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HomeMy WebLinkAboutTRUSS SPECS - 05-00135 - 623 Johnson St - New SFRr, Qa 001.,.),,). - Henderson S14"R - 623 Johnson A�.,-c. NO. 522----p 2 r Truss TV— Type Al ROOF TRUSS T -. .. . ` F'1 , Jd F Jd ID a_ 1 1- r-14 6-1-10 a .1-10 5xB 5. 0 0 12 4 -- fd Tp (Ja �..._ C�)H , 27 MjT0k'1-r10ustriea:_Jnc, .--...�- - Feb Page I 6.1-10 0-7_12 E m 0 8,r- 2-1 Scale = 1 %*59,2 1m LOADING (n 80 I I 4x-6 - 3x8 = 3x4 - 2x4 4x6 8, pl 14-4.8 — --­ 1__� — --- __ _ -1-!P. -, TCJ.,k •, 35.0 + ��_`Pi ING (Reof Snow=39,O) I Pia#ps Incre4se TOM Biro � Lumber Increase BOLL 0.0 I hep Strass I,nGr YDS 130D1�... 8,0 1 Code IR020091Tpi2002 LUMBER TOP CHORD BOT CHORD WEBS FMACT1ONS FORCES csi TC BC 0.33 WS 0183 �Matr�x) 2 X A. SPF 1850F1XE 2 X 4 SPF 1g,50r. 9.aE 2 X 4 SPA 5#LldfStd "Excepto W'2X48P;Fl65OFli5EpW22X48PFIGSoF ,5� MaxObtsize.) 13=1466t0m5-er 8=148810-511111118 Horz 13:04(ioad cate 7) Max Upliftf3=^TQ1(load c9se 7), 8=-1D1(load cage 8) Max t3ravISP417g0(Ioad ease 2)v 8=179000ad case 3) (1b) 7 MAXIM U Cor r ■ io 'm .;ROT CHO 9-6--215M 309 WEBS 7 9-10=48118493 1184912"13"1691/1564 Z -12m-47/1767, 3-12m-178199 3. 0 6 78/9% 9948/1 IF ' 0/5441 Swllmm$09/1-0,6� sin -1 14.0 F 3X4 -LIDDEFT, In (roc) l/aofl -=----�.-- ....- ... --� --..� -_ Vert(LL).p, L/d PLAiES ORIP �� ��97 ��9A 240 MT�O VDrt(TL) -0,17 11-12 ;b999g9 ISO 1197/144 Harz(TL) 0,04 8 rl/i3 n/a .113 lb MASK MRACING TSP CHORD S#ructura! wood sh Pia thIng dIreatty appflp� a� 4m .BOTCHORD 0c,purfins,� Rigid cgfling dii"ecYlY npA00 ior 10-O-0 ac bruirtg. 1'►IC]TIE$ 'Ij Wind: ASCE 7-98; 9�mh=28 ft h=�'�; T0DL=4.6psfb BOaL=4.8pgf; Category 11; RXPCint0riot�.�one; Lurrrber DQE,. -7s332) TG�.L:ASCE 748; Pf�35.o pffl Plate. ,drip DOL,"1.33,R encf � assd; MWFRS 8f �t ?'of anovy); exp Cr; 3} Unbalanced snow laad� Felly Rxp:N en aQ�sidered fnave be this qesigm 4} Thi$ trysm has been do& Igned for � IQ ,p Priffbottom ��o�d �i�r� Iv�d noncor�eurreIv�d�,n# w��h any other live, 5} ThIs trUss requires plate inspection e Tooth Court Method�►h�� this ��us$a`�s�i�i��.Q ��isPe�.iionriS Chi35eil for quallty 6? PFovidg mechaniG$i connection Eby athers) of truss to bearing p1,g#e c$pa61e �� w�ti��tan to JoIrit 73 and 'f�7 db uplift �� joint s� d � �o�t �b uplit� at �) 7'l�is truss is de!§rgneO ;n $GcQrdance with the 20m Infisrnatfanal Residential Code s R&02.10,2 and reforenae� standard AN�IlTP+ 1. �Ctlans R��d2���j�7 ��d LOAD CASE($) Standard MAY. 10. 10: �A j Job I --FT f —US 6; Trr A1G P -00F TRUSS STOCKld�ho Falls,1r) s'm--43, Erna 1 r NO . 523 f . QtyPly '` 1141- 11J R(I D) H . ..� _ .. _ __ Job f r i .F , IM2Y 10 10: 3 0: i't -2 6o—s "-4ma 14-408 scale = 1 :4e,7 4x4 MEMO" mmm s,oo 72 7 *10-8 -- 0ft-r `° �c 21 20 19. 18 17 16 1543xb -Z:�% LUMIReR TC)p CHORD 2 X 4 8 P 165OF 1.6r; SOT CHORD 2 X 4 SPF I 69OF 1O.'se 0THr;R5 2 x 4 SPF Stud/Std 3X4 = 26 -10 -mg CSI TC 0,73 DEFL in (10c) FJ C 0.61 Vert(LL) n/a Vert(%) n/a IIIHorz(TL)(Matrix) 14 -- -- - -- _ J.. -V -1. V BRACING TOP, CHORD -- i/defJ Lac! PLATFS GRIP gra 899 Mi20 1971144 n/a 999 nla nJa j Weight; 107 Ib Structural wood sheRthing diroctly ap lied or 10.0-0 Oc purlim. Rigid ceiling diractly applied or 6RO-0 REACTIONS (Iblsize) 6/25-a-io, 21=222/28-0-0 2086t25--op-0 26 n43 S/25 .0 o 9 1 2 2 2124, 0,, , 18=19IY- � 115 - 14=43G/2S-," ,Mm r Harz = (foal case 7) Max UP lift2l (10 237--22(l 0a d case 7), 24m.1 0600a d case 2 26=127(load ), 1 a d case 1 4 �� d case 1�oad case 2) Sly 16hh-F-29(foad case Max Grav20=498(102d case j foa case 2), 22`20000 case 2), 231m400(j0zd case 16 724=258(load caSe 3)F case 192332), 7400(loaocase ) 1 "- - q 10=296000d Case 3), FORCES Maxirnum ase 410.897(Joad case 3) Corn press ion/MamiM um Tension TOP CORD 14=41/438- i , 9/372, 3--4j1!!!0/398r 4-5=0/392i - = /392 4`7 0/3051 7.rol 401389 BOTCHORD 91-10013923 10 11=01398,11-912=pq7/372y -1f f 145=433/63r 433192, -244 /22 -23r= -333162t 21%22m-333182 1 9-20;;m333/62F ISA9=43=25 17-18=-9333/62j 16 5 2D-21="333/621 WE138 13-114=433162 - 1546*4331625 7 -20=P -42610F 9-21 �-294/461 61-22mN"248150� 4*23=..3161601 3 , -24=ml W-2143 948=4481503 1046=031G/80, 11=15=42214,27 12-14!7-4611174 24S=-6111733 TSS 1) Wind, ASCE 7-98; SOMPhs h"26ft; In tOrf r zon e,, LumpP' Cate flip i 2) Truss in fop In thO face), see MiTok " Standard Cable End Detail G5 On Y. FOr psto Wind (norma -1 to 3) TCLLa- ASCE },# Pf=35310 P9f (flatroofsnow),Eyp F pully Exp, 4) Unbalanced snow 100ds have been Consfde 5) This truss has been designed for a 10.1 red for th1s. desjgn, Co mqed on page 2 0 P-Sf