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HomeMy WebLinkAboutUntitled &1'; i i ',O City of Arcadia, CA - Permit NO. SOLR-20-1165 •, ,1.1 �, Development Services Department Permit Type:Solar ?4 240 West Huntington Drive,Post Office Box 60021 - .�r Work Classification:Solar Residential . ,,• . Arcadia,CA 91066-6021 ti.o^ 'W ; (626)574-5416 - ' -Per-mit status:Issued • �s' $2 D. AIssue Date:07/29/2020 Expiration: 07/29/2021 • Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number r 431 DANIMERE AVE Arcadia, CA 91006-4858 5790018012 Contacts Steven Cheung Owner HOWARD&SONS INC Contractor 431 Danimere 357 N SHERIDAN ST#104 N SHERIDAN ST 104,CORONA,CA 92880 (951)452-3222 1011201 ,q,:i.;'ba.`.�_'t )S.t3 k�dR.<<9�:.:•- F nay,�eAY 4�. .f: M.'clt Rk+9+t4's@ .h.�..-.u<-:'.. _ 3�,'..k Va.4wY.e.Y��ab'.*.. \Dfl ffi4'l dta iw.a„H" 6'".,R I9 k4`:.�WFY+�.R::t::.. ,8'a' .YA b ..!• ._t-,G;,^b�M.A3 a31§Ky. b"."'.�."KYtaSYI"�. Description: REMOVE EXISTING PV SYSTEM, NEW ROOF Valuation: $ 0.00 Tenant MOUNT PV SYSTEM, 20 MODULES/MICRO INVERTERS Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-05076-20 $308.24 Fire Plan Check Fee Residential 550.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $308.24gar,COMPED -t (- 0 CALLS FOR INSPECTIONS fi/4ARequest for inspection by telephone at 626-574-5450. Leave a message I.> 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 ,�, I from the date of plan submittal.This permit expires and becomes null and +A O C•1 106/1/40)01* MD void if any work authorized by this permit is suspended or abandoned for 180 p�� consecutive days or if no progressive work has been verified by a City of uc- ,k�L.1"VS klete Arcadia building inspector for a period of 180 consecutive days. VV124 Fleo K1 FIci,W July 29, 2020 Issued By: Date July 29,2020 Page 1 of 1 of AR `,t}Fo(W.99A ,..% W PERMIT/PLAN REVIEW APPLICATION om" j0.0 �Development Services Department,240 West Huntington Drive,Post Office Box 60021 ol�y of Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affinn 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 Signature of Contractor performance of the work for which this permit is issued. 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 throughhis For,?helrn;i i wt1 employees,provided that such improvements are not;integdei ooY�o e�l foil ;ate ` WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the buildingor improvement is sold"witlihrline ' ii of P (f'1`Y 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). 0 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. 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 431 Danimere Avenue, Arcadia, Ca 91006 ` PERMIT/PLAN REVIEW APPLICATI®N 4 Development Services Department, 240 West Huntington Drive, Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416, Fax(626) 447-9173 _ ONLINE PERMIT/PLAN REVIEW APPLICATION ARCADIA(fly t3}: / (at,i �� Job Site Address: LICENSED CONTRACTOR'S DE RATION WORKERS'COMPENSATION DECLARATION ❑X I hereby affirm under penalty of perjury tha 1 am icensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000, .f Di ision 3 of the Business and Professions Code,and my lice - ': full fo 'e a d effect. I have and will maintain a certificate of consent to self-insure for workers' License Class B3 9 License= f •6, • N — P$OPERTY LINE — \ - I- F - ------- ---1---- n / o • w / o N <7h / • I I A \ N XI X o m m O / Z O.'