Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TRUSS PLANS - 08-00231 - 333 E 5th S - New SFR
3-11-8 42-8-10 51-0-8 FO1P a• rCJ Z gm -4m goo-�r O "O000 m�n OOc WO-�-�r 0)0000 m ,se 0° � o 0 Q W-amm D W-qmm c 6. N wzzm I �'x=m O-ar-> rrrrZ 0 ..> ,' m A A D 3 2� OOy O 00" G) H Sr _� to °�° O 3 y z1 .:7 — z m m M CD ;0;0 00g N 00 'Q ^ tT000� CCGG� H tl O y AAA (A X y y 70tH �I� G XXX X \ D 0 y? 8 ��C �• NNN ` TI CANa coW CA is4 3 aaDi Gm \ N 09 ��&3 N \ \ �O+�f c� a.Qm) Dz pD�j C+ Q O eD c O = 3 n)3�y `"' mm CL NOWT0Q U �t r _ 0 Fp�p�� Q a fD ^•T ...� 2 m gCD Z t �i5. y oMr-mw03 g3 Ot1r OI �OI ~ Nrr y 0 oo pp_ aMaCDm _ Oror CD Sq G) E � Wpry Z Q� 1 "o II pp o pj Q pm p= C A O CMD m O a CL : W "W000 LU CD S m o poll a = Nam, AZA Q La_, m m0 0� Q �E w n CD N o 0 9' _ nQ"`i 2 O w N 2 . -4 b a = ; �� —00 J m N Z 91CA1 �N 1t Oo m CD L. dao—fn mc�(�tn ¢-¢11'�� ;o _ � C3 A to S. �+ a �T • ?>. Ibs A p x000 3_C . CTL tj Nom t N it 1 W O " -OD O = n� mQom o, V, iv .c3 c D to to O oo N o a a (D G) w a 2; o to r �D ;o N - a cn c _ w -4O 3<o <D 0 a w I -v p a y o' OOR x y��r mDXX Z s CD - m ` ;o w CD m c -� o t n N N 0 2 Q Q O V a a IS gsg O N N it O :rO CL y m W DZi to a I� g ` c � aC- J O m S 00 .T r fD tD Sr 1 to N Q. a 3 n 0 C, W s a o� N ?1 O •gyp Q a _c S Q 1 ofII Q G � � °n v 4t M m' c� r m to = c _ N r w c tl CD - CL A Q, N N H N x ' n 11 J CP X�p1111 O A d O J 1 N 3 II t m _ N - • UQ ID Job Truss Truss Type Qty Py J.D. Hancock-Hancock res. 803214-08 F01A FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Apr 15 14:40:18 2008 Page 1 2-5.4 1-4-0 ; 2.2.9 34 MI720 FP= 3x4 MUM II axe Mt120= 3x4 M1120= 4x4 LII20= 1.6xa MU20 II 3x4 U1120= I-W L020 n 44 MIa20= A p c O E F G N 0Hs 314 Lain 11 1.x.4 LIQO= I i� i r W3 P rr� �j 0 N M l K 44 MUM= 1.5X4 Mt12011 44 LIM = !x8 M1120= MEN 5X6=0= 3x12 M11M FP= 19-2-0 54 Wm= 19.2-0 Plate Offsets X A:Ed e.0-1-81, 10:0-1-8 Ed a J:Ed a 0-1-8 L:0-1-8 Ed a P:0-1-8,0.0-12 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.31 K-L >725 360 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 K-L >443 240 MI120H 1481108 BCLL 0.0 Rep Stress Incr YES WS 0.90 Horz(TL) 0.08 J n1a Na BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight: 76 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Ib/size) 0=1040/Mechanical, J=1034/4-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-0=104/0, J-P=-100/0,1-P=-100/0, A-8=010, B-C=-2837/0, C-D=-283710, D-E =-3528/0, E-F =-3528/0, F-G=2853/0, G-H=2853(0, H-I=5/0 BOT CHORD N-0=0/1705.M-N=0/3528.L-M=0/3528,K-L=0/3456.J-K=0/1708 WEBS H-J=-193410, B-0=-1934/0, 1-1-00/1307, B-N=011293, G-K=-23210, C-N=274/20, F-0-688/0, D-N=-950/0, F-L=-233/451, D-M=-60/155, E-L=-147/28 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard r- D -----�Z dao -�-n m-Imm �m11 *m-ir m�mm ooao�-ir ororD m_ ro ,� r. w c C M--I.mkgm1 DW aW —ca ctt W 0 D n WW rr-rr0 o > : A jr-0� 00 ?3 \ �D p� H p a 00 Z VI '.a ;a.= mm a po,� N oo H $ '+ o .~my. vay'a� A A A c000FA X t D (A a x cCD A n (A 0 = Z D N XXX { \ 0 � 0tn'N CDy=ooh t"000 fl 11 p� N �? NNN rn(ncn A .� a Dai C �a %� m �R�� n-ov �-� m \ N a 5 2wp �S CA y H -4Aa a�p0 0 ': W \\ - y0, oa H (A W c 'C R O (n D 0 a�y a w c t 11 0 0W Z a 0'�w ComD m m \ \ D aW9A0 �, o -I 0 oe� ��� D a II v g? m w N y 7 W Q A to c 1 06 V 3- D N A N f N "„ CD a- W N- ID 0ODaH Q n O Noy L m LD p tr o a t9 m G cK a zea' oo��� co A 9 CD � N{ r r N (a c.M ' tom a g(nOoo w H �� W H CD (DOO CL C;.- CD T W 71 1 Q yy a -'i /� o o z (1 CL ft O � W -4 (D m Q � � CCDM a g o O II y 0 N O w w y 11 a a m to � QQ ftC. -` w o0 N T N nn W tpN CL. CL. � R„ 7C o a x000 H a �W�oo T �° aUD cn � c3 u s o c ao w Z N $ II Q O n f) Cg co - LIN = w D, ?1 3 c a 0 u v m ?t CD a CD En A i O T' CL In I 11 �C Q N 00� o�c<Dm S o m� g �v�° aMpr ��� go a XXR N CD �' = OOG) 00 oab D m a 7C ?C o n A a� c- rr� ov v O v _ Z N W $ II 0 d W CTI N �a CL 2ArnC cr la o o a o Cb CXCXM O m w 3 ^� in o 'a clo n �• rr IC g 7c f1 O '" Q O0'� m; ; It vW 7 n W Na y V O O O 4 to :L- x m to w N W Ur ^% x (D G) v J O A m CL A = bb � a N � 2L Ij�j lD W N N C m � V\ a A O tD I = II co } o a Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. B03214-08 F01 C FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:40:21 2008 Page 1 0.1-8 H2.5.4 1-S 8 2.0.2 3,4 9112011 1.5x4 9112011 1.5[4 M1120= 402 M1120= 1.394 MUM 11 2x591120 = 1.594 MIMO 11 40 91120= US M1120 FP= 34 M1120= 1.594 611120 fI 402 41120= A B c D E F O H I J K sc.1.:120. 314 M1120 I1 L U , 1 1 w/ w1 w151. w\ w1j - - S R O P O N 4x12 M1t20= 3112 902011 FP= 3x0 91120= 1.5x4 9112011 3A M020= 4x12 M020= "Mum= 24-1.2 4x5 91120= 24-1-2 Plate Offsets X F:0-1-8,Ed a M:Ed a 0-1-8 0:0-1-8,Ed a :Ed a 0-1-8 U:D-1-8 0.0-12 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.57 O -P >501 360 Mtl20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Ved(TL) -0.89 O -P >323 240 MI120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.13 M n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 95 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E *Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. B2 4 X 2 SPF 240OF 2.0E WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 1650F 1.5E W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E. W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E REACTIONS (ib/size) T-1305/0-3-0, M=131110-5-8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD T -U=-101/0, A -U=-101/0, L -M=-10310, A -B=-510, B -C=-384210, C -D=-384210, D -E=-561710, E -F=-561710, F -G=-558410, G -H=-558410, H -I= -558410,1-J=-384210, J -K=-384210, K -L=010 BOT CHORD S -T=0/2206, R -S=014947, Q -R=014947, P-0=015617, O -P=015617, N-0=0/4945, M -N=012211 WEBS K -M=-250910, B -T=-249910, K -N=0/1862, B -S=0/1867, J -N=-23910, C -S =-243/0,1-N=-125810, D -S=-126110, I -O=01730, D-0=011033, G-0=-31414, E -Q=-29210, F-0=-6001442, F -P=-2191123 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss Is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard I .1 Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. B03214-08 FOt D FLOOR 2 1 Job Reference o clonal BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tele Apr 15 14:40:22 2008 Page 1 0-1-8 2.54 1-4.0 __ 2-2-8 1 8 F I 3x4 M11204 3x5 MIN FP= 1.414 M1120= 4x5 M1120= 3x4 M1120= 4x4 M1120= 1.514 M112011 324 M1120= 1.394 M112011 4x5 MIIZO = A B c D E F 6 H • 1:23. 