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APPENDIX 1 <br /> PAGE 1 <br /> Job:Job151286 Mark: C1E Quantity: 2 Type: TR Span: 240000 P1-H1: 12 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 <br /> Roof Home Depot - St. Louis Park - 2806 <br /> Top Chords NOTES: <br /> JT X-P09 Y-POS PLATE 9I2E TYPE X Y Max C6I Top 0.19 2X 4 8PF-N2 Trussae Manufactur�d by WISCONSIN TRU95 <br /> A -12- U- 0 0 3.00 x 6.00 MT20 20 1.50 0.70 Max CSI Hot 0.17 Bottom Chords Malysia conforma to IBC/IRC2006 <br /> W -10- 0- 0 2- 3- 9 Max C8I W�bo 0.79 2X 4 SPF-M2 Drsiqn chocked Por 10 psf non-concurrent li�e load on BC. <br /> X 30- 0- 0 2- 3- 9 8lidare pzavent trus• rotation at all baaring locations. <br /> C 12- 0- 0 0 3.00 x 6.00 MT20 20 1.50 0.70 2X d 9PF-STUD Bxace truss as folloas: <br /> N 0 3- 8 5.00 s 6.00 MT20 20 CNTR 0,50 Gabl� &tuda O.C. Frwn To <br /> MT20 20 Gripping Valuos max:221.7 min:163.1 G32 2X 3 SPF-STUD TC Cont 0.0 2BB.D <br /> GS3 2X 3 SPF-STUD BC Cont 0.0 288.0 <br /> G54 2X 4 SP8-M2 WB 1 xow CLH on R-J <br /> GSS 2X G SPF-M2 WB 1 zow CLH on M-L <br /> GS6 2X 4 SPF-1650f-1.SE Wg 1 row CLH on P-O <br /> WH 1 row CLB on R-Q <br /> Attaeh CL8 with (2)-lOd naile at each wob. <br /> Wind I.oada - AN3I <br /> Truea ie desiqnod as a Main Wind-Forc� Reciatance 9yetem. <br /> 41ind Sp��d: 90 mph M�an Roof Heiqht: 300.0 In <br /> Enposure Gtpoxy: C Occupancy Catoqory: 1 <br /> euildinq Typ�: Enclosed TC Dasd Load: G.0 psf <br /> Zone location: Exterior Zon� BC D�ad Load: 6.0 p�f <br /> Max compr�aaion fotce 441 <br /> SL 16-11-10 9L 16-11-10 <br /> HO 8-8 HO 8-8 <br /> m o p o0 <br /> ao 0 o m <br /> an o o an <br /> SL m o o ao <br /> T�� N _ _ _ lo'0-Q _ _ .__ - . 1Q'�-� _ _ N _�' <br /> axs <br /> 8 <br /> L O <br /> -- J 4 <br /> � I i i ; <br /> �� �� izl ' <br /> is-a-is g � c 6 � s Tc <br /> iz-e-e *zxa�, ' <br /> ' 3w � i 6 4 G 5 G 5 G i4 � 3X9 <br /> TC i' � � <br /> �_ <br /> . , �G 2 , � G�2 � <br /> I ��� �� ��� i �� � C'�3 I� ���6ii <br /> , .. ._.. � . _-- -�-@'�--- -�--�-LGl._ � <br /> __ BCL G I R M N P A T V $CL <br /> Sx6== <br /> �_-s'ar�--� �Tr�-rri-r ,�-r->>-� <br /> SPL <br /> BC ___ _ __2�_Q_� _ ._ I <br /> _ .____. __.._-_. _.._..._. ._yq-0-0 - --- . . -- <br /> ALL PLATES ARE MT2020 <br /> See Joint F For Typical Gable Plate Sizw and Placement <br /> Scale:0.145"=1' <br /> Connectur pink+�h�ll be�pplird on botM1 fn�r�a o!I`v�e at each Jumt Crnter Mr MITek InJuetrlee,Inc.been no rc�pon�ibilih Fur the erc.�tWn of trvne�,Ileld <br /> �--ti` plahs,unkee Indknled etherw{ee.Nu luuee knnfe ur wane in plah cuntncl ama. bnefnR ur permnnent hves braelnR.Rekr tu BCSI 1-U3 e�publiehed by Me Trvev Standard Loading DBei(JnOi: <br /> Spike only wherc ehoxn.Ocen�apane aesume�"beerinRe at ea<h end,unlen P4�e Inefilute,SIX North l,ue Slroeq Sulle I13,Aie�ndria,VA 22311.Penunr TC Live 40.0 psf Cheeker: <br /> _ J r �. - indkahd olM1eniae.Cunlnp ond fabricelWn�hell 6e perlormed un equipment en�NnQ fru�ee�ere coutMmed to�eek pmfneiunal ed�ice�nnc�minR proper <br /> . •� - .;; whlch pnduce.onuR•ettinR jolnb xnd pWte�.Unle�e otherwire noted,moliture erecHan br�eln�fu prevrm topplfnR und"duminulnR".Cyre�huuld be Wken ta TC Daad 7.0 paf R@V164V6L: <br /> unlent oPlumber shall mf e:ceed 19•/.�f tfine offu6rkwfb��nd ILfe de�ign le not prevent damuRe during fxbrkulfun,etor�Re,�h4ppin6 and ertetWn.Tup und bottum BC 1.1V8 0.0 paf Desiqned: <br /> applkubic for uee wfth 9re reterdant lum6er enJ eoroe p�eaervatM1e treatmenb. chord.ehall be adeyuahly breced h�Me�beence of�FcathinR or rIQiJ aeil6�q, $C D6dd 10.0 pef R@V Z70' <br /> N 11'IC�/1Y,IH ,y i1C,.���y. � Thie dneiq�w�xn prcpnred hi�ceorJunce wlfh"Notlonyl De�ixn Specilk�Hone for reapecth�elp.tl ie the re�ponelbillry u(othere to arrertaln iLut Me deelRn loede ' <br /> . � ���w7 ���� WooJ Conetrwlbn"(AFPA),"VuNunal DeriQn SlandarJ for Melal Plute utlllzed nn thlv dnwinq mret or eireed fhe actual deaJ badv imposed by ihe Total 57.0 paf R@V Date: <br /> =.aMl4'�i�;iV/Y •.��K� 11'i�n%.f�1-_ ConMeted Wood Truu Con�nvcHnn"(ANSI/TPI 1),anJ E1SID Deefgn CrlterW(or �Irocture and t6e IWe bad�impo.ed 6y ihc local bullding coJe ur A6larical L13IIIb0I $I 1.15 Rllil Date• 12/23/2015 <br /> �.fl• �I�l':Y..�}: �,SY•if•Jtl• Tn�awARaN..� ..Ii....�L.m.i..Ae <br /> ' Plate SI 1.15 Vereion: 30.0.033 <br /> �i' '�1 �i7 .'�I.�I V�1!1.1l1:J FURMSH A COPY OFTHIS D65IGN TO FRECTION CONTRACTOR. S gCil1 2 Q.O 1I1. Di3w1n <br /> !•e�l.�'1�_1t.1+•�.�.�!�.If•-.�:!1 ITISTHERESPONSIBI[.1TYOFTHEBUILDINGDES[CNERTOREVIEWTNISTRUSSDESIGNDRAWINGd�VERIFY P g g' <br /> THAT DATA I.NCLUDING DI!N.AND LOADS CONFORM 70 ARCH.PLAN/SPECS AND FAB.TRU59 PLACENIENT UGGRAhi. <br /> Online PIusTM�Copyright MiTek�1996-2014 Version 30.0.033 Engineering-Landswpe 417@016 1�40:54 PM Page 1 <br /> PDF created with pdfFactory Pro triai version www.pdffactory.com <br />