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� . � <br /> Job , Tnres Tn�ac Type n�y � Skuclwel D�tO�CarceWs <br /> , 7 � 1469R <br /> PER74732 R2A ROOFTRUSS g�eveGerbedCieibarResiOence <br /> P.E.RobMns,Vxlorfa IL 67485 7.610 a Jan 20 2014 M�Tek Mdustrfes,Uw• Wed 3eP 031�:OB:`'0 ZOtA Page 1 <br /> �2-0-0� 5 5 1 , 10.6-11 � 15-8-4 � 18-11-0 � 22-10-1 � 26-9-2 � 30-M4_ � 33-11-6 � 37-10-0 �9-10-0� <br /> 2-0-0 5-5-1 5-1-9 5-1-9 3-2-12 3-11-1 3-11 1 3 7 2 ' 3 7 2 3 10 10 2 0-0 <br /> Scale=1:70.3 <br /> Sx7 11 <br /> &00 12 , <br /> 7 <br /> 2-0-0� 2x8 I I 5x8� <br /> �� B <br /> �� <br /> 9 2x4 I I <br /> 3X4 G �p <br /> �; � 3x4� <br /> �� 11 <br /> 'i� <br /> 4x7� •� <br /> 3x4 i 3�``` �'�1�F2, 19 q O bx5 J <br /> 3x4 i % ' � � -_='"y 3x4� � <br /> Y1(j;>-�`_;--'��� Zp 8X76= 18 � <br /> �'''���'��^'!21 4x18 MT78= 7x10= 16 13 `� <br /> 2 ���;_--;=�'' 17 <br /> c' '/ ,:s:!�,.--'"�� 3x4� 3.0012 _ 6x8� 3x4+ 14� <br /> a <br /> L•-''' �14- 6x14= <br /> 8 <br /> NOTCH SHEATHINO FdR HANaER �4� <br /> AS NEEDED. Z-O-O <br /> NOTCH TRUSS FOR 2-PLY HEADER <br /> &SHEATHING AS NEE�D. <br /> 2-2.Y"L✓c. <br /> REPAIR TO CUT TRUSS BACK 11-9-8 FROM LEFT END AND ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18. <br /> TRIM NEATLY. <br /> INSERT 2x4#2 SPF BETWEEN TOP AND BOTTOM CHORD AS SHOWN. <br /> ATTACH 7/16"24/i 6 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 1 d0%PL400 <br /> GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8"IVAILS AT 3"C/C INTO ALL MEMBERS. <br /> 7-11-14 15-B-4 15- -12 21-4-7 26-9-2 � 32-1-13 , 37-10.0_J <br /> 7-11-1A 7-B-6 0- -8 6-4-11 5-4-1---1 -� 6-4-11 5-8-3 <br /> Plate Offse s : 2:0.1-8 E 13'0-t-8 E 19•0-&0 Q3-10 ---- <br /> LOADING(ps� SPACING 2-0-0 CSI DEFI In (Ix) Vdefl L/d PLATES ORIP <br /> 7CLL 35.0 P���m�� 1 15 � p,gp VeA(LL) -0.731&21 >818 360 MT20 197/144 <br /> (RoofSnow=35.0) ��yertr�crease t.t6 BC 0.9� VeA(TL) -7.3319-27 >3d1 240 MT18 118H27 <br /> TCDL 8•0 Rep 31rosa Incr YES WB 0.85 Haz(TL) 0.93 13 Na Na <br /> BCLL 0.0 Code MNSRC/TPI2002 (Matrix) WMd(LL) 0.28 49-21 >999 240 Welphl:481 Ib FF=0% <br /> BCDL 8.0 - <br /> LUMBER BRACING <br /> TOP CHORD 2x4 SPF No.2•Exoept• TOP CHORD SWchrtal waod sheaU�p direetly appBed or 2-1-4 oc pur6ns. <br /> T1:2x4�F 18UOF 1.6E BOT CHORD Rigld ceAk�g dYeclly eppNed or 10�40 oc brednp, Excep►: <br /> BOT CHORD 2x4 SPF 1850F 1.5E`Excep�• 