3x4 MI12011 1.5x4 M1120= I P // / O W311'/ i i p N M L K Q5 M520= 1.5x4 MU2011 4.4 MUM= 4x5 um= Ss6 M[120= 3x12 M11M FP= 19.2-0 \ 5.5 Mtl20= 19.2.0 Plate Offsets X Y : D:0-1-8 Ed a J:Ed a 0-1-8 , L:0-1-8 Ed a P:0-1-8 0-0-12 Q:0-1-8 0.0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.31 K-L >725 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 K-L >443 240 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC20061TP12002 (Matrix) Weight: 76 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Ib/size) 0=1034/Mechanical, J=103410-5-8 FORCES (1b) - Maximum Compression/Maximum Tension TOP CHORD O•P=-10210, A-P=-10210. J-Q=-10010,1-Q =-10010, A-B=-5/0, B-C=-283810, C-D=-283810. D-E=352810. E-F=-3528/0. F-G=-285310, G-H=-285310, H-I=-" BOT CHORD N-0=0/1703.M-N=0/3528,L-M=0/3528.K-L=0/3456.J-K=0/1708 WEBS H-J=-193410, 8-0=-192710, H-K=011307, B-N=0/1295, G-0-232/0. C-N=-276/19, F-K=-68810, D-N=-950/Q F-L-233/451, D-M=-591155, E-L=-147128 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r O AwN-�z O w-1�1 *000 X oo-Ir *o8C w111 -i -4r C)c 00? m 0 m 0 N °c m-i�A SOON n W NOOm O�Orrr.O t^p A n a y' w m 2'� 0 O G) m m m m m ym.� ooy N vv pppp y y ay as a W � ,oo00j AAA x p a NCog AO xON y 0 mrc-XXX p iCm �' NNN •• x 0 0 a is y a o C m 11 0 '1 co N W to V •0 a tae D m a Co.m a 5- N y 0 3 ` �1 �t TI a momma a=30 m -alo> m g 0 co u 1 3 •n -n Q II Z aff� p mvlM coxa ! y CD ss' a�� NGI r N II _ 0 y c CL $ m W�o0 wo�c CO mm '� r - .a _ '80 g0' _ to co �,� O m CL y cp 61 p �I G) G) CA nmr•OCA �_ w n_ a CID\A SNS • a N a� ;a O a Z m N ..' QN co ry O N y i�n O g y 06 A t0 � A 0::) C) ri CD N 10 \ i O p m n go W p { . m O. Z'j L CD Nfn000 tD fLa 11 '1 A y G 01 a O 0. m J mc' so p n o J 2 m JI tD N � qQ ti Qr y y U.0 y O O 'S . to le 0 O C13 j a N O 0 0Eli Dpi DI 000 X11 .7 �II a mtj�� it + QI 6 1 + co II c O K, m CIP m T CIL c ;a O C CDm mea rsa O a CL co -4w 0 :cNC tD 0 MM Y� y asD 000 Z OO on M. ov o00 N O CN—ta:3 r Co ;a ch a G1 G) — G)2� 2 CL y O 2 a _V V �< O m ZCCDW W m UP y a O �a CL n ? �m N W Z. Z. VI o•` Q CL cL � o Jp y N O 9 C � _ O 0 O c 3 0 o 0 Q. `t 3 CC y C O y ( N c om N w N W Ur NNo m x G) v a � °x A ICD CIL y R1 N � y a C Ell x RQ a 11 t r A A O IV A N CMD 40m Job Truss Truss Type Qty Pty J.D. Hancock -Hancock res. B03214-08 F01 F FLOOR 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS. ID 83402 7.030 s Jan 3 2008 MTek Industries. Inc. Tue Apr 1514:40:25 2008 Page 1 0-1.8 H 2-5-4 14-0 1-7-12 Ou8 N • 34 W20 11 35 M1120 FP= 34 M02011 I.W M1120= 411M1120= 34 WI20= 4.4u:120= 1.514 MI12011 34 M1120= 1.5.4 MU2011 Aze MUM= 1.514 M1120= A B C D E F a N I / V9 /T tL 02 N M L K 4:d M1120= 1.514 MUM 11 4.4 M1120= 4x8 M1120= Sag M1120= 3! M1120 FP= S15 M1120= 18.7-4 18-7-4 Plate Offsets X 0:0-1-8,Ed a J:Ed a 0-1-8. L:0-1-8,Ed al, [P:0-1-8,0-0-121,[0:0-1-8.0-0-12 LOADING (psQ SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 K -L >865 360 MII20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.41 K -L >537 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/size) 0=1003/0-2-12, J=1003/0-5-8 FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD O -PS -10210, A P =-10210, J -Q= -101/0,1-Q--10010, A -B=-5/0, B -C=»2729/0, C -D=-2729/0, D -E=-3331/0, E -F=-3331/0, F -G=2739/0, G -H =-273910, H-1=-5/0 BOT CHORD N-0=0/1645. M -N=013331, L -M=013331. K -L=013280, J -K=011648 WEBS H -J=-186610, B -O =-186210, H-00/1245, B -N=0/1237, G -K=-24110, C -N=-27918, F -K =61710, D -N=-85510, F -L=2271407, D -M=-64/129, E -L=-166163 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 0. 3) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1 TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restralned by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. B03214-08 F01G FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Apr 15 14:40:27 2008 Page 1 0*8 OM Scam -1:31. 3x4 M112011 34 M1120 FP= 3x4 W2011 1.5x4 M1120= 3x4111120= 1.5x4 M112011 3x1121120= 3x4 M1120= 04 M1120= 4x4 MUD= 1.5x4 M112011 324 M1120= 1.5x1 M112011 3x41.0120= 1.5x4 M1120= A B c D E F 6 H I J X L U /moi w!3 / \ V 5x6 MUM= 3x6 M1120= 3x6 M1120 = 1.3x4 M112011 1.5x4 M112011 110 M1120 = 3x6 M1120= 5x6 M1120= 3x6 M1120 FP= 26.7-2 25-7-2 Plate Offsets X 17:0-1-8 Ed a G:0-1-8 Ed a M:Ed a 0-1-8 U:0-1-8 0-0-121, [V:0-1-8,0-0- 2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) n/a - nla 999 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 M n/a n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 102 tb LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Ib/size) T=227/25-7-2, M=227/25-7-2, N=609/25-7-2, S=614/25-7-2, 0=440/25-7-2, R=420/25-7-2, 0=22/25-7-2, P=217/25-7-2 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD T -U=100/0, A -U=-99/0, M -V--100/0, L -V=-100/0, A -B= -S/0, B -C=0/110, C -D=0/110, D -E=0/72, E -F=0/72, F -G=0/30, G -H=0/75, H -1=0/75,1-J=0/108, J -K=0/108, K -L =-5/0 BOT CHORD S -T=0/205, R -S=0/142, Q -R=-30/0. P -Q=-30/0, O -P=-30/0, N-0=01132, M -N=0/206 WEBS K -M=-228/0, B -T=-228/0, K -N=-358/0, B -S=-35910, J -N=-246/0, C -S=-243/0, I -N =-274/0, D -S=-288/0,1-0=-237/0, D -R=-24510, H-0=-262/0, E -R=-211/0, G-0=-51/0, F -R=-64/0, F-0=-2510, G -P=-199/0 NOTES 1) Gable requires continuous bottom chord bearing. 2) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Z -i-n;a .M- r a w—:o ��� 3vPo 9 pv8817 m X N a Wjd 0 c y� �Szm WOO UP > �' _? m OD A ; N y z 5 \ I_� �_ c m T�Tm R a :0 -L-- Z NM • m eD y pp.S ul pp aN ii.� C" CD c o 0 0 H II O u = 0 N s 4 =AAA X `� D X N y AM -49 H XXX CA g •• \ Q a t 4t 3 v www = N 0 O TI TI TI a m 5 o CO o3 i1 iii N 0- � 0 NIN) CA CcuD \ v_ y C0) m wCpp>7 ITI \ i'`n > C N 0 3 w_ k' m m `p N O Iii -n r Q pwj az to2 monEL y I .i1 ,, X N g Z �I C- � A r n�� -0 on a. v w n CD ? p i vi o 4' 3 r3 No c v (1) on W* 0 � O �'' C-1 Q ata; %mq' - v� -!j Go v � i m Q� ooD -0A z p� co Q C P CD `• 7 -4 v N iiN ,lps', 7 0. 0 CD OmOOQ 1`4 Ch OOO N �H �toD N W on CD coC11 a = N (7, Q CL (pZ- » � -4 aD o N [1 910, Ci w �Ic S TI —{ r 2 Nip ?� N II Cqqgr to w ; 0 $ y y - m D to Zo it �o wnoi 0 � t. CDi 4 y ^�ca-10 W O O (i e; J A a ???A ��+ fJ�. !� , ,m m m N G O O O on C to M 'I Of , N O co I c O v � = IV m cm N O 3 to 0 of a C CL �7 W tS y 'a �� a 1 w � C_ $ It �p if II ID y it W o I-4 0 N (D i A e' C-3 p CCD yC m A fA 00 XX2 s � � 00c) O tl II 0 i • m � � cn n m ^ o a Z tS o CL a ;I Si U) N p O 0 4 a 7CD 0C aA y 0 CD :' O ,C W W W zCDW[ II CL m crC .< m W W LL i v b y „ u (D m � as W 03 o 14 -n v c Z p c o ro 10 v O O y O nw to °o �to sco o K C Q II W G N X A Q < A N �. WA y F b' _ CD u D a in A A. O N _ W < 011,0 11 _ y CD ,p y W � Job Truss Truss Type Qty Pty J.D. Hancock-Hancock res. 803214-08 F011 FLOOR 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries. Inc. Tue Apr 1514:40:31 2008 Page 1 0.1-8 H 2-5-41-7-14 oVt a ' SeW • 1:73. 