[D7 . o -0 3m El O C) A m m m m m1 0>o I� m— z Z Or z 0 m l. Fri //) I I L."--''' -.- — . (—I ., PROPERTY LINE ZI— ¢ z < L I— 2 U) ROUTING ACTION 0 - , Q Initials. Date Cl QP°�P�NO�.�QPPo P�q���°�s Notes w W Checker____ /�_ �° Pe G°� on Sheet# o _ z z Planning IX _17gg — X I w U Q Q Eng. ti CD -I, Building 11iii tn 't w O • Fire _ I — W U m Off, PWS Water _ w WELD . J 2 _ Trees _ Q c� T e, i\ �'S i► % cn .•,rik s `" m N HOWARD&SONS INC 6.500 kW(DC)/5.943 kW(CEC-AC) Project Name REVISIONS: 357 N SHERIDAN ST#104 CHEUNG,NONIE 0 m CORONA,CA 92880 PHOTOVOLTAIC SYSTEM 431 DANIMERE AVE, -r (8 PHONE:(951)402-7663 ARCADIA,CA 91006 LICENSE:#1011201/B DRAWN BY: DATE: SITE PLAN APN:5790018012 1 Contractors Signature: GM 05/28/2020 • 5/28/2020 rr44 gAtgaloursolar anstorn wow „,,,,„6” ENGINEERING SOLUTIONS FOR ALL-YOUR SOLAR NEEDS. :. Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 431 DANIMERE AVE. ARCADIA,CA 91006 Job: CHEUNG,NONIE Prepared For: HOWARD&SONS,INC. 357 N.SHERIDAN:ST.,#104 CORONA;CA 92880 (951)402-7663 Design Criteria. 1- Code: CALIFORNIA BLDG CODE 2019/ASCE 7-16 2-.Wind:95 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 issolely intended for the above mentioned project: voFESS%ON �'� ��G TRU 04,Fye/ L.,' 2 ?r No. C70784 '. *. :. Exp.0613012021 s!�!� 1� qTF OF.CR01F`' 1-844-PV ELITE I:info@yoursolarplans.corn 3000 E.Birch Street Suite 201 I Brea CA 92821 5/2812020 ATC Hazards by Location OTC Hazards by Location Search Information • j 1 _. / Address:. 431 Danimere Ave,Arcadia,CA 91006, USA -- i ayHesperi . 376 Forest Coordinates: 34.117129;-118.0202784 7__ _ N. Elevation: 376 ft ;`: � �LOS� �t�G�@S%`S5n Bernrdlno 1 ; 'f._-1-3 -- Timestamp: 2020-05-28T15:49:36.5612 1-11 )1%;;,-"r" Hazard Type: Wind l�®�C '{rArtaftetm " i • '1 Goo Iei',- a° �tIK Iry ap 9-�•_•-_ .,Map data©2Reportiarmap error;/ :ASCE 7-16 ASCE.7-10 ASCE 7=05 MRI.10-Year ._ _ 66 mph MRI 10- A Special : mph ASCE 7-05 Wind: A Special : Mph 9 Year Reion ' Speed Region MRI 25-Year .. 71 mph You Bre ina special wind region; You:are in a special wind region. Please: Please contact the Authority Having contact the Authority Having Jurisdiction: MRI 50-Year 76-mph Jurisdiction: MRI 100-Year _.. :..... '81 mph MRI25 A Special mph Year. Region. Risk Category I ;_. . 89 mph You are in a special wind region, Please contact the Authority Having Risk Category Il. .__ _ _ ... 