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I FO RT E W E R MEMBER REPORT <br />Boot, roof: Joist with solar panels <br />1 plece(s) 2 x 6 DF No.2 ® 24° OC <br />Sloped length 16 1 11r <br />0 _ 0 <br />1 <br />12 yyy �3 <br />299 <br />) <br />1' 6' 11' 3' �. <br />AN locations are measured from an outside face of IBR wpport for left cantilever end. A0 dMmsbns are horizontal <br />Design Relsoults <br />AtIW ®ludbn <br />Allowed <br />Result: <br />lof <br />toed: Carebutlan(Pautoo <br />Member Reaction fibs) <br />728Q 12'6' <br />338Z(3.50') <br />Passed (22%) <br />1.0 D+1.05(MI Spans) <br />Shear fibs) <br />359 Q II' 1015116 <br />1139 <br />Pa55e4 (32%) <br />1.15 <br />1.0 D+ 1.0 S (Mj Spans) <br />Moment (FFles) <br />-760Q 12.6' <br />915 <br />Passed DR%) <br />1.15 <br />1.00+1.05(Adj Spans) <br />l load pan. (co) <br />0.23/ Q 641/B' <br />0.561 <br />PaSstd 14563) <br />1.0 D+ 1.05 pA Spans) <br />Total load Bell. fin) <br />0.363Q 6.5' <br />0.756 <br />1 Passed(4375) <br />1.O0+1.05(ARSpam) <br />•NflMionr At 10V2401 and TI 0.1160). <br />•O o, de4c\bn rdt.& U. I2VI10)erd Tl DVUR. <br />•µDeed mort:M does not MMt IN aj t.. la the team sttbft,)odor. <br />• A 15% FVNX T Ue merneil(pRay Ns XM W 0.,.,A no, XPRR'rye nHnNruSa2e. <br />•202MUORAS9 tWateda115'5114'.SUa"ad3erfeW&ntmzitor WirM <br />•A,&a ukW6mi ere MW en Ws <br />Supports <br />eYdnpt.,Ah <br />Im110=9rPttblb) <br />Anmfwlb <br />Ted <br />I AWM <br />Req•hn! <br />DYd <br />RCOflha STwv <br />fe[10rN <br />I-P.t,[ Phle-0F <br />3.50- <br />350- <br />1.50' <br />I61 <br />1 <br />11 318 <br />139 <br />Moro <br />2. BwNM PbI<. Df <br />3.50' <br />3.50- <br />l.w' <br />2E6 <br />211 163 <br />728 <br />World, <br />3 Bewkd PYte-DF <br />350- <br />3.50' <br />1.50- <br />65 <br />01 131 <br />1 202 <br />BloeWg <br />• Bbdig Palls are assXlN l0 to .bade noun ouM a Don and Ow Mbou R al>Red to 3N member 6ui9 dsYf <br />Pdtl <br />floor INn <br />Srow <br />Vertical Loads <br />locatIonaast <br />St <br />(0s0) <br />(non. L93) <br />(I,") <br />CeDCnrAe <br />i—Ilaaoo.091 <br />0to 15'6. <br />24' <br />9.2 <br />DI <br />2. mi.(Wf <br />0 <br />24' <br />200 <br />1I.3 <br />a+SL GbR <br />Pane& <br />I -POM Do) <br />r <br />WA <br />23 <br />1" <br />saa3raMR <br />1-PaM it) <br />1'1 Evie <br />WA <br />21 <br />ISD <br />Xwandw <br />5-IOYA (b) <br />T31UIP <br />NIA <br />23 <br />1% <br />edaradw <br />fi UNam IRSPI <br />Y5 V2'to IV <br />2C <br />200 <br />17.3 <br />Ot+9-asumt <br />pa <br />t4entber <br />Rmf Iatl eN mYr PMNS <br />IonN'IFa SORwae opv <br />)06 Nola <br />Ta35R Smoh, <br />Roollodl dare trd aRa sObrNml3 are adlM <br />"Ands E*.tng <br />19251707-W <br />WrywortlMa gle"' m <br />PASSED <br />Render ler9m: IV A 718 <br />S,A.:: Rwl <br />NeMRTW:)aa1 <br />Oa35+2 Use: ResN Wl <br />W"Cade: IBC 2010 <br />Otto, H Ood0"! A50 <br />Hen Mdl: 29w12 <br />8/2912022 5:51:57 PM UTC <br />ForteWEB v3.4, Engine: V8.2.2.122, Data: V8.1.2.2 <br />xt5vhrrRr File Name: Arlon Owensby-Array 2 ImportedDesignAll <br />Page 112 <br />Page 9 letter of approval <br />