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HomeMy WebLinkAboutSOLR-21-0901 I 1 City of Arcadia, CA Permit NO.SOLR.21=0901 i,:,,,,:\.„.:, 1 Development Services Department i r-t t.r r 'y .% < 1} Permit Type Solar 240 West Huntington Drive,Post Office Box 60021 t "f ` } 4 I)i l Arcadia,CA 91066-6021 c " Work Ca si�icahon Solar-°ResidentialOver lO KW _ e (626)574-5416 ° ,a ' Permit Status:Issued- A CADIA , Issue pate:o5/18/2p21 1 Expiration: 05/18/2022 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 339 W PALM DR Arcadia,CA 91007-8240 5787006006 Contacts DION WU Owner SOLAR CONTRACTORS INC DBA BRIGHT Contractor 339 W PALM SPOT SOLAR* (626)712-7896 5628 BALDWIN AVE,TEMPLE CITY,CA 91780 (626)353-4787 1007552 Description:ROOF MOUNTED SOLAR SYSTEM 63 Valuation: $ 0.00 Tenant MODULES/MICRO INVERTERS 125 A SUBPANEL AMENDED 7-1-21 67 MODULES ON MAIN HOUSE. Total Sq Feet: 0.00 t Plan Check# Plan# a..•,.�. ,M...� �. Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $424.72 Building Plan Check Fee Residential $100.00 Cash/Receipt#REC-08108-21 $100.00 Distribution Panel $16.48 Cash/Receipt#REC-07662-21 $324.72 Electrical Permit Issuance Fee $47.01 Inverters $77.78 Amount Due: $0.00 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $424.72 , CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message 7-/R/ gi4(1,45,49--- requesting the address,timeframe and what inspection item is needed. This permit/planreview expiresbytime 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 buildin • Spector for a period of 180 consecutive days. nlolte_ a(47144 5e(P Ce/' ol.hpv, 4 X 6 Z /J 5 COEUI'LETED , qf . May 18, 2021 Issued By: Henry Kemick Date July 01,2021 Page 1 of 1 • • AFFIDAVIT SELF-CERTIFICATION.. FOR COMPLIANCE:OF SMOKE ALARMS AND BON.MONOXIDE ALARMS -PropertyAddress: Permit Number: <(-)L 7 2_ ( =0�d � • Brief Job Description: Number of smoke alarms installed: 12 Number of carbon monoxide alarms installed: Z 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 R31.4 of..the 20.16 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:cagov/licensinglistings/licenselistinq. bml searchcotest.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 undei penalty of perjury that the foregoin, is true and correct, a d that this • declaration was (Date)...executed.oar _. _ ( ) . a� - '���?��. _ at e�rcad a; Calof; ,rnia. Owner9S Name (printed/typed): • 1� U.n° / 7� _ . L Signature of Owner: u • This affidavit must be returned to the:City of Arcadia inspector_prior to final inspection - 339 W Palm Dr. N Arcadia, CA 91007 w '...._ E Pool ' S Pool House — 1 I Property Line I I -- — K I(N) Solar Array (E) Main Service \ � ..N."I II IIIIIIII z7. 