95 mph Jurisdiction.. Risk Category III __.;__ 102 mph .MRI 50-. A Special mph Year Region Risk Category IV 106:mph You are in a special wind region, - Please contact the Authority Having j : . Jurisdiction: MRI'100- A Special mph. Year Re ion 9� , You are in a:specal wind.region Please contact the Authority Having Jurisdiction. - Risk :A Special mph Category I Region You are in a special:wind region.. Please contact.the Authority Having Jurisdiction. Risk A Special mph Category II Region You are in a special wind region:. Please contact the Authority'Having https://hazards.atcouncil.orgr#/wind?lat=34.117129&Ing=-118.0202784&address=431 Danimere Ave%2C Arcadia%2C CA 91006%2C USA 1/2 • 5/28/2020 ATC Hazards by Location Jurisdiction. Risk A Special mph Category Ill- Region IV You are in a special wind.region. Please contact the.Authority Having Jurisdiction. The results indicated here DO NOT reflect any state or local amendments'to the values or any delineation lines made during the'building, code adoption process..Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with.design. Disclaimer Hazard loads are interpolated from data'provided in ASCE 7 and rounded up to the:neatest whole integer..Per ASCE 7, islands and coastal areas outside thefast contour should use the last wind speed contour of the coastal area—in some cases,this website extrapolate past the last wind speed contour and therefore,provide a wind speed that is.slightly higher. NOTE: For queries near wind-borne debris region boundaries;the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories;and special wind regions shall be examined for unusual wind conditions. While the information presentedon this website is believed to be correct,ATC and its sponsors and contributorsassume no responsibility or liability:for its accuracy.The material presented:in the report should not be used.or relied upon for anyspecific application without competent examination and verification of its accuracy;suitability and applicability by engineers.or:other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals; having experience and knowledge in the field of practice;nor to substitute for thestandard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of :this website does not imply approval by:the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report:. • https'//hazards.atcouncil.orgl#/wind?Iat=34.1171298.1ng=-118.0202784&address=431 DanimereAve%a2C Arcadia%o2C CA 91006%2C USA 2/2 , . . . , . . . . . . . . . . . . . . . . . . • . . . . . , . • . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . • • • " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . , . . . . . . . . . . • . . . . . . . . ' . . • .. . . . • . . • .. ' • . . . . . . .• . . . . . . :.ASCE 294.4 Rooftop Solar Panels Parallel.to.the Roof Surface on Buildings of All Heights and.Roof:Slopes. • • ;Roof Slope• " 0 - - . ' ' • =' - 20 ° ' ' ' - ' • • - - • . . . . • . ._ . . . . . • . . . - Roof Shape: • Gable ' . . • . .. . . . . . . . . . . • • . • • •Tributary Width s . - = 6.00 ft . • • . • • . . . . . • • TribUtary Length . I = 2.76 ft . •. . . .. . . • . . . . . . . . . . . . . . . • . . . . • . 'Effective Area• A, .=, 16.58 ft2 • . . . . . . . . Height of Strticture. .. . . • . . . . . .• . • . . . • • h .•=, . - 15 ft. • . . . . . . . . . . . . .Wind'Speed . ' ,' • • V • • '='. ' - 95'mph . . . . . . . . . . . . . . . . • . Exposure Category:. - : .• - . C. . . - • • ' . • " . . . _. . . . . . . . . . . . . . . . • - •Building Width • • •• • B • ' - .