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.lab Truss <br /> Trusc Type <br /> PER14732 , R1Gt �NK Qty Ply S����CmlCepts <br /> � �f 1459R <br /> P.E.Robbins,VldoAa 1L 61485 G S���erber Resldence <br /> 7.510 s J�ZO 2014 AMTek Imlustrles.Inc. Wed Sep 0311:07:07 2014 Page 1 <br /> �'2"8 13-D-12 16-11-0 <br /> 7_2_g 5_1� 24-e-4 30.7-8 37-10-0 <br /> 5-10-0 5-10-4 5-10-4 7-2-8 <br /> Sc�le=t:s1.7 <br /> 8x8= <br /> I6.00 12 5 <br /> 7�� <br /> Bx8� q T2 6x5 Q <br /> 8 <br /> -fl'0 � <br /> W 6-0-0 7 a. <br /> �xa�� <br /> 2 2xs ii <br /> e <br /> � � ` � � <br /> � � � � <br /> � � � � � � <br /> � � i <br /> t p ♦ � � � O <br /> r} 4 \ \ \ \ \ <br /> d 81 \ \ \ \� � 9 <br /> N g! � ♦ � � <br /> 4x8� � �q 81 q <br /> 3 T_ 12 t1 �p �o <br /> 12x1 Bxe= � _ 6x7= 6xe= 4�= 4�� <br /> 4-8-0 - <br /> 1 5-0-0 4-6-0 Z-/��/g:.L li�. <br /> - 16-0-0 <br /> REPAIR FpR CREATING A 4-6-0 WIDE x 2-0-0 TALL VAULT STARTING AT 15-0-0 FROM LEFT END AND RAISE INTERIOR BEARING. <br /> INSERT 2-PLY 2x6#2 SPF BETWEEN DIAGONAL WEBS W2&W4 AS SHOWN. <br /> INSERT 2-PLY 2x4#2 SPF BETWEEN BOTTOM CHORD AND 2x6 EACH SIDE OF OPENING AS SHOWN. <br /> INSERT 2-PLY 2x4#2 SPF BETWEEN DlAGONAL WEBS W2-W3,W3-W4,W4-W4,&W4-W3 TOP EDGE OF SHEATHING AS SHOWN. <br /> ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400 <br /> GIUE CONTACT AND(2)ROWS OF.131"x 3 1/2"NA(LS AT 3"C/C INTO ALL MEMBERS. <br /> � 10-0-0 18-0-0 21-10.0 <br /> 10-0-0 s_p-0 29-1-14 37-10-0 <br /> 5-10-0 7-3-14 8-&2 <br /> LOADING(ps� <br /> TCLL 35.0 sPACIN6 2-0-0 CSI DEFL <br /> (Roof Snow�35.0) Plates Increase 1.15 TC 0.22 i� flOC) �fl � PLATES GRIP <br /> TCDL 8.0 <br /> Lumberincreese 1.15 BC 0.29 Vem��� -0.11 1-15 >999 3H0 MT20 �g7��qq <br /> BCLI OA ReP Slress Incr NO VaA(TL) -0.20 1-15 �958 2qp <br /> Code MNSRC/TPI2002 � �'97 HoR(T�) 0.03 9 Na Na <br /> BCDL 8 0 (��) Wind(LL) 0.05 1-15 >899 240 <br /> LUMBER W��6�41b FT=pq6 <br /> TOP CHORD 2x8 SP 2400F 2AE BRI►CMiG -- <br /> BOT CHORO 2x8 SP 2q00F 2.pE TOP CHORD Struclural wood sheat��wY�Ned or 6-40 oc purGns, <br /> WEBS 2x4 SPF No.2 BOT CHORD Rigid ceAing dlracfty applled or g_p.p oc bracinp. <br /> WEBS 1 Row at midP� 5-13.4-13 <br /> REACTIONS (16/size) 1=3456�_5.8 (min.0.1-8),1�12352/D.38 (req.0-5-p).9�3285/0-58(min.0-i-8) <br /> Mex Harz 1=-82(LC 5) <br /> Max UpBft1=357(LC 7),13=-1385(LC 7),9=-35g(LC 8) <br /> Max Grav t=3518(LC 2),1�12352(LC i),9m3391(LC 3) <br /> FORCES (Ib)-Ma�dmum Compresslory►u�ax�Tension <br /> TOP CHORD 1-2--qg81l52B,2-3=-3874/483.3.4=-33pg/553,4-5=122/3028,5-6-91g/3gg,g.1=-3784l687,7-gz4323/578.8-9=-4918/555 <br /> 80T CHORD 1-15=-384/4139,l41b=-88/315,1314a•89l315.12-1�757/463,71-12�ON722.10.11=011722.