111111 r -..,\ Residence (N)AC Disconnect ti)(— - C ROUTING ACTION (N) PV Combiner Date and A\* d't�ti 434 'See Garage Initials of QeO �o c\°:-';4° Notes with Monitoring Checker P G° P: G° 1, on Sheet# and breakers for disconnect I ,=y Plannino `7/ /. I '. �I Eng. — Building 7[i 'zf EP i ik-- 14ihrhiO (hspeohoh Fire PWS-Water 2019 cfu WELD I H I Relit iO S Trees I Driveway ALL EXPOSED CONDUIT AND W Palm Dr. MECHANICAL EQUIPMENT SHALL BE PAINTED TO MATCH ROOF AND WALLS. 3/19/2021 4 a r' t. ar' CA,t ENGINEERING AND CONSULTING Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: -339 W.PALM DR. ARCADIA,CA 91007 Job: WU RESIDENCE Prepared For: SOLAR CONTRACTORS,INC. 5628 BALDWIN AVE. TEMPLE CITY, CA 91780 (626)353-4787 Design Criteria 1- Code: CALIFORNIA BLDG COD2019/ASCE 7-16 2-Wind795 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. QOFESS/oN9 TR No. C70784 73 Exp.0613012021 'ivoF CA1-�F,Z.� (714)332-2741 I info@getstructural.com 3000 E.Birch Street Suite 201 I Brea CA 92821 3/19/2021 ATC Hazards by Location 1 LITC. Hazards by Location Search Information aJpl Address: 339 W Palm Dr,Arcadia,CA 91007,USA • 389 ft Pi' y ,Hesperis,...; NFU I t)ft35t Coordinates: 34.1118968,-118.043629 � �l��£" r f 'W Bern Elevation: 389 ft • Los� ngei�st_ Sai Berri�a�dln Natton Timestam 2021-03-19T22:24:05.853ZRtveo5lde �4 Hazard Type: Wind i yt� aLonct�Qea�tu , irvinet `� C O`e�gle _ ` Map data©2021 Google,INEGI 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 Year Region Speed Region MRI 25-Year ._____....________.___ 71 mph You are in a 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 MRI 25- A Special mph Year Region Risk Category I _.____._.... 89 mph You are in a special wind region. Please contact the Authority Having Risk Categoryll ____.._.._.........__.. 95 mph Jurisdiction. Risk Category Ill ______..._____ 101 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 Jurisdiction. MRI 100- A Special mph Year Region You are in a special 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.orgf#/wind?lat=34.11189688,Ing=-118.04362984address=339 W Palm Dr%2C Arcadia%2C CA 91007%2C USA 1/2 3/19/2021 ATC Hazards by Location Jurisdiction. Risk A Special mph Category III- Region Iv You are ina'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 nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will 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 presented on this website Is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific 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 the standard 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.org/#/wind?lat=34.1118968&Ing=-118.043629&address=339 W Palm Dr%2C Arcadia%2C CA 91007%2C USA 2/2 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope 0 231* Roof Shape Hip Tributary Width s = 4.00 ft Tributary Length I = 2.85 ft Effective Area Ae = 6.77i ft2 Height of Structure h 25'ft Wind Speed V = - 95 mph Exposure Category . ,: C. Building Width B = 80,ft Building Length L = 85ft Zone Width a = 8 