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HomeMy WebLinkAboutSOLR-20-1011 >•, City of Arcadia, CA Permit NO. SOLR-20-1011 Development Services Department Permit Type:Solar • 240 West Huntington Drive,Post Office Box 60021 Work Classification:Solar-Residential Over 10 KV Arcadia,CA 91066-6021 (626)574-5416 Permit Status:Issued ARCADIA Issue Date:08/19/2020 I Expiration: 08/19/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 216 W WOODRUFF AVE Arcadia,CA 91007-8547 5787020009 Contacts ( 1 PP NAUTILUS LLC Owner PACIFIC STONEGATE INC dba :SOLAR Contractor 5917 OAK AVE VAST 8727 LANYARD CT,RANCHO CUCAMONGA,CA 91730 (909)377-5477 965340 VG01111rorr Description:ROOF MOUNTED SOLAR SYSTEM 42 MODULES 2 Valuation: $ 0.00 Tenant SOLAR COMBINER BOARDS,2 DISCONNECT SWITH Total Sq Feet: 0.00 Plan Check if Plan if Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $341.20 Distribution Panel $32.96 Cash/Receipt if REC-05257-20 $341.20 Electrical Permit Issuance Fee $47.01 Amount Due: $0.00 Fire Plan Check Fee Residential $50.00 Inverters $77.78 l Panels 582.45 Solid Waste Management Fee 2 $1.00 Total: $341.20 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. August 19, 2020 Issued By: Date August 19,2020 Page 1 of 1 •F AR 1• _F01%4 , 4 PERMIT/PLAN REVIEW APPLICATION .4 II • o 44,1,' 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 full force and effect. 3,/Z/ to( ® I have and will maintain a certificate of consent to self-insure for workers' License Class LC-'1°Lice e No. L� %Exp. Date bI` compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractorp / � performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION is 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.l wor-kYrs'cgmpensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier J8fTIivle J115(ir(ni tGC demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number Slln)Cg PCP 31.1V for such permit to file a signed statement that he or she is licensed pursuant to the 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 Date Ii haSignature I`r�l. �Jl�/ 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. ❑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 t disturbing the asbestos. Please contact AQMD at(909) 396-2000 for further information. �l / ame C./.1Y 14„U fG- PRINT NAME T le ( 4 U l�/1��-6 //yifOY1 W ff CC 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 . City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of rcadia to enter upon t • • I eve-men•o ned proper•t for inspection purposes. t ignature — IIP )' Date V" P LABORATORIES CERTIFICATION TESTING INSPECTION CLIENT: Solar Vast 8727 Lanyard Ct Rancho cucamonga CA 91730 INSPECTION LOCATION: Residential House 216 W Woodruff Ave Arcadia, CA 91006 Evaluation Report No: RJ7762 Date: 2020-09-02 SUBJECT: Field Evaluation of Line Side Tap for solar installation at a residential house. INSPECTION DATE: September 02, 2020 AHJ Responsible: Arcadia, CA AUTHORIZATION: Authorized by signed quote no. 20DM073001, Dated July 30, 2020 STANDARDS REFERENCED: UL 508A: Standard for Industrial Control Panels Edition 2 Issued 2013-12-20 UL 891: Switchboards Edition 11 Issued 2005-07-06 NFPA 70-2017, National Electrical Code Article 690 California Electrical Code— 2019 CONCLUSIONS: The installation was found to be in compliance with the referenced codes and standards. Prepared By Signed for and on behalf of `` QAI Laboratories, Inc. Name: Luis Padilla Name: Justin Lewis Title: Electrical Safety Test Engineer Title: Electrical Safety Test Engineer Page 1 of 15 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED.THE REPORT MAY ONLY BE REPRODUCED IN FULL.PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM OAI.ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPLE(S)EVALUATED. Effective Date:Nov 19,2009 QSF 10.3-1 —Evaluation Report-Field Evaluation of Electrical Products Page 1 of 15 Revision Date:Aug.30,2016 Revision 7 l '1 314i a 2 D e 11 1 o H y a *Al nlaadoad 1 1 i 8 7 ; i 0 Ir 17 IOOd (3) ! 000 17 I I I , 1 o Omfn fn „DXZ I I �0-1-I-4 1 I 1D00 , 5WZz I 't , m ii i Oi�O a /' I m 0 0 m l3NVd 3 Q N34 oM1o3�NMI l3 l/ A 1 D 0 1oamom NI OY NV108 IN ; m n O M31N3OOMOl MVlOiIN 4 y CO m Z IIOIINON mos(N - �, �;�'I C(n I 2R0•—ter( 1 F 0 0 i iii Z m m m '`' 4 1 1 I 1.,L. Q O , I i 1N3A - 1 1 1 i 1 ti 1 — \ PU i 1N3n i- l' !Mill:. , 1N3A- 1N3A I i 1 :• u+3n D m gi — 109,— D a - 11 m 3D ; m r r {fin C I ,s'` LJ ''�� i W O IP' 1111111 ❑ i O leellic' ,-----.. ,, Z 1 i N I n CI I I ZM m i ; _ V m 31110HaO1Sa I 1 Zll I K± f A11WVd 3 'JNIS(3) L__1 1 cn I • • O ; i mng m !"PO 0 .•x3111 I Vnm y om 1 1V14 I3NO3 pmpOppO1 m 0 DZl i 4--"! � nDnm55 I1 DmCTmiDy ymn I' 1y 244ZTrZ O m I / 1 a 2,rN- my; Z i AVM3Ala0 if 1 pgQ2ooyiyx. 26a 1 1 1 Z=x Zri50, ; D 1 1 5 rn $ ti I _ ,-ig Ek mm M L.L_• Z 3M1A1N3dolW - L ----- ----3N11A1N3dONd _7.! J 3f1N3AV 4df1M000M'M N 1 11 1;, i v W t 8p :-... ...,...,0,40‘/Csss y S nvD S°$ zs I1 3 0-0 z2 E I y 'O=•< nS g D T <- oo 47 7. d Z 1,1 \J o .1, 7 fv ; yip a0ti In K 8 A 'i 7/1/2020 rOtitat oursolar y lans.con,moat P ► 100. ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 216 W.WOODRUFF AVE. ARCADIA,CA 91007 = Job: GU,JESSICA V Q W Q I_ 2 J Prepared For: 0 QZ roSOLAR VAST O 8727 LANYARD CT. Q z z RANCHO CUCAMONGA,CA 91730 LiJ 0 Q LL (800) 861-Sols Y T ! 0 Q W 0 �Z� 11. ca CC oI ' I ` w U , Design Criteria rc,' ... \ i ` 1 _ 1- Code: CALIFORNIA BLDG CODE 2019/ASCE 7-16 '��?, -. 1 l I Q 2-Wind:95 MPH,Exposure:C bJ6soy---`}"-� -- - N 3 -Wood Species:DF-L No.2(SG= 0.5 ) 1 \ y2o\ " ,✓� � . s>,.. it,,1";it)\ \ Notice:Use restrictions of these calculations. `\--/q:; I 1 ! \ I The attached Calculations are valid only when bearing original signature hereon. �..1 \‘3:4-! 1 t Contractor/Client to verify existing dimensions/conditions prior to construction `4„ ..._---1----r••i - -- - ` &solar racking is installed per manufacturer span requirements. 1 \ ` The use of these calculations is solely intended for the above mentioned project. t I (..;()FESS/O,y .;,1 ,�: 'TR�2yc � _ I Ci j I 1 No. C70784 -- i / ' I i 'I i * Exp.06/30/2021 ��`5l y I , _. A. , ' .,-. t l ?, it ��. I� Iq hil ,.T1 1',f JJ;,.$ l. 1 9TF OF CAl\F'i' !` I t ,5.(rii1t4. -- 1-844-PV ELITE I info@yoursolarplans.com 3000 E.Birch Street Suite 2011 Brea CA 92821 A 1\II i 6/30/2020 ATC Hazards by Location OTC Hazards by Location Search Information °App/ ° Address: 216 W Woodruff Ave,Arcadia, CA 91007, USA 365 ft S Hesperia Coordinates: 34.1087168,-118.0390781 Nati rorest 6-0731 Elevation: 365 ft Los Angeles San Bernardinoo Timestamp: 2020-06-30T23:39:09.365Z o Riveo ide Nal IR Anaheim Hazard Type: Wind o Long Beacho Irvine C70 gl@ Map data©2R4pbft aroap mor 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 Category II 95 mph Jurisdiction. Risk Category III 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.org/#/wind?lat=34.1087168&Ing=-118.0390781&address=216 