Laserfiche WebLink
Job Ttuas Truss Type Qty Ply SUucUual Dselpn ConeeWs <br /> , 1459R <br /> PERt�732 R1 MOD.QUEEN 1B 1 Sleve GerhedGeA�er ResWe�xe <br /> P.E.Robbins.Viclaia lL 61486 7.510 s J�20 2014 MRek Mdusuies.Inc.Wed Sep 0317:07:00 2014 Pape 1 <br /> 2 6 0, 6 3-14 , 12 7 7 , 18-17-0 , 25-2-9 � 91-8-2 , 37-10-0---._i38-10-0� <br /> ~2-0-0 � 8-3-14 6-3-9 6-3-9 6-3-9 8-3-8 6-3-14 ,2-0� � <br /> � Scda=7:88.2 <br /> 5xb= <br /> 8.00 12 7 <br /> 3x4� �4� <br /> 3xg� 8 <br /> B 8x6� <br /> 6 9 <br /> & <br /> 2x4�� 2z4/i <br /> 4 � 10 <br /> i <br /> 3x4� <br /> 3X4 i � i � � i � � i /� i/� i i i � � 11 <br /> . 3%4 i 3 ������i ���i/��i� �� ����f �i��� i 3%4� <br /> Q ' 'i�i` � � � � � '� � � � � � � � �i i <br /> � . � i � � i� 12 <br /> q 2 i.' � ; i i: i i� � i� � , �� � i i; i <br /> a� � 13� <br /> _ 18 17 � 16 16 14 s�- <br /> �4 �= 410-0 3�t6= 3x418-10-0 <br /> 1&2-0 <br /> 17-1P4 <br /> REPAIR FOR CREATING A 410-0 WIDE x 1-0-0 TALL VAULT STARTING AT 16-2-0 FROM LEFT END. <br /> INSERT 2x6#2 SPF BETWEEN DIAGONAL WEBS W2 AS SHOWN. <br /> fNSERT 2x4#2 SPF BETWEEN BOTTOM CHORD AND 2x6 EACH SIDE OF OPENING AS SHOWN. <br /> ATTACH 7/16"24/16 APA RATED SHEATHING TO BOTH SIDES OF TRUSS AS SHOWN WITH 100%PL400 <br /> GLUE CONTACT AND(2)ROWS OF.131"x 2 3/8"NAILS AT 3"C/C tNTO ALL MEMBERS. <br /> 9-5-11 18-11-0 , 28-4-6 } 37-10-0 - ' <br /> 9-6-11 9-55 9-5-8 9-6-11 <br /> Piale OHsals X Y: 2:U-0-110-3-0 12:0-0-11 030 <br /> LOADIN(i(ps� SPACIN(3 2-0-0 C81 DEFL In (loc) Udell Vd PLATES OPoP <br /> TCLI �.Q Plales Inaease 1.15 TC 0.80 Vert(LL) -0.26 7418 >989 3B0 MT'20 197MM <br /> (Roof Snovv�35.0) Lumber lncreese 1.15 BC 0.94 Vert(Ty A.54 7416 >82B 240 <br /> TCDL 8.0 Rep Shess Incr YES WB O.bB Horz(Tl) 0.18 12 Na Na <br /> BCLL 0.0 Code MNSRC/fP12002 (Maltbc) Wind(LL) 0.10 1618 >989 240 Welpht:182 6 FT=0% <br /> BCDL 8.0 <br /> LUMBER BRACING <br /> TOP CHORD 2x4 SPF t850F 1.5E TOP CHORD Stnrdurei waod sh�lhing dlredly appikd or 2-8-14 oc purlins. <br /> BOT CHORD 2x4 SPF No.2 BOT CHORD Pogld cehhp directly eppliad or 2-2-0 oc hradng. <br /> WEBS 2x4 SPF Stud WEBS 1 Row at mtdpt 8-18,&16 <br /> SLIDER Left 2x4 SPF SWd 35-5,Righl 2x4 SPF St�355 MRek re�mmends Ihet StaWllzefs end raqidred cross brednp be irolslled <br /> t e acmrd�ce wNh I <br /> RE{tCT10NS (Ib/slze) 2�2103/0-8-8(min.43-5).12=2103/45-8(min.0�3-5) <br /> Max Ho22a117(LC� <br /> Max Up01t2=24t(I.0 7).t2=241(LC 8) <br /> FORCES pb)-Maxfmian CompressloNMexlmum Tension <br /> TOP GHORD 7•2a0J80,2-3=-3280/258,3-4=-3776/P82.4-BQ-28891185.68=2747270,&7�-2184/249,7-8=2184/249,8-9=2747/270.B-t�-2B69265.10-11=3176/282,11-12a-3280J259.12-13=0l80 <br /> BOT CHORD 2-18-250/2781,i7-t8=158/2401,7H-17-i58/2401,15-18=B12407,1415=-8iJ2401,12-74�-140/2781 <br /> WEBS 4-18=267H34.fr18=-4l388,&16=998H95,7-16a-715/1359,&16=-888/195,8-14=-4/388,10-14n-287/134 <br /> 1 hs�eby urGfy Ilrot Ilas Plon. �SF <br /> No�s fica�ion. a r A ww n oced b <br /> t)Wind:ASCE 7-05;90mph;TCOLm4.8psf;BCDLa4.8psf;IwZOR;CaL N;Exp B;enc•bsad;MWFRS(low-rise)gable�d zare;canUlever kR a�W Aght e�osed; � P P Y <br /> end vertical IeR wM tfghl exposed:Lumber DOL�1.33 plale g�ip DOL=1.33 me a uada� my dinct superYlsbn <br /> 2)TCIL:ASCE 7-05;Ph35.0 paF(flat roof snow);Category II;Exp B:Pa�lly F�cp•:G=1.1 <br /> 3)Unbelanced snow bads heve been cansldered for UUdss desfgn. anJ IFoI I om a duly RagUtmd Pra <br /> a�;es�wss hes been desipned tor grester of min roof qve bed of 18.0 psf w 1.00 times flat roof load of 35.0 p�on werha�s non-concurrent with olher tive ���� Eng'�neer uader the lawi of <br /> 5 TFds W ss hes been desipned tor e 10.0 psf hodom chotd ive loed nonooncurtant with any oUiaz 4ve bads. -!ho_St� . 10BQ1010 <br /> - e s conn o,en o_ _. 2 e and 41 etJdn112. <br /> 7)'Seml-rigld pftchbreaks wflh Wced heels"�aemnar ena roa�y modei we�wea m me anety+�is and aasian or'ms a�. <br /> _.,..�.... <br /> �oaocase�s►sre�ard P tllfP ��R0881NS <br /> .DATE• �,.Sr <br /> �e�rrcrlo� go, 23689 <br /> ----; <br />