394 UH2011 1.5X4 Ms20 ti 3.4 11112011 1.5x4 M020= 1006MUM= 1.514 MIR011 5x6 M020= 3A M1120 FP= 4.4 M620= 411 MM= 1.3x4 M62011 Sib Mtw= 1.5x4 MA2011 Tog%MUM= 1.5x4 M670= A 0 c D E F G N I J K L M W x 7 V T S R O P O N' 4x12 M1120= 5114 M1120= 4x6 M1120= 1.5K4 Mn2011 11%4 Mn2011 302 MIr10N FP= 416 M1120= 5¢14 M1120= 41120 3x12 M1120 W0= 27.3-a 27.38 Plate Offsets X Y : G:0-1-8,Ed a H:0.1-8 Ed a N:Ed a 0-1-8 :Ed a 0-1-8 [W:0-1-8,0-0-121. X:0-1-8 0-0-12 LOADING (psQ SPACING 2-0-0 CSI - DEFL in (loc) Vdet1 Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.84 R-S >384 360 M1120 1971144 TCOL 10.0 Lumber increase 1.00 BC 0.87 Vert(TL) -1.32 R-S >246 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WS 0.45 Horz(TL) 0.18 N n1a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 107 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 1650F 1.5E, W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E Wt 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E W14 X 2 SPF 1650F 1.5E, W14 X 2 SPF 165OF 1.5E REACTIONS (lb/size) V-1480/0-2-12, N=1480/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W--10010, A-W=-10010, N-X=-10010, M-X =-10010, A-B=-510, B-C= -448810, C-D=-4488/0, D-E=-685610, E-F= -685610, F-G=-685610, G-H=728710, H-1=-685610,1-J= -6856/0, J-K=-448810, K-L=-4488/0, L-M=-5/0 BOT CHORD U-V=012536, T-U=015904, S-T=08287, R-S= 017287, Q-R=017287, P-0=0/7287, O-P=015904, N-0=012536 WEBS L-N=-287310, B-V=-287310, L-0=012227, B-U=012227, K-0=-24210, C-1.1=-242/Q J-0 =-1616/0, D-U--161610, J-P=011087, D-T=011087, I-P =-315116, E-T--315116, H-P=-10091231, G-T =-10091231, G-S=-1831218, H-R=-1831218 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) V. 4) This truss Is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. 603214.08 F01J FLOOR 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 15 14:40:35 2008 Page 1 a1 -a H 1 2-5-41 1-7-10 -7 10 OV. 1.77. 3" man 11 4X4 WM= 34 MM 11 1.5x4 M020= 10110 M020H = 1.5x4 M112011 5491120= 1.594 M12011 348 Mt20 FP= 414 M120= 1.'-641!12011 54 M120= 1.514 M12011 10x10 M11M = 1.514 MOO= A B C D E F 6 H 1 J K L M W x V T a R C P D 402 M=0= 504 MOO= 4x6 M120= 1.5x4 M12011 1.5X4 MOO 0 202 r4120H FP= 4x6 M1120= 5114 M1120= 4112 M11" x112 MOMS= 27-3.2 27.3-2 Plate Offsets KYY G:0-1-8 Ed a H:0-1-8 Ed a N:Ed e,0-1-8 :Ed a 0-1-8 [W:0-1-8,0-0-121, [X:0-1-8,0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/de8 Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.84 R -S >385 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -1.32 R -S >246 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.17 N n/a n/a BCDL 5.0 Code IRC2006/rP12002 (Matrix) Weight: 107 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purtins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braking. WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E W14 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) V=147910-5-8, N=147910-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V -W= -10010, A -W =-100/0, N -X =-10010, M -X=-100/0, A -B=-510, B -C=-448310, C -D=-4483/0, D -E=-684810, E -F=-6848/0, F -G=-6848/0, G -H=-727610, H -I= -684810,1-J=-6848/0, J -K=-4483/0, K -L--448310, L -M=-510 BOT CHORD U -V=012534, T -U=0/5898, S -T=0!7276, R -S=017276, Q -R=017276, P-0=0!1276, O -P=015898, N-0=0/2534 WEBS L -N=-287010, B -V--287010, L-0=0/2225, B -U=0/2225, K -O=-24210, C -U=-24210, J-0--1614/0, D -U=-1614/0, J -P=011085, D -T=011085, I -P=-315/16, E -T=-315116, H -P=-10041232, G -T=-10041232, G -S=-182/218, H-Rz-1821218 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to wells at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hanoock-Hancock res. 603214-08 F01 K FLOOR 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Apr 1514:40:49 2008 Page 1 0.1.0 H 2-5-41-11-14 1� -4 0 I =24 Mt120 it 520 Mt120 FP= 1.5-4 µt120= 4AM""= 1.524 MOM 11 424 MIRO= +.32411112011 1.5x4 Mt12011 235 M1120= 1.524 &C M it 4/2 MU20= A 0 C D E F O N I 1 8 • +:2a. 31.4 Mt4011 1.524 UM= J R w+ w1 w+ w1 w/ w+ w+ 5 i \�P O N M L 4212 VAN= 424 MUM= 424 M1120= 3x12 M1120H FP= 4-12 M020= 420 MI120= C1,/ tzs Mtt20= 21.4.10 21.4-10 Plate Offsets X K:Ed e,0-1-8 N:0-1-8 Ed a 0:0-1-8 Ed a Q:Ed a 0.1-8 [R:0-1-8,0-0-12), S:0.1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) !/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.39 L-N >658 360 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.62 L-N >410 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.11 K n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 84 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SPF Stud/Std 'Except' W1 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E. W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E W1 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E REACTIONS (lb/size) Q=1156/0.5.8, K=1156/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD Q-R-101/0, A-R-101/0, K-S=10010, J-S =-10010, XB =-510, B-C=-3298/0, C-D-3298/0, D-E -4459/0, E-F=-445910, F-G=-445910, G-H=3300/0, H-I=-330010,1-J=-5/0 BOT CHORD P-Q=0/1931, 0-P=0/4122, N-0=0/4459, M-N=0/4128, L-M=0/4128, K-L=011934 WEBS I-K=-218910, B-Q =-2186/0, I-L=0/1559, B-P=0/1561, H-L=-23510, C-P=-24610, G-L =-94510, D-P=-940/0, G-N =-92!713, D-O =-72/717, E-0=,279/0, F-N3-239/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. B03214-08 F01 L FLOOR 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 15 14:41:04 2008 Page 1 0.1-a H 2-5 +1 1I--810 F ' 0-I 0* 34 MII20 a 3s6 Ma20 FP= 224 M112o u 1.5s4 M1120= &14 Mt120N= 1-16411112611 3s6 M1120= 34 MOO= 4X4 =20= 424 M1120= 1.34 U112011 306 M920= 1.394 M112011 Esu M1120N= 1.524 w120= A 6 C 0 F F O N 1 J K L W2wi� ws� vim/ i �w2 w T S R O P O N `012111120= 5x14 VM= >ss MUM= 1.324 M112011 1.524 M112011 3s6 M100 = 302 M1120N FP= 6214 M920= 402=20= 1.5:4MII206P 2s-0-14 2&0.14 Plate Offsets X F:0-1-8 Ed a G:0-1-8 Ed a M:Ed a 0-1-8 U:Ed a 0-1-8 :0-1-8 0-0-12 [W:0-1-8,0-0-121 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.72 P -Q >428 360 M1120 197/144 TCDL 10.0 Lumber increase 1.00 BC 0.79 Vert(TL) -1.13 P -Q >274 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.43 HOrz(TL) 0.15 M We n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 103 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 4 X 2 SPF Stud/Std *Except* W2 4 X 2 SPF 1650F 1.5E, W2 4 X 2 SPF 165OF 1.5E, W2 4 X 2 SPF 165OF 1.5E, W2 4 X 2 SPF 165OF 1.5E W2 4 X 2 SPF 165OF 1.5E, W2 4 X 2 SPF 1650F 1.5E, W2 4 X 2 SPF 165OF 1.5E, W2 4 X 2 SPF 1650F 1.5E W2 4 X 2 SPF 1650F 1.5E REACTIONS (Ib/size) U=1414/0-2-12, M=1414/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD U -V =-100/0, A-V =-100/0, M -W=-100!0, L -W=-100/0, A -B =-5/0, B -C=-4243!0, C -D=-424310, D -E=-635310, E -F=6353/0, F -G=-6645/0, G -H=637910, H -1=-637910,1-J=-4243/0, J -K=-4243/0, K -L=-5/0 BOT CHORD T -U=012413, S -T=015542, R -S=016645, Q -R=016645, P -Q=0/6645, O -P=015540, N-0=0/5540, M -N=0/2412 WEBS K -M=-2732/0, S -U=-273310, K -N=012090, B -T=012089, J -N=-24110, C -T=-23710, I -N=-1480/0, D -T=-1482/0. I -P=01957, D -S=0/926, H -P=-30810, E -S=-268/46, G -P=-797/293, F -S=-8201242, F -R =-165/257, G -Q=-1941163 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) U. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. 