=: • 30'ft . . . . . • . . - . .• . . • . - • . . .Building Length' - .' 1.• ' =. ' - 60'ft- • . . . . . . • • . . Zone Width a : : - . . = .' 3 ft . . . . . . . . . . . . . . • . . . . . . . . . .• . . . . - . . . . . . . . . • - •. •• '• Elevation"Height. - . =.! - -376'ft •. . • • . . • . . . . . . . . . _ Wind Directionality ' ICJ . = . 0.85 - • :'• • . . . . . . . . .. . • . . . . . . . . . . • Topography Factor' Kt . . IF •1.00 - . - . • . - . . . . . • . . . . . • :K. = . 0.99 • ' - . • . . • • ' Ground Elevation Factor .. . . . . . . Velocity Pressure Exposure Coefficient K " = 0 85 . . " • . • • . . . . . . . . . . . . - . . • • Velocity Pressure 'q2=0.'00256KiKtKdK,V =- 16.45 psf. . • . . . . . Solar ArrayPressure Equalization ' • Ya• = 037. . • . . . . . . • . • • . . . . . . Array Edge Factor YE . = 1-.50 . . . . . . . . ' . . . . . . . . .• . .. . . . . • . . . . . . . . • . . . . . . . • . .. . . • . • - . . . . . . . . . . . • . . . . . . . . . . . . .. . • . • . . ,. .• .-.. • --.Zone ; .- '- : : -- -GC0 .12-.4 tiz(GC0(yE)(ya) . . . • . . . . . . . . . . . . . . e .. . . . . . . . . . . . . . . . . . - . - . . . . • - . . . . . . . . . . . . . . . . • . . . • 1 3r .3:47 ' . -65.95 • • . . . . . . . . . . . . . . . . . ... . . • 2.95 ' -5600 • . . . . • 3e . . . . . . • 2 - .: . . . . . . . • • • • - 2r 295 . • -56.00 • . . . • • • 2e. - - • . . . . . 2n 2.95 • ' ,56.00 . • . • • 1 . ... . . ‘ , .. . . . . . . . • . . . . . . . . . . . . • . • . . . . . . . . . . .. . . • . .. . . . . . .. . . .. . . . . . . . . . . . 0i-0,.,... . • . • . . • . . • • . . . . . , . . . fl -III- • • • • • . .. •. . . . • • . . • . . . . .a -- . . • • . ,o -ob . • • . . • . - . . -- . . . . • 1 .. i • 1 111.VAI1W4 .• • .• . . . -'• . . . . . . . . . . . . . . . . . . • iliolariial. • . . a•10:r<t4aallaniantal dalhiata;n•EatatartawS 0 whalsr.0.0 nal Ws ohaS eats/.414 of 110.4 tsvisadhl . • . . . . . . . . ' G11 .9rranam 4,101cah 0 an amtvas sh001.01;<anus.Rhall Iv rtazaard Wm Ow cow.a.14<of,W . •• • • , . . clian.T.1.2.18.11 akrafolan 00 ha Cirri,.eV Mir dwanc<dull no.iniluk a•as 0.5104 dralsh•el • . I.;ilasuash1.14rassino al lhahhan;awawin.loarahalw wt.Jasslian.In 11.1 - ' • . 8.51,a sa,haistrara 0 imh mall Ma rasS lai;01 Will.!Ara fnr os In% _. _ , .1 . 0.Art;14,4,1x*itivof/mita beci,,mal.in.3,-,rcr• ' . . i .• 1.. . • " , • &ferried Plessame Coellieimis ' ' \. ' • . • . . W. -. . , .. . . . . . . .11° ' ' -i .0` - o1 .. . " . . . . . . . . 1' --... .-: :..: • . 11;40 -i I. 11 I.. . W . . . . . _.A°CO „ ,______. • . . 41 • . • . . ‘,5 11 . ..--77-:---_-- .3-11-6,-sh-:-.1 -V.-1--..-- ' . •E,- . . - • • . . . •--.2 -.. . ,I,:a. .‘ . . 11-.2-3,-,: -_ •. . 1„.. - - 1-• -L-I-.2: . - 1 2 . • - . . . ' • - - " - i' •-, I -• • c„u. 0.5 „ . . . .•11 .- •' '• 'Te- .11,_°. ,_ ....•_•_.: . . . . . . . . . . • {,3 - 03 • . . . , • CO . • "------'1. 11.7---7,_-_-.17:7!-:7-_-.: M,-2.'•' ' • ' " I . . WO • s r :;',U 4:1 1•=l • c 0 is iFs-sx sans .0 .2 SO 10.11.•IOW . . . 