bottom- choro live load n o u.. . � �ny o or live -104 LOADING (psf) TGLL SPACING (Roof Snowa 6,0} ( Plates InIt!g�e I� S TODL 8,0 I Lurriher Increase 9.16 OCLL 0.0 ROP S#relss 1ncr NO Be% 810 � Code 1RC2403lTP12002 LUMIReR TC)p CHORD 2 X 4 8 P 165OF 1.6r; SOT CHORD 2 X 4 SPF I 69OF 1O.'se 0THr;R5 2 x 4 SPF Stud/Std 3X4 = 26 -10 -mg CSI TC 0,73 DEFL in (10c) FJ C 0.61 Vert(LL) n/a Vert(%) n/a IIIHorz(TL)(Matrix) 14 -- -- - -- _ J.. -V -1. V BRACING TOP, CHORD -- i/defJ Lac! PLATFS GRIP gra 899 Mi20 1971144 n/a 999 nla nJa j Weight; 107 Ib Structural wood sheRthing diroctly ap lied or 10.0-0 Oc purlim. Rigid ceiling diractly applied or 6RO-0 REACTIONS (Iblsize) 6/25-a-io, 21=222/28-0-0 2086t25--op-0 26 n43 S/25 .0 o 9 1 2 2 2124, 0,, , 18=19IY- � 115 - 14=43G/2S-," ,Mm r Harz = (foal case 7) Max UP lift2l (10 237--22(l 0a d case 7), 24m.1 0600a d case 2 26=127(load ), 1 a d case 1 4 �� d case 1�oad case 2) Sly 16hh-F-29(foad case Max Grav20=498(102d case j foa case 2), 22`20000 case 2), 231m400(j0zd case 16 724=258(load caSe 3)F case 192332), 7400(loaocase ) 1 "- - q 10=296000d Case 3), FORCES Maxirnum ase 410.897(Joad case 3) Corn press ion/MamiM um Tension TOP CORD 14=41/438- i , 9/372, 3--4j1!!!0/398r 4-5=0/392i - = /392 4`7 0/3051 7.rol 401389 BOTCHORD 91-10013923 10 11=01398,11-912=pq7/372y -1f f 145=433/63r 433192, -244 /22 -23r= -333162t 21%22m-333182 1 9-20;;m333/62F ISA9=43=25 17-18=-9333/62j 16 5 2D-21="333/621 WE138 13-114=433162 - 1546*4331625 7 -20=P -42610F 9-21 �-294/461 61-22mN"248150� 4*23=..3161601 3 , -24=ml W-2143 948=4481503 1046=031G/80, 11=15=42214,27 12-14!7-4611174 24S=-6111733 TSS 1) Wind, ASCE 7-98; SOMPhs h"26ft; In tOrf r zon e,, LumpP' Cate flip i 2) Truss in fop In thO face), see MiTok " Standard Cable End Detail G5 On Y. FOr psto Wind (norma -1 to 3) TCLLa- ASCE },# Pf=35310 P9f (flatroofsnow),Eyp F pully Exp, 4) Unbalanced snow 100ds have been Consfde 5) This truss has been designed for a 10.1 red for th1s. desjgn, Co mqed on page 2 0 P-Sf bottom- choro live load n o u.. . � �ny o or live MAY.10,2005 Job Q2950 a .r O CK i 10: SJ2AM +A2 ROOF TFiUSS COMPONENTS. -IF, fdaho�Filifs, ID 83403,1 - 2-qj 4m 8-1-113 C-.1.10 NO 522 P. Oty ply ..fREX GF200 F; Feb 11 200S PoiTa-k- 10 }May2006 Pa I 4x6 = 5,0012 4 F-1-10 6-7-1 - A 0 28.9.0 2-'I.4 8 G8 10 m 1 qM 62.2 j k-0 t -1-4 i 14j- ,8 71 3X8 — iul Ax6 = SMI LOADINC (pt;f) ALL 35110 EFL (Roof Snow U.10) PlaWS Increase 1.18 TC 0,43 Ve rt(�L -01,13 DL smo Lumbgr Increase I -,IS De 0.009 Vert TL .0 2 BCLL Rep 0,10 Stress Iner NOWS . dIR020031T.Pi?4 h(TL 01,0- L a LUMBER TOP CHORD 130TCHORD wE13s REACTIONS 2 X 4 SPF 165OF 1.S6 2 X 9 DF N0.2 2 X 4 SPF Stud/Std *Exaope W2 2 X 4 SPF ?BBQF I, -SE, W2 2 X 4 SPS 1680F1.60 (lb/sIze) 13c2388310-5-8, 8m2839/ong-a Max Hnrz'f3=63(1vad Cil$e 7) Mix Upliftit3=414(Ioad Cade 7), a=•233(lQad case $) lax Grav73=4007(laao case 2), 8=373{Ioad Case 3� BRACING TOPCHORD 4X6 BE P-12 LO] 2 x4 II JX4 l.0 F r� a IIde'FI '998 :!"989 n!a �'�.rATES VIT2Q GRIP 19'7/144 StrUcturAl WAod 00athing directly applied or 64-0 00 purlins, Rigid vellIng directly applied. or 704-Q oc bracing, FORCES (1b) "Maximum Comprasmian/Max1mum Tonslinn TOP CHORD I -m2=412319912 -3=4503/450y 3r,4=m3993/362,4?-5=-3993/362 BOTCHORD1142a.40S/ W513S -- 49381 1 1 /y -j -;9,2/438: x /474, � � =, � 1 17-8=411474 a 2-12--2886/27-7, rwj r -w1 j j-41=4 0311 - s 0--9;7m.263139433 - -2026128' P NOTES 1) 2 -fly trusr; to be cvnnecxed iagefiher with D31"X3�' Nails gs follows,. Top cnari$ connected as folloWsh. 2 x 4 . 9 raw at OF -9-0 or,,Svfitom ch 0 rdS cannectecf as faf lows; 2 K 8 - 2 taws at 0-9�0. vc, Webs connocted as fvtiowia: 2 X 4.1 raw at 0^9.d o�, 2) All loads Ira considered equally applied to all pil�, except If noted as front ��j or hack (13)�$�� .n ���L�DAD CASE(S) sectiar�. I��y �o ��y conr��ct��n� have bfien provided to di�fplb�#e �r�1y la���ot�� a�(F)or (B), unlens ath+�ruvlse ir�dioated. 3} WInd,F ASCF.7-99; 90mPhff h=2�ff; TCDL,-4,8psf1 BCQL"4a8psf� Category II; Exp C; enclosed-, MUVF'R5 Interior xone; L4mber DSL=1.33 plate grip D04=7.33, 4j TQLLJ AP4C- � KnXG P0 (flat roof snow)Exp 0; Fully exp, �} Unbalancad anew loads have been considered) for this design. 6) lo3dslTh1z true hay bAAn designed for a 1 Q,Q Psf bOttOM ChOrd We laad nanconcrirrant with any vfh�r lave 7) This trjss requires Plate inspgCAlon per theTooth Count Method when this trPas is chosen for quality Trus FT111 WaSO �M ROOF TRUSS .I �ToCK � CC��APONPNTs-iF �IdEric—��� Fad !!sQ 83 03, _._ . 