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Job � TAies. Trues Typa <br /> � �h� PN StruG�rcal palpn Concepls <br /> 'PERt4732 R1A/ M�.��� �� 1459R <br /> 7 SteveOerher/C4erbarReeldence <br /> P,E.Robbina.VGoria�I,61 - <br /> de <br /> 7.510 s Jan 20 2py4 MRek IndusMes,Inc. yyed Sep 0311:07:00 2014 Page 1 <br /> -2-�-0 6-3-14 12-7-7 18-11-0 <br /> 2-0-0 6-3-14 25"2'9 31-8-2 37-10-0 9-1b-0 <br /> 8-3-9 &3-9 6-3-9 8-3-8 <br /> 6-3-14 2-0-0 <br /> Scale=1:68.2 <br /> �5= <br /> 6.00 12 � <br /> i <br /> 3x8� s� 3X4� <br /> 8 <br /> 8-0•0 5 3�c&� <br /> 9 <br /> 2x4\� <br /> � 4�i <br /> 3X4� �_ <br /> � 3x4� 3 �q� <br /> 11 <br /> 2 3x4 J <br /> �� � I 12 <br /> "�'B � 2-QO F B2 13�� <br /> �= 8 � 17 1 1 x 912"2.OE LVL 16 5 14 <br /> 21-0-0 Bxg= <br /> 4" 17-0-0 = 3x4= <br /> 3-0-0 <br /> --- 25-9-0 <br /> REPAIR FOR CREATING A 17-0-0 WIDE x 1-0-0 TALL VAULT STARTING AT 4-0-0 FROM LEF1'END. <br /> INSERT 1 1/2"x 91/2" 2.OE LVL BETWEEN TOP CHORD AND DIAGONAL WEB W2 AS SHOWN. <br /> INSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND LVL SIDE OF OPENING AS SHOWN. <br /> ATTACH 23/32"48/24 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400 <br /> GLUE CONTACT AND(2)ROWS 2x4 MEMBERS&(4)ROWS LVL OF.131"x 2 3/8"NAILS AT 3"C!C INTO <br /> ALL MEMBERS. <br /> 9-5-11 1&11-0 <br /> 9-5-11 9-b-5 2&4-5 37-10-0 <br /> Piete offaetc : 2:aa11 aa-o �2:0-0-110-30 9-5-5 9-5-11 <br /> LOADING(psQ <br /> TCLL 35.0 SPACING 2-0-0 CSI DEFL In Qoe) Udefl � <br /> (Roof Snow=35.0 Plales I�crease t.15 <br /> ) TC 0.80 Ver1(LL) -0.2614-i6 >ggg PLATES GRIP <br /> TCOI a.0 ��ber�ncrease 1,15 � MT20 �g7��qq <br /> Rep Sltesalncr YES 8C 0.84 Vert(TL) -0.54 tq-16 >626 240 <br /> BGLL 0.0 VYB O.bB Horz(TL) 0.18 12 Na Ne <br /> B DL 8.0 Code MNSRC/TPI2002 (�y►el�bC) Wlnd(LL} 0.1016-i >999 240 <br /> LUMBER a WelghL'162 b ��pq� <br /> TOP CHORD 2x4 SPF 1850F 1.5E BRACING -- <br /> BOT CHORD 2x4 SPF No.2 TOP CHORD Structural xrood Sheethin8�(��q�y epplied a 2��4 x pu�� <br /> WEBS 2x4 SPF Slud BOT CHORD Rlgtd celpng dhectly eppNad or 2-2-0 oc breGng, <br /> SLIDER LeR 2x4 SPF Stud 35-5,RipM 2x4 SPF Stud 35.,5 �BS 1 Raw et midpt 8-18,&16 <br /> MITek rec��fhal SlabiAzers end required aoss 6racJng be InsfaHed <br /> REACTIONS pb/size) 2=2103/O.Sg (min,p.3-b),72=21p3lp.sg(mfn.0-3-5) d� � �e with SteM er s <br /> Mex Horz 2=111(l.0 7) e. <br /> Max Uplifl2=241(LC 7j,12=2q1(LC 8) ���� • <br /> FORCES pb)-Maxtmum CompresefoNMaximum Tension 1 h�tsl/y arl�IhW 1�is�, !� <br /> TOP CHORD 1-2=N60.2�=3280/2b9,3-4�3176/282.4-5=.2989/255,Sg�-2747/270,e-7=2184/249.7-8�-2184/249,&9=2747270,8.1R=298gl2g5,10.YfIfAHOU, pt t!(lOtl WOS llt0�lOfAd�/ <br /> 80TCHORD 2-78=-250l2�81,17-1�.158/2401.18-17=-158/240},15-18=-87/2401.14-tb=-81/2401,12-14=140/2781 m�c����ll�'�6�!/W9t�iW80 <br /> WEBS 4-18=-287/134.8-18=4/3gg.�t6�..gg8/145,7-18=-11511359.&18=998/1g5.g14=-4/3g8.10.14�287/134 <br /> e oad I�ot 1 am o duly Regdrored Pro- <br /> ij Wlnd:ASCE 7-05:90mph;TCDL=4.8psF,BC�L=4.Bpsf;h=20tf:Cat.fl; � -feri�onol_Engi�uundec d�Imra of <br /> e�d verticat left e�rlpht exposed:Lumber DOl=i.33 kte �8'��d;MWFRS(low•rise)gap�e end zone;cenUleye�Ie@ end r�►��gxposed <br /> 2}TCLL:ASCE 7-05;Pf=36.0 psf(}lat roof snow);C,al p ��.�P DOL=1.33 Ihe Sfo�e of inna f0. <br /> 3)Unbeianced sraw loeds have been considered for IM�aign�B'PartIeBY�P•;C1=1.1 <br /> 4)Thls Wsa has beeri designed(or greater of min roof Nve bad of 18.0 ps(or t,pp d�eg rye���pf�a��Q ps�����g�nt wdh olher frve <br /> ��5, e PHiI! . ROBBINS <br /> I; 5)7�S Vuss has be�designed for a i0.4 ps(boftom chord Ove load no�yyph em,�r tiva loads. <br /> 8)Provide mechen�al oonnecUon(by Whers)W W�lo y��9�le cepaWe o(wHhstendfnq 241�upyR al �ATE� <br /> � 7)"Seml-rtpW dtchbreaks wllh flxed heels"Member and Ilx{ty madel wes uaed►n Iha a s and d �2�241 Ib c�tlft al jolnt 12. <br /> �YS� �inotlhts�russ. Re letrotlo o. 23689 <br /> ' LOAD CASE(S)Standard <br /> o �• � <br /> --- I <br />