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� °s`� <br /> Roof Baam [84 UBC 191 NDSI]Vx. 3.06 <br /> By:BUILDINfi DEPANTMENT,CITY OF EVENETT on:67-04-7998 <br /> Locedon: <br /> ���� �e 70.0 FT <br /> �°�� �u— 0 FT <br /> Muimum Unbroced Span: pp� 0.00 : 12 <br /> Pkch Of Roof: �� Z� <br /> Liva Loed Deflect.C�itarla: U 780 <br /> Tohl Load Deflsct. Cdterie: <br /> B��m Lwdinp: RCLL� 0 PSF <br /> ��: RDL111� 10 PSF <br /> SM�Om: Root Dsed Load: q����a 19.0 FT <br /> Roof MkaTribuUry Wfdth: HDL(21a 0 PSP <br /> S{ds Two:Noof Dsad Load: p��Zti a .0 FT <br /> Roof RNtx TribuLry Width: RDF•= 7.16 <br /> Roof Duratbn F�cta: <br /> Slops A�qu�ted L�nptlu and Loads: �d�= 10.0 FT <br /> ��°d����: BLL= 0 PLF <br /> Bnm Live Loed WI SbPe���� ggyy� 8 PLF <br /> �m�W�pM: TDLe 188 PLF <br /> B��m ToUI Mad Losd: TM�e 786 PLF <br /> Total Meximum Losd: �nm 198 PLF <br /> Contropinp Total Dedgn Load: <br /> prop�rtl��For:�I7-DOU(iLA3 FlR-LARCH �e 1000 P81 <br /> � $��' Fv� 86 P31 <br /> $��p' Ea 7700000 PSI <br /> Modulus of EkstickY: � Pe�� 826 PSI � <br /> Sksu P�rpendicul�r to(iroin: _ <br /> A���Op�� �'= 7080 PSI <br /> Fb' IT�nsionl: <br /> Adju�pnsnt Fecton:Cd�0.90 CI�1.00 Cf�1.20 F�,� 88 PSI <br /> W': <br /> pdjustrnsnt Facton:Cd�0.90 <br /> Ds�ipn Raqukemsnb: M a 2473 FT LB <br /> Muimum Momsnt: y= 837 LBS <br /> SMe(�d from bsam andl: <br /> Comperisons With ReWind Sectlons: Sroq� 28 IN3 <br /> S�ctlon MaduWc gs 49 IN3 ' <br /> �: Arsq� 16 IN2 <br /> p� 32 IN2 <br /> Mom�M of Insrtlr. Inq— 40 IN4 <br /> �� 230 IN4 <br /> g�ctlon Adsqusta By:46% Controlling Fxtor. Saction Modulus <br /> Deflections: DLD= 0.11 IN <br /> ' Desd Loed: LLD= 0.00 IN = U209296400 <br /> Live Load: TLD= 0.11 IN = U1058 <br /> Totel Load: <br /> Reections (Each End►: ��= 0 LBS <br /> Live LoeA: DL= 989 LBS <br /> Dead Loed: TL= 989 LBS <br /> Totel Loed: g�= .46 IN <br /> Beerinp Lenpth Reqd.: <br /> Summery: 3.5�x 8.26 A'1 -DOUGLAS FIR-LARCH - Dry Use <br />