523 PR QtY Ply RE Fr 4k%VJ(1)H T i _ f LRafenan�a C ' ���ii-yy[ ID 6-20-0 Feb 112005 Mffioklndustrlaa,�Page -10 r.1 0-8 Scale = 1:79.8 4 1 950 11 40 L&AP 7110.1; LOAD] No jpsf) TCkL 350 $rr�sw�35.0 Pl�te� InGr�a�e 9.�l� T� 0�7'� Veli �L -0.��DEFL In (�_�lldefl Lid PLATES� I ��� �a�o �nT�o (Roof CqL Std Lumber increa�ip Ihis SC 0,119 V��t(TL ,�.D4.5� 1a'7114d C�CLL 4�� Rop $tres� lncr �'ES IIB Q,�� }�orz(TL) b.OQ 4 n$� n�a BCQL - - 8.0 � Coda f RC20g31TPIa082 (Matria�� Welght� 29 Ib 13RACING .. I- - TDP CHORE) 2 X 4 SPF 'I650F 1,SE TOPCHORD S�ruct�aral wood s�����,l�g d1rectl'�o� 6.4-6DT' CHORD 2 K 4 SPF'i65OF 915EY lied Pp D V1fEBB 2 X 4 SPF Stud/Std oc purlrrm, BOT CHORD Rigid ceiling directly applied or 10-0-A ac bracing. REACTIONS (1b1sj7_e) 4"247IMechonpca[, 81,94210-5n8 Max Hera 8!nU(lvad -case l) Max lfP11f9=41(IQad case 7b 5-46(load case 7) Max Grav4=300(ioaO case 2), 6=789(joad case 2) FORGES (1b) , l4+faximunl COMPMs3i0n/iViaxIMU fry Tension TOP CHORD 1-2=-103110F 242-1711$$ SOT CHORE) lj-5=41122� 4.8=981122 WEBS 2RN5=EG99i83P 34-"-3G3I56, 24=�'124fj D0 NOTES 9) Wind! ASC� 7,$8, 9Umph, ho��;ft; T�DL,�4.sp��t BCD - 3 Category 11; Axa cl, anclvsea; nnwFRs interior zone, Lumber Doi.=i,33 pate grip 00L=7.33. 2) TOLL: ASCD 7m98; Pf-35.0 psf (flat roof snow); Exp C; Fully Sxp, 3) Unbalanead ancw 10ads have been cotlsic#ared for this desFgli, 4) ThIs truss has becil deslened for a 10,O psf ba-ftvm cord live load nancvrrcurrent with any other lire load. 5? Thle; truss requires plata PnSpeCtion per tete Tooth Cnurrf Method w on this truss i� cl�a�en far quail ussur2�e� inspectlon, ty B) RefOr to girder(s) for truss to truss connections. 7) Provide MoChanlcal cvnnection (by others) of trr�sg fo boaring pl��� cap�a�l� of wlth�ta�tdi�� 5�1 !b i� �i#t �t jaint �4 end ,251b uplift atiai�t �,Lip lift TR802.10,� ancl reforeneed Standard ANSI/TPI 11 his truss is 4erafgned inaccordance with the 2003 Internalional R+�,sidenia! Cade s��tlr�r�e� R�S0�.�177 aT1C! L CASE($) Standard MAY. 1 0 2005 10: 3pnpH Q�9�0 � STACK _T_r iio' 9 Tru A3G FtdUF TRUSS COMP EN"TS-!F, IdOho�Fails, iCi 83403,�Eric��_...._.___. WADINC (Pso TCL U1.0 (Roof SnowA3g.Q) TCDL 8,0 MCLL 0.0 LUMBER TOP GFJ(7Rp 80TCHORD was$ DTH4RS REACTIONS NO. 5 2%]D P, 6.200 Feb 1 1 00 6MN' ..,. 1 of rfe�, I. Tue May I a� 1 1 7f -I D-8 n SPACING 24,Q Plates Increase 1,15 Lumber lncreasA0 04 cF/ 1C:yS mLii Nu Code IRC2003/TP12002 2 X 4 SPF 16sor ilsE 2 X 4 SPF 169j)F 1,5r= 2 X,4 SPF StLicffStd 2 X 4 SPF StudfStd 1. 6x4 f 7-10-8 7m 10m8 1 DRFL i (1100 BC Q.QG WB 0110 (Matrix) vert(LL) n!a • Ve FE Worz(TL) BRACING TOPCHORD GOT CHORD OhIsiZO) 5= 217*1 �SnJ73/ _81 7'-""-9 rlN Max Ho i "11W CiAse 7) 0 Max UPINVU-112(load cas-e 7), em-1-M-25(foad case 7r-!!48(10ad case 7) Max Gravl=1194(load oago 2), 6nj�Q(joacj raseGa262(load case 2)y FURCES ON F' Maximum cOmPressionlMaximum TOP CHCFZD j_2!'4_7Sj9rG, BOT CHORD WHE I 34=,m53132, 4-5=-107f2O WEBS l-,7 010, 0/107 &8=010 1 430179 7.5x4 II _" ;-- --- - Scale = 1;78.2 � I 41d KATES GRIP 999 T20 197/144 n/s 999 ria n1a Weight" 4 ab 3tructLArial woad sheathing d1rectly applied or 61,0-0 oc purlins, Ox0pt end rrerticals. Rigid ceiling diractly aPPl,od or 10-0-0 ac bracing, 7=482(1oad case 2) NOTES 'f) Wind: ASCR ��98; 80rnp�; }�=28ft; TCD��d.$�sf� BC[7L-4.8p&f= C4090ry Ila Ex C, en���sed' infarjnl" zqne; lumber AQLa'f,33 plategrip 00L=1 F33. � , MWFRS 2) Truss do,51g rred fo r wind laads in the p la no of thP tru ss only, FO stuffs Oxpased to wind (norrng! tp th� face), see MflTek "0able�tand�rd end Qetai�,t 3) TCLLP ASCE 7-88; Pfm35,p psf (Flit -roof Sr�e�y), Epp C; dully Exp, �oa�� �au� b . 4) Unbalanced sno��� cansidened nor Ws dimsj'gn, 9] This truss hqs been designgd for a 'l0.0 p�f Ioads, bottaM chard [!Ve load noc��t ��ourrent with shy Other live 6) This trUss requires pfsfe inspection pOr the Tooth Count Method whin #hip tree i� cho��r� foa�s�u►'�npe ir►spe¢tfon. 'T) Gable reWas cQntinWvus battvrn chord beaTing. 8) GAB] 6 006 OaCed at 200no 6a. 9� P��vido mechanical connection PY Others) of truss to bearing Plate capable of witt��far�dir� Joint �, 2s tb �,p�rft �t�o�r�t � ��d 4� I� ��Pift ���el�i �. 9 Ib �pllft �t 90) This triss is deslgned I�f aCC orda n�� WifeInternatinn�l �ss�d�n#�a! bode sec�inns R�0�.1 P-802.10.2 and raferOncad standerd AN�i1T`P� "!� 7.�1 and LOAD CASr=(S) Standard Joh tru �G Q�95D jB1G RaQFTA1Jst STOCK � M6IyENT&-IFS Idaho Falls, ID�92403 'TP -S•4 NO 1, S23 P. 9 QtYply j �-� 49b ReferunpR #lonaG Fab il 2005 MiTek lndUgtrio�, inc. ''_ l).1. _ -Tue_ ■ a 3! ; 0 Q page � 16-41-8 7.8 41- 7.8 Scale = 1:26,0 1-10-8 15-4118 4M,zz� P Mb LOADING PACING 2-C�[� �Sf � DEAL000 TOLL 3g.