1010 Etlectfve Wind Area kit? 1-.....,,tiu.,.nY1 56=0%W haa..0.a15. • . NOU'El , • FIGURE 29.4.8 Solor•PanellotOsuro Erporaorilion Facior,.,ifor ErrclOsed a/vO Portia;Endosed.Buildirrio Of All 9.01110 2.11anrostal schts&nu"411„-Wro ma aria.to 40115,1 . 3.:0 4101-4.14ah:T0 4:45 r.,:•,.......i........u.-0,..4 iroiviN i.a.i..a...:,..1,...<.t. • 4.Laltkrarrharans WM he 5,5001 for mvarum salang 401 acsa104 prsawrch 5 Whx-1 etr0-(10 Inv rssaf 40[0011-,ackas 4armrscortmhshaslhan10445 t0pstana 1.35 44 surfac, • G 11 ossItasop chla..-We Whet taw/seta Sums..unta ArmAs htull nal WW.hfc arty,cazn,tirncrae.v.h.a at ro,o•ror...o.'...00ri.onoroorro frnm.riv3.1.:Nge[COM,. . . . . . . . . . . . . . . . . . . . . . . . • f Gunk Amon Conmints aro Cooing In A ori n in 'BA rrli Amour...visor.Coencors.(OCoi tOr MOO.and....Ail • . . . . . . . • • • • . . . . . . . . . . . . . . . . .. . . . . - . . . . . • . . . . • . . • " . . . . . ' . . - • . LAG SCREW ANALYSIS • .Loads . .. .. Wind Pressures qZ = -56.00 psf Solar Panel Load Qp _ . 3 psf Panel Length I : = 5.525 ft Panel Width b 3.2833 ft Attachment Spacing s = 6 ft Portrait. Tributary Area At. . —; 16.58 ftZ. Wind Load Pw=q='At; ` : = -928 lbs Dead Load Po=CD*At =. .49:725 lbs. Uplift Pa=0 6 PD+0.6 Pw '. = 527 lbs Landscape'. Tributary Area. At=b s = 9.85.ft2 Wind Load Pw=q:'At = -552 lbs Dead Load PD=CD*At = 29.55 lbs Uplift, Pa=0.6 PD"I'0.6 Pw = 413 lbs Lag Screw 5116"x 5" Specific Gravity of Lumber SG = 0.50(Douglas Fir-Larch) Diameter of Lag Screw D = 5/16 in Withdraw Design fin 1800'SG3n;D314 266 lbs/in Depth of Embedment IP = :2.50in Total Nominal Withdrawal Value W=W'I, =. 665 lbs Load Duration Factor Co = 1.6 Withdrawal Design Value W=W'CD = 1064 lbs Demand Capacity Ratio DCR=Pa'/W = 0.50 .<1 OK • ASCE 30.3.2_Design-Wind Pressure •• ••Beam/'Top Chord Check . Roof Slope A 20 . Roof Shape Gable .•• . Tributary Width ••s ' _ _ - 2.00 ft Tributary:Length L •• •• = 15.50 ft • - Effective Area• A=L(MAX[s;L/3]) = 80 fe • . Height of Structure h • = . • 15 ft. Wind Speed V • ., _ _ .95•mph • Exposure Category •. • Building Width B _ 30 ft • . • • • Building Length" L = • 60 ft Zone Width a = 3 ft • Elevation Height • 4 = :: 376 ft . Wind Directionality Kd = 0.85 Topography Factor Kt _ 1.00 Ground Elevation Factor Ke _ - 0.99 Velocity Pressure Exposure Coefficient = 0.85 • Velocity Pressure- qZ=0.00256KZK KdKeV_ 2 = 16.45_psf Internal Pressure Coefficient (GCpi) . _ • -0.18 • . : Zone ' : •••• GCp p=:d,[(GCp)'-(Gcpi)] 3 – 3r . 2:20 -39:11 • 3e . -'2.42 -42:69 . 2 - .. 2r 2.42 . -42.69 • 2e = . . 2n 2.42 ' -42:69. • - 1 - 11 • _ • -t-t-- I°trt. 7.11t.... • e . CSJd . 'eJ' ' Noption • - . a IOU 01 E'016uuuaal:lam0pC4019.1a2i29,91•i.ImUL.Ni mi kv than 002:.1,-el law AaWaal • Jmrc..ThcOn,.w9m>_If anwrow[cuw.1,Y 01.,0.09 dull.mrni.Yurnlfi. ..va0k Na ca IN snl.The h.val dmtMi conal to(.ml1.IN ayr Jntar[Ia..0'alal:.1.2'22l.101222 d..unts IIn llriv.2.1J.mclioon al Natal,'mcgaN r raal malp.t dvxem•a 111m. ' A.win.4A.'1P,aPonto 0a,'tha rays NVa aNn le eaN Cm d s 1, • • O;.Anal 61liar t(n,.favi r.rrNelzI.in&via. Estafal Fiessure Co&ieiaits i0 • 0 . L0 .