ft Elevation Height zs =_ 389 ft Wind Directionality Ka = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ka = 0.99 Velocity Pressure Exposure Coefficient KZ = 0.95 Velocity Pressure qz=O.00256KZKZtKdKeV2 = 18.30 psf Solar Array Pressure Equalization Ya = 0.80 Array Edge Factor YE = 1.50 Zone GCp p=g2(GC0)(YE)(11a) 3 2.00 -43.93 3r - - 3e - - 2 - - 2r 2.00 -43.93 2e 2.00 -43.93 2n - - 1 1.40 -30.75 1' - - Dia0ram. ',0, 4, bl. •__�,'O l ul�;ala -.r4- wee Notation a.!rr i,(kca taamti Lu..s,.l,.n el 011._11..a i,tare.,ty art Its,Cn r;fb V-i A 1::..:,.naysri cr3 r:er-9so.tr,n....a.,.x eus.L.,etz:a;.W,a..yn z<.r:,u•.,l(as w:..,c:f. .ram I cncrisrl.rhtr.N_.a1&sem,.weltsasc{ve+u•n1.•eJioaace.luo aai>'hkmy mcerar;A•t.--c+ 1 A.11vbaa9 Gsmiacrhd!ia7 arnca+dturnsle.iwaS t4 io Rlm). C 0.9 0nfG,.w$ e11.ofbafrox ; O.N.�k.i{+a+ealrulL antvWCaI,C.4arta. � .3. i -j Externs!Pressure Coefficients v i( a tC .co N e dz ' 0,-..,z w A ad I -ion 7 L at :`o dr 1 !.1.: 1� n i i. a., OA . .... ! ili9 _ - pt .; 801 i 4 +t A I t0 t0o tow +s ��=-1 ar ri I EffeMtive Wind Area,A.ffz J ;;pmsvII m i sa145 n a us.= I u iwi RGUAE 27A88Car Panel Pteseue Ewa:al:t Fesbr.z..fer Enclosed and Pat0al0 Endued Bill&1..of All H IgN0 ffsj.,anIAra,e'I i l IlsiuRrlA:4l'(etl i,vma'J..... KWH rate vuJ.Jb:t. :,li-eaor..1 uat Anus,flniy'_Y.ia1ar+.is G`.l='h i itu.vd max.,wm,iyr.:ry rm,wrt.antrei.a.vd 1.n.lx.av,nm0mwern-tarutncN. t.IiaS..a{.muS.aah.lw m+ICn+caturrmin3i....11 rm.erictua. I 5.v>tr.al itrfyl kt ma ok taurg..Wade rvrt,ae.,,,,A,0 03 tisabarl,cm-I l l.aa,ar00,. L.Irme.hma+ctc4.tbeka.cr0Mred4.1.Smw•<n.fde h00J0,ms900LuleS;any mnh0Fdm.va4fwlbe 'ye Ji.ta.tU.,141 Fe ncausrgl Ymec.Lrati.cNie ofteo,nto0y. - F81URE 30320 Corry:nenn sodC4adig In e0f(0 ItamJ}Enure,Rm..CateKYms.IG,►fa Erbbu0end PSNHF Er00303 01.00.0-119 Roof.00.057,(Aao1 era O erhsol1 F I LAG SCREW ANALYSIS Loads Wind Pressures = -43.93 psf Solar Panel Load QD = 3;psf Panel Length I = 5.708'ft Panel Width b 3.3833,ft Attachment Spacing s = _4;jft Portrait Tributary Area At = 11.42 ft2 Wind Load Pw= *At = -502 lbs Dead Load Po=QD*A = 34.25 lbs Uplift Pa=0.6 Po+0.6 Pw, = -280 lbs Landscape Tributary Area At=b*s = 6.7667 ft2 Wind Load Pw=ch*At = -297 lbs Dead Load PD=QD*At = 20.3 lbs Uplift Pa=0.6 PD+0.6 PW = -166 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*SG3r2*D3i4 = 266 lbs/in Depth of Embedment 1p = 2.50 in Total Nominal Withdrawal Value W=W*1 p = 665 lbs Load Duration Factor CD = 1.6 Withdrawal Design Value W=W*C D = 1064 lbs Demand Capacity Ratio DCR=Pa/W = 0.26 <1 OK e . ASCE 30.3.2 Design Wind Pressure Beam!Top Chord Check Roof Slope 8 = 23',* Roof Shape Hip Tributary Width s = 2.00 ft Tributary Length L = 11.75 ft Effective Area A=L(MAX[s, L/3]) _ 46,E ft2 Height of Structure h = •`25'ft Wind Speed V = 95;mph Exposure Category C ;, Building Width B = 80ft Building