� S � in iJd PLATE (ROOf S[�aw=3�.Q) Plates lr�+crease 1.'f6 TC 4.53 VertLI- n[a � GRIP TGOL Lur�ber Increase ��1� � �C �, � � � nI� ��� MT20 1�'Tl7�4� 6GLI� 0.,� 4 Rep Stress Incr {yp � Vert(TL) nla n1a e99 J Code �RGg4Q3JTF'���0� �B �."�3 Horz(%) �0,0'! 7 rrla r�ja LUI�BE� .. - --- .._— - , �., �(Matrix) _ _ ,._ _.�-- ... Weight -'44 Iia TOP CMt?RQ 2 X 4 SPF 1050F 115E 130T CHORD 2 K 4 3PF'1690F I 6� TOP uCturawood sheathing directly applied or 10-0-0 OTHERS F 3i 4 SAF stt4dlStd oc purlinl?v- Rigid �Q7 �CI�DRD ceiling diractlY Opplled or 6-Op0 aC br8ojng. REACTIONS (Jb/s.lze) 7=21113.6,,o 1 QeA�SI� ���-�� 7 7 �'I ���� 3■$-D� ��37d1�i 3RD -Q, 9-1 $gll 3^e,0, Max Harz U=F-31(10ad case S) MaX UPj611fj7=Fj 14fload Case 2)3 lift-24(laad cage 7), 12=47(Ioad ease 7),19=P -14(1021d case 8 B=-�6 loa d case ,�Ifs�c Crav'�.-151(iaad case 3)1 9f�=�iQB(faad cag�-+ +�), 1'I=782�a+��d case 2), ��-549(�oa�cf ca�e��}, g-��4(lo�d c� e�3 �� �ca�e 3j�, 4 8(Ioad 'FORCES Vb) a M"IMUM C0MPrPt8:10n/Maxjmum Te.nsion TOP CHORD Tm2=w33148G, SOT0/4ogr 54-0/4040 6-7=m26/410 142=369143111-12p--.469 _ #� + WR$3 -=4591S, &11=419143 y 940m...390/371OP-9=1m369/37) 74=30/37 F 11 /6'x, &9=-243/433 6-8=-1373169 rvorEs I} Wind, ASCE 7-98; 90mph; h=29fE; T0QL,=4,8psf; gco�,�4.BpsF; Cat+��ary Ef; exp �; en��os�q; MWFRS Interior gone; �.umber DDi.�"1.33 platy drip pDL-'1.33. 2) Truss designed dor wind I024s in the 011ie of the truss only. For study exposed to wind (normal to the face), sao MITek "Standard Giab[e End Datall" 3) TcL�; AseE 7.98; PP --35X p,�f [flat roof snvr�rla exp c� �„��y E��. 4) Un�a�ana�d sr�Qw �v�d� have been +car�$idn�raaf for tf�ls design. 5) This truss has bAen desIgned for $ 10.0 ps€ bott�m chord lir++e la��� nonann�urre�# witi� ar�Y ether live laad�o 6) A1! plates are I.-SX4 MT20 unlesa otherwise indicatod. 7) Thi's truss ,tequirgs pl$to inAPOCtlon per'the Tooth Count M�thod when this truss is chase for uali assurance inspection, q ty 9) Gabit studs spaced at 1-6.0 oe. 9) Provide mechisnicaf cannectlon Eby others) of trLISs to bearing p��� c�pabl� o� withstanding '��14 �h u lift a joint 7, 24 1b uplift at joint ��, 4� !� uplift at�aint �2, �� lb uplift at JOInt 8 and 46 lb uplift At joInt g, p � 10) No" Standard bearing conditian. Rfwlew required, 11) Thia truns It; deigned in acrordan Pm W1 ti1 the 2003 Intern 7tiona I RasJdential Cad e sections RG02,91.1 and 0 aAA%d %R 090 ffe rence d standard ANSYTP 11 10:34AN Truts f r OOP 1 Us STOCK 6bMPdkENTS-Jf, Idaho 1, 10 93403, Eric 9 -0mil 6-0-11 il:q�-10 6-4-14 ISM10-18 -4-1 ...�._. , 523 ■ I ,yob Reference. (�Ati,Qnafj 6�2OQ s Feb'�7 �aQS MiTek IidustTie�, Inc Tues May'iQ��,$p;22 2008 4x6 = 6000172 4 1_p A4-1 27.8.E 514 1 ,.D ,P-11 Page 1 Scale = 1:58.9 1 6xG M1120= 3X6 -;�� 2-14 R-1 Paw 6-7-1 12 8 X4 = to a ffaetz r W V 'o ri:1o%4micXAdeJ1 1'I J rJL I... — .:Fa _ • __ LOADING (Psf) T �L 3510 (RoofSnow--35,0) T L 4 e BOL4 0.0 BODL .840. i-1Na 10 3X13 — 64 30 = R- NO. 3X6 ,�"►"��--I r4 L& LrrV .90 Rr �w1 '�: DEFL In �/i� PIA��S lnIP cr+��se 7,�t5 � TC �.8s ��a�t�L�.) -�.�� �1-1� a999� X40 M ��PLATES ��! �,� Lumber increass �t.15 � so 0.63 Vert(T�.) -D.33 9'i-72 �9�4 �$p j1MI��� 197!144 Rep Str�ss tncr YES � 1N� 7,04 Morz(TL) 0,79 � Wa Code IRC2003lTP12002 (Matr[x) - - 131 -- WMBER TOP CHORD 2 K 4 BPP IGGOF 1,5E OOT CHQ RD 2 X 4 BPF 1660F 1,5E Weg$ 2 X 4 SPF Stud/Std REACTIONS 8-`+151310^4^O9 Max Nora 13=02(load case 7) Max UpIfTjB�-57(lvad case 8), 13=4 I B{Inad case �} M2X Grav8M1833{load case 3�1 13=1780(102d cass2) vveorl FIRACING TOPCHORD Strortural woods heath In cf]rectjY ,%Pplied or 4•3-7 00 purling, mxcapt IRnd vertiaals. BOTCHORD Rigid ceiling diroctIy applied ar 70-0-0 no brac[ng, Except; 6■0.4 oa bracing. 1*'13. WESS 1 Row at midRt 2-13 FORCES (1b) * MaxiMum COM esulon/Maximurn Tensi on TOP Omofm 14=4913481 24=:-2402/170 34=-1857/149i 44=4869)150 ROT CHOR 7-8=F.313137 G39 0.7 -m -362125o 12121 3 11- n-91 6/2061, 1 Dal l r. �' 0 6 =- / - 2-42==180/142, 3*1 =0 243 �A r 1a , 949 243=m2763/2411 --2151/159 NOTES 'I) Wind: ASCE 7-98; 9Qrnph-0 hti25ft; TGDL=4.8psf; BG0L!!*8psf, Category II; exp C; eclod; interior atinia; �.uinnbor OCL -1.3j plane grip QDLmlm3S. MWFRS 2) TALL; ASCE 7-98; PP-16rO psf (flat roof srroW)Exp CS Sheltered 3] Unbalanced snow loads have been cQnsjderea for thIs design, 4) This truss has been designed for a 40,E psf bottom chord Ilve load nvncancurrPnf with any other live loads. SII pr.