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r1PPENDIX 1 <br /> PAGE 2 <br /> Job:Job151286 Mark: C1 Quantity: 7 Type: TR Span: 240000 P1-Hl: 12 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 <br /> Roof Home Depot - St. Louis Park - 2806 <br /> CRORD WEH Top Choxds NOTES: <br /> JT X-POS Y-POS PLATE BZZE TYPE X Y F�l�R CSI FORCE DISP MEMBR CSI FORCE 2X 6 SPF-M2 Trusees Manufactured by WI9CON9IN TRU53 <br /> A -�2- 0- 0 D 3.00 x 6.00 MT20 20 1.50 0.70 A -H 0.11 956C 1-10-10 A -H 0.23 866C Bottom Choxde Anylyaic confozma to IBC/IRC2006 <br /> H -10- 1- 6 2- 2- 2 X -F 0.56 1621C 4- 1- 6 F -E 0.50 G17C 2X 4 SPF-p2 Deaiqn ch�cked for 30 paE non-concurxent livr load on HC. <br /> H 0 12- 8- B C.00 x 5.00 MT20 20 CNTR 0.50 F -B 0.60 1G77C 6- 0- 0 E -B 0,22 798T Webe prevent tsusa zotation at all b�arinq locatione. <br /> I 10- 1- 7 2- 2- 2 H -G 0.60 1477C 6- 0- 0 B -D 0.22 798T W2 2X 3 SPF-STUD Brace tru�� se follow�: <br /> C 12- 0- 0 0 3.00 x 6.00 MT20 20 1.50 0.70 Ca -2 0.56 1621C 4- 1- 7 D -G 0.5G 417C W1 2X 4 SPF-q2 O.C. From To <br /> 51 0 1-12 3.00 x 6.00 MT20 20 CNTR CNTR I -C 0.11 956C 1-�0- 9 I -C 0.23 866C Slidere TC Gont 0.0 288.0 <br /> MT20 20 Gripping Valuo� max:221.7 min:192.0 2X 6 SPF-STUD HC Cont 0.0 ZBB.O <br /> A -& 0.88 1171T B- 0- 0 Max C3Z Top 0.60 WB 1 zoa CLB on E-H <br /> DL+LL Deflection is 0.33" at Joint 91 E -51 0.79 789T G- 0- 0 Marz CSI 8ot O.BB WB 1 row CLH on B-D <br /> DL+LL Diaplacement(Horz) ic 0.09" at Joint I S1-D 0.79 789T 4- 0- D Mass CSI Wabs 0.51 Attach CLB with (2)-lOd nails at eacT web. <br /> D -C 0.88 1171T 8- 0- 0 Wind Loads - AN6I <br /> $L 16-11-10 Truss ie desiqn�d ae a Main Wind-Foxca Rasietance 8yetam. <br /> HO 8�8 SL 16-11-10 Wind Spead: 90 mph t�Lan Roof Height: 3D0.0 In <br /> HO 8-8 Exposura Cateqoxy: C Occupancy Cateqozy: 1 <br /> m m 8uildinq Typo; Enelosed TC Daad Load: 4.0 pcf <br /> M� pq 2one location: Exterior 2one HC Dexd Load: fi.0 paf <br /> SL m OD. Max comprecsion foxca 1620 <br /> TC '*'�,11030,, 4-1-6 _ _ _6-0-0 6-0-0 , 4-1-7 1-10-9''�' <br /> - - _ _ . _ __ __ - _ - ._ - _. <br /> 6x5-- Auto BCL9 Loadinq Total D�siqn Loade <br /> Uniform Loads (pef) <br /> B Tc a74 -i2- o- 0 to 67@ o <br /> - - ��. -� TC 47p 0 to 47p 12- �- 0 <br /> � �� ac 1op -12- o- o to ioP -e- e- 1 <br /> ., BC 30p -B- 6- 1 to 30Q -5- 3- 5 <br /> � BC 1DQ -5- 3- 5 to lOQ -2- B-11 <br /> ;I j / BC 30p -2- 8-11 to 30p 2- B-il <br /> BC lOp 2- 8-11 to lOQ 5- 3- 5 <br /> BC 30Q 5- 3- 5 to 3�@ 8- 6- 1 <br /> HC lOp B- 6- 1 to 10@ 12- 0- 0 <br /> / <br /> . � . .-_ 1%4'.'