Laserfiche WebLink
� ---- __ __ --- --- - -- -- _-- <br /> Job Truss 1 nws 7YPa �Ty Piy <br /> PER14732 ' R2 ROOFTRUSS � � <br /> — �—-- <br /> P.E.RobWne,U�ctoria lL 81485 7.510 s Jen 2D 2014 MfTak Intlustnes,Ina Thu Sep 04 17:08�45 2014 Papo t <br /> 2=0-0 5-5-1 10-6-11 , 1&-8-4 18-11-8 , 22-11-71 , 27-9-15 , 32-8-d 37-10-0 9-10-0 <br /> �2-0-0 }� 5-5-1 �— 5-1-9 5-1•9 3-3-4 �— 4-0-3 ' 4-10-4 4-10-4 5-1-T2 2-0-0� <br /> Scale=1:892 <br /> � 5x8 II <br /> 8.00 12 <br /> 7 <br /> 2xe I! <br /> . 6 Z%4 II <br /> 3x8� 8 <br /> 3x8� <br /> 3x4 5 5 9 <br /> 4 3X4 J <br /> I 4 <br /> j , 10 <br /> � � 40-0 <br /> 4x7� / <br /> �I 3x4� 3 �4 // <br /> �e �� ` <br /> 3x4� ���2= 3x8 O <br /> W 72 <br /> 20 � <br /> 2 21 <br /> � � � 3x15 MT18� o — 1\ �d I' <br /> � 3x4: 3.00 12 -�_-�. 14 <br /> 5xt4= � 7 1; 18 15 6 -_J u <br /> [„� Z`f�L l��- 2X II bxtd= 3x6= 3x4= <br /> �-- --- 21-1-12 ---- --- <br /> � REPAIR TO ADD 2-PLY 24"LVL FLUSH BEARING AT JOINT 18 AND ADD LEDGER AT 1-0-0 FROM BOTTOM OF I <br /> TRUSS NEW BEARING TO TOP CHORD. � <br /> ATTACH 1-PLY 1 3/4"x 11 7/8"2.OE LVL TO ONE SIDE OF TRUSS AS SHOWN WITH A SIMPSON LUS210 HANGER TO � <br /> FLUSH LVL NEADER AND(14) .131"x 3"NAILS INTO TOP CHORD OF TRUSS EVENLY SPACED. <br /> ATTACH 23/32"48/24 APA RATED SHEATHING TO ONE SIDE OF TRUSS AS SHOWN WITH 100%PL400 <br /> GLUE CONTACT AND(2) ROWS OF .131"x 2 3/8" NAILS AT 3"C/C INTO ALL MEMBERS. , <br /> ATTACH CUT BOTTOM CHORD TO FLUSH LVL HEADER WITH SIMPSON LUS24 HANGER. <br /> ATTACH CUT VERTICAL BOTTQM CHORD B3 TO FLUSH LVL HEADER WITH (2) FASTENMASTER I <br /> i __ .189"x 6"TLOK/HEADLOK OR SIMPSON SDS25600(.22"x 6")TOE SCREWS. f <br /> �--__ 7-11-14 �__ 15-8-4 22-11-11 30-3-1 37-10-0 <br /> � 7-11-14 7-8� T— 7-3-7 � 7-3-7 <br /> 7-8-15 <br /> PlaleO sets(X,YI: f2:0-1-S.Eduel f13:0-t-12.03-51.f19�0-606-3-101 — --- --` -- --- -- <br /> LOADWCi(ps� SPACING 2-0-0 I Cg� �EFL in (loc) Udefl L/d PLATES GRIP <br /> TCLL 35.Q Plates Increase 1J5 TC 0.80 Vert LL -0.59 79-21 >789 360 MT20 1g7l1qq <br /> (Roo`Snow=35.0) ( ) <br /> � TCDL 8.0 Lumberincrease 1.15 � HC 0.96 VeA(TL) -1.091fl-21 >418 240 MT16 116/127 � <br /> � BCLL 0.0 Rep Stress Incs YES WB 0.90 Ho2(TL) O.B3 13 n/a Ne I <br /> Coda MNSRC/iP12002 <br /> ; BCDL 8.0 (Ma��) _� Wind(LL) 02319-21 >999 240 Welght:192Ib FT=O% � <br /> ILUMBER -------- BRACING — -- — <br /> I TOP CHORD 2x4 SPF No.2'Except' TOP CHORD Sttuclural wood shealhing directfy applled or 2-1-9 oc pud(ns. <br /> T1:2x4 dF 1800F 1.6E BOT CHORD R' M cefil dlrectl a ied or 10-0-0 oc bracln Exce t � <br /> � BOT CHORD 2x4 SPF No2"ExcepY � � Y p� B. p: <br /> 2-2-0 