaNaap iaassk e®ect . -•now MD taro malaw swim .5.►atattev mea.tCam , ®uw a\ma daef We kat,dull me is Irak way o.a5ata drami.¢M Mr Sts dsos.t.br to®end(nod.aa.ak ed sed the wsttuep SCUFF i0if9e.mtawm W OW.G(OS GOA OS IV-)3.I.e..Remove Coh•Irbtes.100.1 MSavdad re Pan./ Embalm.adnmgy—Owe Woof.r res iT r. 'r Beam/Top Chord Check Lumber: DF-L No.2 Moment Demand #of Attachment per Rafter NA=" 12 - Span: 1 2 3 4 Eave Orientation j li(ft) pm,(lbs)pw,i(lbs)p,,,(lbs) Lenght(ft): 8.00 7.00 7.00 0.00 1.00 1 2.2 20.8 -366 Landscape 2 4.3 20.8 -366 3 5.6 20.8 -366 Landscape Dead Load Roof Material:_Comp. CID= 10.00.psf 4 7.8 20.8 -366 Live Load Q,,= 20 psf 5 9.1 20.8 -366 Landscape Wind Load p= -52.96'psf 6 11.2 20.8 -366 Snow Load Qs= 0.00 :psf 7 12.5 20.8 -366.3 Landscape Rafter Spacing s= 24 in 8 14.7 20.8 -366.3 9 16.0 20.8 -366.3 Landscape AT(ft) pa(lbs) pw(lbs) p,(lbs) 10 18.1 20.8 -366.3 Wind Load,Portrait Portrait UL= 10.433 20.75 -553 0 11 19.4 20.8 -366.3 Landscape Wind Load,Landscape Landscape Uw= 6.9167 20.75 -366 0 12 21.6 20.8 -366.3 Linear Dead Load wd= . 20 plf Live Load wLr=: 40_plf Start0 ft Starts 22.25 ft End 1.5 ft End 23.00 ft Snow Load ws= 0 ,plf Start' 0 ft Start22.25 ft 600.0 ------ ---- -- Ends 1.5 ft End 23.00 ft 400.0Ak t 200.0AL, a,Moment 0.0 IAll I. I D 186 lb-ft -200.&I09 5.000 ,,0 00 1+ 30.000 ,2 00 D+Lr 193 lb-ft -400.0 D+S 186 lb-ft -600.0 -f 0.60+0.6W 586 lb-ft T J .w -800.0 D+0.45W+0.75Lr 337 lb-ft D+0.45W+0.75S 337 lb-ft M(x)=Rt(x-Li)-P/(x-[/)---22 Moment Capacity Framing Member Size 2x4 • Lumber Grade: DF-L No.2 CM=1 C,= 1 C,= 1.15 CF= 1.5 fb= 900 psi C54=' 1.0' C,= 1 Breadth b= 1.50 in Depth d=' 3.50,in Section Modulus S„ =be/6= 3.06 ins Bending Stress Capacity F5= CM'C,`Cr*CF'15= 1553 psi Table 4.3.1 NDS 2015 Co Fb'=Co'Fr ASD Load Ma'S. DCR 0.9 1397 psi D 729 psi 0.52 OKAY 1.25 1941 psi D+Lr 756 psi 0.39 OKAY 1.15 1785 psi D+S 729 psi 0.41 OKAY 1.6 2484 psi 0.6D+0.6W 2297 psi 0.92 OKAY 1.6 2484 psi D+0.45W+0.75Lr 1322 psi 0.53 OKAY 1.6 2484 psi D+0.45W+0.75S 1322 psi 0.53 OKAY Deflection Limit E= 1600 ksi I= 5.36 in° Transient Deflection 0.465 in Transient Deflection Allowed 206 > 180 (.\ [OKAY] Total Deflection 0.556 in Total Deflection Allowed 173 > , 120 [OKAY] EISMIC WEIGHT COMPARISON/ANALYSIS-(PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Models Panasonic Panel Weight W panel = 434 lbs Number of Panels Npv =i . 19. Total PV System Weight WpV=Wpanei*Npv = 817 lbs Existing Roof Weight Roof Weight Qp =' 10.0 psf Building Length Lbuild = 50-ft Building Width Wbuild = 30-ft • Roof Area Abuild = 1500 ft2 Building Perimeter Pbuild = 160 ft Wall Height ht = 8 ft Wall weight Qwaii = 15 psf Interior wall weight Clint = 10 psf Roof Load WfloorAbuild*Qo = 15000 lbs Wall Load Nwail=ht/2*QM!!*Pbuild+AbuildQint = 17100 lbs Total Story Weight Wbuild=Wfloor+Wwall = 32100 lbs Percentage Weight Increase WpV/Wbuild =-2 55'1/0 <-10%OKAY