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HomeMy WebLinkAbout651FA - Approved Truss ProfilesJob B18803511 Truss GE01 Truss Type Common Supported Gable Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-gof1ST0_s6aEPvj0IP6tuSPtUmysg96YcdVsomy6lkK Scale = 1:58.4 W1 T1 T1 W1 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 0-10-149-1-80-10-149.00 12 Plate Offsets (X,Y)-- [26:0-0-0,0-1-12], [26:0-2-8,0-1-4], [27:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.21 0.09 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-11-0. (lb) - Max Horz37=215(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 30, 31, 32, 33, 34, 35, 28, 27, 25, 24, 23, 22, 21 except 37=-113(LC 4), 36=-108(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 20, 29, 30, 31, 32, 33, 34, 35, 36, 28, 27, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 30, 31, 32, 33, 34, 35, 28, 27, 25, 24, 23, 22, 21 except (jt=lb) 37=113, 36=108. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss GE02 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-dBnnt92EOjqyeDtPQq8LztUCpadn82Rr4x_ytfy6lkI Scale = 1:72.4 T2 T3 T4 W1B1 ST16ST15 ST14 ST13 ST12 ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST15 ST14 ST13 ST12 ST11 ST17 ST18 ST19 ST20 T1 T5 B3B212 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 60 59 58 57 56 55 54 53 52 51 50 49 48 47 4645 44 4342 41 40 39 38 37 36 35 34 33 3x6 3x6 5x6 3x6 3x4 3x6 3x6 3x6 37-7-0 37-7-0 -1-2-8 1-2-8 16-8-0 16-8-0 23-9-8 7-1-8 37-7-0 13-9-8 38-9-8 1-2-8 0-4-35-10-1411-3-00-10-144.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.12 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 32 32 33 32 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST16,ST15,ST14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-43, 19-44, 18-46, 21-42, 22-41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 37-7-0. (lb) - Max Horz2=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 33, 2, 44, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 41, 40, 39, 38, 37, 36, 35, 34 Max Grav All reactions 250 lb or less at joint(s) 33, 2, 44, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 43=263(LC 7), 60=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 18-19=-27/253, 19-20=-27/257, 20-21=-23/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 2, 44, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 41, 40, 39, 38, 37, 36, 35, 34. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss GE03 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-1mSwVB46heCWVgb_5yh2bV6benUMKEdImvCcTzy6lkF Scale = 1:117.2 T2 T3 T4 T5 B1 B3 B4 B3 B5 W1 W2 W3 W4 W5 W6 W8 W7 W9 W11 W10 W6 W12 W13 W15 W14 ST1 ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20ST21 T1 B2 B6 HW1126365 3 4 5 6 7 8 9 10 11 12 13 14 15 62 64 66 31 30 29 28 27 26 25 24 23 22 20 19 18 17 16 67 68 69 21 3x6 5x6 5x8 4x8 3x6 4x6 3x6 3x4 4x6 3x4 3x4 3x6 3x4 4x8 5x12 3x6 5x8 5x12 6x8 6x8 4x8 2x4 4x6 4x6 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-8-8 0-8-8 10-1-12 9-5-4 16-8-0 6-6-4 24-9-8 8-1-8 26-6-0 1-8-8 28-6-8 2-0-8 33-4-0 4-9-8 37-5-0 4-1-0 38-9-4 1-4-4 46-9-8 8-0-4 -1-2-8 1-2-8 9-0-0 9-0-0 16-8-0 7-8-0 19-6-0 2-10-0 24-9-8 5-3-8 26-6-0 1-8-8 28-6-8 2-0-8 33-4-0 4-9-8 40-2-0 6-10-0 46-9-8 6-7-8 48-0-0 1-2-8 0-4-35-10-1412-0-01-10-142-0-012-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-10], [4:0-3-6,0-2-1], [8:0-6-0,0-2-0], [11:0-6-0,0-2-0], [12:0-3-0,0-3-0], [14:0-3-0,0-1-8], [23:0-2-0,0-0-12], [25:0-2-0,0-2-8], [26:0-5-8,0-5-12], [60:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.76 0.77 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.46 0.08 0.08 (loc) 28-29 28-29 21 31-66 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 363 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W5,W6,W7,W9,W10,W12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* ST5,ST6: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 10-25 WEBS 1 Row at midpt 7-28, 8-28, 9-25, 11-23, 13-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-8-0 except (jt=length) 2=1-0-0, 2=1-0-0, 31=0-3-8, 21=0-3-8. (lb) - Max Horz2=311(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 2=-131(LC 4), 31=-115(LC 6), 16=-146(LC 7), 20=-350(LC 2), 17=-132(LC 2) Max Grav All reactions 250 lb or less at joint(s) 18, 21 except 2=520(LC 10), 2=516(LC 1), 31=1568(LC 1), 19=1753(LC 1), 16=294(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 63-65=-494/0, 3-65=-583/0, 3-4=-381/137, 4-5=-1266/133, 5-6=-1176/159, 6-7=-1450/268, 7-8=-1016/246, 8-9=-812/215, 9-10=-743/213, 10-11=-742/213, 11-12=-594/224, 12-13=-615/174 BOT CHORD 64-66=-121/331, 31-66=-121/331, 30-31=-259/123, 