803214-08 F01 M FLOOR 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:41:18 2008 Page 1 0.1-6 2-5-4I 1-5-eI F 1.6 8 -� 314 MIQo 11 M U020 FP= 1.514 M1120= 012=20= 1.514 M113A11 36111120= 1.514 M112011 4141161120= 1.5W M1120 11 36 MWA= I.5141611120 II 402 M1120= A B C 0 H F 6 N I J t o • 1:20 34 MI12011 1.5x4 M1120= K Tu w%' �w1 wt w1 WI w1 R O P O N M 402 M1120= 54 20020= 1.514 20112011 3x12 M1Q%I FP= 4112 MM 41e U1120= MUM= 23-10.8 ere 20020= 23-10-6 Plate Offsets X Y : D:0-2-S,Ed a F:0-1-8 Ed a L:Ed e,0-1-8 Q:0-1-8 Ed a S:Ed e.0-1-8 :0-1-8 0-0-12 U:0-1-8 0-0-12 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.56 O-P >510 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 SC 0.90 Vert(TL) -0.86 O-P >329 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.13 L n/a n/a BCDL 5.0 Code IRC2006ITP12002 (Matrix) Weight: 94 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.OE *Except* BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. E2 4 X 2 SPF 165OF 1.5E WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 1650F 1.5E W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E REACTIONS (lb/size) S=129310-3-0, L=1293/0-2-12 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD S-T=-10010, A-T =-10010, L-U =-101/0, K-U=-101/0, A-B=-510, B-C=-3794/0, C-D=-379410, D-E=-551610, E-F=-551610, F-G=-548910, G-H=-5489/0, H-1=-379910,1-J=3799/0, J-K=-5/O BOT CHORD R-S=012184, Q-R=014878, P-0=015516, 0-13=015516, N-0=014874, M-N=0/4874, L-M=012185 WEBS J-L=-247510, B-S=-247310, J-M=011842, B-R=011837, I-M=-243/0, C-R=-24010, H-M=-1227/0, D-R=-1237/0, H-0=0/701, D-0=01999, G-0=-308112, E-Q=-283/0, F-O=-5771433, F-P=-2201129 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) L. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard p Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. 803214-08 F01N FLOOR 3 1 Job Reference optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries. Inc. Tue Apr 1514:41:32 2008 Page 1 o-1-a I-1 2-5-4 T 1-4-6 I _1.5 8 I 2-2-12 , OT14 srw t:zz. 3x4 MI12011 3x0 M1120 FP= 3.4 M112011 1.514 M1120= 3x4 MI120= 324 M920= 24 MI120= 1.324 M112011 44 MM= I.524 M1120 II 3x6 M1120= 1.5x4 M1120= A B c 0 E F O H t P C . W4 0 M L K ` Sab MIY20= 1.524 M1120 11 326 MIIZO= 5x0 M1120= 3x6 M1120= 34 M1120 FP= 526 ut== 4.0.12 4r214 4-0.12 0-1-5 14-2-4 Plate Offsets X F:0-1-8 Ed a J:Ed a 0-1-8 M:0-1-8 Ed e , :0-1-8 0.0-12 0:0.1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (toc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.16 K-L >999 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.23 K-L >727 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.02 J nla n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 75 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SPF Stud/Std 64W oc bracing: N-0. REACTIONS (ib/size) 0=12/Mechanical, N=126310-5-8, J=706/0-5-8 Max UplittO=-138(LC 3) Max GravO=162(LC 5), N=1263(LC 1), J=708(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O-P=-10510, A-P=-105/0, J-Q=-102/0,1-Q =-10210, A B=510, B-C=0/698, C-D=0!701, D-E=-156010, E-F=-1560/0, F-G =-167510, G-H=-1674/0, H-I=-510 BOT CHORD N-0=-331180, M-N=01719, L-M=0/1560, K-L=0/1560, J-K=011099 WEBS C-N=-20510, B-0=851377, B-N=-56610, H-J=-124210, D-N=-144310, H-K=01657, D-M=01967, G-K--30510, E-M=-334/0, F-K=-1111232, F-L=-14610 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint 0. 4) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 1040 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard -:--- r rAw�iZ *w-im m *w -♦r a "'0°o°� �"°�O3 ww8-ir 00 00 m m Asncr 0 C- t MOMIC 4-4 0 C 8 y A N V000 chiniow rrrr0 �O � O > � � I D coo w' ppN O ppm G) H KI I °' to b m s y ��� tzi� M� cn000^ r Iii �p AAA CCOC� X D (ACX Q� ca X y N O =?Q9 y XXX \ a � (D St 0 41 3 D (j) 0 ca CL a � v \ \ D cz, a a 5 woo3 p Q \ N v, CA � w y y aN-G 0 c a�c OZt R 9 ami 2 Y'na mm D � w m \ O cw` oo s�� Dov � r S.a �cNn2 �i a \ to g 90,2 a 1 ar°'0 v O H `WaC ce CD n91 aQD NAO• i am (AW r No CF 40N NCW O a50 ca 4QQi� 3 03 com a Z tl CD exm a;O N►QDgcmi>'obgb N y w` w Q G) Q 7 7 to C C2. NpO1� Jaz ° Oil a 8 t- N E c E -ny dtD O +� y n w p ` 11 S 2 0 yO 0 O Q ;u on S. y w n ' in 0 ;0 f7 A O i1 i N '71 C 0 ch i 3 V7 i G ?� 1y tO VCO C m a a v , CO T a t„ Z N to - 91 w c G c U O pp N Do a N co y 7 j m O a 71 T � a r- 41 N lb a:3 N V; Of N OC tp {p 71 YJ ... .. r rn t1�1 :I w -� 07 '� N pp�p c m m co cm E 3 nnnK�r o �S o ;am x v v 000 �. 0It t9 � a a C err.. 11 2 O � p ^� N to ZOD Wa y O a p �n CVD' N W d a 'a i t- L O .5 CD as o °' 3CD o 03 Q� Q x a iC O Qa i � O N all o M Q V W tt] G n ? � O W yC y to NC. N A x Q m G a N a CD y (f� a n C CD ,13 g S 11 A A i M u N p p S tt7 O y co N i Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. 803214-08 F01 P FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 15 14:42:D0 2008 Page 1 OHS 314 M112011 3.61020 FP= 1.514 MUM= 314 M1120= 314 MN20 = 414 M020= 1.314 MU2011 314 MIIX= 1.5141012011 314 M1120= A B c 0 E F 0 N 12 ej?ja so.4.1:22. 34 M 12011 1.514 MU20= I P L 4 Q i W3 i S10 Lum 31611120= 1.514 U112011 414 =20= 3A M1120= 31611100 FP= 18-4-8 Us MR20= 18-4-8 Plate Offsets MY): : 13:0-1-8 Ed a J:Ed a 0-1-8 L:0-1-8 Ed a P:0.1-8 0-0-12 Q:0-1-8,0-0-12 LOADING (psf) SPACING 24)-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) n/a - n/a 999 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 J n1a n/a SCOL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/size) 0=234/Mechanical, J=238/Mechanical, K=553/Mechanical, N=488/Mechanical, L=259/Mechanical, M=209/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O -P =-10010, A -P-100/0, J -Q=-100/0,1-0=-100/0, A B=-510, B -C=0183, C -D=0183, D -E=0/54, E -F=0/54, F -G=0/69, G -H=0169, H -I =-5/0 BOT CHORD N-0=01216, M -N=-54/0, L -M=-5410, K -L=0/87, J -K=0/224 WEBS H -J=-24910, B -O=-24010, H -K=-33410, B -N=-34210, G -K=-25210, C -N=-25410, F-0-17710, D -N=-3310, F -L=-19210, D -M=-20510, E -L=-10010 NOTES 1) Gable requires continuous bottom chord bearing. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed In accordance with the 2006 tntemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r- ����z �W-IT �w-ir mm-i-ir -0 ,so o C- 0 Q o CD 0 y �o�� WxOm �o�� Nzzm ����o O � � � b c� D W � � to � 4 O 00� z O �' � CO m CA CCD H 3 C W OOy vvc Z CA ov rs000y 0000.'9 � w s 11 Li Fi � p N N aa0s� �Q A A A X D H ,(7�Zgo XXX ` z0 CL �' coo g ^>I to CD (A v0)No \ r CL a g o A w� -n-nm a r N coo a CT W a C i =y W. c�o� O �rD0 u? 1 N asA ��� O) O) egg w g o g Zr �O- 0- �-^� Q '\ B 9 ' N"mom cn ��" .r aids, m m N �. Oz a �', '� �eOo \ r T W �a0A 9 N Q `) W °+a. d C- X. o CD a•a 3 m o CL m wwor Woa3 rn D W u) CL m C3 O ' W -56 W 0 y (Ato tt''ra A O y W m m o=a. 11 woo to OO a A- p NO { � �pp ma 0 03 9 a,'7DW L D ' � QN NC11o00 W Ois C-so ul H R W 11 O A 0 A 7 7 d N aOD W C tr CL m & cGv � i o o Soy C n n AW CD S rco17 FA 0 n W � a CD 0 1 .ym CD m 3 ttn 67 ` Q N O j p co m N W O O to CL O CT � \�\ ?1 N lb 4� N , O 00 \ \\ y a `o_' _.o o CD ;a � ,n , c W 91 $ o IV p C" - y a a a n A j CTCD 0 a m C3' G7 n� 7 1 = W CL CL w W (n m oa^ � 3 0 o o ao c m CD It $ ° a??