-Itcmi -%rQ NZ724 Rf-Atipma WnlQ9a Ctherrrluv �ndivatao, s This tri4ss requires plate inspeCtiOn er the Tooth Ct. uahen t s truss is chosen for quality 05surance inspection, 7) Provide mechanical connection (by Others) of true to be�r�n� �f��e �ca joint 8 �pab�0 of tMlthAtanding 97 IES uplift �tand 11� lb �pf�#t a� joint �3. Continued on page 2 . 1 ■ 2005 10: 6 Jo�r..... ....b , _.. __... i� pa CIG ROOF TRUSS Eric - 16-10-8 - ----Ary 0 11 F X112005 MiTe k I nd u!3trfes, I no. i d- -+ FF +r\�Li - - ----- � iobReferencg_ �otionaj) :30!22 2005 page Scale = 1;58,8 vv ss s[ 31 30 29 2-8 27 26 2524 23 22 27 20 1918 30 = 17 LOADING jpaf) 2-0-0 TOLL 36.0 Plates& Increase 1.1r, TC �.�� DEF4 in (Joe) Ildafj L/d P�.ATES GRIP (Pl3of snow=3910) �urrtber Increase 1.15 11�rt[i,l.� n1a -�1ia 999 MT�� ���`1�44 TCpI� 810� �C Q.�0 Vert�TL) rtf� - nl� 9�9 BCLi p.0 Rei Stress Incr NO V118 0.�� � Htim(TI.) z0,8'f 9S tufa rola PCDL ��� .ode �R�aoa��rPr�ooa �mat�ix} _ --�-----... Welpht; 733 Ib LUM13ER "TSP CHORD 2 X 4 SPS 165QF 1,6E BRACING W�Ss B+DT CHQRd 2 X 4 SPS'h65pF I.6E TtJPC�iC�RD 5tructural wood sheathingdirectly applled nor 1Dr0'0 2 X 4 SPF Studl$td BOT 'CHGpurling,cc �ept end ��OT�E�S � � qSPF Studl�td ���U iGf���� �C���� applied or 6-4-0 V a bracing. REACTIONS (jb/sjze) 18-n728129-10-8, 27-276l29.jD-8, 28=21Q129* 3't='l88129w'�a-8, 32-229I2Sr10� a ��^'�' �8'��2I�9•�0-�, �4=�D�12S•'� �-B 2��� � �� �3 'i aGI29-'1'Q-S, 34-353129-'� 0-8, 2B=*�'i 01g3-'� 0-8, 44I�� �v•8, 22Tz04129-14-8, 27-�04l29w10•8, Max Horz 34,83(faad case 7) Max UP11N8=n197(1cad case v7)1, 29=-932(load C2e 737=31ilaad cas�32;�3Q�.2g(i0ad Case 7),��load 7), 33=44(joad case 7)1 34"40oad cage 8), 26-•25(1oad ca�� Sj, 20.32(1aad case 8), 22=t129(I00d cage S), 22n-3011oarf c��e 21^-300oad came 8}, 20--27(laad case 8), 19'-'41(load cage 8) Max mravla�78(load� case 8}, 2�rw29o(road case 2), 29k* (0a case 2)� 2$=293{load cas� � 30304(Yoad case 2.), 37=288(iQad case 2), 32433(loa4 Car�e 2)1 33=1 580oad casig 2'}, 34=924(joad came 2), 26a311(lbad ease 3). 24m29B(loac� case 3), 2�=2$8(land case 3), ���' ��B8�load case 3)� 2���9�{fn�d case 3�, 0=306(joad Gasp 3), 49=271(load case 3) FARCES (1b) - �M��lmum Compress;unlMaxlmurrr Ten,sion TOPCHORD 1-2��841232, 24=•371188, 3-4-4/2141 44a01208, Sr0701209E-7-41208 7-8110�21� 8-9=01202 9-14�-2'7!'i06l 'I 0m'i'I=*221'i 11"12=ff23/1041�4� 1243=,43/164, 1344=4211941'I4-'! 5=431164 � �,'� 6� 'f -441183a 1 6-7 7=n7211 86, 1748=481122 130T CHORD 1-34"'w146167, 331*34-14 81S83243g;446198 ��61�$ 3I��28,2 '" �� 2949=4461684, - f��, 28-U=4461689 29-26--9146.158e 24s26=448/58A 23r2$=446,$8, 9WESS 22-23m.146[580 21+22=w146188, 20-42+=.14687 19-9200= fi4B158, 18-19-446l588-27n-298148m28=•�8Fjd37.29-�2S9f5"� 3 2w34=,319/36s 10��14$, 5-3'=r262l88r4421!-28j/4e714�� 3.53=1 9 8l60�-"��!11-24%'F-263M,6Qi�� 1 6&20P -274149, 161 9=429166 12-23!!!-2G0/48,13P-22=v2GG/49T 14-21mp-2e31491 C011finued an page 2 NRY- 10. 2005 r 3 Jai; TrUSS Qty pit. MY REX -m14-qijR(1D)N I I ROOF TRUSSSTOCK COMPQNEN f T� t Idaho .li s - •- , �. ... _ ....� ... ,..J _ rnce LOW),.6 IL 0% — — , Cniall am Lm 0r8-1 L -9J -0_1 IS -10-18 61-0-14 5x6 A n 0 6-3m 9-4-10 P.1 10% �naustrlas, Inc. Tve May 1 D 10'30 -'24 2005 F'aq@ -'! 31;7.42 6-4-10 Scale " 1 ;66,1 10 15' 1413 12 6ke �� �x3x6 '� 7 D �4 -= - 3 x8 �, 3x4 6x84X5 7;�-* 3xe I Ax4 %Z:� = 9-1-2 1 ` 7-7-1437-9-0 1�6 0 ffso i i ...,�..�, . i;0m, me,...=,# � °!� i �� �,� a, w _.,.. �� �.— �...• .. ._. LOADING (psf) ��aa . U 35,0 2-0wo 1 T in (loc) I/defl �jd (Roof Snow=3&o1,15 T 0.79 Vert(LL) m GRIP TCDL 8.10 Lwmbcr Increase 1.19 BC 0,Gjg. vert(IrL240 MT20 1 §7/144 BCLL 0 ro. Rep Stress Iricr YES WE 0.92 T ) vOm35 14&16 >999 180 _ ADL !_ r IR020031TP12002 Matrix Horz(TLL) 0106 11 n/A n/a LUMSER - -- "M IL- Weight 162 lb TOP CHORD 2 X 4 SPF I 660F I 45E 'Exopt,' BRAOING T1 2 X 4 DF 2400-F ZOE - TOP CHORD Structri ra i wood 5 h eath i n g d i ro, ctly 0 P P1 led o r 3.911 me SOT I) 2 X 4 SPF l suP UR �ExaeptO znr% oc purlins. 312 X 4 F 240OF UEmo 0 i1 applied or GmOmO oc bracin WEBS 2 X 4 SPF Stud/Std *8xc@r%+w 'EBS INowat i ' WEDGE WS 2 X PIF 1650F I.Gr! fog, -.eft; 2 X 4 SPF Stijd/Std REACTIONS(jbj$jZLm) 11=213710m5ma� Mak Horz land cage t) M2X UPIM11=-420(load aaaa 8), 1 G=rvl21 00a� c2Se 7)p 1 O=F,213(laad case 2) Max GMV11=2289(losd ca8o 3), 16=212600ad cAse 2)j JLO=312(foad cago 3) FORICES (1b) m MaXjMum C0mPr08Gi0r1/AAQXiM1jm Te s-mion 242111 ,wr8ka-165711 m m 4 -mI F m =-43/63 ► '� - � BOT CHORD 19-160k we8s 10-111=422161, Oslo= -43V65 2-1 Sn-3 Soil 27, 449=0/419i G.14=, 841=42031179p wlG=-32391255 810=m87/476 NOTSS 1).WlndF ASCE 7-B8; 90mph; h=25ftv 7GDL",Bpsf, BCpl=4.8psf; Csteqory il; exp C; AMC[osed, MWFRS Interior aarre; �.umbor DOI.