W Woodruff Ave%2C Arcadia%2C CA 91007%2C USA 1/2 6/30/2020 ATC Hazards by Location Jurisdiction. Risk A Special mph Category III- 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 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=34.1087168&Ing=-118.0390781&address=216 W Woodruff Ave%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 u = 13 " Roof Shape Hip Tributary Width s = 4.00 ft Tributary Length I = 2.55 ft Effective Area Ae = 6.87 ft2 Height of Structure h = 25 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 40 ft Building Length L = 60 ft Zone Width a = 4 ft Elevation Height z9 = 365 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 0.99 Velocity Pressure Exposure Coefficient KZ = 0.95 Velocity Pressure qZ=0.00256KZKeKdKeV2 = 18.32 psf Solar Array Pressure Equalization Ya = 0.80 Array Edge Factor YE = 1.50 Zone GCp p=q,(GC0)(yE)(ya) 3 2.60 -57.16 3r - - 3e - - 2 - - 2r 2.40 -52.76 2e 2.60 -57.16 2n - - 1 1.80 -39.57 1' - - Pynme 0 ----;";-----1--' a Woo mal Yea real.el.lrnowlet.Y.lne•Rolm M en has erelMNo•Ilse leen lain saver.ae 1RIMY■rasasa�Milk l.ayrearw..Y beanie.Imo l..raaEl l R. •.spp llelbe..ereawed Is dew.Yalp&Ir<AA an ma.aro w�gle&Mom . I.Yea arlyl..l M.geplrRasa has&r10.01tra:.. I.ll••�ll maim et llYre ar.r.eaul se.wed eel e...o n... alrnabarL r darn, g ro e.Reek al Om E rem rid Prewue CeAIA.Y Z 01 e y E .- w AI = lJ• ------ YIdJ _. .. ' W¢ i u ii ee� s a.}-. to — i w --.aj 0 '0 '00 Irl �i 111.1:2 _— w EJeective Wind Area.A,IV a lea.bir.0ea1 a l....Nll.e'.', /WOO RGURE 19.11 Solar Anel Pressure Equalization Paean,•.,to.Enclosed and Perna.,Enclosed Building*of Al Heights I Vow,ale lam Ga'auet..Y eras 1 Ile0arl wrean.n~am.Ial 011e tr. 1 Re M mom sq.�1 EeAw RS%I M repay M1.IY oxen nnisun7 I/d mopes*ea beanie.b sla w pee.a a swan ere�es e.*sap due...lame balsa lemon of Rete l.,.Yti Bore on owe...Owra As u< Mgr Jorge..*Yee smmeaaaa ea nab. oder et the...we .Iraelew.A rfQl Mss Oe...Rem.e..M..r.aanJ I,e n.<Ye<O. 1 i b/es.a r les.ha*Amnon.a lor Rec.i sh.,5 n......o,he hem..Isle leo...e..i,,,, caw azeraq/Rae a eAmnon.aala/pew.IW:rn..eWu.hehem..I✓eleo...w...,rcwAerl/Y .C...1 aiacalpa.....creq Nse*M i w.0 seer.....ono.. ,. , .,-T...., I- , Swaim el.•afalpe M.r.a S 11 PM LAG SCREW ANALYSIS Loads Wind Pressures q: = -57.16 psf Solar Panel Load Qo = 3 psf Panel Length I = 5.108 ft Panel Width b 3.4333 ft Attachment Spacing s = 4 ft Portrait Tributary Area A, = 10.22 ft2 Wind Load Pw=qz*A, = -584 lbs Dead Load PD=OD*At = 30.65 lbs Uplift Pa=0.6 PD+0.6 Pw = -332 lbs Landscape Tributary Area A,=b*s = 6.8667 ft2 Wind Load Pw=q= A, = -392 lbs Dead Load PD=QD*At = 20.6 lbs Uplift Pa=0.6 PD+0.6 Pw = -223 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*D214 = 266 lbs/in Depth of Embedment 1, = 2.50 in Total Nominal Withdrawal Value W=W`1p = 665 lbs Load Duration Factor CD = 1.6 Withdrawal Design Value W=W"CD = 1064 lbs Demand Capacity Ratio DCR=Pa/W= 0.31 <1 OK ASCE 30.3.2 Design Wind Pressure Beam/Top Chord Check Roof Slope 13 ° Roof Shape Hip Tributary Width s = 1.33 ft Tributary Length L = 21.50 ft Effective Area A= L(MAX[s, L/3]) = 100 ft2 Height of Structure h = 25 ft Wind Speed V = 95 mph Exposure Category C Building Width B = 40 ft Building Length L = 60 ft Zone Width a = 4 ft Elevation Height z9 = 365 ft Wind Directionality Kd = 0.85 Topography Factor K, = 1.00 Ground Elevation Factor Ke = 0.99 Velocity Pressure Exposure