� - u y3 00 f1 V�.rr. 000 Wa o0 0 o ooZim� M0 a Q ac O C 't w4c Z Z A mtum� co a N m m a CL C cr w r 0 v zrcr C36 o a a C, 7 a P �v QW CL 3 a m o o :3 O w N v Q ¢ W O C- r 7 O " Z m W N W Er W x + O c+ v 4 $ 0. CL W N (a N N N S r3 C: W .a CT A d N J co • 4] P � r y; �wv�z ao-4TO M000 SMT W -4r -171M Ill w -1-1r Or-0�D V ,.so CIO n a N c -0 —0 0 v'=xm D W �'x=m r r r_ I m b oa 8 c 9 N N 0 z iii W CO ai • m 30.W FW :3 W N 3 8ppv mom= z N z� -•A^ tn000y `D ; $ �_ v a y n a ^ vv AAA CCOCJ X II `� v cn x y IV 0a O OW '� Z��1 y N xxx NNN { \ O W a ya8� 1 ZOZS. ! 11 JOB- �? C/nfAUN D \ D CIL it EL o� -.86 W ��y A Q CO C m c0 3 cnw3 ate- 0 Z U HCl RC1 � Nor �� C(APS Cn 1n a W � Cl) N 1p 3 to q 7< Z 0 N T amm C r 7 ? Qa CD 4' Qi1 �y N \ \ Q M O (DD mg,CO QINaO it \ H a �x f' � 3 0Mr Mrn J O O J � (D CD CL � jj �N� C 00`- 3 n� a V a O D W �� N n a m g RL 0. SOH � N_ 5 W N � q� a Z G N N �i c14441 7tp W ITi _ EI N Q 8:3 03 pOro to XXp1 O H W n 7m tWA..» W W-0 CC? �f3- U, N D N-<""iJ m 0. ax9:? -4 CD • ""'Ca oo L L is 0 A 77 0 N p a Q a tO—W CDc'' g G = J w " oD Q Q n -q CD =r go Q OR a N -1 0�- y :r T N r �_ n+ J L4 a gll-4A m Wooco N \ P ,to C O m N W OOf c� G . W R 7 IV Or {1 1 a = C, iv m W CO co A -, O O. �7 41 T is W � i �_ -cD a CL 0. N CID tf ' c :n ID -4 WCL c W m N s' a 209 nci agpO r r� o�D Z o �, f Sxz 000 v N OO O b 6 v S O :2 a � SNAG CD m0)-- CL a CL c O m 8 _ m v v Z v COO W W to 'K CL W ni ooa CL ,c w v �o` — v p o win$ CD im c R. CD u W z a 3 � QQ m w p v a fD' x Q o' 0 8 O O (P40 m o O y W o C a C z m w CCI n N CA CT w fJ 8 G) CO O �_ CID 7 CD r A A 11 W x G 0. < •1' N N N W M a s a m A y d A N W CD It ■ CA � W y 141-0 Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. 803214-08 F01S FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS. ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:42:42 2008 Page 1 a1-e 2-S-4 7-4.0 F— 2-2-8 p/�8 �cw • t:z0. 334 Mt12011 3x6 M1120 FP= 3x4 MR011 ISM M1120= 4x6 M1120= 3x4 M1120= 4x4 M1120= 1.5x4 M112011 3x4 M1120= 11.4 M1t2011 4x6 M1120= 1.5.4 M1120= A B C 0 E F Q H I P YV3 IL ei N M L K 4x6 Mt12o= 1.5x4 M02011 &4M1120= 44=20= 5x6 MIIID= 302 MI120M FP= 54 M020= 19.2.0 19.2-0 Plate Offsets MY): : 13:0-1-8Ed a J:Ed a 0-1-8 L:0-1-8 Ed a P:0-1-8 0-0-12 0:0-1-8 0-0-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.31 K-L >725 360 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 SC 0.84 Vert(TL) -0.51 K-L >443 240 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC2006/rP12002 (Matrix) Weight: 76 ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/size) 0=103414-5-0, J=1034/0-5.8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD O-P=-102/0, A-P=-102/0, J-Q=-10010,1-Q =-10010, A-B =-5/0, B-C=-2838/0, C-D=2838/0, D-E=-3528/0, E-F=-3528/0, F-G=-2853/0, G-H =-2853/0, H-1=-510 BOT CHORD N-0=0/1703, M-N=013528. L-M=0/3528, K-L=0/3456, J-K=0/1708 WEBS H-J=-1934/0, B-O=-1927/0, H-K=011307, B-N=011295, G-0-232/0, C-N=-276119, F-0-688/0, D-N=-950/0, F-L=-233/451, D-M=-59/155, E-L=-147128 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock -Hancock res. 803214-08 F01T FLOOR 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS). IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries. Inc. Tue Apr 1514:42:56 2008 Page 1 0-1.8 H F 2-5-4 I 1-4-0 I' 2.2.8 N • t:2�. 3X4 MU2011 3X0 ►tt120 FP= 1.5X4 ►0120= 49=0= 3941[020= 414 N020= 1.594 PAM 91 3X41000= 1.514 MIM 11 4151[[120= 3X4 MOO 11 1.5X4 MM A e c 0 E F O N f 1 P O NY L K 4X0IlIRO= 1.511 W 00 II 4:4 Ad100 = 4.6 M100= 54 MI120 = 3112 141120N FP= 5X6M1120= 19-2-0 19.2-0 Plate Offsets X D:0-1-8 Ede J:Ed a 0-1-8 L:0-1-8,Ed e , [P:0-1-8,0-0-121.10:0-1-8.0-0-12 LOADING (psfl SPACING 2-0-0 CSI DEFL In (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.31 K -L >726 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 K -L >443 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 76 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1660F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Ib/size) 0-1034/0-5-8, J=103410.5.8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O -P =-102/0, A -P=-102!0, J -Q =-100/0,1-Q=-10010, A B=-5/0, B -C=283810, C -D=-2838/0, D -E=-352810, E -F =-3528/0, F -G =-285310, G -H-285310, H -I =510 BOT CHORD N-0=011703, M -N=0/3528, L -M=0/3528, K -L=013456, J -K=011708 WEBS H -J-193410, B-0-192710, H-00/1307, B -N=011295, G-0-232/0, C -N=-276119, F -K=-68810, D•N=-95010, F -L=-2331451, D -M=-59/155, E•L=-147128 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard rw��Z o *w-im m dao-ir ww -i-ir O���D DO o a o m V�iAC�A n t�nAf�W r p A � zmm 00— -4 2 2m 2 A y a MIMto O O Q Z N o0; D O A^ CL A A A Co C O C� cn x y o Oi C)W - . C— G) 91 � N x x x N N N CL CD C-a�� 3 c COcr N.Ni4 a it �cft m�n ca CL a D 3 �' --ten -on w 4� � H a Qz o � a a W g 0 O a ims+ m m m( w c3 n T�•� w v�? W W = rX is 0 O N O m sn stn 0;D03 CL -0 W D N apa pa3 (D cn� y A 0»�a i c nCD T P' U) Oy55 GI Q N o3CA o �o� w o MN P n � Nin 000 m ; W (ng� a ai d W CL 60 00 W a A � m 91 J =r to CD a a N O N Er r � N a . a w�+ n(o'1tw J 0 C p� rn n m 000 W ;o �N aJ M fJ m H T o a Q; a O m n =CD (D CL a f n 23 00w X09 a coo W m aAA� a AAn ��vr F Ra MI�� ov oSo o :R2t! p 8 w J CD aG) IAtA a �- S 2..8 CL CA m w 40 s V v mw� _. o CL `� m m ooa CL 1 � o m m a o; o � � O W 6-0 O as a o °m a m O o 0 m N W W O• � VI 4 a n d tZ. H 0 C 8 X A i/ (� A c 0 C 8 X N (� c C- o t- W O All II 0 Qz a yi w 0 m m m-Imor-o0Dro Ww-4-4r 140 ic n W w N C- vr mNc00 WOOO m 0c)c)m am rr p � 4 a bm D OONO 00� G U) CA II Y a -• Co ay o a a:7� ��� AAA CA 0 0 0 0000� X II - O �[ N X y.:. 0 1 0) c N N N N O 51CD 1 2 C..., 25 P� is 3 N cv -v •v G �S D CL lb Ci. O p � 0� (A -n 'n -n Q W r U7 2L 0] O-tj = 0 C�1 0 fil to O CO N 2r v 6A . C �► CD 7~ CA ffi a } D W�� p ��-n (A O 90 . , �v W 3= < Oz l © g•.,� 0 ! \ \ z O 0 00-0 � � QCT 0) n 11 q y p � CA CA mm \ O a m o ur CD tom. 0 a�w� w- co m a \ r 2 �$.r� �.a`X m cn o 110 S 0 m p�� x 7,0� _`o pCD 0 ;D m = < N W o,a CD w oav 3 D Q u CL Pb o 03 N `°cn�Hn oD 0 Qi p N CL y .� N W aA LL N q ,� z Oca r N 0� QCD CTg A'�; f011 (A. Oc NQNS 52a m Q G3 W0 H Ft M. COX 4s ?li �i N CD '� p m �CO N zr 0 CD C�a N�-+rN CL c9 Oi a� N• wcD Numi000 w Qw� v- �Tgo Q p. 1 /yam/; & MCD ca Q a z P x CDg0 �: oo n $ 2 NI n N II II na =r in yo to NCD � m V n O Q w N I Q '1 N CD r SI T a x 0 0 0 v M a N Ct' m c m a N z w ; le to m o if w co $ W ? 