� / ZX4. <br /> �' G <br /> 13-4-15 12�� TC ,�(� �l � TC <br /> 12-8-8 /�\� � � � � <br /> � � � <br /> � <br /> ' �� 3x4. �� � � 3x4� <br /> i i H yp2 � Z <br /> , 3ib1 3x6 <br /> A L61 � <br /> --- , �' SCL E Sl D SCL �.. <br /> 3x4-- 3x6 3x4: � <br /> W:508 W:508 <br /> R:1704 R:1704 <br /> U: 298 U: 298 <br /> SC <br /> �- - - 8-�-0 B-D-0 _ --: _ __ __8-�-� _ __ __ � <br /> ->=�__ _ __ _ __- - - 24-0-0 _ _ _. _ -_ _ _ . _ ___- _: _' <br /> ALL PLATES ARE MT2020 <br /> Scale:0.203"=1' <br /> Connecror platee ahall be epplied un buth tnece uf trvee el each juinL Cenhr Ihr MfTek Indurtrfe�,Inc.6eon no rcspunsiblliry!or Ne ercctlon nt Iru�ie�,8eld <br /> - q� plefe�,unle�e indlcated utherxina Nu lauee knuh ur wane In plefe cantacl arce. braeinR ur permanenl trv��bracina.Referhl BCSI 1-U3�e publhhed by Me Truse AlltO BCI.S Loadinq D681CJR6I': <br /> Y �y Splke uniy whr�c vhunn.O�rorell epane aseume�"hearings at each end,unle�e Plelr Ineflfuh,2/tl NnrtA Lee Street,Sultc 31T,Alesendrie,VA S2Jl�.Penom TC L1V6 4�.� pef Cheeker� <br /> - !• � - Indkated eMerwbe.CuttmR�nd fa6rlcat{un ehall be perPormed un equlpmenf ertetfop true�e�are erutiueed tu�eek pmfee�ional odrice concemfnR proper � <br /> Y.` � .���L_; whiai�prvducea�mq-flltinq)oinb ynd pWke.Unlc�e uthemifc nolad,mofeNrr. emtlun bruclnR b pmvent IuppllnA und"daminulnR".C��x.ohuuld be hken N � Dead 7.0 paf R@V16W9L: <br /> '� anntent xtlumb.r eAxll no1 e:ceed 19%ut�tme uffu6ric�tiun and fhi�dealgn le not prevenl damaRr durinR fu6ricaHan,etare6e,.AippM6�nd e�rcHua Top,und bottom B(,' LlVe 0.0 paf Deaiqned: <br /> ' - ----�-��- xppllexhle for uae wiM flre rctard�nt lumber�nd eome prtaervaHvr treahnenh. cM1orde ehall be adeyuulely M1raeed in fhe absence af rheePoinR or dqid edling, 8O Dedd 10.0 pef Rev No• <br /> 11+IC!"�1I'1'y 11C.` M�_ Thia dniRn wee prepxred in aceordance with"Nallonal DeaiRn Speci6cat4me fur rovpectiveW.[t ie Me reepomibilih alolLere to�ecertwln iM1xt fLe dee{Rn bedx � <br /> � 4�74 .7 I\ Y�7.1.,fl� Woed Comlructlun" AFPA,°Natboal Dwl s�.���a r t Me�.i ri��e �m�ea o�m�.anw�i� oo,� Total 57.0 af Rev Date: <br /> -�uf[k;y#,/,W►(C�.`Li1G+ r-'17's5.'• . � � � (meet or eueed the aclu�l deed loadi Im d by�he P <br /> � ConnecleJ Wood Trve�Con�trvetlan"(ANSUTPI�),and HIJD Desl�{n Crileriu f r efructure and tAe IWe buds impn.oed by tLe Iocoi bu0dh�e code or hl�forfcel Lumber SS 1.15 Rl]SS Date: 12/23/2015 <br /> Tn��e.A Oefl.rv .�Nm.�i�'s��M. <br /> '�r�'•����'�W'�'}� '��n>�'+j` Plate SI 1.15 Vareion: 30.0.033 <br /> � • i�'si �I�;+�I..io��:t.��c� nnintst3acorror��snesicnrroexec'r�ontcotu��eperolt Spacinq 24.0 in. Drawing: <br /> , I�t�l.+��.te�41•�.if•!wt�^.�+�7 I7IS1'HERESPONSIBILITYOFTHEBI;ILDINGDESICNERTOREVICWTHISTAUSSDESIGNDRAWWC&VERIFY <br /> TNAT DATA INCLUD]NG DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND F.�B.TRU95 PLACEMENT UTAGMM. <br /> Online P�usTM'�Copyright MiTek�1996-2014 Version 30.0.033 Enginearing-Landscape 4/7/2076 1:40:55 PM Page 1 <br /> PDF created with pdfFactory Pro trial version www.pdffactory.com <br />