&�1 W-347/4185 <br /> WEBS 5-12y519l3833,6-12=-3012/535,8-1�-47313357.&10�-1414/310,b-13=-592y5g2,413�pq7l871,4-15=-888/7327,2-15=1434l348 <br /> I NOTES <br /> i1)Z-Ply truss lo be connecled lopelher with t Od(0.131'x3")naiis as Iollowe: <br /> Top chords connected as follows:2x8_2 rpws Stapge�al 0-9-0 ac. <br /> BotWm chords connected as folbws:Zxg_p ro�a��ered et 0-2-0 oc. <br /> Webs connected as follows:2xq-i row et 0.5-0 00. <br /> � 2)All loads ere consldered equaUy aPPlied to ali plies,except N noted as frpnt(F)or bedc(B)face fn IFie LOAD CASE(5)section.Pry to pIy cpnne��p�s heve � ��y ����,�� <br /> f been provlded to dlsUibu(e onty loads rw�ed as(F)or(B),uNass otheruiqse h�t�, <br /> 1 3)VJfnd:ASCE 7-05;BOmph;TCDL=4.8psf;BCDl=4.Bpsf;he20ft;Cat.ll;Exp B:endosed;MWFRS(low-dse)gable end����pe�.���ht expo ��' �ropal W°� Pnpmed 6�r <br /> end verUcal IeR�d ripht axposed;I.umber OOL=1,33 ptele grip DOL=1.33 <br /> . 4)TCLL:ASCE 7-05;P/=35.0 psf(flat roof srlow):Calegay II;Exp B:Pardel�y Exp•:C1=1.1 me a u�er nry dka��eperv�sbn <br /> (' 5)IJrtbalanced snow loeds have been cons�derod�a�S�8�� on� IMaf I am c duly RaglNend Pro- <br /> 8)This huss has been deslpned for a 10.0 ps(bottom chotd Ilve load ipno��nt�ry��,o�ry�e bads. <br /> E 1►_WA13NtNG:.Raquuedbea�9-sEze.�Jolnt(s)13. H� <br /> � 8)Provlde mechantcal oonnectbrt ����I�� �elfionol En ftleaf undet Ihe�Owa Of <br /> (bY ofhers)of Was to bearin lale �a�e.--------------_ --------- 9 <br /> 9 P �P�le of wNhstan __------- ---___._----- <br /> �M 9. �nB 357 tb WNft et Joint f.13B5 Ib upliR el Jolnt 13 and 35g m u� I�y S1W! j ------ - - <br /> 9)GiMer caMea Ue-in span(s):&0-0 frorn p�p.p to 37-ta0;8-O.p irom p.p.p�0 37-1a0 <br /> 10)"Semi-rlgid pkchbreeks wNh dzed heels�Member end fi,dly model was used k�ihe mialys�s and dealgn o{tMa truss. <br /> 71)Hanget(s)w other connectfon deWce(sy shaA be pro�ided S�er���o$�rt����ted load(s)4400 Ib down and 503 i6 up at 10.0-0 on popom� P Hi! i� E, R Q B I N S <br /> The dealpNseledion of such eonnedfon device(s}is Ihe responWMllry of Whers. <br /> LOAD CASE(S)Standard <br /> o.rE �4 <br /> t)Deed+�w(belanced):Lumberincrease=1.15,platelnaeese=1,�5 Rs ifftotlort O. 236� <br /> UMform Loads(Plfy <br /> Vert:1-5=-232(F=146),5-9=232(F�1A8),t-9=-162(F=148) � � <br /> Concentrated LoeOs(Ib) <br /> Vert:15=4400(Fy � <br />