3 m = 0 0. -n m !I ww o 0) V a 0 ap 71r �+ 0..H.. V C _ CL p3 03 V 90 .D ►' x-41P r no g 3 0 0 0 Z::-- \, S N W� OO ppb W 10 IN) 0 bb 00 r CNA W �I twP ;DN W a 7C�o CL C7 a a0 c-rr.S 0 W =_ n CO C V VCil II _� •< 1 p a a 00 ZW 41 W 0) -I 0 a. C o6 m ooa c °1 m a m CL to cCL $ 0.8 0 m O 0 0, N D L p 1 � .. m N :3� N A CT w n7 W X 7 4� W CL = S a < N H co N G i0 1 rl u i A Li W Al A II W W P y� 0 N ..1 L•B� Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. B03214-08 F01 W FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries, Inc, Tue Apr 1514:43:38 2008 Page 1 0-1-8 H I 2-S-4 1-4-0 I 1.7.12 p1 rs�ale • i:zt. 324 M112011 3x6 Mt120 FP= 1.544 M1120= 4A M1120= 344 M1120= 444 M1120= A B C D 1.S" M112011 3x4 W20= 1.614 MM 11 44 M1120= E F e H W M112011 1344 M1120= I P / O I V. i i N M 4A MU20 1-44 MIRO It 546 McRO= L K 444 M1120 3A M1120 FP= 18.7-4 5x4 MM= 18.7-4 Plate Offsets X, D:0-1-8 Ed a J:Ed a 0-1-8 L:0-1-8 Ed a P:0-1-8 0-0-12 Q:0-1-8 0-0-12 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 K-L >865 360 MII20 1971144 TCDL 10.0 Lumber increase 1.00 BC 0.72 Vert(TL) -0.41 K-L >537 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/size) 0=1003/0.5.8, J=1003/0-2-12 FORCES (ib) - Maximum Compression/Maximum Tension TOF CHORD O-P=-10210, A-P=-102/0, J-Q=-101/0,1-Q=-100/0, A-B=-5/0, B-C=-2729/0, C-D=-2729/0, D-E=-3331/0, E-F=-3331/0, F-G=-2739/0, G-H=-2739/0, H-I=-5/0 BOT CHORD N-0=011645, M-N=0/3331, L-M=0/3331, K-L=0/3280. J-K=0/1648 WEBS H-J —1866/0, B-O=-1862/0, H-K=0/1245, B-N=0/1237, G-K=-24110, C-N=-279/8, F-K=-617/0, D-N=-855/0, F-L=-227/407, D-M=-64/129, E-L=-166/63 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) J. 3) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. B03214-08 F01 X FLOOR 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS. ID 83402 7.030 s Jan 3 2008 MTek Industries. Inc Tue Apr 15 14:43:53 2008 Page 1 e-1-s I-! 2-5-4 1-4-0 I 1-7-12 $4 W112011 W W@0 FP= 1.694 MOO= 44, 3"u== <X4141120= 1.594111 it 2X4 M1120= 1.0X4 mum 11 4XE W1120= A 8 c 0 E F G N 0�8 112.11 3.4 161120 11 1.594 WIRD= 1 P �� C L i i N W L K 4s0 141120= 1594 W1R0ll 4X4 14120= 4dJ WK20= h6 4120= 34 W1120 FP= 1 \• 596 41120= 18.7.4 18-7-4 Plate Offsets X, D:0-1-8 Ed a J:Ed a 0-1-8 L:0.1-8 Ed e , P:0-1-80-0-12 Q:0-1-80-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 K-L >865 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Ved(TL) -0.41 K-L >537 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Ib/size) 0=t003&5-8, J=100310-2-12 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O-P =-10210, AP=-1 0210. J-Q=-10110,1-0=40010, A-B =-510, B-C =-272910, C-D=-2729/0, D-E=-333110, E-F=-333110, F-G=-273910, G-H =-273910, H-I=-5/0 BOT CHORD N-0=0/1645, M-N=013331, L-M=013331, K-L=013280, J-K=0/1648 WEBS H-J=-186610, B-0=-1862/0, H-K=011245, B-N=011237, G-K=-24110, C-N=-27918, F-K=-61710, D-N=-855/0, F-L=-2271407, D-M=-641129, E-L=-166163 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joints) J. 3) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.O. Hancock -Hancock res. B03214.08 F01Y FLOOR 9 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, tD 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:44:07 2008 Page 1 0-1-s H 2-5 4 1 I 1-9 2 , p,1 raw. • 1:29. 3A MU20 II Sad MII20 FP= 1.594 M1120= 4*12 WOO= 1.5a414112011 Sad Un20= 1.5.414112011 44141120 = 1.594 411120 II Std 141120= ISM M1120 II 412141120= A 0 C 0 E F O N I J 3■4 M1120 II 1.5.4 M1120= K T u w1 = wl W1 w/ \w3 w1 wl w1� w1 ILI 8 R OP O N M 4x1214020= Sad 141120= 1.5X4 U1120 11 3x1214112014 FP= 4x12141120= 432141120= gad MU20= 44 M1120= 23.10-2 23.10-2 Plate Offsets X, D:0-2-8 Ed a F:0-1-8 Ed a L:Ed a 0-1-8 Q:0-1-8 Ed a S:Ed a 0-1-8 :0-1-8 0-0-12 [U:0-1-8,0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.55 O -P >512 360 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.86 O -P >330 240 MI120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.13 L n/a n/a BCDL 5.0 Code IRC2006lrP12002 (Matrix) Weight: 94 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E'ExcepC BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2 4 X 2 SPF 165OF 1.5E WEBS 4 X 2 SPF Stud/Std *Except' W1 4 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) S=1291/Mechanical, L=1291/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD S -T=-100/0, A -T=-100/0, L -U=-10110, K -U=-10110, A -B=-510, B -C--3790/0, C -D=-3790/0, D -E--550710, E -F=-5507/0, F -G=-5480/0, G -H=-5480/0, H -I= -3795/0,1-J=-3795/0, J -K= -S/0 BOT CHORD R -S=0/2182, Q -R=0/4871, P-0=015507, O -P=0/5507, N-0=014868, M -N=014868, L -M=0/2183 WEBS J -L=-2472/0, B -S=-2471/0, J -M=0/1839, B -R=0/1835, I -M=-243/0, C -R=-240/0, H -M=-1225/0, D -R=-123510, H-0=01698, D-0=0/996, G-0=-307113, E -Q=-28210, F -O=-575/433, F -P=-2201130 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS11TPI 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. B03214-08 F01Z FLOOR 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:44:21 2008 Page 1 0.1.9 2-s-4 1-4-0 l 1.10-12 l 0T1a1 H 414.1:23.1 3:. M112011 3.6 M11W FP= 3:4 MA20 u 1-94 M1120= 4X8 M020= 394 M020= 4X4 M820= 1-%411112011 W M1120= 1.394 W12011 4X0 M100= ISM M020= A B C O E F G N 1 P W3/CV lei 02 N Y L K 4%81!020= 1.5X4 M112011 4X4 M1120= 4x011020= 0X0 M1120= 3X12 M1120 FP = 54 M1120 18-10-4 18-10-4 Plate Offsets X :0-1-8 Ed a J:Ed a 0-1-8 L:0.1-8 Ed a P:0-1-80-0-12 Q:0-1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.28 K-L >800 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.45 K-L >493 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.08 J n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 75 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 640 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/size) 0=101710-2-12, J=101710-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O-P= -10210, A-P=-10210, J-Q=-10010,1-Q=-10010, A-B=-510, B-C=-277810, C-D=-277810, D-E=-341810, E-F=-341810, F-G-2790/0, G-H=-279010, H-1=-5/0 BOT CHORD N-0=011671, M-N=013418, L-M=013418, K-L=013358, J-K=0/1675 WEBS H-J=-189610, B-O=-189110, H-K=011272, B-N=011263. G-K=-23810, C-N=-278113, F-K--64810, D-N=-89610, F-L=2281425, D-M=-621140, E-L=-156/46 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) O. 3) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 1040 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. 803214-08 F02 FLOOR 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 15 14:44:35 2008 Page 1 0.1-6 H 1 2.5.4 r7. 