[0 _C_ CO • • i-22 ill\ ' aI .11 10 . :' °® tie,I' viiimiffil� I w. - C 41A Ant:,• .1 in.„.ei Aet01(arl n P 1:'4cnTra,Am11 r(ar(tsr • Notes • I.Vrn:-a:IralydraaclAC r1.alrnrNl./npr ;.IltaviaW-N.A.:ac't:•rfrmar.W art.ioel(n=1 ' 2.1,0 ON=2..924.2v uiy lr..+an aW t,Ia. ia+1 aa.ltralnyar alala•ir,011C11. .4.1,01‘‘,0,.11•4..tc Jell,.tyealluertsp NW.1C anJu-em;r r.eata._>." . S value.itr:y)ha ell m laAav iiaLJr pcouRa<aha w fr.vnhd tiny/.LWI..,.o 001.0'. ' • 6,Ifinernapo 0,Ita1 anPaniNvalJo.avu.a el 00,,,1161.6.10 war inlol aut tn..,Saarma 0.1.IN 64014,da%F.a,1E 11htarawnJ tem the r+t.414 cJ.ti a IN o.,..el • !MUFF 303•Y9C0tpaPa..b 000260 les EO 0(12 2,3.14):E.Pm.I PrHunC0001UYrta(CC,I Iorrnsios.01Mf`aLtllf E.rbrdnadn..—CW.Poeta r a a sf0' . • • 1, • • • Beam/Top Chord Check Lumber. DFL No.2" . . ' ' Moment Demand:. #of Attachment per Rafter NA= 4 Span: ECM Orientation j_ li(ft) Pal(lbs)pW,l(Ibs)'p„(Ibs) Lenght(ft) 8.00' 6.00 0.00 0.00 1.50Poet. 1. 3.7 49.7 -708 • • 2'. 7.8 49.7 -708 3 ' '9.2 49.7 -708 Portrait Dead Load Roof Material: Comp CID= 10.00 psf . • 4 13.3 49.7 -708. Live Load . Q„= 20 psf Wind Load p= -42.69 psf Snow Load Qs=' 0.00' psf Rafter Spacing s= 24 . in AT(ft2) Pe fibs) p.:(lbs) p.(Ibs) Wnd Load,Portrait Portrait UL= 16:575.49.725 -708 9. Wtnd Load,Landscape Landscape Uw= 9.85 29.55 -421 • 0 • Linear Dead Load Wd 20 pit Live Load wLr=• 40 .pif Start 0• '-ft .Start, 14.05'ft End- '3 ft: End 15.50 ft Snow Load ws= 0 'pif Start0 :ft Start 14.05 ft 600.0 I - End: 3 ft End. 15.50'ft 400.0 • • M.,Moment 200.0 D 197lb-ft' 0.0 0.000 5.000 0.000 15:000 20.000 • D+Lr 21616-ft 200.0 D+S 197 113-ft -400.0 0.6D+0.6W 498 lb-ft -600.0 .• D+0.45W+0.75Lr . 274 lb-ft ' .D+0.45W+0.755 ..274 lb-ftwax? M(x) 7.RAx-Li)=PI(x-ll�- •Z 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 Cb,and CI are not applicable • Breadth b= 1.50 In Depth d= 3.50 in Section Modulus S,=bd2/6= 3.06 in3 Bending Stress Capacity Fb= CM'Cr•C,•CF•fb= 1553 psi Table 4.3.1 NDS 2015 Co F5=Co Ft : ASD Load M.*S. DCR _ 0.9 1397 psi D . 770 psi 0.55 OKAY 1.25 1941 psi. D+Lr 845 psi . 0.44 OKAY 1.15 .1785 psi D+S 770 psi 0.43 _OKAY 1.6 2484 psi 0.6D+0.6W 1950 psi 0.78 OKAY 1.6 2484 psi D+0A5W+0.75Lt 1073 psi 0.43 OKAY- 1.6 2484 psi: D+0.45W+0.755 .1073 psi- 0.43 OKAY - . Deflection Limit E= ..1600 ksi :1.= ' 5.36 in'' .. - Transient Deflection 0.339 in Transient Deflection Allowed 283 > 180 [OKAY] Total Deflection 0.380 in Total Deflection Allowed 252 > •120. [OKAY] EISMIC WEIGHT COMPARISON/ANALYSIS=(PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight. . Module Model Hanwha 325W Panel Weight Wpanei = 41.1 lbs Number of Panels NPv = . 20. :, Total PV SystemWpv=Wpanei*NPV = 824 lbs Existing Roof Weight Roof Weight Qp = 10:0 psf Building Length Lbuild 60 ft Building Width Wbund = 30 ft Roof Area Abujid 1800 Building Perimeter Pband = :180 ft Wall Height ht _ 8 ft Wall weight Qwaii = 15 psf Interior wall weight Qi;t 7 10 psf Roof Load Wnoor=?bwid*QD = 18000 lbs Wall Load Nwan=ht/2*Qwan*Pbuiid+Abuiid*Qint/:= 19800 lbs: Total Story Weight Wbund 7 Wfloor+Wwan: = 37800 lbs Percentage Weight Increase WPv/Wbuild 2.18% <10%OKAY