-mj.,33 pl�t� grip Do�=1,332 2) TCLL{ ASCR 7,08" P���W�7 }�sf �f�at roof enaw)i Zxp d, Fully Expe 3) Ujibaian,ced snow lands have been consWered for this deslgfl. 4) This trtsa has pion designed for a 10.0 Psf bofformn c prd live load nonconcurrent wfth any ether live 6) This tress requires plate inspactivn per the Tooth Count Methocl r�rh�n th1� #ruse is �ho��n fora�ssurancO inspectivn.�y Continued oil page 2 MAY F 1 ■ 2005 1 0 : 3A 4 029670 STOCK ru D10 ROOF TRUSS COMFONENT84F, I dih Paha 10 83403, Eric 7--1. 13_0-1 7-1 5-9-1 6,00fXqTi::;; ...--. .__� • _. ,__ _ NO. 523 P. 12 RrX 34014-1 IJ R(j D)H i i 'Job Raferonce (0 110 MI Q s Feb 11 2005 iTo l u f- ��� I� TUB a ���-..•� 5109-14 7- -1 1:76,7 6x70 U 3x8 �� 4x 1 0 \\ NO 6x6 = %Por,ALkV 3x8 i I 10-6-14 8-1 WA 3x4 = i p 1 n.a 14 13 12 3x6 = 3X611111101 3x8 = 27-7-5 11 109 4x1 2 zzz 3x4.F- US ti� 1 37-9.1,,D e r F Attitl Als ) 01 0 0. . 0 1 m __5.1' f . _..#_�� mow. _ --r-y LOADING (P,%f)- .. } ., ,y �._— TCLI, SPACING 2-0--0 In' (loc) j1defl (RoofSnow=35.0)1r8Vert( TOOL Boo Lumber Increase 1.19 Oc 0580 Vary TL) 99 240 LL r FZ1RP Stress, Inc NO WD, Hor�:(TL) 0,14 10 r1/2 1114 BCD A I-ROZO03/TP12002 (Matrlx) TOP CHORD 2 X 4 SPF 'IB9QF'I.6E BRACING BOT CHORD 2 X 4 SRF 1650F 1 �SE TOP CHC7Rp V11ESS 2 iC 4 SPF StudlStd OTHERS 2 X 4SPF Stud/Std 8�,� CHQ�v WEBS Loft: 2 X 4 SPF Stud/Std R5ACTIONS (Iblaim) 1=18T6/04R8, 10=78614,5-8, Nlax Wort 1-41(1oad case 8} Max Uplafti�-118(laad ca�ae 7)► 10m-670oad case �j, 91111',14B(lod case 2) Max C�rav'l-205q{Ioad case 2)� 10=2109(load case �), 9=268(load case 3) Weight: sae m tru lu ra r woo cl ages th in g d 1rectly oc purlins, RigicI cei[Ing dirsiCtly appllpd or GF -OP -0 oe brac. I Flow at i d t ing FOROES (1b) a Maxlrtnum C'"PressiOn/Maximt)m Tension TOP CHORD s 45612181 - �- 085/1 �-s = X19 2441/171 SOTCHORD 1%16m -2721369s; 14F-16=mIS3127323 WEBS 106-110-101119VI 5-j0=m50qj881 Sh-jawmG1732; &13=6131;2115756m13=43/9835 4 �-7 , 7.911 014771 v l -- ' 207I ) NOTES 1) Win d q- ASCE 7a.92; 80mp6; h=25ft; TOD�,Qq��,���f; BG�L=4.����; ��t��vey �I; exp �; �n��Ds�d, M�NF€iS intgrior sane; �.�mber DpL��,3� plate grip D04-10331 2) TriZqp. designed dor wind 103ds In the plane of the truss only. Fflr studs exposed to witld (nOrMal to the fac�, see �E-�,�k "S mtandard C3Oble End Detail,, 3) TCLLik ASCF- 7.!9R; Pf--M4 def (fivit rvi;f .now); Exp Ci Pully ExPw 4} unbalanced snow loads havo beer) ,consider9d for this design. 6) This truss has been designed fc)r a 70.0 psf bOttem chord live 10Ad nan+concurrertt in any nter live loads, 6) All platos are 1.5x4 MT20 unless Otherwise indicated, Continued on page Job 22950 GOOF TRUSS STOCK 50'MFi6NENTS-JF,sho z, - - it 3x6 - 17 5x10 = I 5.00 12 3. 0 9 FT -'w� 30 5 y r-- 5x5 - W7 .•i • NO M 523 P. 1 Qty Ply REX � i 1 bROforanc-To r f r� - -Fag's I - '� �f q 2008 fi4 4X4 3x8 SX6 -� 8 4xG -:z� wo 13 6X8 MT1 8 hl:;z ,9-0 -0 11 Scale = q:74,3 12 SX6 M]12� 3x8 -Z�% ��•0 9#7-4 16-10-8 24.024- P-12 39��Ro _ • a 1 7'34 PIa4cWjss}s�7.3,E 7-3-4 9-2 -1i �Q4-�� [17rFOR5-0.0-42-41 LOADIN Tc�,� (PS��,Q $PAGING 2•Dqq0 ❑�'�� �n (100) Vdefi old PL�,T�� DRIP .. (Roof Snow=38.0) PIa�g Increase �!.'�5 TO 4,�� 1 Vert(LL) -0,�4'I�� TCQL 8.0 + L�I�be� Increase 9*18 BG 0.77 Vert(TL) -p,6i'ia,16 ���'i 'i8Q MT16 >988 240 20 7871'�44 CLL 010 � ReP Strop$ Incr YES W8 i�.96 r '18� �1 ph Hcarz�TL} Q.�� �� /'f97I944 BVQL _,_._.._UrL� Code IRC20-03fTpI2002 (Matrix) nle� �ii1a M1120 1$71144 LUMIRER -------Weight: 148 lb TOP CHORD 2 X .4 SPF 1860F 00CING -. BOT QWbRo 2 X +4 SPS 16,50P 7,5E TDP CHORD Vruotural wood sa r�c��y g�ppli@d or 24-0� WEBS � X 4 SAF Stud/Std *Except* o� Purfins, W2 2 7� 4 SPF �16�5QF I ,6E, W1 2 2 X 4 SPF '�Sb�F ,SEs WE13S BOTCHARD Rigid ��ilin� directly appllod or 4104 oc btatlng, ? Raw at rm Idpt 4o1718-13 REACTIONS Oblsize) 1'�--js35f0-S•$; 1-31R�1�?�S■8, Max Hors 17"84(load cess 7) Max V{3i" 7c`-11 0Cr7 O case 7)113=12a(loacl ease 7)3 12ft .-1 1 04(joad cS'3Q 2) Max Grav17-2014(load case 2)1 13=3126(load case 1), 12211(load case 7) FORCES fib.) - Maximum GomprAaslonlMaximj,m T,,,-r�Qn TOPCHORD 1-2:1,14911p 2.3mp.2021321 3M4��79�82�a 4•5=487412660 &6=-.267711:56, 6,7=- 1 894/1613 7-0=M1 338/113 BoT cMoRo 1-1 7=01151, I1P-1 2R,482/B3 12-13=w2004/133 , WEBS 2�17=-041386/920s 4#17 P= -4 0 a 61244s 4v- I 6=-'l3!'183, 516=a9$1282, S .1 056l9T6, 8RPI 5-�42Il 4Q5 NOTES'745=4111014, 7-149=-900184)1� -�00I84, R-1��-�l08, 8-13--30931118,'1D-73-,9351129, 10-12--197(2908 1) wind; Asci 7-9a; �o�,pF,s h=28ft, TCDL=4-,8P-9f,BCa ., intarjor zone;, Lu�nb�r pQL�1,33 plate grip ��,�'1,53.