Coefficient KZ = 0.95 Velocity Pressure qZ=0.00256KZKnKdKeV2 = 18.32 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p=qZ[(GCp)-(Gcpi)] 3 2.03 -40.52 3r - 3e - 2 - 2r 1.30 -27.11 2e 2.03 -40.52 2n - 1 1.00 -21.62 1' r i,. ma Ner••ea I.d•r n•ernasar•AdM erdeee•ends.r r b ram<w,i .4 kr.ae...0 wren.adl•ea f,wa•eear.dr•ara•eYMr+rrerrar d,da• wales Isom!drarskuomd •.m.ft•�rd•ae Y•rIW11AwW.Ysr ••&d••w/.Yr.all Caeaw w•we Y.YY S S1af•W ..Nn•al Imola of Wig r•1 rhe read dwn•a el Mt •-Ave d adr d r rre l40.r••a✓dere Fdwnd Rerun G•Nleia Y NtdR.:-9 u yyy7 Y Y• 4 ✓need.�e...ONh~ •Meww+u0.'1 Melee yews ea ree:re to se me me re. :Hommel l eredean~et wed ma•..k•r.rd a . ems Nee,peewee sae we au.r<ara.ete*, e lea...me Y w*epee b ma.••weer grfnr.r.s ween✓,rue eeOmer•ew•H rare••••Mane Y ee ra e•ee•sae.awpee ...ace.a ea ae aM.ses mode•eearAndre •Yar•an d lGQl hos pee weals.Ma erns,•wend b0.1<bee•l ••b/.w.w de kw W.si drew.•.a/.40..r U.*mei r*weed./el.eel a.rl nae rv.e.Mian tear:e neem&a(a Ceawee r crena f•:••a.•:.0 ag eswa•err•teeter i0C.1.......ere re,.ere •..w1,we.,-•0,amh r.•<a 0.401, Beam!Top Chord Check Lumber. DF-L No.2 Moment Demand #of Attachment per Rafter N,,= 6 Span: 1 2 3 4 Eave Orientation j I,(ft) p,,,Obs;p-.,(lbs)p,.Os) Lenght(ft): 20.00 0.00 0.00 0.00 1.50 1 3.7 20.6 -278 Landscape 2 5.8 20.6 -278 3 7.1 30.7 -414 Portrait Dead Load Roof Material: Tile Q0= 17.00 psi 4 10.9 30.7 -414 Live Load Q„= 20 psi 5 12.2 30.7 -414 Portrait Wind Load p= -40.52 psi 6 16.0 30.7 -414 Snow Load Qs= 0.00 psi Rafter Spacing s= 16 in A-(ft2) Pd(lbs) p.,Obs) p,Obs) Wind Load.Portrait Portrait Ur= 10.217. 30.65 -414 0 WSnd Load.Landscape Landscape LIN= 6.8667 20.6 -278 0 Linear Dead Load wd= 22.7 plf Live Load wLr= 26.7 pH Start 0 ft Start 16.65 ft End 3 ft End 21.50 ft Snow Load ws= 0 pH Start 0 ft Start 16.65 ft 4000.0 End 3 ft End 21.50 ft 3000.0 M„Moment 2000.0 1650 lb-ft 1000.0 D+Lr 1739 lb-ft D+S 1650 lb-ft 0.0 0.6D+0.6W 3360 lb-ft 0.000 5.000 10.000 15.000 20.000 25.0G',: 1000.0 D+0.45W+0.75Lr 1614 lb-ft D+0.45W+0.75S 1614lb-ftN'dxI M(x)=Rr(x-Lr)-Pl(x-10- Moment Capacity Framing Member Size 2x12 Lumber Grade:DF-L No.2 CM=1 Ct= 1 Cr 1.15 CF= 1 ft,= 900 psi Cb,- 1.0 C,=1 Breadth b= 1.50 in Depth d=11.25 in Section Modulus S, =bd2/6= 31.6 in3 Bending Stress Capacity F,= Cu'C,'C,'CF'lb= 1035 psi Table 4.3.1 NDS 2015 Co Fo=Co'Ft ASD Load M,'S. DCR 0.9 932 psi D 626 psi 0.67 OKAY 1.25 1294 psi D+Lr 660 psi 0.51 OKAY 1.15 1190 psi D+S 626 psi 0.53 OKAY 1.6 1656 psi 0.6D+0.6W 1274 psi 0.77 OKAY 1.6 1656 psi b+0.45W+0.75Li 612 psi 0.37 OKAY 1.6 1656 psi D+0.45W+0.755 612 psi 0.37 OKAY Deflection Limit E= 1600 ksi I= 177.98 in' Transient Deflection 0.747 in Transient Deflection Allowed 321 > 180 [OKAY] Total Deflection 0.818 in Total Deflection Allowed 293 > 120 [OKAY] EISMIC WEIGHT COMPARISON/ANALYSIS -(PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model SPR 327W Panel Weight Wpanei = 42.9 lbs Number of Panels Npv = 42 Total PV System Weight WpV=Wpanei* NPV = 1802 lbs Existing Roof Weight Roof Weight Qp = 17.0 psf Building Length Lbuiid = 60 ft Building Width Wbudd = 40 ft Roof Area Abuild = 2400 ft2 Building Perimeter Pbuild = 200 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Q;nt = 10 psf Roof Load Wfloor=Abuild'Qo = 40800 lbs Wall Load Nwall = ht/2 *Qwaii * Pbuild +Abuild*Qmt = 24000 lbs Total Story Weight Wbuld=Moor+Wwau = 64800 lbs Percentage Weight Increase WpV/Wbulld = 2.78% <10%OKAY