4 NL b. 3X4 M020 it 4x4 M1120= 1.6X4 W120= 10%SS M320H= 1.3X4 Mirk t1 54MU20= 1.50 MU2011 US M1120 FP= 4X4 M1120= 1.594 M1120 II 595 MU20= 1.5X4 U112011 1008 ulrm= A 0 C 0 E F G H I J K L 30 Mt12011 1.5X4 M1120= U W / X U T 3 R O P O 402 M1120= 504 MOW= 418 WOO= 1.524 M112011 1.5X4 U112011 3%12 M1120H FP = 4X3 M1120= 5X14 MU20= 3X12 U1120W8= 27-3.6 4912 M1120= 27-3.6 Plate Offsets KYY G:0-1-8 Ed a 1-1:0-1-8,Ed a N:Ed a 0-1-8 :Ed a 0-1-8 [W:0-1-8,0-0-121, X:0-1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) t/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.84 R-S >384 360 M1120 197/144 TCDL 10.0 Lumber increase 1.00 BC 0.87 Vert(TL) -1.32 R-S >246 240 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.18 N n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 107 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3.8.2 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std *Except' W14 X 2 SPF 165OF 1.5E, W1 4 X 2 SPF 165OF 1.5E, Wt 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E W14 X 2 SPF 165OF 1.5E. W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) V=148010-2-12, N=1480/0-5-8 FORCES (ib) - Maximum Compression/Maximum Tension TOP CHORD V-W=-10010, A-W=-10010, N-X=-10010, M-X=-100/0, A-B=-5/0, B-C=-448810, C-D=-4488/0, D-E=-6856/0, E-F=-6856/0, F-G=-6856/0, G-H=-7287/0, H-I=-6856/0,1-J=-6856/0, J-K=-4488/0, K-L=-4488/0, L-M=-S/0 BOT CHORD U-V=012536, T-U=015904, S-T=017287, R-S=0!7287, Q-R=011287, P-Q=017287, O-P=0/5904, N-0=0/2536 WEBS L-N=-2873/0, B-V=-2873/0, L-0=0/2227, B-U=0/2227, K-O=-242/0, C-U=-242/0, J-0=-1616/0, D-U=-1616/0, J-P=011087, D-T=0/1087, I-P =-315116, E-T=-315/16, H-P=-1009/231, G-T=-1009/231, G-S=-1831218, H-R=-183/218 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) V. 4) This truss is designed In accordance with the 2006 International Residential Cade sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 5) Required 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard '1 Job Truss Truss Type Qty PlyJ.D. Hancock-Hancock res. B03214-08 F03 FLOOR 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, tD 83402 7.030 s Jan 3 2008 MiTek Industries. Inc, Tue Apr 1514:44:50 2008 Page 1 0.1.8 2-S-4 I 1-7-10 HI 24 M112011 1.9x1 W2011 1.5X4 MOO= 10x1810120H= 1.5X4 M320 11 5X8 M1120= 28111120 FP= 4X4 Mato= 04 MI120= 1.9x4 M112011 5X8 Ma20= 1.514 0112011 10x18 M1120H= A B C O E F 6 H I J K L 24 M1120 11 1.5x4 MOO= M W �' - - - j x i v u T s R o P o U1210120= 5X14 Ma20= 44=20= 1-104 Ma20II 1.5X4 MU2011 212 Ma20H FP= 4:0 M020= 5114 MM= 212 MOMS= 27-3-2 4x12 Ma20= 27-3-2 Plate Offsets X G:0-1-8 Ed a 1-11:0-1-8 Ed a N:Ed a 0-1-8 :Ed a 0-1-8 [W:0-1-8.0-0-121, X:0-1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.84 R-S >385 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -1.32 R-S >246 240 M1120H 1481108 BCLL 0.0 Rep Stress Inca YES WS 0.45 Horz(TL) 0.17 N n/a n/a BCDL 5.0 Code IRC2006frPI2002 (Matrix) Weight: 107 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3.8-6 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 1650E 1.5E, W1 4 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.5E W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 165OF 1.5E, Wt 4 X 2 SPF 1650F 1.5E W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) V=1479/Mechanical, N=1479/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W =-100/0, A-W=100/0, N-X=-100/0, M-X=100/0, A-13=-5/0. B-C=-4483/0, C-D=448310, D-E- 6848/0, E-F=-6848/0, F-G=-6848/0, G-H=-7276/0, H-I=-684810, I-J =-684810. J-K=448310, K-L=-448310, L-M=-5/0 BOT CHORD U-V=0/2534, T-U=0/5898, S-T=017276, R-S=Of7276, O-R=0/7276, P-O=0!1276, 0-P=0/5898, N-0=0/2534 WEBS L-N=-2870/0, B-V=287010, L-0=0/2225, S-U=012225, K-0=-242/0, C-U=-24210, J-0=-1614/0, D-U=-1614/0, J-P=011085, D-T=0/1085, I-P=-315/16, E-T=-315/16, H-P=-1004/232, G-T =-1004/232, G-S=-182/218, H-R=-1821218 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Pty J.D. Hancodc-Hancock res. 803214-08 F04 FLOOR 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MTek Industries, Inc. Tue Apr 1514:45:04 2008 Page 1 0-1-a H 2"5-4 1— 1-11-14—� 11—"4-0 A 324 M02011 33 MIRO FP= 1,524 Md20= 4X6 WI20= 1.5=1 MM 11 4[111120= 1.'1X4 moo 11 1.564 MV011 h6 M120= 1.524 2062011 4212 MG20= A D C D E F O N I 01178 r&,% - ,aa. 3X4 ►1120 II 1.5.160120= J R �_ � \wt S w,� w1 w1 w1 w1 w1 L / P O N M L 4212 M1120= 4.4 M620= 4X4 W[20= 2X12 MUM FP= 402 MU20= 4X11 M1120= 21.4.10 4X6 201120= 21-4-10 Plate Offsets MYY :Ed a 0-1-8 N:0-1-8 Ede 0:0-1-8 Ede O:Ed a 0-1-8 R:0-1-80-0-12 S:0-1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.39 L-N >658 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.62 L-N >410 240 Mt120H 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.11 K Na n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 84 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.512, W1 4 X 2 SPF 165OF 1.5E W1 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 1650F 1.5E, W14 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) 0=1156/0-5-8.K=1166/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD O-R=-10110, A-R=-10110, K-S=-10010, J-S=-10010, A-B=-510, B-C=-329810, C-D=-329810, D-E=-445910, E-F=-445910, F-G —4459/0, G-H=-3300/0, H-1=-330010,1-J=-510 BOT CHORD P-0=011931, O-P=0/4122, N-0=014459. M-N=014128, L-M=014128, K-L=011934 WEBS 1-0-218910, B-O=-2186/0, I-L=011559, B-P=011561, H-L=-23510, C-P=-24610, G-L=-94510, D-P=-940/0, G-N=-921713, D-O=-72!117, E-0=-27910, F-N=-23910 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbadcs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J.D. Hanoock-Hancock res. 803214-08 F05 FLOOR 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:45:19 2008 Page 1 0.1-6 H 2-5-4 1-6-10 1 3z4 4112011 6t/4 MMH= 3X5 MOO= 30MU20 FP= 4X4 MIRO= A 0 C 0 E F G 14-0� 4X4 M1t20= 3X6 M1120= 6214 M1120H= H I J K L 1 �: LD"-1 3X4 M112011 M w /�, Jrg 13wj 1 w� + wa�i 1 w1 1 w1 x �w+ U T 8 5X14 M1120= 395M1120= 402 M1120= R OP O 3z6 MI120 = 3021120" FP= 5914 M1120= 012MA= 26.0-14 26.0-14 Plate Offsets X Y : G:0-1-8 Ed a H:0-1-8 Ed a N:Ed a 0-1-8 :Ed a 0.1-8 , :0-1-8 0.0-12 X:0-1-8 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.72 Q-R >428 360 M1120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -1.13 Q-R >274 240 M1120H 1481108 BCLL 0.0 Rep Stress Incr YES WS 0.43 Horz(TL) 0.15 N n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight: 103 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SPF Stud/Std *Except* W1 4 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 1650F 1.5E W14 X 2 SPF 165OF 1.5E, W14 X 2 SPF 1650F 1.5E, W14 X 2 SPF 1650F 1.5E, W1 4 X 2 SPF 1650F 1.5E W1 4 X 2 SPF 165OF 1.5E REACTIONS (Ib/size) V=141410-2-12, N=141410-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-10010, A-W--10010, N-X=-100/0, M-X =-10010, A B=-510, B-C=-424310, C-D=-424310, D-E=-635310, E-F= -6353/0, F-G =-635310, G-H=-664510, H-I =-637910,1-J=-637910. J-K=-424310, K-L=-424310. L-M=-S/0 BOT CHORD U-V=0/2413, T-U=015542, S-T=0/6645, R-S=016645, Q-R=016645, P-0=015540, O-P=015540, N-0=012412 WEBS L-N=-273210, B-V =-273310, L-0=012090, B-U=0/2089, K-0=-24110, C-U=-23710, J-01480/0, D-U=1482/0, J-0=0/957, D-T=0/926,1-0=-30810, F-T —268146, H-Q=-7971293, G-T=-8201242, G-S=-1651257. H-R=-194/163 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MI120 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) V. 5) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4 n *) r ---'' Z �0-1-n x ��-ar mm -I -1r M ,en 0 0 w CT M Nxxm Nxxm r 0 �' I 0 D 8 y N :3 960 U) 00 00 O 00 Z O \ � c ae m cn 0 cn • stow :3 00_ z MM 00 —A� W v+ $ \ \ g $g �_ v ' A A A 0000 X :<0 \ D cn xNw 3$ 2Z0� L y XXX N N N aW- 'A oc �1 O� .�A. tnNUl O \ D 3 = a� O G' N 6 N 03 w ' 0 '�n-n C 0) 0) Q m ,\ N cn Pf N a A O •��Db oCh CA Q \\ O 0T'On g y m 0Z 1vt CD Q awr A \\ Z O -cr 'D cJo - mm ` r- L (0 A J ti C- u a m 8 r- c -I H Q CD 0. L m i $ 0�•' wo a a 7C��c o 000 3 �' a <° , CL _ o 06 Doo3 cacr AM ~ QO N 0 3 s O w�� O N N Sa Q g N X100 .O P5 m w � wco 0f oO s o A CL y' ZOO 4 -0 Nc.