��4����f, C�t��ory !l, exp C; enclosed; MWpRS 2) TC�.�l.; ASCE 7.88; R�F�3g,p p�f (f,�# roof Vnvw); Epp C; Fully Exp. 3) llnbal2n,ced snr�w loads have been considered for thi$ design, 4) Thia truag has been de signec� for a 10.0 psi bottom cord five load nvncar�cu�re�t w1�j� any a#hit live ���ds, 9) All PjatQs are N1TZ[I ,pla#es unleas athnnrvRpA indlGntQd, 6) ThIs xrtjs$ requfres plate inSpectlyti per fhO Tooth Couht Method �rhe� ��i� t�u�s is chosen �v� � assuranco in�pecf;an.q a1Ity 7) Provide mgchanloaf connection (by others) o#truss #a �Aarin9 PIa#o capable of r�ithgtandin ��� Ib s' Joint 77, 123 Ib vptift atlo,nt 13 end 7104 rb �rprift at iai�t 12..� �p lift at C011tinued on page 2 I NO -523 P-14 Trust .� .�- �_� .� ,� Trv"vpe —Xt I WEN-+ H Ljqa _ P f F TRUSS ST6-idK ........ "'� *­" _. r Job Rufarcm COM ONENTS-IF, Idaho .-- I M 83403 Eric 5.20 s- Feb 11 2cat"'(10 p U o n a MiTekIndustries Ing 2.4.0 10. MAY 10 '10130: 2005 'P i.73i - - . ZP6r Scale = 19970,2 I 4x8 3x4 �� 3x4 �� 3x4 3X6 Z� 10 5XI D —or-FER 3x4 NO -10 74 13 3x1 0 = I I 3x6 = 0 24!2 8-7-4 7 6-1 �•8 2-4.0 7-3.4 7-3.4 6, 1,,D30�9-6 35-47-12 3i-8.0 r plate offaiii 4-1 0-G 2,1.4 LOADING (pSf) SPACING 2%0.0 TCLI. 3910 Plates [nereage 'I�'�5TC �in (IoC) �Idet� Lid PiAT�� GRI (Rr�of ��,pw=35,t})0,�6 V+�rt(LL) -�-27 18-417 X998 24.0MT20P 7Ct3L 8,0 ��mb�er Incr�as� 7'15 Be �.�7 f VerC�TLj 4-41 10-17 a�8� � 'i8711q�q� BGLL p.0 Rep Stress lncr YES WB a.�� � Hara(TL,� O.�I� 'i4 nl� �Sl� ��pL S.Q Code IR09003IT'12�D� i (MatrixWeight'll, 162 Its LUMKR TOP CHORD Z X 4 SPF 't65OF '�,�� BRACING Bir CHORD 2 K 4 SPF jg� 5�1,gE TORR C��Rp structural wood $he4th fns directly appflad, WES$ Z X 4 SPF StudISw -�Excepjio BOTCHORD Rld ceiling diroctty applied or �4-;7%2 oa bracing,1W72 7C 4 SPF 185OF 1.5E VIlEE3S 2Rows at 113 pts. 4�78 REACTIONS (Iblsize) 18-127410-5-8, 14-2388104_a, 1�-,�6ilD��•$ MaX Herz 78=84(load case 7) MU UpI1'Fi18=005(load 03sA 7)194-43(laad case 7), 12m-320fload case Z} Max GravIg"1778(load Qa$9 2}, 14=2309(load case 1)5 12=792(lvad cage 3) FORCES (Ib) t Maxitt°1um GnmPress ionlMaximum Tension TOP CHORD 1.2=.1a8/0, 2-3=-201/31, 34r!-7S/8e3&9=4821844� 9-10=-30618-21 r�so, �Rs�.��a�i�o�, �-�-����s����, 7-a-"751163 130T CHORD 1-'i 8;Ol"[ 17-18=458/2934, ' 6-1 7-4451�4$874S=47601135,13­14=m81612137, IS918=464411497 '4-'5-�22a71'"3 WFBS ,f�2���75',4"18^"345t473. 4'17--1981loS, s_I""'37141B, , 6^ i ��r7'� ��1718, B�''C �����6� 13--15m-1699,11717 8-16=-904l�'6, 8-�1�-�.��l442, 1D -'i3=-7701245, 10,k 12i NOTES 1)INiMI; ASCE 7AS; qurnph,, h=269; T0DL=41Bp&f7 MODL=4i8paf; c�t��ary If; Exp �; enclosed, MW�RS Interlor aon�e; Rymber D�7La�1.33 platy grip pC��,��.�5. 2) 7`CLL; ASCE 7-9S, PfM3510 psf {flat roofi snawj, EXP OM Fully E;cpm 3} Unbalanced gnaw IQ�ds have been aansldered fOr this desmpn- 4] This Was has been designed for a 10,0 p�f bvttam �h��d Itv� io�d �a�cc�ncurrer)t �rlth any ether live wads.c� '5) This truss raqulres plate intpwetInrs per the Tooth count M��hod �rnc�� �,f�i,� tr��� i� GnD�I�� fU�` q�fl assura�ce Inspection, 4 �Y 5) PrQvi�le m�achar�i��l cor�r�A��[,�n Eby others)of tru�� to a plate �apa�ie �f w��hst,��r��rt 9�5 �b u li JoInt 187 831b upli�'t at joint 74 and 32{7 lei uplift �t �oin'� �f �. � P ft aE 7) This tru!Rs ig designed in accordance with the 2003 International Residentlai Cade ���titr�s R508.9'I. RSD2�40.2,�n,� raforer7ced standard ANSI/TPI �I, '� ar�d Cori#!n ued on page 2 MAY. 1 10: 36RN Truss �Rn _ . ,p F T I __ STOCK Nr 4� Idaho' falls I Q 83403, gric 1 7,40-3 24NO 3x8 � 16 5x1 0 — 13-4-5 NO. •4 - 5.00 F12 4x8 4 15 s 3 x4 . ply-- �0) H�--� - 6,200 s an1PPal Fab 112005 MiTek l ri tTua_ . , I . May 1 1' h� 5 Pagel M,10- 5 6x6 =: a wr -. • 12 3x4 I! 5x10 = , 9-7_4 24 0 7 PjatL offsets (X, 9 0 �. LOADING f - ._.. TCLL 3530 SPACING CS1 DEF4 (ROW n =. later Incraptse 1.15 TC OF.98 Vert(LLIn TCDD Lumber lrs� 0, 14,1 19 LROParses I r rt % 1.0-4114.15 BCD Code IR02003/TP120020.94 Hom(TL) j atrfx) LUMBER TOP CHORD 2 X 4 SPIE 1 s . � M Fol I Scale - 1:6i.5 5XG 9VI 2 � Y wi 1 I 1 70 3x12 — 2x4 t�. --- -_ - _ ��. • Vie- _ .• .�� L/d PLATES ORIP 240 MT20 1971144 ISO n/a weight; 147 lb 4nur%u z x 4 SPF 1 880 7,5E ' ut' 14�110RD Structural wv+vef sheafhin WEBS � X e� SPF S#udlS�d ��x�ept* aid werEio�I�. 8 Y pplleda eM��ap� W7 2 X 4 $PF Za6t3F 'lzSE, W12 2 X 4 SRS' 1660F�.