2-2-0 ac brackig:l9-21.75-16. <br /> 83:2x4 SPF Stud,84:2x4 SPF No2 WEBS 1 Row at mldpt 7-17.B-1T <br /> WEBS 2x4 SPF Sl�'ExcepC MITek teoa�rnenda thet S�s and requfrcd uoae bradnp be InsteUed <br /> W5.W8.W4:2x4 SPF No2 d tntss erectl In accordance with SteWBzet InetaRaUon e. <br /> SLIDER Left 2x4 SPF Sh�d 62-3,Right 2x1 SPF Slud 4-5 8 <br /> REACTIONS pb/size) 13=2t06/0-5-8(min.0-3-2).2=2106ro-5-R (min.0-3-2) <br /> Max Horz2=t10(LC 7) <br /> Mex Uplffll3=237(LC B),2=-237(LC 7) <br /> FORCES (Ib)-Meximum CompresaioNMexirtwm Te�sion 1 lu�e ���i�' � <br /> TOP CFiORD 12-1�3=-55241388,13-14=0/5�42/451,4-b=-4625l328,5�6=46181348,67=453�415.7-8=-283?J290,&9=-5287/398,6�10--5328/dB4.1 t�i�3+���e��d by <br /> BO7 CHORD 2-21=-48715173,213-21-373/4959,1&20=-363l4975.t&19�/81.�79=658/IZS.17-18=-16132.t&17=-84/2936.15-18=-228/5212.1315= �,�„�y dkect�uper�s�n <br /> VVEBS 17?79=47�85 21=Of388.4-19--892/199.7-7 9-288134 8 6,7-17=-387f318.&17=1924I200,&18=-79W3061,70.18=-312/103,11-16�-345H ond��1�§188,�12au�aQp4#�nd P�p. <br /> iy ReB� <br /> _NoxF� _ •;unol E�hrser+u�da�d'° towc of __ <br /> 4)Wind:ASCE 7-05;90mph;TCDI=4.Spaf;BCOL=4.8psf;h=20ft:CaL 11;Exp B:endosed;MWFRS pow-rise)gaWe end zone;caniiev�left and rfght expo :�e St01A�����' <br /> end veNce{bft end riphl e�osed;Lumber DOL=1.33 plele prip DOL=1.33 <br /> 2)TCI.L:ASCE TA5;PF-35.0 psi(flat roof snow);Category Ii;Exp B;PattlsNy Exp.;C1=1.7 <br /> 3)Unbalenced snow loeda heve been considered for Ihis design. ^""'� , g Q ggl N S <br /> 4)This Wss has been deslgned tor preeter of min roof Ifve load af 16.0 psf a 1.00 tlmes flat roof load oF 35.0 psf on overhanps rron-concurrent whh o0�er We P H� <br /> loeds. ��, <br /> 5)FUI platea are MT20 piates uNess othenvlse In&�. �6� <br /> 6)Thls wss hes baen deelpned for a 10.0 psf botlom ehord Ave load na�rtent wqh eiry other Ifve loads. Re iltt I <br /> 7)Bearir�p et JdM(s)13,2 consWers p�aYel to grain velue using ANSUfPi 1 ar�le lo prs�(ormule. Budding desipner shout0 vaiy capadly of beminp sur(ace. � <br /> 8)Provlde m�hanfcal comecdon(by Whers)nf lruss to bearing plale capable of wilhstending 2371b upAR al JdM 13 end 237 Ib uplHl at JoiM 2. ' 4 <br /> 9)'Semi-rigtd pHchbreaks wph fi�ced heels"Member end fixity mcxtel was used I�lhe analysis and dasiqn of this truss. , <br /> I <br /> LOAD CASE(Sy Slanderd I <br /> - -- ----� <br />