Length L = 85ft Zone Width a = 8 ft Elevation Height za = 389ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor KB = 0.99 Velocity Pressure Exposure Coefficient KZ = 0.95 Velocity Pressure q2=0.00256K2K,tkdKeV2 = 18.30 psf Internal Pressure Coefficient (GCp) = -0.18 Zone 3 GCp p=q2[(GCp)-(Gcpi)] 1.81 -36.43 3r - - 3e - - 2 - 2r 1.81 -36.43 2e 1.81 -36.43 2n - - 1 1.16 -24.52 Diviams '�—( ry `0 I Im`E?af0 t e•O,.a I lllzAnu+~ ,t PLAN Ns hdma -+�- asllR.of l.catornvadArtm.a.ara0t4.trtnc:aurat'.tr.2..1.1.+•Cs,r&A 4.I tealh.o.,-dai ,frmmaae1Qea1.11.a nat..:..kt..t:•.zi� .sit to reer:au'fnclile..v.tEnt^c1 .:e<<cal e ✓. Li.Us l.rincW`wa .at Wac sQe^Or�c d une Sap rn oriale n)..aam mvn.E a. ft.IL v.,,e110..w.am.fts122,rt sure)mmttl lo...Sc...cal(IV D.%traseattrlptt.it e(m). 0..,71e4d)1nees atttmsMvand.Ll d.mak Eatesoaf Pmswte Coe,raemfa ;c 15 65 -:o u id H l 0-.1 ^C 70 Y o o,n g .LI_ f it 5 ,.m a- =a1 _ �I — 'd io -P s a _ 5, L. ° L C I a x�a tb sa ac t VII, o a warn sn rte tt eiu awu KW t1 ca:oattuc,.:>7 iTsc,Ar.lM1n,e(a'( 11:rrsi Wat Aa.E'(ef1 Mi. I a:d ua14 1f:i j1 W tcc,.1%!IC a^,. . utt,....ell va art-J..t-rat t PLsa Nise.v;l..qWr fOnw-rcraet.ussf aar)Imv C:.artieia.ConnY.). 4 pal,nml mr.kA tr.1mip.1 Ge ay.irsm paia.e sMatstl.r 1.e....- I.Ih)%0.a7(/:(p)inanlrambae�.$J=1Pawrt..4ae.n.ftc.t ih wror wileact wheel. 0.1fmahroi.ca.gil+el.^,.lftt ./Arnofta cfd.ed o..Gbl at btaf:mycser r`..notw.he is a2r.6cartma.aLl7Marxlal frt.he omtlik edet.f ermc:tml. FORE 1f3Xi Cerepnreetss.dCaeda,(n 16011 lb 51E1 n)}Eeerwd Nq.u.0 mtbnb.(0C1 Iv Erca.Mub P 0.17 &zin/BdanWle Ilmtf.flao 51r Wool sat Q cl Beam/Top Chord Check Lumber. DF-L No.2 Moment Demand #of Attachment per Rafter NA=., 6✓r, Span: 1 2 3 4 Eave Orientation j (ft) p°,i(Ibs)p„,j(Ibs;p„j(Ibs) Lenght(ft): 3.75. 7.00 0.00 0.00 1.00 1 2.1„ 20.3 -247 Landscape 2 4.2 20.3 -247 3 5.5 20.3 -247 Landscape Dead Load Roof Material: -Tile ' QD= 17.00-;.psi 4 7.6 20.3 -247 Live Load Qu= 20 ':.1 psf Landsca e 5 8.9 20.3 -247 Wind Load p= -36.43'psf P 6 11.0 20.3 -247 Snow Load Qs=! 0.00 i psf (i Rafter Spacing s 24,: -m AT(ft°) Pd Obs) P.Obs) p.abs) Wind Load,Portrait Portrait UL= 11.417 34.25 -416 0 Wind Load,Landscape Landscape Uw=.6.7667 20.3 -247- `. 0 r. Linear Dead Load wd=j ,34 ptf Live Load wLr= •40.-'plf Start; 0 ft Start; 11.65 ft End.' 1.5 ft End:„,11.75 ft Snow Load ws= '0 :Of Start -0 ,ft Start' 11.65 'ft 300.0 ; End', 1.5 _ ft End 11.75 ft 200.0 1- i 100.0 -- -.. ___.. _-.._.. ..._. ...- ... M„Moment D 203lb-ft 0.0 =- - Lido .-� 4.00 6.6,00 8.000 10,000 12.000 14.000 • D+Lr 206 lb-ft -100.0 ._;- _._..-; _._.-.. • D+S 203 lb-ft 0.6D+0.6W 259 lb-ft -300.0 l C_.... D+0.45W+0.75Lr 94 lb-ft .._. D+0.45W+0.755 94 lb-ft M(x)=Rj(x-Li)-P x-1.l�- wd 1� Moment Capacity Framing Member Size 2x4, Lumber Grade: DF-L No.2 CM=1 Ct=1 Cr= 1.15 CF 1.5i fb= 900 psi Cr.