<-�"N cl (9 a� SCA nOJ�itm000 a CD M N r CL Ca v, Z o � 4 c � o Awn Q r $ $ M C O fD i1 N �� �� T -1 ON r 0 qco C O 0 � N 0 'Z � cin O, o co N I N m W00ca CL, O O 0 0 0 m ONOOi a CA M v .0 m _ co 11 OD w CA m o T c e� "^ A ir r w d E1 cp N co w O • r + nt � \ 06 C CL y A 0 'P 'P $ _ 0 0 n� ppW OU o�0m b o mw ,a 0C-) :L -n MY �m ci 000`v MM ;°•� 2 00 oiao a + N co fD r 41 awi . . 7CTo a A o g C- rr� T fA o °�— 2cV�„am N m d 01 A Ohi 'c fA o a� 1 w CL Q m m OOa C L O .T A 0] n r cr Q 1 0 ^� W V 03 `T 3 O4 y OCD a O• o �' c m �o w Cl m N N N c D iz =om _ N N O w O A Q m m A mm—aT G Z w J as o C X X 06 to a = S G a t A S cn 7. �3a1 N N n C A J \L - a A V< 41 o GO co 0 • 'n m ` r DwO �z cv -im -4mmmW-IMO�00Dm er WW��r w nMJC-1M Ca C- o o v o M D � 00 Q 00M G) w e c °' � m a ova Z CA vo A^ cn000� bboo� �p G II -1 a N CL �^ AAA x CO) Nam i`c y 8 =Z0Cl) X N XXX -< O CD 0 toCL C31 Gu mommom 0 r m a a o o w a D (D < 13 00 -n -n -n 0) Q N C a-oIn o FCD 88 m \ 0" w 0 Cr 0 i' Qc�py r.�y Woo 0, 6 L" 411 mm \ Z1 r CD .� o�`p� it a ~ o N T o v ? t Z. �C* 0 O m rs? d ?� n Cp r� C1 C)ArMN a0o D Q 1' aIN) CD jQa3 C', 0goyn 1 "� 6 N a to tl H ���0 ZZ - nv+ a � � CA m O7 � N =C1 It 0C3 2 S A. 41 y �A N 800 w q W—> -4000 r5" m a w d MW dao omp�pp�pa N fn 00 O W N 0C -a r ID W !I ti C Q CL m c so o 40 a CD a ' c7 ZN 0 r H y �p 11 S y N n Q .M ,C 5. M J m A O j 11 R*w-I0 N N n" A WOOfA 0,1 � Q w,y CL v 000 Cn ; J V w ;c , A a N II O o N m - T o n rL J ti a ea CD 6w W a a ra re r �- u 1p f O CL J O CO K3 w -1w X<<O 0 0 o II 0 y a c c�c�n D X Z Z 000 N eo = o 1�p obo O �l Q1 A .W► _. j OCD a = as C- rr T A V V A a m CE m ;CD y CL O fn C ZAWC g �? m ooa o O o as CD o m 0 3 CO m �. 7C , 0 .'' Cr CL 0 II Ip _ -4 N 0CO O n r s om v N W N CA O Cr Gito m 3 v W a _ a c Ll F N N IDCif C V U a L _ L A a o f0 0 4 j O 0 ---p �Tzv m000 0 m00C 00000 mom— ,eo le n w C- °c D v G coo y am N w -4'0M woo, n 03 M1 �nnm v�v�D r-r p I P .. A D b 320 M 0 0� O 0 0 M G) O y �\ \` - 1 S$ '� a W N O. t%lCL O O O OJ II QD =5 ' AAA X \�� W1 61 a O "ac xP'rm ?c�. !10413 NNN co (a N 0 T CL W _ c'',Ng3 ��'n A a a 7 �soa 2sp— r y www a vn 3r CD3 CA-n� CA . � D w m r- u c 11 a�� r 2 p ?roa� O 11 ` N � fJl mm r Q W 0 9..o co o on = Q Q \ p, -' 2o 0 SP gH m m T q x 0;or-My div 3 m D J m m \ v r, nodjmo3 Q coo �° cqn� a n aco Co a ODW w-4 to Q N 11 ' Q m N y0111 Q Om CL 00 000e�N� II QZ£j oma! M C��D N ODO m CA �CL t D CL I CD W co !' a ai p _Q ao 60 -0 oo Q CL ;k o Q J 4n y, a a P g J11 W mnnN N 1 W W 11 r R. p1 a O . w� Q v C m !1 a N m s W� ,O t° yl 3 9 O N N v w � � to 6 C m Q@ a 03 .. o m a o C, ; w W a 1 06 n t o W v o 0 g a OUv m CA 000 °'z E'r C40 000 o0 000_ b w [� C :2 J W 46 -4 .� N T CA r Q. an —o 7[c -La N o N � O CL m �' . m OOa C36 w tl r O Q a O D IG !° CD an o� m IDco3 1 c � z n� co Is a ° a cr. �o 3 v °—' m o o n a � .o N Y o� c- m �n = = m t!1 w W Q O m >; a .4 CD C. J A n <9 � N 41 N j A C W D v T sI JO A A Qf O N C Cl) 11 - m • �p CD Job Truss Truss Type Qty Pty J.q. Hancock-Hancock res. 803214-08 F09 FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:46:16 2008 Page i 'P4 �8 Sal • 1:17. 1.5X4 M112011 1.5+4 MUM= 3X4 MI120= 1.5X4 M02011 1.524 MIr2011 3X4 M420= A 8 C D 3X4 M1120= E F 1.5X4 M112011 1.5.4 M020= G M W2 W2 m m m All N X1 ILI 3X6 M1120= 3X4 LIM= 1.5.4 Mn2011 3d MQ0= 14-5-0 3Xs MIY10- 14-5.0 Plate Offsets X Y : A:Ed e,0-0-12 D:0-1-8,Ed a K:0-1-8,Ed a M:0-1-8,0-0-12 , N:D-1-8 0.0-12 LOADING (psf) SPACING 240-0 CSI DEFL in (foe) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) n/a - n/a 999 Mt120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 H n1a n/a BCDL 5.0 Code IRC20061TPI2002 (Matrix) Weight: 58 Ib LUMBER BRACING TOP CHORD 4 X 2 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (Iblsize) L=245114-5.0, H=234114-5-0,1=487114-5-0, K=412/14-5-0, J=167114-5-0 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD L-M =-9810, A-M =-9810, H-N=10010, G-N=-10010, A-B=-410, B-C=0156, C-D=0156, D-E=0/84, E-F=0184, F-G =-510 BOT CHORD K-L=0/242, J-K=-5610, I-J=-5610, H-1=01217 WEBS F-H=-24110, B-L =-26910, F-I=-34310, S-K=-33910, E-I=-25110, C-0-18910, D-1=-32/0, D-J=-18110 NOTES 1) Gable requires continuous bottom chord bearing. 2) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t 1' n Job Truss Truss Type Qty Ply J.D. Hancock-Hancock res. B03214-08 F10 FLOOR 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 7.030 s Jan 3 2008 MiTek Industries, Inc. Tue Apr 1514:46:30 2008 Page 1 091P W Seat* = 1:18. 1.3X4 =20 11 14%411120= 9X410x20= 1.5X4 M.t120 II 3M =20= 113x41112011 3.4 M1120= A B C D E 3X4 M1120= F OLL 1.3X4 MU2011 1.3X4 01120= N : P W2 m JL1/ W3 ., �, vire W2 m i 340 M1120= 3:9 M1120= 1.3X4141120 II 1.3X4 M112011 9X811120 = 155-4 3X6 M1120= 15-S-4 Plate Offsets KY: A:Ed a 0-0-12 D:0-1-8 Ed e , E:0-1-8,Ed a [0:0-1-8.0-0-121, P:0-1-8,0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) !ldefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) n1a - n/a 999 MI120 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) n1a - n1a 999 BCLL 0.0 Rep Stress Ina YES WS 0.11 Horz(TL) 0.00 1 n/a n/a BCDL 5.0 Code IRC20061rP12002 (Matrix) Weight: 63 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SPF Stud/Std REACTIONS (lb/sae) N=241115-5-4,1=236115-5.4, J=492/15-5-4, M=480/15-5-4, L=-6115-5.4, K=215115.5-4 Max UpiiftL=-6(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD N-O=9810, A-O =-9810.1-P=-100/0, H-P=-100/0, A 8=-4/0, B-C=0170. C-D=0110, D-E=0132, E-F=0175, F-G=0175, G-H =-510 BOT CHORD M-N=01233, L-M=3210, K-L =-3210, J-K =-32/0,1-J=0/220 WEBS G-1=24510, B-N=-25910, G-J =-33810, B-M=-346/0, F-J=-254/0, C-101=-19810, E-J=-4910, D-M=-6310, D-L=-13/0, E-K=-203/0 NOTES 1) Gable requires continuous bottom chord bearing. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at joint L. 3) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard A J A co �2 A900 t War ViOrFvpor W0-1-16 mW dm° Nm=:[ ll3ii moon G n N 3: 3y3' 00N 2 ppy N 700;G �� js`o Fi'i w o 0 0 Q000� X .. CA 060 7 O nn3Z� S; X N N -O'D 0 H :3A is � Ct0'n A 0 z 'fl TT m 0. mg`8 s m—,�3 S10 it�,CD ,CD • ( N -nn J a83 Z9 113 mm AWp C36 Sii 0 N n Q m `°0 o co a7c4' cp a 00 cmNo m 5S- �o� tr CL �� vW cDi D W toQm $� no�u3 °D SA5Z ny 0 W WtA -+ w�S0 m pa m to Q O^O Hig- eGN oma Q. C,Q N���N a 0 O S 00 46 a - %t4 00U) O O Q m Nfn 000 avi M»3 eb m CD T LCD L O Q ib N 7O N p' c � w aN6 is fJ N C . 0 4N W a Q N 0 J Cl) rr �• J S. to rs�m 0 N Q �.�n Q � ce N C' 1 o N a, N a v03 000 O. Lq m N W a P J cn c P G N J M. A n C O. c� r 44 w If $ P •n �d L to "� m N A ao -+ D� o m m o o�� M a H a N == z Az o 000 �CO) M N = 00 pNo Q4� rJ ;a ca t :T_tri (7 L ^ ^ a a CL C d H O A co, V V c CD 06 N t0 m a CD a m cr WCO d O A Q� Ol N g� A J A co M(A de 40v,;415 i1 4+vA G 40VSgty s 1 eek cal NN pj,,s