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Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 4090_30_SC_MN_PLATE 6-1-201310223003(23) 0 RC66 290900 4 0 0 a HO 1-3-8 HO 1-3-8 TC 14-10-8 .._ 14-10-8 #11.25x12.5 D #6.25x8.75 -',-- -1--_, #6.25x8.75 #2.5x5 /�/ \ \'�� #2.5x5 '�� W4 F 6-3-0 Ti /: - ,p/' 2 ii \ `\\ W6' \�. ` �--� T2 12J 180-MN18-11.25x15 - �, ,_� /- \ // W5\'�\ /, \ �_\. 180-MN18-11.25x15 A \\ ,/ W3\ / \ // \ W8,7 _ ` G t t 1 . J am- -- WG - ---el-.AS@42 K I B2 H ?C ro #5x6.25 #8.75x8.75 J #8.75x8.75 #5x6.25 &18G-84N18-8.75x20 #180-MS18-7x16 &18G-MN18-8.75x20 BC' 14-10-8 14-10-8 - , 29-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.201'=1' MiTek' online Plus' APPROX. TRUSS WEIGHT: 336.5 LBS Online Plus -- Version 30.0.033 TC V 0 -260 14.9' 29.8' L# MN20 5.Ox 6.2 Ctr Ctr RUN DATE: 30-OCT-15 K# MN20 8.8x 8.8 Ctr Ctr LC# 4 Unbalanced Live 2 J# MS18 7.0x16.0 Ctr Ctr Southern Pine lumber design Dur Fctrs - Lbr 1.15 Plt 1.15 I# MN20 8.8x 8.8 Ctr Ctr values are those effective plf - Dead Live* From To H# MN20 5.Ox 6.2 Ctr Ctr 06-01-13 by SPIB//ALSC UON TC V 40 260 0.0' 29.8' CSI -Size- ----Lumber---- BC V 0 0 0.0' 29.8' # = Plate Monitor used TC 0.36 2x 8 SP-2400f-2.0E TC V 0 -260 0.0' 14.9' Placement Tolerance Used 0.19 in. BC 0.51 2x 8 SP-2400f-2.0E TC V 0 21 14.9' 29.8' WB 0.50 2x 4 SP-#1 REFER TO ONLINE PLUS GENERAL -- 0.25 2x 6 SP-#1 Membr CSI P Lbs Axl-CSI-Bnd NOTES AND SYMBOLS SHEET FOR K -D D -I Top Chords ADDITIONAL SPECIFICATIONS. WG --- 2x12 SP-#1 A -B 0.34 8039 C 0.10 0.24 B -C 0.36 7669 C 0.15 0.21 NOTES: Brace truss as follows: C -D 0.20 7056 C 0.07 0.13 Trusses Manufactured by: O.C. From To D -E 0.20 7056 C 0.07 0.13 Morton Buildings, Inc. TC 24.0" 0- 0- 0 29- 9- 0 E -F 0.36 7669 C 0.15 0.21 Analysis Conforms To: BC 90.0" 0- 0- 0 29- 9- 0 F -G 0.34 8039 C 0.10 0.24 TPI 2007 Bottom Chords paf-Ld Dead Live A -L 0.49 7529 T 0.31 0.18 TC 4.0 26.0 L -K 0.49 7114 T 0.29 0.20 NOTE: USER MODIFIED PLATES BC 0.0 0.0 K -J 0.25 5936 T 0.24 0.01 This design may have plates TC+BC 4.0 26.0 J -I 0.25 5936 T 0.24 0.01 selected through a plate Total 30.0 Spacing 120.0" I -H 0.49 7114 T 0.29 0.20 monitor. Lumber Duration Factor 1.15 H -G 0.51 7529 T 0.31 0.20 Unbalanced Loads Checked Plate Duration Factor 1.15 Webs Load Factors = 1.08 and 0.00 Fb Fc Ft Emin B -L 0.14 1014 C Max comp. force 8039 Lbs TC 1.00 1.00 1.00 1.00 L -C 0.19 904 T Max tens. force 7529 Lbs BC 1.00 1.00 1.00 1.00 C -K 0.50 1856 C Connector Plate Fabrication K -D 0.25 2130 T Tolerance = 10% Total Load Reactions (Lbs) D -I 0.25 2130 T This truss is designed for a Jt Down Uplift Horiz- I -E 0.50 1856 C creep factor of 1.5 which A 4463 E -H 0.19 904 T is used to calculate total G 4462 H -F 0.14 1014 C load deflection. Jt Brg Size TL Defl -0.35° in L -K L/996 A 5.5" LL Defl -0.28" in L -K L/999 `1`l;n7cs7t:r:>"uti G 5.5" Shear // Grain in A -B 0.55 J�0``pe�� Ofe,� """"""" ' LC# 2 Dead Load Check Plates for each ply each face. ev�'� ® "J%�r° e `% Dur Fctrs - Lbr 0.90 Plt 0.90 Plate - MN18 Ga, Gross Area . ®• ` '°.° `% plf - Dead Live* From To Plate - MN20 Ga, Gross Area • Y • /MICQLi, TC V 40 0 0.0' 29.8' Plate - MS18 Ga, Gross Area _• r • BC V 0 0 0.0' 29.8' Jt Type Plt Size X Y 1 ` ". P/lCMOk�tICK • _ A# MN18 11.2x15.0 Ctr Ctr ° 33lo 5 ; LI LC# 3 Unbalanced Live 1 B# MN20 2.5x 5.0 Ctr Ctr 13° MORTON :cc -° Dur Fctrs - Lbr 1.15 Plt 1.15 C# MN20 6.2x 8.8 Ctr Ctr •�� plf - Dead Live* From To D# MN20 11.2x12.5 Ctr Ctr ' O.° IL °:� > TC V 40 260 0.0' 29.8' E# MN20 6.2x 8.8 Ctr Ctr �'�,. X•e*. ®° ••.e �.�. TC V 0 21 0.0' 14.9' G# MN18 11.2x15.0 Ctr Ctr ''s�"oss 6OB° • �� ] Online Plus'"®Copyright MiTek6 1996-2014 Version 300.033 Engineering-Portrait 10/30/2015 2:24:56 PM Page 1 C