=1,1.0 i C1=1 Breadth b=r"1.50,in • Depth d=[,3.50 in Section Modulus S„ =bd2/6= 3.06 in3 Bending Stress Capacity Fb= CM•Cr•Cr•CF•fb= 1553 psi Table 4.3.1 NDS 2015 Co Fb'=Co•FL ASD Load Ma•S5 DCR 0.9 1397 psi D 794 psi 0.57 OKAY 1.25 1941 psi D+Lr 806 psi 0.42 OKAY 1.15 1785 psi D+S 794 psi 0.44 OKAY 1.6 2484 psi 0.6D+0.6W 1014 psi 0.41 OKAY 1.6 2484 psi 3+0.45W+0.75Li 368 psi 0.15 OKAY 1.6 2484 psi D+0.45W+0.755 368 psi 0.15 OKAY Deflection Limit E= 1600 ksi I= 5.36 In° Transient Deflection 0.209 in • Transient Deflection Allowed 401 > 180, [OKAY] Total Deflection 0.207 in Total Deflection Allowed 405 > 120 [OKAY] , I 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 = 10;p i Roof Shape MonoSlope Tributary Width s = 6.00 ft Tributary Length I = 3.33 ft Effective Area Ae =i 19.981� Height of Structure h = 25;ft Wind Speed _ V _ = 95:'mph _ Exposure Category[ C ' Building Width B = 80,ft Building Length L = - 85ft Zone Width a = 8 ft Elevation Height zy = 389,ft Wind Directionality Ka = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 0.99 Velocity Pressure Exposure Coefficient Kz = 0.95 Velocity Pressure qz=0.00256KZKKKdKeV2 = 18.30 psf Solar Array Pressure Equalization Ya = 0.76 Array Edge Factor YE = 1.50 Zone GCp P=gz(GCp)(YE)(Ya) 3 2.80 -58.10 3r - - 3e - - 2 1.56 -32.27 2r - - 2e - - • 2n - - • 1 1.28 -26.51 1' - - Diagrams 4 , —.--i of 6 1Yam: �--I 111\-i0' J .i, f 0 1 C) 11 A[ :Noutitti' .1 .IV:et km Asvratt J:amas.a a id nEit ah 7zt.fur.tz..chnrafxrS:.dkau 4ti,.eu1 .,dim cr i ft i0.900. t1.0•tl:m tnl L .MAP 1. CO y d.ae,L•.{Itee,d n.Jfn.n9nMrz:l.v,YGrra R 09 1. Eate{Iral Presser COefficim1s c I nly T 07 L.__. .... ..._.i._._ _.__.._..._._. _ ___ _j at V W xJ I o _ ,__ i s;;^^— J sl 1 ; { Eu w g $ 1 03 di f 10 1M tOJ0 0 m f Effective Wind Area,A.tt2 natty „... .di ' .II 11.T. 57 IW e..3 SCtSI FIGURE 20A-8 901ar Panel Pressure Eaaa0raeat Fader.h.for Etcbaed and faintly Endeaed Budding 01 AS Robles P7 tt 0 R91fj(10,'117.1i tleNre GM Atmett1-i Nofea• I.l'a ral s-Ye.Enez.t(FNL,rs nor*al 0.. li.i,a s- va`c dentn;t'sii.r.ia.,-a.(:iue',a&J. .1.nus.l u1o,.,i.c..,atit)maw. 4..rj aslt,11 nuw az.:efs'n.rnfnv`z11. J.1:hcmg+xn,aatb eJl,max.wrvvs esllofln.s Guznwez. .COMEsel6e confon nt.amCWa,q ins 60 n In5,a0rJ}E....Pe..v.cc.ee:aaalCC AbrExlw00rd►lm..7 Eaia.q Iblan13-00Modf00em15.Ir.a SXO • LAG SCREW ANALYSIS Loads Wind Pressures qZ = -3.2.27 psf Solar Panel Load Qo = 3!psf Panel Length I =, 6.660it Panel Width b 3.294,ft Attachment Spacing s = 6,ft Portrait Tributary Area At = 19.98 ft2 Wind Load Pw=qZ*Ai = -645 lbs Dead Load Po=CID*At = 59.941 lbs Uplift Pa=0.6 Pp+0.6 Pw = -351 lbs Landscape Tributary Area At=b*s = 9.8819 ft2 Wind Load PW=qz*At = -319 lbs Dead Load Po=Qo*At = 29.646 lbs Uplift Pa=0.6 Pp+0.6 Pw = -174 Ibs Lag Screw 5/16"x 5" Specific Gravity of Lumber SG = 0.50(Douglas Fir-Larch) Diameter of Lag Screw D = __. 