29-30=-259/123, 29-68=-99/987, 68-69=-99/987, 28-69=-99/987, 9-26=-42/306, 25-26=-89/814, 10-25=-270/122, 22-23=-408/103, 21-22=-408/103, 20-21=-408/103, 19-20=-408/103 WEBS 4-31=-1507/276, 4-29=-106/1481, 6-29=-714/198, 7-29=-109/419, 7-28=-454/164, 8-28=-261/162, 26-28=-103/1226, 8-26=-99/545, 9-25=-321/33, 23-25=-35/385, 11-25=-132/883, 11-23=-816/122, 13-23=-74/1070, 13-19=-1555/150, 63-64=-325/0, 65-67=-311/16, 3-67=0/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Continued on page 2 Job B18803511 Truss GE03 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:26 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-1mSwVB46heCWVgb_5yh2bV6benUMKEdImvCcTzy6lkF NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 2, 115 lb uplift at joint 31, 146 lb uplift at joint 16, 350 lb uplift at joint 20 and 132 lb uplift at joint 17. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-z8agwt6NDGSEl_lMCNkWgwBumb7IoBwaDDhjYsy6lkD Scale = 1:76.8 T2 T3 T2 B1 W1 W2 W3 W4 W3 W5 W6 HW1 W8 W7 T1 T4 B3B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17ST18 ST19ST20 ST21 ST22 1 56 2 3 4 5 6 7 8 9 10 55 57 18 17 16 15 14 13 115859 60 61 12 3x6 6x8 5x8 6x10 4x6 3x6 3x6 3x6 4x10 5x6 4x6 4x6 3x6 5x6 3x4 3x4 7-6-8 7-6-8 14-9-8 7-3-0 23-4-0 8-6-8 28-9-4 5-5-4 36-1-0 7-3-12 36-9-8 0-8-8 7-6-8 7-6-8 14-9-8 7-3-0 23-4-0 8-6-8 30-2-0 6-10-0 36-9-8 6-7-8 38-0-0 1-2-8 0-10-1412-0-01-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [6:0-5-0,0-2-0], [7:0-3-0,0-3-0], [9:0-2-12,0-1-8], [53:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.91 1.00 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.42 0.05 0.04 (loc) 14-16 14-16 11 18-57 l/defl >999 >814 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1,W6,W8,W7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST5,ST6,ST7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-16, 5-14, 6-14, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 1=Mechanical, 11=1-0-0. (lb) - Max Horz1=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-215(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11 except 1=1406(LC 1), 13=1695(LC 1), 12=410(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-56=-716/0, 2-56=-420/0, 2-3=-1820/175, 3-4=-1271/188, 4-5=-1139/236, 5-6=-545/231, 6-7=-791/226, 7-8=-812/176, 9-11=-308/149 BOT CHORD 55-57=-286/588, 57-59=-173/1357, 18-59=-173/1357, 18-60=-173/1357, 17-60=-173/1357, 16-17=-173/1357, 16-61=-119/917, 15-61=-119/917, 14-15=-119/917, 13-14=-314/86 WEBS 3-18=0/298, 3-16=-589/188, 5-16=-19/734, 5-14=-680/77, 8-14=-24/1153, 8-13=-1627/126, 1-55=-794/0, 57-58=0/296, 56-58=-13/575, 1-58=0/518, 55-58=-807/156, 2-58=-1619/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=215. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-wXiRLY7dktiy_IvlKom_mLHOLO0WGCtthXAqcly6lkB Scale = 1:70.9 W1 T2 T2 W1B1 ST11ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 3x4 3x6 4x6 3x6 3x4 3x4 3x6 28-11-0 28-11-0 -1-2-8 1-2-8 14-5-8 14-5-8 28-11-0 14-5-8 30-1-8 1-2-8 0-10-1411-9-00-10-149.00 12 Plate Offsets (X,Y)-- [41:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.12 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 27 27 28 27 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 212 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* ST11,ST10,ST9,ST8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-39, 13-40, 12-42, 11-43, 15-38, 16-37, 17-36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-11-0. (lb) - Max Horz51=276(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 40, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except 51=-191(LC 4), 28=-116(LC 5), 50=-180(LC 5), 29=-135(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 40, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 51=269(LC 5), 39=261(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/194, 12-13=-19/258, 13-14=-21/271, 14-15=-21/271, 15-16=-19/258 WEBS 14-39=-260/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 42, 43, 44, 45, 46 , 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 51=191, 28=116, 50=180, 29=135. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-OjGpYu8FVBqpcRUxuWHDIYpZ0o9S?hE1wBwN9By6lkA Scale = 1:37.9 T1 W3 B1 W1 W2 1 2 4 3 5 6 2x4 4x6 2x4 3x4 5-7-0 5-7-0 5-7-0 5-7-0 3-7-26-4-106.00 12 Shop to nail girder.LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.90 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 -0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >945 >378 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=1079/0-3-8 (min. 0-1-8), 4=1066/0-3-8 (min. 0-1-8) Max Horz4=82(LC 5) Max Uplift3=-132(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=132. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 861 lb down and 43 lb up at 1-9-12, and 861 lb down and 43 lb up at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-861(B) 6=-861(B) Job B18803511 Truss PB01 Truss Type Piggyback Qty 12 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-OjGpYu8FVBqpcRUxuWHDIYpcPoMa?hn1wBwN9By6lkA Scale = 1:20.2 T1 T1 B1 ST1 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-6-8 8-6-8 4-3-4 4-3-4 8-6-8 4-3-4 0-4-103-2-70-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=179/7-2-3 (min. 0-1-8), 4=179/7-2-3 (min. 0-1-8), 6=267/7-2-3 (min. 0-1-8) Max Horz2=-65(LC 4) Max Uplift2=-31(LC 6), 4=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B18803511 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-swpBmE9tGUygDb37RDoSrmMo4Cj5k8DA8rfxhdy6lk9 Scale = 1:20.2 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-6-8 8-6-8 4-3-4 4-3-4 8-6-8 4-3-4 0-4-103-2-70-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-2-3. (lb) - Max Horz2=65(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job B18803511 Truss T01 Truss Type Common Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-K6NZzaAV1o4XrleK?wJhNzvubctCTWAJNVPUD3y6lk8 Scale = 1:52.1 T1 T1 B1 W2 W1W1 HW1 HW1B21 2 13 3 4 5 6 7 17 8 9 1214 11 10 1816 15 19 20 21 22 23 8x10 4x6 3x6 4x6 2x4 3x8 2x4 8x10 4x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 23-1-8 1-2-8 0-10-149-1-80-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.33 0.82 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.03 0.04 (loc) 11-18 11-18 2 11-14 l/defl >999 >564 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1037/0-3-8 (min. 0-1-10), 8=1037/0-3-8 (min. 0-1-10) Max Horz2=194(LC 5) Max Uplift2=-72(LC 6), 8=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-809/0, 3-13=-771/0, 3-4=-1129/130, 4-5=-904/138, 5-6=-904/138, 6-7=-1129/130, 7-17=-771/0, 8-17=-809/0 BOT CHORD 14-20=-51/846, 20-21=-51/846, 11-21=-51/846, 10-11=0/846, 10-22=0/846, 22-23=0/846, 18-23=0/846 WEBS 5-11=-55/656, 6-11=-292/163, 4-11=-292/163, 2-12=-860/0, 14-15=0/480, 2-15=0/580, 12-15=-398/116, 3-15=-619/372, 8-16=-860/0, 18-19=0/480, 8-19=0/580, 16-19=-398/116, 7-19=-619/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T02 Truss Type COMMON Qty 11 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-oIxxAwA7o6COTvCWZerwwBR4q?EaCzHTc982mWy6lk7 Scale = 1:52.1 T1 T2 B1 W2 W1W1 HW1 HW1B21 2 16 3 4 5 6 7 12 8 15 17 10 9 1311 1418 19 20 21 22 8x10 4x6 8x10 4x6 3x6 4x6 2x4 3x8 2x4 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 0-10-149-1-80-10-149.00 12 Plate Offsets (X,Y)-- [8:Edge,0-5-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.30 0.75 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.03 0.04 (loc) 10-13 10-13 2 10-13 l/defl >999 >556 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=962/0-3-8 (min. 0-1-8), 2=1039/0-3-8 (min. 0-1-10) Max Horz2=205(LC 5) Max Uplift8=-33(LC 7), 2=-72(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-808/0, 3-16=-770/0, 3-4=-1132/131, 4-5=-908/140, 5-6=-908/140, 6-7=-1135/132, 7-12=-803/0, 8-12=-821/0 BOT CHORD 17-19=-66/848, 19-20=-66/848, 10-20=-66/848, 9-10=-25/853, 9-21=-25/853, 21-22=-25/853, 13-22=-25/853, 11-13=-114/260 WEBS 5-10=-57/662, 6-10=-299/166, 4-10=-292/163, 8-11=-770/0, 13-14=0/475, 8-14=0/588, 11-14=-392/131, 7-14=-528/332, 2-15=-858/0, 17-18=0/480, 2-18=0/579, 15-18=-401/112, 3-18=-627/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T03 Truss Type COMMON Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-GVVJOGBmZPKF43ni7LM9TO_8PPY6xHacqpubIyy6lk6 Scale = 1:54.5 T1 T2 B1 W1 W2 W3 HW1 B2 W5 W4 1 2 12 3 4 5 6 7 1113 10 9 8 14 15 16 4x6 3x4 8x10 4x6 3x6 2x4 3x8 4x6 4x8 10-11-8 10-11-8 21-8-0 10-8-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-2-0 5-2-8 21-8-0 5-6-0 0-10-149-1-81-1-29.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.76 0.79 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.65 0.03 0.03 (loc) 8-10 8-10 8 10-13 l/defl >999 >394 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1001/0-3-8 (min. 0-1-9), 8=881/Mechanical Max Horz2=217(LC 5) Max Uplift2=-71(LC 6), 8=-31(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-778/0, 3-12=-738/0, 3-4=-1071/129, 4-5=-844/137, 5-6=-842/140, 6-7=-324/68, 7-8=-280/68 BOT CHORD 13-15=-59/803, 15-16=-59/803, 10-16=-59/803, 9-10=-13/744, 8-9=-13/744 WEBS 4-10=-300/165, 5-10=-60/591, 6-8=-758/65, 2-11=-869/0, 13-14=0/462, 2-14=0/578, 11-14=-356/108, 3-14=-506/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T04 Truss Type COMMON Qty 5 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-kh3ibcCOKjS6iDMvg3tO?cXNvpvugtfm3Td8qOy6lk5 Scale = 1:41.3 T1 T2 B1 W2 W1 W2 W1 HW1 HW1B2 1 2 3 4 5 6 9 8 710 11 4x6 3x6 3x6 2x4 3x6 2x4 4x8 4x8 8-0-0 8-0-0 15-11-0 7-10-15 23-11-0 8-0-0 6-0-5 6-0-5 11-11-8 5-11-3 17-10-11 5-11-3 23-11-0 6-0-5 25-1-8 1-2-8 0-6-146-6-100-6-146.