�� WEBS CORD Rigid ceilirtg directly applied Or 4-7.0 Qc lar�c�rrg 2 Rc�u�rs at X113 pts 4-16 REACTIONS (lb/isize) 16�1277104-89 12=2322104,g1a=��1Mec��rncai Max Nv►a'fB��0D(load case 7) Marc UpIiftl02(load Onse 7), 72e,101(load case 7 MRX GrOVUR1780(1oad 0�se 2), fi2m2322�Ia�d case 7� 10-464(load case 3) �86(faac� Q�se �� FQRGFM (fib) - 'MAsImum CampressionlNlaximum Tension 1rQP C.WQRD 1-2t!-14W0� 2-3emP42411313 3.4m,7518014-6=4049/234t����. S-9��3�1�3�4, B-'�0=-4201d�15 '�8��!'1'i2, �-7���f�28I9iBOT CHORD ImIGE*0/1511 P-27712937� 1 7ol 3q"'l �611143, 'I'� r'i 2�R9�B17,' � , -� 4=48371146,12.12,-2291/121, 38/333 a-9�=rB2SM20, 4-46m-3260I2174"15=-jqBI'ii?7 �� �'''�4--? 3412592, 'I'I-'I3-.688J2A�8 S-'�3�- , ��- 3$l47B, 8-'1 4=�1'� $21"I i$, B -"I a�a0165s, 93�17�, ���I �-r�TA�3, 9,'f �! 4.7S�J70 Nc�r�� 1) Wind: ASCE 7-88; HMO; h=25ftlf TCD m .Sp f; dCD�Aq.,8p��; eat�gv�r �I; r;xpC' encl���terrQr �vn�, Lum6er C]C?�,=� F33 pia�� grip a�4-j,33, s ped, AJlW�'R� �'� TCI,�,� ASCE 7��i3j PFa36.Q psf (flat �apf �t1ow�� �xP �r FW -11 3) un��lance� snow �o�ds have �eett considsre� �r,r �h�s d0sign. P 4) This truss has been deSigned for a 1O.p par �o��m chord live load n�vr���r1�,�rreni with an�Qads.y other ifwe 5} This truss req(*" platO irIspmction per type -ro���, �v�11# Method W��� th�S �!"1��s 1� �hos�aa&sura�lCe ir�apattivr�,r� �vr qui f;fy► S) Refer tO girder(s) for tpugg to trugg cnnnect�o��. 7) Provide mechar�jeai cnnnaCti,�n (by others -10 of truss to beSl�ing p1,�#o ca af�le o laInt'��, ��? lea up�i�f at joins �i,2 ant! 386 ib uplift at jal"t 70. � f wlti��ta�tding 702 ib LAplfft at COnflnued on page 2 i rr ■ Job • �_ ._� _ Tniss NO. 523 " Qty JE/4-91 Q290 NG R�d 1JR(I D ROOF USSTOCK S ;Job Refers I 5100172 WTO. � �� 3 I n ! Fid10 10: 0 2006-T a ge U FA �E 44 hr N 23 22 21 20 18 4x1 2 i 2x4 2X410!� 4�w I I LX4 11 2X4 2x4 II 1s17 16 15 1413 12 qq 3X4 = 2Yd 11 AwG - I 10 4@ 0 2x4 I J sxtt = 20 11 20 �j 2X4, 11 2x4 I, J 5x6 I i 3x4 zz� Scale m 1;7q,1 1-14 7,Sk15 I,��_ � icivo f f 9.7.7 .�.� 3D.d-3 35-j o. _ Plate c]ffs��.�,Y : �so�3-7 a.. ._._ �-s-�3 2 1l��0-2-��,,��tD-'l�1�,0-�-'���.���7,-i3 �-D•42 • TCL L-OADING (psf) ..-��'AGING -- . ._ .� - .�__ .�...=_._..�...�r.i�='f-�4,D.�-'f��,��`D-I3590 2-0mo (Rioof Snowmnx) PhteS Increose 9.�6 'TC �.8� I� (lot) Ildsfl LIQ PLATES �T GRIP TCDL �.� � �.umapr Increage �.�f5Ps Ve�(l,�.) -b.os 8,g >990 24Q B�Cl.L p,Q RLP Sfi`ess Ina�+ NQ W13 0,69 G �,�i� Vert(T�.) -Q.C9 gr9 X899 '1SD MT20 'l971144 F3CDL 8.0 (Matrix) Cod6 IRC2Oi131TP12002�71a n!s I-UM$jER Weight: X36 Ib TOP CHORD 2 X a SPF 76sQF' -,1.SE �ACII��3 _ -, .,.. -----���.., - BflT CHORD 2X 6 DFNa.2 f7 TSP ChfDRb Structural woocl sheathing directly applia+d or 51MB-1D WEBB 4 BAS StutflS#d Qc Purlins, OTHERS 2 ?C 4 SPF Stud/Std MOTCHORD SL1pER Rigid ceiling dfrectfy Rpplied a� g,q.) Rich# � X � 3pF Stud/Std 3-14except; ae �racin9, WEDS I 0 -DUO 06 bracing; 9r70,8-01. 1 Row:at mldpt 6-4 0 REACTIONs (jjbjSizL%) 6=02/Mechan lcal 2om4..'}5=38124-f�*p 'l�y2�1�4 8 -6Rq,'I'i�3�DJ��,g��, "id�6��1�4,M�}� 10-'�5'�2l�4-S�0, �'3=4'�01�'4•�-0, 12=74/24m6mO 2'�"'�412�F-8-pr 2�--"I'I3I24-Qm•p, �Iax Harz 23=080(load case 8) �1-��7�f�4.6-D Max UplIffg=47(IQad Case B), 20��94i10ad caqe '�), �f 7��g4�lo0 case 7 j4�.g� 70-�423(load Case 8), 22"�195(load cage �j23=-42(loacl Ca6e 7),'17{���d ���� i')y 1i�ax Gr�v8=R259(iosd case 3)3 20=81+Q load case 2},17=825(fQad case 2 _ 'i��faad ��se 3} 7D�1826��oad +�ase 3j, 75=76�ro,�d cage 4j, 18:;62(foad ca }, 4 B�2(��ad'19=6d(joad case 4), 2'l-73�4(load c��e 2))2��3�(inad case 8��23�6�3{ic��d case dj� 'Ca=99(Ivad case 4), 11-72"(load c,�se �') is f ad cage 2), roaxfm[am COM prOssl4n /Maximum Tensia-ri TOP CHORD rt•2c,�7B1�58 2-3=R9301j60 3 ROTCHORD 7 �23�#8'148! � d -4�m9 2la�'8, 4 wS�-El2TB, �S-6��13� 0 �. - rt a �-�3a-S�18�, 24rZ2-■�710Z, 2D��"�-�871$� '�9�yy �, ��"'�4d�1'�38, r 1 Gn'�%=^+8e1j'I'I P j5w'� �ftr�'�}%� 7'i fi�-'�'Ft=,*+8f�'114'i f �G�- 8Ifi1B�'7 i8,.q�,��'�`F�,�i$ %■ $ WEBS '� I�-'f'1n-2fi 818 ', 'I �-���-��l'� �3� b 849P-69113311� 9 3,'j 4�.2l 9/BSb '12,7 3=&21 86, "I'� -7 �_�•�� �81$��7I�� �'w20--$$�I�G�, �.�p�.�9180 �� r �, 8rl4e,69!'�$3'I a•'ioft,°�BB3!'�'i2, 8.8�-7«8D' 7T ��71T8� �-�� 4.74-60�.14�, �,"��4=01'�"I5, 5■'[Q�-8Q7l7'1, 3 - NOTES 1) uvrnO: Asci 7�98; 90rnPh� h=25ft; TCbL=4.8� s BCpL=. psfi ate o ry Interior zone; l,urnbar QQL�1.33 P10fe grip DEX �adL'.w IS2) Truss designed fob uvfnd Ea;9ds in the plane of the truss e��ty, e o face), gee Mi�'ek "5t�n,�ard Cable End Petail" For �tuds xA ped to 1Rvind (normal to the 3) TCLLI ASCE 7-98v Pf-�3S�D psf (flat�ooi� �rt�l�vCantitlUed ori p��� ��► exp C, Fully Exp. 0