5/1'6in Withdraw Design fin 1800*SG3h*D314 = 266 lbs/in Depth of Embedment l = 2.50rin Total Nominal Withdrawal Value W=W*I a = 665 lbs Load Duration Factor Co = 1.6 Withdrawal Design Value W=W*Co = 1064 lbs Demand Capacity Ratio DCR=Pa/VIP = 0.33 <1 OK • • ASCE 30.3.2 Design Wind Pressure Beam/Top Chord Check Roof Slope 0 = 10'° • Roof Shape MonoSlope Tributary Width s = 2.00 ft Tributary Length L = 16.00 ft Effective Area A=L(MAX[s, L/3]) = 85 ft2 Height of Structure h = 25ft Wind Speed V = 95 mph Exposure Category C • • Building Width = 80 ft Building Length L = 85ft Zone Width a = 8 ft Elevation Height z9 = 389}ft Wind Directionality Kd = 0.85 Topography Factor Kr = 1.00 Ground Elevation Factor K0 = 0.99 Velocity Pressure Exposure Coefficient KZ = 0.95 Velocity Pressure q2=0.00256KZKKKdKeV2 = 18.30 psf Internal Pressure Coefficient (GCp) = -0.18 Zone GCp p=qz[(GCp)-(Gcpi)] 3 2.15 -42.59 3r -3e -2 1.27 -26.45 2r -2e -2n -1 1.13 -24.03 -mom1' - - Diagrams r - NI .. S a T' f I Q 1 wvnrcn IJriorr �r. a..Lacs kvr hvir w.Z Jhmem m n Ir JA..alaa.-rrr i.$make.he--d ku tam inlet ah o(kN fmr:nJ a.Mt.nai heiita.in 06.4 .S Ocil 4 uarm4 0..\e(S:nt diluris<av too!Inm4yl:.af+L bAYru Evans!Asmara Cot-Diciest, CO to 40 of 01 ' , al • lJ at 4 1{ 0 1 J uWw : 1 +a a ,)0 :mlca 09 0411 N;0040,eRSB 'CRec ire Rladtm,11ie/) Worn 1.Vat:al%Les J;xta.ta:tirbxvcJ Brava. lbearn0 Wt.{dr vm r^e.me 0,1 1. ).Pin rnl manti(nr r ipify pmraet ati•wmaMrla.,G..t ta:am,minladY. 4 l!a0m:y.mcm J.ilix t»:nnlrn nutiru m{.e8nc a.]raiYia:(rcmt�. fIGCBE3034a0.3oiwtbfl C0GS!13 OS.00(0S I$4 m!k Maosl p llfloollkilrtk(OC).brEKlmld MOYImaE Laud 0dldvp-Lmoc tp R.1.10'c$SW Beam/Top Chord Check Lumber. DF-L No.2 Moment Demand #of Attachment per Rafter NA=;. 3 Span: 1 2 3 4 Eave Orientation j k(ft) pa,j(Ibs)p,„j(Ibs)p„r(Ibs) r. Lenght(ft): 8.00 8.00 .0.00 0.00 0.00 1 ,3.9, 59.9 -529 Portrait 2 .8.8' 59.9 -529 3 12.5 59.9 -529 Portrait Dead Load Roof Material: Comp.; OD= 10.00 psf Live Load QU 20<,psf Wind Load p= -26.45 psf Snow Load Os=; 0.00',.psf Rafter Spacing s= 24 in • AT(fta) Pa(bs) P.Obs) P.(ibs) Wind Load,Portrait Portrait UL= 19.98 59.941 -529 0 Wind Load,Landscape Landscape U,N= 9.8819 29.646 -261 0 Linear Dead Load wit= 20 plf Live Load wLr= 40 ,plf Start 0.. ft Start1,13.37:;ft End 3 ft End' 16.00.ft Snow Load ws= :.0 plf Start, 0 ,ft Start 13.37 tft con:o , - - --- -- End; 3 ft End, 16.00. ft 40D.0 200.0 M„Moment 267 lb-ft 0.0 { - - -- - • - - D+Lr 3051b-ft 0.00o s.000 i0.n00 is.boo 20.000 D+S 267Ib-ft -roo:o .-. _....,.. ._ ;__..... ........