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A:�'PENDIX 1 <br /> '�' -.�E 3 <br /> Job:Job151286 Mark: C1B Quantity: 0 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 /> CNORb WEH Tap Chorda NOTES: <br /> JT X-POS Y-POS PLATE BIZS TYPE X Y h1EbIDR C6I FORCE DZSP MEMBR C&I FORCE 2X A SPF-1650P-1.SE Trussee blanufacturad by WI9CON9IN TRU35 <br /> A -12- 0- 0 0 3.D0 x 6.00 MT20 20 1.50 0.7� A -H D.16 658C 1-10-10 A-H 0.22 592T 8ottom Chorde Analysis conLormc to IBC/IRC2006 <br /> H -10- 1- 6 2- 2- 2 H -F 0.56 B17C G- 1- 6 S -E 0.23 552T 2X 4 SPF-1650f-1.SE Deeiqn chackad tor 10 ps£ non-concuzrent live load on SC. <br /> I 10- 1- '7 2- 2- 2 F -B 0.54 994T 6- 0- 0 E -H 0.37 495C I4abs Prevent truss zoiation at all baaring locationc. <br /> C 12- 0- 0 0 3.00 x 6.00 MT20 20 1.50 0.70 B -G 0.48 932T 6- 0- 0 B -D 0.33 554T W2 2X 3 9PF-STUD Brace trus■ ac Pollows: <br /> 91 0 1-12 3.00 x G.00 Mf20 20 CNTR CNTR G -I 0.48 899C 0- 1- 7 D -G 0.50 399T W1 2X 4 9PF-N2 O.C. From To <br /> MT20 20 Casippinq Values max:221.7 min:195.2 I -C 0.21 831C 1-10- 9 I -C 0.25 636T 3lidera TC Cont 0.0 288.0 <br /> 2X 4 8PF-STUD BC Cont 0.0 288.0 <br /> �L+LL Deflaction is 0.26" i Membas e-G A -& 0.51 583T 8- 0- 0 Max CSI Top 0.54 WH 1 row CLB on E-e <br /> DL+LL DiaplacamentlHorz) ia n0.09" at Joint H E -91 0.48 382T 6- 0- 0 Max CSI Bot 0.52 WB 1 row CLB on H-D <br /> S1-D 0.43 3B2T G- 0- 0 Max CSI W�be 0.50 Attach CLH with (2)-lOd naile at each wab. <br /> D -C 0.52 678T 8- D- 0 Wind Londs - AN9I <br /> SL 16-11-10 SL 16-11-10 Txuse is dasiqnad ae a Main Wind-Forca Resistanca System. <br /> HO 8-8 80 8-8 Wind Sp�ad: 90 aq�h M�an Roof Haight: 300.0 In <br /> � � m Expoaua• Cat�qoxy: C Occupancy CAtoqory: 1 <br /> CD p pp Suilding Typo: Enclo��d TC D�ad Laad: A.0 paf <br /> SL � O .p�p�� Zone location: Esteriox Zona BC Dead Load: 6.0 psf <br /> TC `'~ 11010 4-1-6 6-0-0 I Max compxueion foxce 893 <br /> _ _ __ _ _6-0-0 2-7-14 'i 11009''*i. <br /> __ _ _ _. _ __, _ _ ._ __ -- <br /> Auto BCLS Loadinq 'fotal Design Loads <br /> dx5-� Uniform Loada (pef) <br /> B TC G7p -12- 0- 0 to 47Q 0 <br /> L:Z•O'\L:38.0 TC G7@ 0 to 47p 12- 0- 0 <br /> HC lOQ -12- 0- 0 to 10@ -8- 6- 1 <br /> D:23.I,�D:441.0 HC 30Q -8- 6- 1 to 30C -5- 3- 5 <br /> �_,�� BC lOQ -5- 3- 5 to 10@ -2- 8- 3 <br /> � ��� HC 30@ -2- B- 3 to 30@ 2- 8- 3 <br /> BC lOQ 2- B- 3 to 102 5- 3- 5 <br /> � �� BC 30Q 5- 3- 5 to 30Q B- 6- 1 <br /> . , BC lON 8- 6- 1 to 10@ 12- 0- 0 <br /> � Point Loade (lbe) <br /> ' 1x4,. TC 29.OU LL + 83.OU DL@ -10- 1- 6 <br /> , � TC 42.OU LL + 252.OU DLQ -6- 0- 0 <br /> ��;����-�--� TC B.OL LL + 45.OL DL0 -6- 0- 0 <br /> '� 12�. ;T�LB / TC 2.OR LL + 23.OR DL@ 0 <br /> ' � I�D �,O � 17c4�; TC 38.OU LL + 441.OU DL@ 0 <br /> /� � 6 TC 37.OV LI. + 125.OU DLQ 8- 7-1G <br /> 13-4-15 TC �'%� ` TC BC 25,OU LL + 198.OU DLB 2- 1- B <br /> �y r <br /> 12-8-8 / �\,' / <br /> /`�L:37.0 <br /> , �!,3x4, \'\ �I i D:125.0 <br /> ~ i�: <br /> ' i� � 3x4 <br /> � o Si I D .0 SP2 �� N -5 =3- 0 - _ <br /> i <br /> �j � 3x61 <br /> � � C <br /> LG1 <br /> / -- <br /> _ ' �3 BCL � S1 L: . BCL _ <br /> ' �'I i D:198.0 y <br /> W:508 3x4- 3x4- D W:+508 <br /> R:1022 3x4- R:1112 <br /> U: 693 U: 642 <br /> BC - _ _ --��0 3-�-5 - _ 31�0� _ _ __ �=�d_ _ __- - <br /> ___ _ _ _ _ ------ 24-p-p <br /> ALL PLATES ARE MT2020 <br /> Scale:0.182"=1' <br /> c���r��».pv��.,n.n n.eoPuea�o n�m r�w.�r�,�,.„�.,.n y��,�.cm�r�mr Nll7�k Indmtrka,La.Man nu rcspumibfliry(or Me errctlun oY tru��ea,Ileld <br /> -.F` plate�,uelen indk�hd otherwiee.No luuee knote ur wane in plah contect arca. bracfnQ ur perwnent hvee 6ncinR.Hekr fu BCSI 1-03 a�puhlfehed by M�e Tru.�e AUtO B(.'L$ IAdC�inCJ tlBBiCJileS: <br /> _ Spticc nNy where�huwn.Orenll�pen�ae�ume�"bearinR�et each end,unle�� Plnte IneHNte,21tl NarM Lee Street,Sulte 3�7,Alesandrie,VA SS317.Penun� 'j'L' L1VB 40.0 paf Cheeker: <br /> - . _ ��ak.�ra��nr��.c�rcmR.�a mn���an��,non nr or.m�mra��ry�;���o< <n��mR�N..�,,R��n��ra m seem��r s��o�si,a.���e aroncernNi prvPer TC Dead 7.0 ef Reviewer: <br /> - ��A���,�t whkh produce.muR.fittinajulnl.+nd platee.Unks.otherwi.e nuted�mufytu�x erocHon 6ruclnp ro prcvent fugplfnF und"damhwinR�•.Cu'r.6uuld Le Mken ro p <br /> ' R • � cunhnt oflumbcr sM1all mt ecceed 19%ut 6me uf Nbdcytlun and thu dnige te not prerent dxmase.durinR febrlcallon,�toraRe,�hipping and ercctlua r�P.�a n���mm HC Live 0.0 psf Deeigned: <br /> � �' applicubk for u�e wiM Ilrc retyrd�nt IumLer and eome preeervathe treahnente. cAorde ih�li be�deyu�IsW braced'm the�bunce of eM1e�MinR or MQW caOMp, <br /> �1 [r/�y 1 - 1�r 1� Thfe des' d In uccordnnce with"NaNanal Desf s �e�.n��.m. e.�ery,n�,�he n� � Dead 10.0 pef Rav No: <br /> t�JLV1I�IMT�VJ��.fl'�'� u�»',�vrcn•re rz� ne� re•oe�� Po��m�uwor��ne�sm..«<wmm.�meae.��i�„a. Total 57.0 ef Rev Date: <br /> Wnod Caootruc�bn"(AFPA),"N.tiunal DeniAn SmnJard for Melul Plate uliilzed on thl.dr+ninR meet or e:ceed Ihe acNal dead luade impuaed 6��Me p <br /> . ���w'��������' '`�b-�' ��'=�����- Connec�edWoodTruaaComtrvetfon"(ANSUTTII),.ndtl(1DDeiignCrllerlafor etructure�ndthellveluadelmpn�ed6��fhelocvlbulldingcodeorhhbrkal j,�ig�QS SS 1.I�J RUI3 Date• 4/7/2016 <br /> T.�n.rd Rel1.e. .II...oH...�mM• Plate SI 1.15 Version: 30.0.033 <br /> '.fil'. ��l.:y.-�'ft.,l•�1Nh�iiT1� <br /> : ' I '�I '�1 .'iI.fIQ��J1:1.IJ1:J FURN[SHACOPYOFTH[SDESIGNiOFRECTIONCONTRACTOR SP8C1ntJ 24.0 in. Drawing: <br /> t�t�1.�1•.'It.W�•�i!!V71rrM Il'I51'HERESPONSIBILITYOFTHEBL7LDINGD[SIGNER70REV[EWTNISTRUSSDESICNDRAWING&VERIFY <br /> THA'I llATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND F.�B.TR[155 PLACEMENT DIAGRAM. <br /> ' Online Plus'"'OO Copyright MiTek01996-2014 Version 30.0.033 Engineering-Landscapa 4l7/2016 1:40:55 PM Page 1 <br /> PDF created with pdfFactory Pro trial version www.pdffactorv.com <br />