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-9], [1:0-0-9,0-5-12], [1:0-3-8,Edge], [5:0-0-4,0-0-9], [5:0-0-9,0-5-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.76 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.33 0.06 0.04 (loc) 7-9 7-9 5 1-9 l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1001/0-3-8 (min. 0-1-9), 5=1086/0-3-8 (min. 0-1-11) Max Horz1=-73(LC 7) Max Uplift1=-45(LC 6), 5=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1709/236, 2-3=-1533/254, 3-4=-1525/248, 4-5=-1717/229 BOT CHORD 1-9=-123/1447, 8-9=0/982, 8-10=0/982, 10-11=0/982, 7-11=0/982, 5-7=-113/1436 WEBS 3-7=-50/584, 4-7=-301/167, 3-9=-60/597, 2-9=-310/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T05 Truss Type COMMON Qty 9 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Ctd4pyD051byKMx5EmOdYp3XgDFIPL0vI7NiMry6lk4 Scale = 1:41.9 T1 T1 B1 W2 W1 W2 W1 HW1 HW1B21 2 3 4 5 6 7 10 9 811 12 4x6 4x8 3x6 3x6 2x4 3x6 2x4 4x8 8-0-0 8-0-0 15-11-0 7-10-15 23-11-0 8-0-0 -1-2-8 1-2-8 6-0-5 6-0-5 11-11-8 5-11-3 17-10-11 5-11-3 23-11-0 6-0-5 25-1-8 1-2-8 0-6-146-6-100-6-146.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-8,Edge], [6:0-0-4,0-0-9], [6:0-0-9,0-5-12], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.75 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.33 0.06 0.04 (loc) 8-10 8-10 6 2-10 l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1084/0-3-8 (min. 0-1-11), 6=1084/0-3-8 (min. 0-1-11) Max Horz2=-67(LC 7) Max Uplift2=-89(LC 6), 6=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/225, 3-4=-1520/244, 4-5=-1520/244, 5-6=-1712/225 BOT CHORD 2-10=-110/1432, 9-10=0/978, 9-11=0/978, 11-12=0/978, 8-12=0/978, 6-8=-110/1432 WEBS 4-8=-50/584, 5-8=-301/167, 4-10=-50/584, 3-10=-301/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T06 Truss Type COMMON Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Ctd4pyD051byKMx5EmOdYp3YaDF8PKwvI7NiMry6lk4 Scale = 1:40.6 T1 T1 B1 W2 W1 W2 W1 HW1 HW1B2 1 2 3 4 5 8 7 69 10 4x6 3x6 3x6 2x4 3x6 2x4 4x8 4x8 8-0-0 8-0-0 15-11-0 7-10-15 23-11-0 8-0-0 6-0-5 6-0-5 11-11-8 5-11-3 17-10-11 5-11-3 23-11-0 6-0-5 0-6-146-6-100-6-146.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-0-9], [1:0-0-9,0-5-12], [1:0-3-8,Edge], [5:0-0-4,0-0-9], [5:0-0-9,0-5-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.76 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.32 0.06 0.04 (loc) 6-8 6-8 5 1-8 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1003/0-3-8 (min. 0-1-9), 5=1003/0-3-8 (min. 0-1-9) Max Horz1=-61(LC 4) Max Uplift1=-46(LC 6), 5=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1714/239, 2-3=-1538/257, 3-4=-1538/257, 4-5=-1714/239 BOT CHORD 1-8=-144/1452, 7-8=-18/986, 7-9=-18/986, 9-10=-18/986, 6-10=-18/986, 5-6=-144/1452 WEBS 3-6=-60/596, 4-6=-310/176, 3-8=-60/596, 2-8=-310/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-h4BS0HDesKjpxWWHoUvs41cc2ddD8gv3Xn6FvHy6lk3 Scale = 1:77.0 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W7 W9 W8 T1 T5 B3B2 HW1 1 2 20 22 3 4 5 6 7 8 9 10 11 19 21 23 18 17 16 15 14 13 12 24 25 26 3x6 5x8 5x6 3x6 3x4 3x12 3x6 3x4 4x8 3x8 3x8 3x6 4x6 10x10 3x6 0-8-8 0-8-8 10-1-12 9-5-4 16-8-0 6-6-4 23-9-8 7-1-8 30-9-0 6-11-8 37-7-0 6-10-0 -1-2-8 1-2-8 8-8-8 8-8-8 16-8-0 7-11-8 23-9-8 7-1-8 30-9-0 6-11-8 37-7-0 6-10-0 38-9-8 1-2-8 0-4-35-10-1411-3-00-10-144.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-0-0], [2:0-3-8,0-1-8], [12:Edge,0-8-4], [12:0-1-12,0-0-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.86 0.64 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.42 0.05 0.06 (loc) 18-23 18-23 12 18-23 l/defl >802 >291 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W4,W5,W6: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18. WEBS 1 Row at midpt 6-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 1-0-0 except (jt=length) 18=0-3-8, 12=0-5-8. (lb) - Max Horz2=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 12 except 2=-121(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=580(LC 10), 2=578(LC 1), 18=1467(LC 1), 12=1286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 20-22=-559/0, 3-22=-634/0, 3-4=-578/120, 4-5=-1325/123, 5-6=-1238/150, 6-7=-1120/194, 7-8=-1103/201, 8-9=-1128/151, 9-10=-1555/136, 10-12=-1226/157 BOT CHORD 21-23=-120/519, 18-23=-120/519, 16-25=-9/1182, 15-25=-9/1182, 14-15=-9/1182, 14-26=0/1151, 13-26=0/1151, 12-13=-38/290 WEBS 4-18=-1455/260, 4-16=-90/1444, 6-16=-317/109, 6-14=-519/148, 7-14=-92/781, 9-14=-486/162, 10-13=0/865, 20-21=-358/0, 23-24=0/252, 22-24=-268/7, 3-24=-58/395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12 except (jt=lb) 2=121. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T08 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-9GkqEdEGdergZg5TMBQ5dE9mZ0zrt81ClRspRjy6lk2 Scale = 1:76.5 T2 T3 T4 B1 B3 B4 B5 B6W1 W2 W3 W4 W5 W7 W6 W8 W10 W9 W11 W13 W12 T1 T5 B2 HW1 1 2 25 27 3 4 5 6 7 8 9 10 11 12 13 24 26 28 23 22 21 20 19 18 17 16 15 14 29 30 3x6 5x6 3x6 3x12 3x4 3x6 3x6 2x4 2x4 8x8 4x6 2x4 3x4 2x4 4x8 3x8 4x8 6x8 4x10 5x12 3x6 4x6 0-8-8 0-8-8 10-1-12 9-5-4 16-8-0 6-6-4 23-9-8 7-1-8 26-6-0 2-8-8 28-6-8 2-0-8 32-11-0 4-4-8 37-7-0 4-8-0 -1-2-8 1-2-8 9-0-0 9-0-0 16-8-0 7-8-0 23-9-8 7-1-8 26-6-0 2-8-8 28-6-8 2-0-8 32-11-0 4-4-8 37-7-0 4-8-0 38-9-8 1-2-8 0-4-35-10-1411-3-00-10-142-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-10-12,0-1-8], [4:0-3-6,0-2-1], [12:0-3-0,0-1-12], [17:0-6-8,0-4-0], [18:0-2-8,Edge], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.94 0.61 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.48 0.12 0.09 (loc) 23-28 23-28 14 23-28 l/defl >738 >254 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B5: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* W4,W5,W6: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,18-19. WEBS 1 Row at midpt 6-20, 7-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 1-0-0 except (jt=length) 14=0-5-8, 23=0-3-8. (lb) - Max Horz2=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 23 except 2=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=564(LC 10), 2=546(LC 1), 14=1210(LC 1), 23=1483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 25-27=-464/0, 3-27=-550/0, 3-4=-500/151, 4-5=-1248/131, 5-6=-1164/158, 6-7=-1060/197, 7-8=-1335/222, 8-9=-1403/181, 9-10=-1660/137, 10-11=-1763/123, 11-12=-1419/126, 12-14=-1158/147 BOT CHORD 26-28=-154/440, 23-28=-154/440, 21-30=-15/1112, 20-30=-15/1112, 17-18=0/1353, 9-17=0/594 WEBS 4-23=-1388/237, 4-21=-62/1342, 6-21=-314/104, 6-20=-504/153, 18-20=0/930, 7-18=0/1164, 9-18=-669/82, 15-17=0/1155, 11-17=0/334, 11-15=-603/47, 12-15=0/915, 25-26=-285/0, 27-29=-302/0, 3-29=-108/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 23 except (jt=lb) 2=136. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-5fsbeJGW9F5Oo_FsTcTZifE8tqeDL?iVDlLvVcy6lk0 Scale = 1:85.4 T2 T3 T4 T5 B1 B3 B4 B6 B5W1 W2 W3 W4 W5 W6 W8 W7 W9 W10 W11 W15 T1 T6 B2 HW1 W13 W14W12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 16 28 29 30 31 32 17 3x6 5x6 5x8 3x6 4x6 3x6 3x6 4x6 3x6 3x4 3x4 6x8 4x6 3x4 3x4 5x8 5x12 3x6 5x8 3x12 3x6 3x4 4x10 5x12 4x6 0-8-8 0-8-8 10-1-12 9-5-4 16-8-0 6-6-4 24-9-8 8-1-8 29-8-8 4-11-0 33-4-0 3-7-8 37-9-0 4-5-0 38-11-0 1-2-0 42-1-8 3-2-8 46-1-0 3-11-8 46-9-8 0-8-8 -1-2-8 1-2-8 9-0-0 9-0-0 16-8-0 7-8-0 19-6-0 2-10-0 24-9-8 5-3-8 29-8-8 4-11-0 33-4-0 3-7-8 37-9-0 4-5-0 42-1-8 4-4-8 46-9-8 4-8-0 48-0-0 1-2-8 0-4-35-10-1412-0-01-10-141-0-012-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-0], [4:0-3-5,0-2-9], [8:0-6-0,0-2-0], [10:0-6-0,0-2-0], [22:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.68 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.51 0.02 0.05 (loc) 24-25 24-25 16 24-25 l/defl >999 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B1: 2x4 SP 2400F 2.0E, B6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* W5,W6,W7,W9,W10,W11: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 4-3-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-22, 11-20 3-6-0 oc bracing: 18-20 WEBS 1 Row at midpt 7-24, 8-22, 10-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 1-0-0 except (jt=length) 18=0-3-8, 27=0-3-8, 17=0-3-8. (lb) - Max Horz2=310(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 27 except 2=-143(LC 4), 16=-198(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16 except 2=465(LC 10), 2=463(LC 1), 18=1786(LC 1), 27=1682(LC 1), 17=430(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/130, 4-5=-1280/136, 5-6=-1192/162, 6-7=-1477/272, 7-8=-1072/243, 8-9=-722/221, 9-10=-722/221, 10-11=-755/203 BOT CHORD 26-27=-421/107, 25-26=-421/107, 25-29=-122/1017, 29-30=-122/1017, 24-30=-122/1017, 9-22=-275/124, 22-31=-48/512, 21-31=-48/512, 18-20=-1655/142, 11-20=-1397/96 WEBS 4-27=-1629/280, 4-25=-93/1673, 6-25=-739/199, 7-25=-117/379, 7-24=-421/168, 8-24=-75/435, 22-24=-82/801, 10-22=-120/670, 10-21=-464/98, 11-21=-45/879 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 27 except (jt=lb) 2=143, 16=198. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss T10 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-ZrQzsfH9wZDFQ8q21J_oFtnJUExX4UCeRP4T22y6lk? Scale = 1:72.9 T1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W6 W8 W9 W1 W2 W11 W10 T5 B3B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 10 19 20 11 5x8 6x8 5x8 3x6 2x4 3x6 5x12 3x6 3x6 4x8 4x6 4x6 5x6 2x4 4x6 3x6 6-8-0 6-8-0 14-9-8 8-1-8 23-4-0 8-6-8 28-9-4 5-5-4 36-1-0 7-3-12 36-9-8 0-8-8 6-8-0 6-8-0 9-6-0 2-10-0 14-9-8 5-3-8 23-4-0 8-6-8 30-2-0 6-10-0 36-9-8 6-7-8 38-0-0 1-2-8 3-8-35-10-1412-0-01-10-1412-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [5:0-5-0,0-2-0], [8:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.81 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.36 0.03 0.04 (loc) 13-15 15-17 10 15-17 l/defl >999 >948 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W5,W6,W7,W8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-15, 4-13, 5-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 18=Mechanical, 10=1-0-0. (lb) - Max Horz18=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 12 except 10=-192(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 18=1332(LC 1), 12=1610(LC 1), 10=279(LC 11), 11=416(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1409/129, 2-3=-1673/235, 3-4=-1223/224, 4-5=-560/207, 5-6=-809/196, 6-7=-830/146, 7-8=-281/83, 1-18=-1289/142, 8-10=-380/106 BOT CHORD 17-19=-147/1147, 16-19=-147/1147, 15-16=-147/1147, 15-20=-108/920, 14-20=-108/920, 13-14=-108/920, 12-13=-260/142 WEBS 2-17=-826/191, 3-17=-67/430, 3-15=-411/161, 4-15=-27/753, 4-13=-660/88, 7-13=-57/1092, 7-12=-1551/172, 1-17=-72/1410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12 except (jt=lb) 10=192. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-11_L3?HngtL62IPFb1V1n4JUjeFDp_eog2q0aUy6lk_ Scale = 1:76.8 T2 T3 T2 B1 W1 W2 W3 W4 W3 W5 W6 HW1 W8 W7 T1 T4 B3B2 1 20 2 3 4 5 6 7 8 9 10 19 21 18 17 16 15 14 13 112223 24 25 12 3x6 6x8 5x8 3x6 6x10 4x6 3x6 3x6 2x4 3x6 4x10 5x6 4x6 2x4 4x6 3x6 7-6-8 7-6-8 14-9-8 7-3-0 23-4-0 8-6-8 28-9-4 5-5-4 36-1-0 7-3-12 36-9-8 0-8-8 7-6-8 7-6-8 14-9-8 7-3-0 23-4-0 8-6-8 30-2-0 6-10-0 36-9-8 6-7-8 38-0-0 1-2-8 0-10-1412-0-01-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [6:0-5-0,0-2-0], [9:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.80 0.91 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.42 0.05 0.04 (loc) 14-16 14-16 11 18-21 l/defl >999 >814 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1,W6,W8,W7: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-16, 5-14, 6-14, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 1=Mechanical, 11=1-0-0. (lb) - Max Horz1=-284(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-221(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11 except 1=1406(LC 1), 13=1695(LC 1), 12=410(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-716/0, 2-20=-420/0, 2-3=-1820/175, 3-4=-1271/188, 4-5=-1139/236, 5-6=-545/231, 6-7=-791/226, 7-8=-812/176, 9-11=-308/149 BOT CHORD 19-21=-286/588, 21-23=-173/1357, 18-23=-173/1357, 18-24=-173/1357, 17-24=-173/1357, 16-17=-173/1357, 16-25=-119/917, 15-25=-119/917, 14-15=-119/917, 13-14=-314/86 WEBS 3-18=0/298, 3-16=-589/188, 5-16=-19/734, 5-14=-680/77, 8-14=-24/1153, 8-13=-1627/125, 1-19=-794/0, 21-22=0/296, 20-22=-13/575, 1-22=0/518, 19-22=-807/156, 2-22=-1619/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=221. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss T12 Truss Type COMMON Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-11_L3?HngtL62IPFb1V1n4JU3eFRp1Bog2q0aUy6lk_ Scale = 1:70.1 T2 T2 B1 W2 W1 W2 W1 HW1 HW1 T1 T1 B21 2 16 3 4 5 6 7 8 9 20 10 11 15 17 14 13 12 21 1918 22 23 24 25 26 27 28 3x6 4x6 3x6 8x10 4x6 3x6 4x6 2x4 4x6 2x4 8x10 4x6 10-0-0 10-0-0 18-11-0 8-11-0 28-11-0 10-0-0 -1-2-8 1-2-8 7-4-8 7-4-8 14-5-8 7-1-0 21-6-8 7-1-0 28-11-0 7-4-8 30-1-8 1-2-8 0-10-1411-9-00-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.96 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.46 0.08 0.06 (loc) 12-14 12-14 10 14-17 l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1502/0-3-8 (min. 0-2-6), 10=1502/0-3-8 (min. 0-2-6) Max Horz2=255(LC 5) Max Uplift2=-83(LC 6), 10=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-817/0, 3-16=-641/0, 3-4=-1814/154, 4-5=-1659/205, 5-6=-1524/252, 6-7=-1524/252, 7-8=-1659/205, 8-9=-1814/154, 9-20=-641/0, 10-20=-817/0 BOT CHORD 15-17=-217/493, 17-23=-64/1358, 23-24=-64/1358, 14-24=-64/1358, 14-25=0/941, 13-25=0/941, 13-26=0/941, 12-26=0/941, 12-27=0/1358, 27-28=0/1358, 21-28=0/1358, 19-21=-90/493 WEBS 6-12=-115/788, 8-12=-363/232, 6-14=-114/789, 4-14=-363/232, 2-15=-1023/0, 17-18=0/428, 16-18=-55/521, 2-18=0/666, 15-18=-749/136, 3-18=-1466/401, 10-19=-1023/0, 21-22=0/428, 20-22=-55/521, 10-22=0/666, 19-22=-749/136, 