oc bracing:13-15. <br /> 62,B1:2x4 SPF 1650F 1.5E,B3:2xd SPF Slud WEBS 1 Row at midpt 7-17 <br /> � WEBS 2x4 SPF Stud'Except' MiTek recommends that Stabiilzers and required cross bradng be InsteNed —l <br /> W5.W4:2x4 SPF No2 I during Wss erecUon fn accordsnce v�f1}i Stablitrer tnstallaUon pulde. � <br /> SLIDER Left 2x4 SPF Stud 6-2-3,Right 2x4 SPF Slud 2-9-13 - <br /> IREACTIONS Qb/size) 2=2110/0-3-B (min.0.3-2),13=2103/0-68 (min.D-3-5) <br /> I Max Horz2=111(LC 7) <br /> Max Uplffl2=-23A(LC 7},13=-235(LC 8} I hers5yr tetli�t�t01 ihlt p�an, i�fit� <br /> FORCES (Ib)-Maximum CompressfoNMazlmum Tension {icai}On, W cepoH wos ptbpotdd 6�! <br /> TOP CHORD 1-2=0/56,2-3=-589$l517,3-4=5852I453,45=-4�i35l326,5�E'i=452813q9,6-7=45461419,7-8=-257q/334,8-9=2q95/260,8-10=-25951241,�a t�s�94i!'@�ei t!'1���r��B°��0n <br /> 12-t3=-3413/286,13-14=0/57 <br /> � BOTCHORO 2-21=-4901518t.20-21=-377/4981,19-20=-386l4985,18-19�/707,6-1�-559/126,17-18=-0/23.1&17=-98/26q8,15-18=98/2848,1315=-15 � �01 1 Om o dufy Reetuend Pro- <br /> � WEBS 3-21=-38/137,421=i1f388,4-19=-891l199,17-19=472658,7-18=-28Bl3876,7-17=-706/48,8-17=-602l132,10-17y838/7q4,i0.15=-3/278,1f'tG�adoEnglneer und�r Ihe fawa o� <br /> NOTEB 1�ip S�o1e ot Minnarota. <br /> 1}�ryiad:.ASCE3_0.5;9AcnRh:ICDL�,9psf;BGDL=_4.9pst;h=_20ft;Cut.�I;.Exp.B;enclosed;.MWF_RS-(low-dse)-gable.end zone;-centilever.leR and dghl exposed _ <br /> -------------__ __ _ _ __ <br /> ertd veNcaf IeR and right euposect;Lumber DOL=1,33 pfate grip DOL=1.33 <br /> 2}TCLL:ASCE 7-05;Pf�35.0 psf(Oet root snow);Cafegory 11;Exp B;Partleily Exp.;Ct=t i F { � . B 81 N S <br /> 3)Unbalenced snow ioads heve been considered fw this design. <br /> q)This tcuss has been dosipned for grealer of mIn roof live load ol 76.0 psf or 1.00 tfines tlet roof load of 35.0 pst on overhengs non-conourrent wlth olher Ilve Q/1�' <br /> loads. <br /> 5)All pfates are MT2Q plales unless olherw)sa IndicaFed. $e q(f t t' rt ,c 3 V Vy <br /> I61 This fniss has been deslgned for a 10.0 psf bottom chord Ilve load nonconcurrent with atry other live loads. � <br /> 7j Beanrtg at ioint(s)2 cansiders parallel to gra(n value using ANSI/fPl 7 anB�e�o 9�aln formWa. BufWing designe�shoutd vedy capeGry of bearing surface. 0' � <br /> 8)Provide meGfanlcef wnnectlon(by olhers)o�Wss to hearfng plale ca bte of withslanding 2381b upIIR a1 joint 2'and 235 ib uptlR at)oint 13. • � <br /> � 9)"Seml-rigfd plichbreaks with fixed heels"Member en used in the anafysis end design ot IMs Wss. <br /> ��I IOAD CASE(S}Stanciard �j ��� i� � <br /> `r?4 1 '� '.'^.x`,r . <br /> �__—_ � ____— . ___._____-- - �-- i <br />