___ 0.6D+0.6W 407 lb-ft - D+0.45W+0.75Lr 1841b-ft D+0.45W+0.75S 184 lb-ft M(x)=Rr(x-Lr)-P x-! x'dx2 l( �-y Moment Capacity Framing Member Size; 2x4' Lumber Grade: DF-L No.2 CM= 1 Cr=1 Cr= 1.15 CF=s 1.5 ; fb= 900 psi Cn,= 1.0 Ci=1 Breadth b= 1.501 in Depth d=1,3.50;in Section Modulus Sx =bd2/6= 3.06 in3 Bending Stress Capacity Fb= CM`Cr'Cr•CF`fb= 1553 psi Table 4.3.1 NDS 2015 CD Fb'=CD•Ft ASD Load Ma`S,r DCR 0.9 1397 psi D 1047 psi 0.75 OKAY 1.25 1941 psi D+Lr 1193 psi 0.61 OKAY 1.15 1785 psi D+S 1047 psi 0.59 OKAY 1.6 2484 psi 0.60+0.6W 1594 psi 0.64 OKAY 1.6 2484 psi 3+0.45W+0.75Li 722 psi 0.29 OKAY 1.6 2484 psi D+0.45W+0.755 722 psi 0.29 OKAY Deflection Limit E= 1600 ksl I= 5.36 in° Transient Deflection 0.293 In Transient Deflection Allowed 328 > 180 [OKAY] Total Deflection 0.318 in Total Deflection Allowed 302 > 120 I [OKAY] EISMIC WEIGHT COMPARISON/ANALYSIS-(PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model Hanw _.: .ha/VSUN Panel Weight Wpanei = :55.88.!lbs Number of Panels Npv = 63' Total PV System Weight WPV=Wpanei*NPV = 3520 lbs Existing Roof Weight Roof Weight Qp 10.0 psf Building Length Lbuiw =, ,85,:,ft Building Width Wbuild = 80_,,1,ft • • Roof Area Abuild = 6800 ft2 Building Perimeter Pbuiid = 330 ft Wall Height ht = 8 ft Wall weight Qwan = 15 psf Interior wall weight Qi„t = 10 psf Roof Load Wfloor=Abuild*QD = 68000 lbs Wall Load JVWan=ht/2*Qwan*Pbuiid+Abuild*Qint/:= 53800 lbs Total Story Weight Wbuild=Wfloor+Wwan = 1E+05 lbs Percentage Weight Increase WPV I Wbuild = 2.89/ 1 O%-OKAY. S,Ara0 E ALA1 ,' AND Cr ,' 0 M0N0 EDE ALARM L®CATL NS Gucst Room ®.,. U StorageFamily Room — - - - FIRST IP= SMOKE.AL M I CARBON MONOXIDE ALARM[ '' ., -. LIM-str-- - - - -- - --- Batt). Master Bedroom During Room l3atl 1 11 1ZCIOL k 6 ' Closet . P Closet _______...-- Family Room Bedroom Bedroom r.„,,1 SECOND FLOOR PLAN SMOKE ALAR ;; I CARBON M4N 3XIDE ALARM /A c4 117 PERMIT/PLAN REVIEW APPLICATION iE Development Services Department,240 West Huntington Drive,Post Office Box 60021 o 0 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, my license is in full force and effect. p El have and will maintain a certificate of consent to self-insure for workers' License Class r L ( License No. `� xp. Date 1 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] 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 orkers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier z6.'" ` "'� FA _ en demolish,or repair any structure,prior to its issuance,also required the applicant policy Number / I J 14. ^Dom) for such permit to file a signed statement that he or she is licensed pursuant to the 's 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 ❑ 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 / ianesale(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 1 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: 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. lame (c-'. S Title ` '1-4u( rs 1�)i-f' �/ .•t f'i,_ 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 Arca is to enter upon tC/ e-mentioned property for inspection purposes. Si tune ate 7, /// / _/ I