9-22=-1467/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T13 Truss Type Common Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-VDYjHLIPRATzfRzR8k0GKIsfn1aVYTMxviZZ5xy6ljz Scale = 1:70.1 T2 T2 B1 W2 W1 W2 W1 HW1 HW1 T1 T3 B2 1 15 2 3 4 5 6 7 8 19 9 10 14 16 13 12 11 20 1817 21 22 23 24 25 26 27 3x6 4x6 3x6 8x10 4x6 3x6 4x6 2x4 4x6 2x4 8x10 4x6 10-0-0 10-0-0 18-11-0 8-11-0 28-11-0 10-0-0 7-4-8 7-4-8 14-5-8 7-1-0 21-6-8 7-1-0 28-11-0 7-4-8 30-1-8 1-2-8 0-10-1411-9-00-10-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.78 0.97 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.45 0.08 0.06 (loc) 11-13 11-13 9 13-16 l/defl >999 >771 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1428/Mechanical, 9=1503/0-3-8 (min. 0-2-6) Max Horz1=-266(LC 4) Max Uplift1=-44(LC 6), 9=-83(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-883/0, 2-15=-672/0, 2-3=-1819/156, 3-4=-1666/208, 4-5=-1530/254, 5-6=-1526/253, 6-7=-1661/206, 7-8=-1816/154, 8-19=-642/0, 9-19=-819/0 BOT CHORD 14-16=-215/527, 16-22=-67/1365, 22-23=-67/1365, 13-23=-67/1365, 13-24=0/943, 12-24=0/943, 12-25=0/943, 11-25=0/943, 11-26=0/1360, 26-27=0/1360, 20-27=0/1360, 18-20=-90/493 WEBS 5-11=-114/788, 7-11=-363/232, 5-13=-117/796, 3-13=-368/233, 1-14=-928/0, 16-17=0/421, 15-17=-31/506, 1-17=0/637, 14-17=-743/158, 2-17=-1391/365, 9-18=-1025/0, 20-21=0/428, 19-21=-55/522, 9-21=0/668, 18-21=-749/136, 8-21=-1467/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss T14 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-zQ65UhJ1CUbqHbYdiSXVtVOrER?jHri48MJ7dNy6ljy Scale = 1:78.1 T1 T2 T3 T4 B1 B3 B4 B6 B5 W3 W5 W6 W8 W7 W9 W10 W11 W1 W2 W15 W4 W13 W14W12 T5 B2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 12 24 25 26 13 5x6 5x8 5x6 3x6 2x4 3x6 2x4 4x6 4x6 3x4 4x10 3x12 3x6 6x8 4x8 5x6 2x4 4x10 5x12 4x6 6-8-0 6-8-0 14-9-8 8-1-8 19-8-8 4-11-0 23-4-0 3-7-8 27-9-0 4-5-0 28-11-0 1-2-0 36-1-0 7-2-0 36-9-8 0-8-8 6-8-0 6-8-0 8-6-0 1-10-0 14-9-8 6-3-8 19-8-8 4-11-0 23-4-0 3-7-8 27-9-0 4-5-0 32-1-8 4-4-8 36-9-8 4-8-0 38-0-0 1-2-8 3-8-35-10-1412-0-01-10-141-0-012-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-0], [6:0-4-0,0-2-0], [18:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.65 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.42 0.03 0.04 (loc) 20-22 20-22 12 20-22 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B6: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* W5,W6,W7,W9,W10,W11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-16 3-7-0 oc bracing: 14-16 WEBS 1 Row at midpt 3-20, 4-18, 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 12=1-0-0. (lb) - Max Horz23=284(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23 except 12=-199(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12 except 23=1256(LC 1), 14=1764(LC 1), 13=429(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1323/156, 2-3=-1505/229, 3-4=-1115/236, 4-5=-757/218, 5-6=-531/204, 6-7=-768/204, 1-23=-1219/143 BOT CHORD 22-23=-255/206, 21-22=-164/1118, 21-24=-164/1118, 20-24=-164/1118, 5-18=-13/429, 18-25=-99/759, 17-25=-100/753, 14-16=-1633/139, 7-16=-1375/93 WEBS 2-22=-697/156, 3-20=-481/168, 4-20=-67/377, 18-20=-102/822, 5-17=-739/142, 7-17=-62/864, 1-22=-53/1320, 3-22=-84/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 12=199. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B18803511 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-woDsvMKHk5rYWvi0qtazywUEiFiflkaNbgoEiGy6ljw Scale = 1:43.0 T1 T1 B1 W3 W2 W1W2W1 B2 HW1 HW1 1 2 3 4 5 9 8 7 610 11 12 13 14 15 166x10 5x6 6x10 5x10 MT18HS 8x8 5x8 3x8 5x8 3x8 6-2-5 6-2-5 11-11-8 5-9-3 17-8-11 5-9-3 23-11-0 6-2-5 6-2-5 6-2-5 11-11-8 5-9-3 17-8-11 5-9-3 23-11-0 6-2-5 0-6-146-6-100-6-146.00 12 Shop to nail girder. Plate Offsets (X,Y)-- [1:0-1-5,0-2-6], [5:0-1-5,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.62 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.33 0.09 0.08 (loc) 6-7 6-7 5 6-7 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 337 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* W3: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=8239/0-3-8 (min. 0-2-4), 5=8547/0-3-8 (min. 0-2-6) Max Horz1=-60(LC 11) Max Uplift1=-433(LC 5), 5=-418(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14650/770, 2-3=-10167/562, 3-4=-10167/562, 4-5=-14972/757 BOT CHORD 1-10=-673/12835, 10-11=-673/12835, 9-11=-673/12835, 8-9=-673/12835, 8-12=-673/12835, 7-12=-673/12835, 7-13=-604/13120, 13-14=-604/13120, 6-14=-604/13120, 6-15=-604/13120, 15-16=-604/13120, 5-16=-604/13120 WEBS 3-7=-414/8676, 4-7=-4730/318, 4-6=-141/4533, 2-7=-4403/330, 2-9=-153/4222 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=433, 5=418. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1236 lb down and 72 lb up at 2-0-12, 1312 lb down and 72 lb up at 4-0-12, 1312 lb down and 72 lb up at 6-0-12, 1312 lb down and 72 lb up at 8-0-12, 1386 lb down and 69 lb up at 10-0-12, 1386 lb down and 69 lb up at 12-0-12, 1386 lb down and 69 lb up at 14-0-12, 1386 lb down and 69 lb up at 16-0-12, 1386 lb down and 69 lb up at 18-0-4, and 1386 lb down and 69 lb up at 20-0-4, and 1408 lb down and 56 lb up at 21-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job B18803511 Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:47 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-woDsvMKHk5rYWvi0qtazywUEiFiflkaNbgoEiGy6ljw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 8=-1312(B) 7=-1386(B) 6=-1386(B) 9=-1312(B) 10=-1236 11=-1312(B) 12=-1386(B) 13=-1386(B) 14=-1386(B) 15=-1386(B) 16=-1408(B) Job B18803511 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-O?nE6iLwVPzP83HCNa5CU80U2f9uUMOXqKXnEiy6ljv Scale = 1:25.4 W1 T1 T2 B1 ST1 ST2 1 2 3 4 7 6 5 2x4 2x4 4x6 3x4 2x4 2x4 2x4 12-2-11 12-2-11 3-10-0 3-10-0 12-2-11 8-4-11 2-3-54-2-50-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-2-3. (lb) - Max Horz7=-80(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 5 Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 6=278(LC 1), 5=368(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-276/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-O?nE6iLwVPzP83HCNa5CU80R2f7?UNnXqKXnEiy6ljv Scale = 1:18.1 W1 T1 T2 B1 ST1 1 2 3 5 4 3x8 4x6 3x6 2x4 9-2-11 9-2-11 3-10-0 3-10-0 9-2-11 5-4-11 0-9-52-8-50-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=151/9-2-2 (min. 0-1-8), 3=193/9-2-2 (min. 0-1-8), 4=332/9-2-2 (min. 0-1-8) Max Horz5=-35(LC 4) Max Uplift5=-36(LC 6), 3=-21(LC 7) Max Grav5=168(LC 10), 3=193(LC 1), 4=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-sBLcK2MYGj5FmDsOxIcR1LZhs2SvDqzg2_HKm8y6lju Scale = 1:8.6 T1 T1 B1 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-9-5 4-8-13 2-4-11 2-4-11 4-9-5 2-4-11 0-0-41-2-50-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=141/4-8-5 (min. 0-1-8), 3=141/4-8-5 (min. 0-1-8) Max Horz1=-9(LC 4) Max Uplift1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-sBLcK2MYGj5FmDsOxIcR1LZf12RvDpdg2_HKm8y6lju Scale = 1:30.0 T1 T1 B1 ST2 ST1 ST1 B2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-2-13 18-2-13 18-3-5 0-0-8 9-1-10 9-1-10 18-3-5 9-1-10 0-0-44-6-130-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.38 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-2-5. (lb) - Max Horz1=-41(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=412(LC 10), 6=412(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-305/149, 4-6=-307/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-KNv_XONA10D6NMRbV?7gaZ6kHSnFyGkqHe0uJay6ljt Scale = 1:20.4 T1 T1 B1 ST1 1 2 3 43x8 4x8 3x8 2x4 0-0-8 0-0-8 12-3-5 12-2-13 6-1-10 6-1-10 12-3-5 6-1-10 0-0-43-0-130-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.37 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=201/12-2-5 (min. 0-1-8), 3=201/12-2-5 (min. 0-1-8), 4=479/12-2-5 (min. 0-1-8) Max Horz1=-27(LC 4) Max Uplift1=-23(LC 6), 3=-27(LC 7) Max Grav1=203(LC 10), 3=203(LC 11), 4=479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-312/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-oaTNlkOooKLz?W0n3iev6me?fs7phkSzWImRr1y6ljs Scale = 1:12.1 T1 T1 B1 1 2 3 3x6 3x4 3x6 0-0-8 0-0-8 6-3-5 6-2-13 3-1-10 3-1-10 6-3-5 3-1-10 0-0-41-6-130-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=201/6-2-5 (min. 0-1-8), 3=201/6-2-5 (min. 0-1-8) Max Horz1=12(LC 5) Max Uplift1=-10(LC 6), 3=-10(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-oaTNlkOooKLz?W0n3iev6mesMs3whkSzWImRr1y6ljs Scale = 1:15.4 T1 W1 B1 1 2 3 3x6 3x6 3x4 7-6-5 7-6-5 0-0-42-6-24.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.60 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=257/7-5-9 (min. 0-1-8), 3=257/7-5-9 (min. 0-1-8) Max Horz1=67(LC 4) Max Uplift1=-11(LC 4), 3=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B18803511 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood Murray Job Reference (optional) 8.200 s Aug 10 2018 MiTek Industries, Inc. Fri Dec 21 12:31:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ap7R5zq4AyHsngsdmr7MCMyvom3-Gm1ly4OQZeUqdgbzcQ98f_B6qGU5QBi6lyV?NTy6ljr Scale = 1:10.1 T1 W1 B1 1 2 3 2x4 2x4 2x4 4-6-5 4-6-5 0-0-41-6-24.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.46 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=137/4-5-9 (min. 0-1-8), 3=137/4-5-9 (min. 0-1-8) Max Horz1=36(LC 4) Max Uplift1=-6(LC 4), 3=-18(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard