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HomeMy WebLinkAboutTRUSS SPECS - 20-00355 - 1142 Greenside Loop - Braden New SFR.pdfJob 202561 Truss A01 Truss Type MOD. QUEEN Qty 10 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:03 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-87XDIUT9g9lglYp3oCzhFpqRig9GVF0ww?qgbSy8k1k Scale = 1:75.1 B1 T1 T2 W1 W2 W3 W4 W5 W6 W7 B2B3 T3 T4 EV1 WCL2 EV2 WCR2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 3x6 4x5 3x6 3x4 4x6 3x4 3x8 3x4 3x4 4x6 3x6 3x5 3x6 3x5 3x6 8-4-4 8-4-4 17-6-0 9-1-12 26-7-12 9-1-12 34-6-8 7-10-12 35-0-0 0-5-8 -1-4-0 1-4-0 5-3-11 5-3-11 11-4-14 6-1-2 17-6-0 6-1-2 23-7-2 6-1-2 29-8-5 6-1-2 35-0-0 5-3-11 36-4-0 1-4-0 1- 2 - 0 12 - 1 0 - 0 1- 2 - 0 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.41 0.45 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.08 0.04 (loc) 13-15 13-15 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-15, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1929/0-5-8 (min. 0-2-1), 12=1929/0-5-8 (min. 0-2-1) Max Horz18=-291(LC 8) Max Uplift18=-91(LC 10), 12=-91(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/122, 3-4=-2230/370, 4-5=-1680/360, 5-19=-1559/369, 6-19=-1523/386, 6-20=-1523/386, 7-20=-1680/369, 7-8=-2094/370, 8-9=-2230/353, 9-10=-380/122, 2-18=-484/182, 10-12=-484/182 BOT CHORD 17-18=-142/1817, 16-17=-50/1643, 15-16=-50/1643, 14-15=-42/1643, 13-14=-42/1643, 12-13=-131/1817 WEBS 4-17=-9/336, 4-15=-643/222, 6-15=-252/1232, 7-15=-643/222, 7-13=-9/336, 3-18=-2104/229, 9-12=-2104/229 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 14-0-0, Exterior(2R) 14-0-0 to 21-0-0, Interior(1) 21-0-0 to 32-10-0, Exterior(2E) 32-10-0 to 36-4-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss A01G Truss Type COMMON GIRDER Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-cJ5bVqUnRTtXNiOFLvUwn1Ndj4VXEd149fZD7vy8k1j Scale = 1:78.4 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV2 WCR2 T3 T4 B2B3 HW11 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 3x6 4x5 3x6 5x10 4x5 6x8 5x6 3x12 10x12 MT20HS 4x5 4x5 3x5 3x8 3x5 3x4 3x5 4x5 1.5x4 3x6 3x6 4-6-12 4-6-12 8-10-0 4-3-4 13-1-4 4-3-4 17-6-0 4-4-12 23-2-13 5-8-13 28-11-11 5-8-13 34-6-8 5-6-13 35-0-0 0-5-8 4-6-12 4-6-12 8-10-0 4-3-4 13-1-4 4-3-4 17-6-0 4-4-12 23-2-13 5-8-13 28-11-11 5-8-13 35-0-0 6-0-5 36-4-0 1-4-0 1- 2 - 0 12 - 1 0 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [4:0-0-12,0-1-8], [20:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.44 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.02 0.02 (loc) 20-21 20-21 13 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 515 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B1: 2x8 DF SS WEBS 2x4 DF No.2 *Except* W1,W2,W3,W11,EV2,WCR2: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 2-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19,13-14. WEBS 1 Row at midpt 4-19, 7-17 REACTIONS.(lb/size) 1=5695/0-5-8 (min. 0-3-1), 19=8981/0-5-8 (min. 0-4-13), 13=807/0-3-8 (min. 0-1-8) Max Horz1=278(LC 7) Max Uplift1=-239(LC 8), 19=-449(LC 8), 13=-226(LC 27) Max Grav1=5695(LC 1), 19=8981(LC 1), 13=1078(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5225/214, 2-3=-5153/237, 3-4=-2273/147, 4-5=-89/1017, 5-6=-62/1196, 6-7=-398/471, 7-8=-406/493, 8-9=-828/354, 9-10=-968/300, 10-11=-1163/286, 11-13=-1020/256 BOT CHORD 1-22=-329/4165, 22-23=-329/4165, 21-23=-329/4165, 21-24=-329/4165, 20-24=-329/4165, 20-25=-228/1853, 25-26=-228/1853, 19-26=-228/1853, 18-19=-889/233, 17-18=-915/233, 16-17=-118/591, 15-16=-118/591, 14-15=-168/837 WEBS 3-21=-135/3502, 3-20=-3070/229, 4-20=-260/5684, 4-19=-5083/332, 6-19=-2085/111, 6-17=-32/1443, 7-17=-799/124, 8-17=-815/170, 8-15=-4/461, 9-15=-468/112, 11-14=-122/669 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: 2x8 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=239, 19=449, 13=226. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 202561 Truss A01G Truss Type COMMON GIRDER Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:04 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-cJ5bVqUnRTtXNiOFLvUwn1Ndj4VXEd149fZD7vy8k1j NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1682 lb down and 83 lb up at 0-8-0, 1679 lb down and 86 lb up at 2-8-0, 1679 lb down and 86 lb up at 4-8-0, 1679 lb down and 86 lb up at 6-8-0, 1668 lb down and 86 lb up at 8-8-0, and 1673 lb down and 90 lb up at 10-8-0, and 1673 lb down and 90 lb up at 12-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-84, 7-11=-84, 11-12=-84, 1-13=-20 Concentrated Loads (lb) Vert: 21=-1679(B) 20=-1668(B) 22=-1682(B) 23=-1679(B) 24=-1679(B) 25=-1673(B) 26=-1673(B) Job 202561 Truss A01S Truss Type Common Structural Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:05 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-4VfzjAVPCn?O?szRvd?9KEvmIUqlz91DOJJnfLy8k1i Scale = 1:79.3 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 ST1 ST3 ST5 ST7 ST20 ST22 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 ST35ST36 ST37ST38 T3 B2B3 1 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 21 20 19 18 17 16 15 14 13 12 55 56 22 3x6 4x5 3x6 3x6 3x8 3x12 3x4 4x5 3x4 3x4 3x4 4x5 3x5 3x6 3x4 3x4 6x8 3x6 8-10-12 8-10-12 17-6-0 8-7-4 22-0-0 4-6-0 26-1-4 4-1-4 34-6-8 8-5-4 35-0-0 0-5-8 -1-4-0 1-4-0 6-0-5 6-0-5 11-9-3 5-8-13 17-6-0 5-8-13 23-2-13 5-8-13 28-11-11 5-8-13 35-0-0 6-0-5 36-4-0 1-4-0 1- 2 - 0 12 - 1 0 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [8:0-0-13,0-1-8], [45:0-0-15,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.45 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.03 0.02 (loc) 26-27 26-27 12 24-26 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 351 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W4,W7,EV1,EV2: 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST3,ST20,ST22,ST29: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 4-24, 3-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-3-8 except (jt=length) 27=0-3-8, 22=0-3-8. (lb) - Max Horz27=-291(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 12 except 18=-170(LC 11), 21=-122(LC 1) Max Grav All reactions 250 lb or less at joint(s) 21, 20, 19, 17, 16, 15, 14, 13, 22 except 18=1801(LC 1), 27=1417(LC 1), 12=385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/154, 3-4=-1420/289, 4-5=-808/268, 5-55=-704/276, 6-55=-661/292, 6-56=-661/292, 7-56=-807/276, 7-8=-1/362, 9-10=-266/160, 2-27=-533/210, 10-12=-430/220 BOT CHORD 26-27=-124/1221, 25-26=-68/938, 24-25=-68/938, 23-24=-8/278, 22-23=-8/278, 21-22=-8/278, 20-21=-8/278, 19-20=-8/278, 18-19=-8/278 WEBS 6-24=-155/327, 7-24=-25/514, 7-18=-1487/211, 8-18=-424/194, 4-24=-699/221, 4-26=-32/446, 3-26=-274/170, 3-27=-1260/103 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 14-0-0, Exterior(2R) 14-0-0 to 21-0-0, Interior(1) 21-0-0 to 32-10-0, Exterior(2E) 32-10-0 to 36-4-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 12 except (jt=lb) 18=170, 21=122. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss A01A Truss Type ROOF SPECIAL Qty 4 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-YiCLwWW1z47Fc0YeTKWOtSSteu9qidhNcz2KCny8k1h Scale = 1:70.5 T1 T2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 HW2 T3 T4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 4x5 3x6 3x4 5x8 6x8 5x8 4x12 5x6 3x5 3x4 3x5 3x5 3x4 3x5 1.5x4 5x6 6-5-8 6-5-8 11-5-4 4-11-12 15-8-12 4-3-8 20-8-8 4-11-12 25-0-0 4-3-8 32-5-0 7-5-0 32-10-8 0-5-8 -1-4-0 1-4-0 6-5-8 6-5-8 11-5-4 4-11-12 16-5-0 4-11-12 20-8-8 4-3-8 25-0-0 4-3-8 28-9-8 3-9-8 32-10-8 4-1-0 1- 2 - 0 12 - 1 - 5 1- 1 - 1 1 3- 1 0 - 6 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [12:0-9-7,Edge], [13:0-5-12,0-2-8], [17:0-5-12,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.46 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.22 0.13 0.05 (loc) 15 14-15 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5: 2x4 DF No.2 SLIDER Right 2x8 DF SS -t 2-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 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) 18=1829/0-5-8 (min. 0-1-15), 12=1699/Mechanical Max Horz18=-264(LC 8) Max Uplift18=-87(LC 10), 12=-66(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2220/307, 3-4=-2521/376, 4-5=-2355/352, 5-19=-2277/358, 6-19=-2230/373, 6-20=-2022/352, 7-20=-2126/334, 7-8=-2322/374, 8-9=-1948/333, 9-10=-2088/322, 10-11=-2188/333, 11-12=-2307/316, 2-18=-1759/314 BOT CHORD 17-18=-254/439, 16-17=-165/1862, 15-16=-104/2175, 14-15=-84/2013, 13-14=-143/1855, 12-13=-175/1669 WEBS 3-17=-825/140, 3-16=0/341, 6-15=-263/1999, 7-15=-306/182, 8-13=-647/72, 2-17=-86/1472 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-7, Interior(1) 1-11-7 to 13-1-9, Exterior(2R) 13-1-9 to 19-8-7, Interior(1) 19-8-7 to 29-7-1, Exterior(2E) 29-7-1 to 32-10-8 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss A01B Truss Type ROOF SPECIAL Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:07 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-0umk8sWfkOF5EA7q122dPf?3?HXSR_MWrdoukEy8k1g Scale = 1:74.9 T1 T2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 EV1 WCL2 EV2 T3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x6 4x5 3x6 3x4 5x8 5x8 5x8 3x4 3x5 3x4 3x5 3x5 3x4 3x5 4x6 3x4 5x6 2x4 6-5-8 6-5-8 11-5-4 4-11-12 15-8-12 4-3-8 20-8-8 4-11-12 25-0-0 4-3-8 32-4-0 7-4-0 32-4-8 0-0-8 32-10-0 0-5-8 -1-4-0 1-4-0 6-5-8 6-5-8 11-5-4 4-11-12 16-5-0 4-11-12 20-8-8 4-3-8 25-0-0 4-3-8 28-9-4 3-9-4 32-10-0 4-0-12 34-2-0 1-4-0 1- 2 - 0 12 - 1 - 5 1- 2 - 0 3- 1 0 - 6 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [15:0-5-12,0-2-8], [19:0-5-12,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.37 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.12 0.04 (loc) 17 16-17 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 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) 20=1792/0-5-8 (min. 0-1-15), 14=1840/0-5-8 (min. 0-1-15) Max Horz20=276(LC 9) Max Uplift20=-87(LC 10), 14=-88(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2166/299, 3-4=-2444/343, 4-5=-2263/305, 5-21=-2185/311, 6-21=-2138/326, 6-22=-1940/310, 7-22=-2045/292, 7-8=-2191/338, 8-9=-1946/309, 2-20=-1723/309, 11-13=-340/105 BOT CHORD 19-20=-252/446, 18-19=-119/1815, 17-18=-45/2106, 16-17=0/1900, 15-16=-59/1683, 14-15=-86/1418 WEBS 3-19=-800/114, 3-18=0/317, 6-17=-215/1906, 7-17=-267/180, 8-16=-27/295, 8-15=-666/52, 9-14=-1958/312, 2-19=-78/1429 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-6, Interior(1) 1-11-6 to 13-1-10, Exterior(2R) 13-1-10 to 19-8-6, Interior(1) 19-8-6 to 30-10-10, Exterior(2E) 30-10-10 to 34-2-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss A01DG Truss Type HIP GIRDER Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:09 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-zHuUZYYwG?VpTTHC8T45U44Ny5C8vxfpJxH_p6y8k1e Scale = 1:58.2 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 T4 B2B3 HW1 HW2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 3x6 4x12 4x5 4x5 4x12 5x6 5x6 4x6 3x4 3x8 2x4 3x4 3x4 3x4 5x6 4x6 5-11-4 5-11-4 12-10-8 6-11-4 19-11-8 7-1-0 26-10-12 6-11-4 32-4-8 5-5-12 32-10-0 0-5-8 -1-4-0 1-4-0 5-11-4 5-11-4 12-10-8 6-11-4 19-11-8 7-1-0 26-10-12 6-11-4 32-10-0 5-11-4 1- 2 - 0 4- 1 1 - 1 1 5- 1 - 8 1- 2 - 0 4- 1 1 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-9-13,Edge], [4:0-3-0,0-2-3], [8:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.42 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.24 0.06 0.08 (loc) 13-15 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 387 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W2,W4,W6: 2x4 DF No.2 SLIDER Left 2x8 DF SS -t 3-7-2, Right 2x6 DF SS -t 3-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except 2-0-0 oc purlins (5-3-8 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=3024/Mechanical, 2=3140/0-5-8 (min. 0-1-11) Max Horz2=99(LC 23) Max Uplift10=-317(LC 9), 2=-336(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4301/516, 3-4=-4165/534, 4-17=-3305/456, 17-18=-3307/457, 18-19=-3309/457, 5-19=-3312/458, 5-20=-5734/844, 20-21=-5734/844, 21-22=-5734/844, 6-22=-5734/844, 6-23=-5734/844, 7-23=-5734/844, 7-24=-3327/459, 24-25=-3324/459, 25-26=-3321/458, 8-26=-3320/458, 8-9=-4184/536, 9-10=-4319/518 BOT CHORD 2-27=-464/3356, 27-28=-464/3356, 16-28=-464/3356, 16-29=-851/5739, 29-30=-851/5739, 30-31=-851/5739, 15-31=-851/5739, 15-32=-851/5739, 14-32=-851/5739, 14-33=-851/5739, 33-34=-851/5739, 13-34=-851/5739, 13-35=-833/5734, 12-35=-833/5734, 12-36=-833/5734, 11-36=-833/5734, 11-37=-390/3371, 37-38=-390/3371, 10-38=-390/3371 WEBS 4-16=-73/1580, 5-16=-2900/534, 5-15=0/604, 7-13=0/600, 7-11=-2877/531, 8-11=-74/1591 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=317, 2=336. 10) This truss is designed in accordance with the 2018 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. Continued on page 2 Job 202561 Truss A01DG Truss Type HIP GIRDER Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:09 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-zHuUZYYwG?VpTTHC8T45U44Ny5C8vxfpJxH_p6y8k1e NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 149 lb up at 5-11-4, 141 lb down and 97 lb up at 8-0-0, 141 lb down and 97 lb up at 10-0-0, 141 lb down and 97 lb up at 12-0-0, 141 lb down and 97 lb up at 14-0-0, 141 lb down and 97 lb up at 16-0-0, 141 lb down and 97 lb up at 16-10-0, 141 lb down and 97 lb up at 18-10-0, 141 lb down and 97 lb up at 20-10-0, 141 lb down and 97 lb up at 22-10-0, and 141 lb down and 97 lb up at 24-10-0, and 295 lb down and 149 lb up at 26-10-12 on top chord, and 76 lb down at 2-0-0, 75 lb down at 4-0-0, 75 lb down at 6-0-0, 75 lb down at 8-0-0, 75 lb down at 10-0-0, 75 lb down at 12-0-0, 75 lb down at 14-0-0, 75 lb down at 16-0-0, 75 lb down at 16-10-0, 75 lb down at 18-10-0, 75 lb down at 20-10-0, 75 lb down at 22-10-0, 75 lb down at 24-10-0, 75 lb down at 26-10-0, and 75 lb down at 28-10-0, and 76 lb down at 30-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-8=-84, 8-10=-84, 2-10=-20 Concentrated Loads (lb) Vert: 4=-295(F) 14=-37(F) 16=-37(F) 11=-37(F) 8=-295(F) 12=-37(F) 17=-141(F) 18=-141(F) 19=-141(F) 20=-141(F) 21=-141(F) 22=-141(F) 23=-141(F) 24=-141(F) 25=-141(F) 26=-141(F) 27=-60(F) 28=-37(F) 29=-37(F) 30=-37(F) 31=-37(F) 32=-37(F) 33=-37(F) 34=-37(F) 35=-37(F) 36=-37(F) 37=-37(F) 38=-60(F) Job 202561 Truss A03 Truss Type Hip Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:09 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-zHuUZYYwG?VpTTHC8T45U44Nt5Egv_cpJxH_p6y8k1e Scale = 1:68.5 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 T4 T5 B2B3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 4x10 5x6 3x6 3x4 3x6 3x5 4x5 3x4 3x8 3x5 4x5 5x8 3x4 5x8 3x6 7-1-6 7-1-6 13-11-4 6-9-14 18-10-12 4-11-8 25-8-10 6-9-14 32-4-8 6-7-14 32-10-0 0-5-8 -1-4-0 1-4-0 7-1-6 7-1-6 13-11-4 6-9-14 18-10-12 4-11-8 25-8-10 6-9-14 32-10-0 7-1-6 34-2-0 1-4-0 1- 2 - 0 10 - 3 - 1 1 10 - 5 - 8 1- 2 - 0 10 - 3 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-5-0,0-0-14], [6:0-3-0,0-2-3], [9:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.32 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.04 0.03 (loc) 16-17 16-17 11 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1816/0-5-8 (min. 0-1-15), 11=1816/0-5-8 (min. 0-1-15) Max Horz18=-240(LC 8) Max Uplift18=-79(LC 10), 11=-79(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2224/239, 3-19=-2066/268, 3-20=-1793/296, 4-20=-1622/311, 4-5=-1593/325, 5-6=-1345/335, 6-21=-1618/324, 7-21=-1793/296, 7-8=-1933/269, 8-22=-2116/247, 9-22=-2225/239, 2-18=-1747/276, 9-11=-1747/276 BOT CHORD 17-18=-229/449, 16-17=-68/1719, 15-16=-4/1343, 14-15=-4/1343, 13-14=-68/1721, 12-13=-68/1721, 11-12=-57/295 WEBS 3-16=-500/146, 5-16=-26/437, 6-14=-10/424, 7-14=-501/146, 2-17=-86/1430, 9-12=-87/1439 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-6, Interior(1) 1-11-6 to 9-3-8, Exterior(2R) 9-3-8 to 23-6-8, Interior(1) 23-6-8 to 30-10-10, Exterior(2E) 30-10-10 to 34-2-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) This truss is designed in accordance with the 2018 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 202561 Truss A04 Truss Type Hip Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:10 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-RTSsmuZY0Jdg5dsPiAbK1IdbqVYCeRRyXb0YLZy8k1d Scale = 1:65.0 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 EV1 WCL2 EV2 WCR2 T4 T5 B2B3 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 5x6 5x6 3x6 3x4 3x6 3x5 4x5 3x8 3x4 3x8 3x5 4x5 5x6 3x4 5x6 3x6 6-1-6 6-1-6 11-11-4 5-9-14 20-10-12 8-11-8 26-8-10 5-9-14 32-4-8 5-7-14 32-10-0 0-5-8 -1-4-0 1-4-0 6-1-6 6-1-6 11-11-4 5-9-14 16-5-0 4-5-12 20-10-12 4-5-12 26-8-10 5-9-14 32-10-0 6-1-6 34-2-0 1-4-0 1- 2 - 0 8- 1 1 - 1 1 9- 1 - 8 1- 2 - 0 8- 1 1 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-3-0,0-2-3], [7:0-3-0,0-2-3], [10:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.43 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 0.05 0.03 (loc) 15-17 15-17 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6,W7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 19=1816/0-5-8 (min. 0-1-15), 12=1816/0-5-8 (min. 0-1-15) Max Horz19=212(LC 9) Max Uplift19=-70(LC 10), 12=-70(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2196/281, 3-20=-2058/306, 3-21=-1913/330, 4-21=-1772/342, 4-5=-1753/354, 5-6=-1467/350, 6-7=-1468/350, 7-22=-1765/354, 8-22=-1913/330, 8-9=-1948/307, 9-10=-2198/289, 2-19=-1750/303, 10-12=-1750/304 BOT CHORD 18-19=-190/356, 17-18=-107/1712, 16-17=-64/1580, 15-16=-64/1580, 14-15=-109/1716, 13-14=-109/1716 WEBS 3-17=-348/134, 5-17=-43/590, 7-15=-43/589, 8-15=-350/134, 2-18=-142/1505, 10-13=-142/1515 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-6, Interior(1) 1-11-6 to 7-3-8, Exterior(2R) 7-3-8 to 25-6-8, Interior(1) 25-6-8 to 30-10-10, Exterior(2E) 30-10-10 to 34-2-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) This truss is designed in accordance with the 2018 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 202561 Truss A05 Truss Type Hip Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:11 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-vf0EzEZAndlXjnQbGt6ZaV9nEvs5Nur6mFm5t?y8k1c Scale = 1:57.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 B2B3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x6 5x6 3x5 3x6 3x8 4x5 1.5x4 3x8 3x8 4x5 3x5 3x7 3x7 3x6 9-11-4 9-11-4 16-5-0 6-5-12 22-10-12 6-5-12 32-4-8 9-5-12 32-10-0 0-5-8 -1-4-0 1-4-0 5-1-6 5-1-6 9-11-4 4-9-14 16-5-0 6-5-12 22-10-12 6-5-12 27-8-10 4-9-14 32-10-0 5-1-6 1- 2 - 0 7- 7 - 1 1 7- 9 - 8 1- 2 - 0 7- 7 - 1 1 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [6:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.51 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.07 0.03 (loc) 9-10 9-10 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 5-10, 3-15, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1819/0-5-8 (min. 0-1-15), 9=1689/0-5-8 (min. 0-1-13) Max Horz15=178(LC 7) Max Uplift15=-60(LC 10), 9=-39(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-403/49, 3-16=-283/69, 3-4=-2020/344, 4-17=-1581/337, 5-17=-1584/336, 5-18=-1589/340, 6-18=-1586/340, 6-7=-2029/351, 7-19=-254/65, 8-19=-386/51, 2-15=-498/143, 8-9=-347/75 BOT CHORD 14-15=-183/1662, 13-14=-141/1921, 12-13=-141/1921, 11-12=-141/1921, 10-11=-141/1921, 9-10=-200/1683 WEBS 4-14=-30/619, 5-14=-507/130, 5-10=-501/130, 6-10=-37/628, 3-15=-1883/289, 7-9=-1914/304 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-6, Interior(1) 1-11-6 to 5-0-0, Exterior(2R) 5-0-0 to 14-7-0, Interior(1) 14-7-0 to 18-3-0, Exterior(2R) 18-3-0 to 27-10-0, Interior(1) 27-10-0 to 29-4-14, Exterior(2E) 29-4-14 to 32-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) This truss is designed in accordance with the 2018 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 202561 Truss A06 Truss Type HIP Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:11 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-vf0EzEZAndlXjnQbGt6ZaV9pcvtxNm76mFm5t?y8k1c Scale = 1:58.6 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 EV1 WCL2 HW2 T4 B2B3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 21 22 23 24 25 5x6 3x6 4x12 3x6 3x8 4x5 3x4 3x4 3x4 3x8 6x8 4x5 4x5 3x4 3x5 5x6 3x6 7-11-4 7-11-4 16-5-0 8-5-12 24-10-12 8-5-12 32-4-8 7-5-12 32-10-0 0-5-8 -1-4-0 1-4-0 4-1-6 4-1-6 7-11-4 3-9-14 13-7-1 5-7-13 19-2-15 5-7-13 24-10-12 5-7-13 28-8-10 3-9-14 32-10-0 4-1-6 1- 2 - 0 6- 3 - 1 1 6- 5 - 8 1- 2 - 0 6- 3 - 1 1 8.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [8:0-3-0,0-2-3], [9:0-4-0,0-2-4], [10:Edge,0-3-10] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.36 0.46 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 0.08 0.04 (loc) 13 11-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W6: 2x4 DF No.2 SLIDER Right 2x8 DF SS -t 5-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1697/Mechanical, 16=1827/0-5-8 (min. 0-1-15) Max Horz16=138(LC 7) Max Uplift10=-33(LC 6), 16=-47(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-294/64, 3-4=-2096/319, 4-23=-1671/308, 5-23=-1673/307, 5-6=-2305/353, 6-7=-2305/353, 7-24=-1699/316, 8-24=-1697/316, 8-9=-2124/332, 2-16=-418/147 BOT CHORD 15-16=-192/1623, 14-15=-191/2259, 13-14=-191/2259, 12-13=-194/2268, 11-12=-194/2268, 10-11=-209/1709 WEBS 4-15=-31/717, 5-15=-848/140, 7-11=-823/139, 8-11=-42/738, 3-16=-1985/247 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-6, Interior(1) 1-11-6 to 3-3-8, Exterior(2R) 3-3-8 to 12-7-0, Interior(1) 12-7-0 to 20-3-0, Exterior(2R) 20-3-0 to 29-6-10, Exterior(2E) 29-6-10 to 32-10-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 16. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss A01C Truss Type Roof Special Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-NsadBZaoYwtOKx?npbdo6jiuvIAx6JbF?vVePRy8k1b Scale = 1:70.1 T1 T2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV1 WCL2 HW2 T3 T4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 3x6 4x5 3x6 3x4 1.5x4 3x5 6x8 5x8 4x12 5x6 3x5 5x8 4x8 3x4 1.5x4 1.5x4 4x5 5-9-15 5-9-15 11-4-6 5-6-7 15-5-10 4-1-4 24-8-14 9-3-4 32-1-14 7-5-0 32-7-6 0-5-8 5-9-15 5-9-15 11-4-6 5-6-7 16-1-14 4-9-8 20-5-6 4-3-8 24-8-14 4-3-8 28-6-6 3-9-8 32-7-6 4-1-0 1- 4 - 1 12 - 1 - 5 1- 1 - 1 1 3- 1 0 - 6 2- 1 - 1 3 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [11:0-9-8,Edge], [12:0-5-4,0-2-4], [14:0-5-12,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.60 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.55 0.13 0.05 (loc) 12-13 12-13 11 13 l/defl >999 >711 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W5,W7: 2x4 DF No.2 SLIDER Right 2x8 DF SS -t 2-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=1688/Mechanical, 11=1688/Mechanical Max Horz17=-259(LC 6) Max Uplift17=-65(LC 10), 11=-66(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2128/290, 2-3=-2530/375, 3-4=-2336/350, 4-5=-2210/364, 5-18=-2004/342, 6-18=-2108/324, 6-7=-2155/434, 7-8=-1939/325, 8-9=-2079/315, 9-10=-2178/325, 10-11=-2299/316, 1-17=-1630/237 BOT CHORD 16-17=-237/326, 13-14=-97/2164, 12-13=-106/1987, 11-12=-171/1658 WEBS 2-16=-872/161, 14-16=-150/1773, 2-14=0/363, 3-13=-262/188, 5-13=-256/1985, 6-13=-272/210, 6-12=-280/127, 7-12=-422/161, 1-16=-124/1544 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-4-14, Interior(1) 3-4-14 to 12-10-12, Exterior(2R) 12-10-12 to 19-5-0, Interior(1) 19-5-0 to 29-4-4, Exterior(2E) 29-4-4 to 32-7-6 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss B01 Truss Type ROOF SPECIAL Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:13 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-r27?OvbQJE?Fy5a_NI81fwF2EiX0rlFODZFCyty8k1a Scale = 1:69.7 T1 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 HW2 T3 T4 B4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 4x6 3x6 3x7 7x8 1.5x4 2x4 3x6 1.5x4 4x8 5x8 3x4 3x4 1.5x4 4x12 5x6 5x6 9-0-14 9-0-14 16-1-14 7-1-0 24-6-14 8-5-0 32-1-14 7-7-0 32-7-6 0-5-8 4-9-2 4-9-2 9-0-14 4-3-12 16-1-14 7-1-0 21-6-9 5-4-11 26-11-3 5-4-11 32-7-6 5-8-3 0- 4 - 1 11 - 1 - 5 12 - 1 - 5 1- 1 - 1 1 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-6-7,0-0-13], [10:0-9-7,Edge], [15:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.55 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.07 0.05 (loc) 1-15 1-15 10 1-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF No.2 *Except* W1,W2,W7: 2x4 DF Stud SLIDER Right 2x8 DF SS -t 3-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied. 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 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1693/Mechanical, 10=1693/Mechanical Max Horz1=-245(LC 6) Max Uplift1=-68(LC 10), 10=-70(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2647/379, 2-3=-2329/355, 3-4=-2411/523, 4-5=-2229/537, 5-16=-1433/366, 6-16=-1568/343, 6-7=-1951/366, 7-8=-2053/353, 8-9=-2197/326, 9-10=-2352/307 BOT CHORD 1-15=-217/2136, 3-15=-534/260, 12-13=-82/1531, 11-12=-82/1531, 10-11=-163/1724 WEBS 2-15=-331/123, 13-15=0/1187, 5-15=-284/1238, 5-13=-81/550, 6-13=-618/208, 6-11=-33/344 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-12 to 3-3-14, Interior(1) 3-3-14 to 12-10-12, Exterior(2R) 12-10-12 to 19-5-0, Interior(1) 19-5-0 to 29-4-4, Exterior(2E) 29-4-4 to 32-7-6 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss A02 Truss Type Half Hip Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:13 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-r27?OvbQJE?Fy5a_NI81fwF59iYxrhhODZFCyty8k1a Scale = 1:62.1 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 T3 T4 B2B3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 5x6 3x6 3x4 4x5 3x4 3x6 3x5 4x5 3x8 3x4 3x4 3x4 5x6 3x6 7-1-13 7-1-13 14-0-2 6-10-5 22-10-12 8-10-10 31-7-6 8-8-10 32-0-14 0-5-8 7-1-13 7-1-13 14-0-2 6-10-5 19-11-3 5-11-1 25-10-5 5-11-1 32-0-14 6-2-9 1- 4 - 1 10 - 8 - 3 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-12,0-2-0], [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.49 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.04 0.07 (loc) 9-10 9-10 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV1,WCL2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 2-12, 5-12, 5-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1653/0-5-8 (min. 0-1-12), 15=1653/Mechanical Max Horz15=334(LC 7) Max Uplift9=-156(LC 7), 15=-53(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2117/216, 2-16=-1968/236, 2-17=-1715/255, 3-17=-1533/270, 3-4=-1513/284, 4-18=-1271/301, 5-18=-1270/301, 5-6=-1035/249, 1-15=-1582/195 BOT CHORD 14-15=-329/338, 13-14=-266/1642, 12-13=-266/1642, 11-12=-196/1208, 10-11=-196/1208, 9-10=-154/805 WEBS 2-12=-506/157, 4-12=0/366, 5-10=-631/148, 6-10=-43/840, 6-9=-1576/180, 1-14=-76/1453 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-4-4, Interior(1) 3-4-4 to 9-5-11, Exterior(2R) 9-5-11 to 18-6-9, Interior(1) 18-6-9 to 28-8-10, Exterior(2E) 28-8-10 to 31-11-2 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 9=156. 7) This truss is designed in accordance with the 2018 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 202561 Truss B01A Truss Type Roof Special Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-JEhNcFc24Y86aF9Ax0gGB8nDM6tMaCZYSD_lUKy8k1Z Scale = 1:69.7 T1 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 EV2 WCR2 T3 T4 B4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 4x6 5x8 3x6 3x7 7x8 1.5x4 2x4 3x6 1.5x4 4x8 3x4 3x4 4x6 3x5 3x4 9-0-14 9-0-14 16-1-14 7-1-0 24-2-9 8-0-11 31-7-6 7-4-13 32-0-14 0-5-8 4-9-2 4-9-2 9-0-14 4-3-12 16-1-14 7-1-0 21-4-6 5-2-8 26-6-14 5-2-8 32-0-14 5-6-0 0- 4 - 1 11 - 1 - 5 12 - 1 - 5 1- 6 - 0 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-6-7,0-0-13], [15:0-2-4,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.54 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.07 0.05 (loc) 1-15 1-15 10 1-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4,W5,W6: 2x4 DF No.2 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: 13-14. WEBS 1 Row at midpt 6-13, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1657/Mechanical, 10=1657/0-5-8 (min. 0-1-12) Max Horz1=253(LC 9) Max Uplift1=-67(LC 10), 10=-66(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2583/371, 2-3=-2265/347, 3-4=-2347/515, 4-5=-2165/529, 5-16=-1373/359, 6-16=-1497/345, 6-7=-1938/353, 8-9=-294/102, 9-10=-306/112 BOT CHORD 1-15=-209/2084, 3-15=-533/260, 12-13=-63/1424, 11-12=-63/1424, 10-11=-139/1555 WEBS 2-15=-333/123, 13-15=0/1136, 5-15=-282/1232, 5-13=-76/493, 6-13=-539/192, 6-11=-31/293, 7-10=-1899/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-12 to 3-3-4, Interior(1) 3-3-4 to 12-11-6, Exterior(2R) 12-11-6 to 19-4-6, Interior(1) 19-4-6 to 28-8-10, Exterior(2E) 28-8-10 to 31-11-2 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss B02 Truss Type Half Hip Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-JEhNcFc24Y86aF9Ax0gGB8nEW6vNaAFYSD_lUKy8k1Z Scale = 1:69.9 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 T3 T4 B4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x7 3x6 4x5 4x6 4x5 6x8 1.5x4 2x4 3x6 3x5 1.5x4 4x5 4x12 1.5x4 4x8 1.5x4 4x8 4-9-2 4-9-2 9-0-14 4-3-12 16-0-2 6-11-4 21-2-10 5-2-8 26-6-14 5-4-4 31-7-6 5-0-8 32-0-14 0-5-8 4-9-2 4-9-2 9-0-14 4-3-12 16-0-2 6-11-4 21-2-10 5-2-8 26-6-14 5-4-4 32-0-14 5-6-0 0- 4 - 1 11 - 0 - 3 12 - 0 - 3 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-8-0,0-1-8], [9:Edge,0-3-8], [16:0-2-12,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.41 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.06 0.05 (loc) 3 14-15 10 3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF No.2 *Except* W1,W2,W3: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 5-14, 5-13, 6-13 2 Rows at 1/3 pts 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1657/0-5-8 (min. 0-1-12), 1=1657/Mechanical Max Horz1=371(LC 9) Max Uplift10=-152(LC 7), 1=-62(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2682/232, 2-18=-2530/243, 2-3=-2238/270, 3-19=-2328/404, 4-19=-2156/411, 4-5=-2140/425, 5-20=-1024/290, 6-20=-1023/290, 6-7=-1023/290, 7-8=-1023/290 BOT CHORD 1-17=-284/2130, 16-17=-284/2130, 3-16=-533/212, 13-14=-192/1147, 12-13=-134/655, 11-12=-134/655, 10-11=-134/655 WEBS 2-16=-416/77, 14-16=-197/1051, 5-16=-228/1209, 5-13=-353/70, 6-13=-431/124, 8-13=-101/887, 8-10=-1565/147 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-12 to 3-3-4, Interior(1) 3-3-4 to 11-5-12, Exterior(2R) 11-5-12 to 20-6-8, Interior(1) 20-6-8 to 28-8-10, Exterior(2E) 28-8-10 to 31-11-2 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=152. 7) This truss is designed in accordance with the 2018 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 202561 Truss C01 Truss Type ROOF SPECIAL Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:15 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-oRFlpbcgrrGzBOkMVjBVkLKPcWGoJbchhtkJ0my8k1Y Scale = 1:72.1 T1 T2 T3 EV2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 3x6 4x5 5x12 1.5x4 1.5x4 5x8 1.5x4 3x4 3x5 3x4 3x5 6x8 1.5x4 5x8 4x5 5-4-4 5-4-4 9-8-12 4-4-8 17-2-12 7-6-0 19-0-0 1-9-4 22-9-4 3-9-4 26-4-8 3-7-4 26-10-0 0-5-8 5-4-4 5-4-4 10-5-0 5-0-12 17-2-12 6-9-12 19-0-0 1-9-4 22-9-4 3-9-4 26-10-0 4-0-12 5- 2 - 0 7- 6 - 1 3 12 - 1 - 5 6- 6 - 1 3 1- 0 - 0 2- 1 0 - 6 1- 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [10:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.34 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 0.08 0.03 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1380/Mechanical, 15=1380/0-5-8 (min. 0-1-8) Max Horz15=310(LC 7) Max Uplift8=-93(LC 11), 15=-40(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1243/222, 2-16=-1497/255, 3-16=-1375/277, 3-17=-1254/245, 4-17=-1431/230, 4-5=-1254/261, 5-6=-759/200, 6-7=-759/200, 7-8=-1344/204, 1-15=-1338/191 BOT CHORD 14-15=-318/278, 13-14=-241/1068, 12-13=-130/1470, 5-10=-88/670, 9-10=-103/1258 WEBS 2-14=-804/89, 2-13=-6/283, 3-13=-107/980, 4-13=-348/180, 4-12=-661/150, 10-12=-89/1355, 4-10=-376/84, 5-9=-939/118, 6-9=-373/97, 7-9=-175/1421, 1-14=-40/1066 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 23-8-4, Exterior(2E) 23-8-4 to 26-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss C01A Truss Type ROOF SPECIAL Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-Gdp71xdJc9OqpYJZ2RikHZtaaweH25NrwWTsYCy8k1X Scale = 1:72.1 T1 T2 T3 EV2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 3x6 4x5 4x5 1.5x4 3x5 1.5x4 5x8 1.5x4 3x5 3x4 4x5 6x8 3x8 3x4 3x4 5-4-4 5-4-4 9-8-12 4-4-8 14-9-14 5-1-2 19-0-0 4-2-2 22-10-10 3-10-10 26-4-8 3-5-14 26-10-0 0-5-8 5-4-4 5-4-4 10-5-0 5-0-12 14-9-14 4-4-14 19-2-12 4-4-14 22-10-10 3-7-14 26-10-0 3-11-6 5- 2 - 0 6- 4 - 1 1 12 - 1 - 5 5- 4 - 1 1 1- 0 - 0 2- 1 0 - 6 1- 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [10:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.26 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.08 0.03 (loc) 10 12-13 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1380/Mechanical, 15=1380/0-5-8 (min. 0-1-8) Max Horz15=296(LC 7) Max Uplift8=-82(LC 11), 15=-41(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1246/223, 2-16=-1495/258, 3-16=-1360/279, 3-17=-1246/267, 4-17=-1358/248, 4-5=-1879/383, 5-6=-914/199, 1-15=-1338/191 BOT CHORD 14-15=-304/281, 13-14=-210/1070, 12-13=-94/1430, 5-10=-491/184, 9-10=-108/1520, 8-9=-70/913 WEBS 2-14=-803/94, 2-13=-4/260, 3-13=-166/1099, 4-13=-417/184, 10-12=-71/1249, 4-10=-156/420, 5-9=-997/132, 6-9=-60/842, 6-8=-1514/187, 1-14=-42/1071 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 23-8-4, Exterior(2E) 23-8-4 to 26-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss C01B Truss Type ROOF SPECIAL Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-Gdp71xdJc9OqpYJZ2RikHZtaWwcV27nrwWTsYCy8k1X Scale = 1:72.1 T1 T2 T3 EV2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV1 WCL2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 4x5 4x12 3x4 3x5 1.5x4 5x8 1.5x4 1.5x4 7x8 3x5 3x4 3x5 3x4 5-4-4 5-4-4 9-8-12 4-4-8 15-3-12 5-7-0 19-0-0 3-8-4 26-4-8 7-4-8 26-10-0 0-5-8 5-4-4 5-4-4 10-5-0 5-0-12 15-3-12 4-10-12 19-0-0 3-8-4 22-9-4 3-9-4 26-10-0 4-0-12 5- 2 - 0 8- 1 0 - 3 12 - 1 - 5 7- 1 0 - 3 1- 0 - 0 2- 1 0 - 6 1- 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.37 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.07 0.03 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* EV2,W3,W7,W8,W9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. 1 Row at midpt 5-9 WEBS 1 Row at midpt 7-8, 4-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1380/Mechanical, 14=1380/0-5-8 (min. 0-1-8) Max Horz14=325(LC 7) Max Uplift8=-107(LC 11), 14=-39(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1245/222, 2-15=-1495/257, 3-15=-1364/278, 3-16=-1253/258, 4-16=-1364/244, 4-5=-1025/255, 5-6=-1027/255, 1-14=-1338/190 BOT CHORD 13-14=-334/275, 12-13=-279/1067, 11-12=-152/1429, 5-9=-298/84, 8-9=-100/613 WEBS 2-13=-803/93, 2-12=-4/266, 3-12=-143/1053, 4-12=-357/174, 9-11=-83/1338, 4-9=-665/74, 6-9=-96/901, 6-8=-1313/178, 1-13=-41/1070 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 23-8-4, Exterior(2E) 23-8-4 to 26-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 8=107. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss C01C Truss Type ROOF SPECIAL Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:17 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-kpNWEHexNTWhRiulc8DzpmPlKJzwna1_8ADP5fy8k1W Scale = 1:72.1 T1 T2 T3 EV2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 3x6 4x5 5x12 3x4 3x5 1.5x4 5x8 1.5x4 1.5x4 6x8 3x5 3x4 4x5 3x8 1.5x4 5-4-4 5-4-4 9-8-12 4-4-8 14-8-8 4-11-12 19-0-0 4-3-8 21-2-12 2-2-12 26-4-8 5-1-12 26-10-0 0-5-8 5-4-4 5-4-4 10-5-0 5-0-12 14-8-8 4-3-8 19-0-0 4-3-8 21-2-12 2-2-12 26-10-0 5-7-4 5- 2 - 0 4- 1 0 - 6 12 - 1 - 5 3- 1 0 - 6 1- 0 - 0 1- 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.29 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.08 0.03 (loc) 10 12-13 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1380/Mechanical, 15=1380/0-5-8 (min. 0-1-8) Max Horz15=-290(LC 8) Max Uplift8=-71(LC 11), 15=-42(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1246/224, 2-16=-1494/259, 3-16=-1360/280, 3-17=-1246/268, 4-17=-1354/250, 4-5=-1858/392, 5-6=-1842/310, 1-15=-1338/191 BOT CHORD 14-15=-284/284, 13-14=-173/1072, 12-13=-44/1424, 9-10=-148/1707, 8-9=-151/1702 WEBS 2-14=-803/95, 2-13=-4/259, 3-13=-169/1101, 4-13=-425/182, 10-12=-33/1220, 4-10=-168/387, 6-10=-412/75, 6-8=-1990/247, 1-14=-43/1071 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 23-8-4, Exterior(2E) 23-8-4 to 26-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss C01E Truss Type Roof Special Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:17 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-kpNWEHexNTWhRiulc8DzpmPmjJzfnYR_8ADP5fy8k1W Scale = 1:69.0 T1 T2 T3 T4 EV2B1B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV1 WCL2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 3x6 4x10 5x6 1.5x4 3x5 1.5x4 1.5x4 1.5x4 6x8 3x5 3x4 5x8 3x8 4x5 3x8 1.5x4 4x12 5-1-6 5-1-6 9-8-12 4-7-6 10-10-12 1-2-0 14-11-6 4-0-10 19-0-0 4-0-10 23-2-12 4-2-12 26-4-8 3-1-12 26-10-0 0-5-8 5-1-6 5-1-6 9-11-4 4-9-14 10-10-12 0-11-8 14-11-6 4-0-10 19-0-0 4-0-10 23-2-12 4-2-12 26-10-0 3-7-4 5- 2 - 0 11 - 7 - 1 1 3- 6 - 1 3 11 - 9 - 8 2- 6 - 1 3 1- 0 - 0 2- 1 0 - 6 1- 0 - 0 10 - 7 - 1 1 8.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [4:0-3-0,0-2-3], [11:0-2-12,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.31 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.09 0.03 (loc) 11 10-11 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4,W5,W9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 7-8. 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) 9=1380/Mechanical, 17=1380/0-5-8 (min. 0-1-8) Max Horz17=-283(LC 8) Max Uplift9=-64(LC 11), 17=-41(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1210/225, 2-18=-1497/261, 3-18=-1369/281, 3-4=-1113/287, 4-19=-1337/298, 5-19=-1437/282, 5-6=-1879/398, 6-7=-1892/294, 1-17=-1342/194 BOT CHORD 16-17=-260/276, 15-16=-151/1033, 14-15=-45/1220, 13-14=-53/1423, 6-11=-364/161, 10-11=-194/1857, 9-10=-197/1852 WEBS 2-16=-816/101, 2-15=-6/311, 3-15=-111/708, 3-14=-289/174, 4-14=-112/580, 5-14=-366/173, 11-13=-28/1235, 5-11=-166/442, 7-11=-400/86, 7-9=-2175/277, 1-16=-48/1067 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-4, Exterior(2R) 6-11-4 to 13-10-12, Interior(1) 13-10-12 to 23-8-4, Exterior(2E) 23-8-4 to 26-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 17. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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 202561 Truss E01E Truss Type GABLE COMMON Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:18 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-C0xuRdfZ8meY2sTxArkCM_y_LjKGW9R8Nqyzd5y8k1V Scale = 1:54.6 EV1 T1 T2 EV2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 B2 ST19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 41 3x4 3x4 4x5 3x4 3x4 5x6 25-3-6 25-3-6 25-8-14 0-5-8 12-0-14 12-0-14 25-8-14 13-8-0 1- 4 - 1 9- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [10:0-2-8,0-1-12], [20:Edge,0-1-8], [21:Edge,0-1-8], [28:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.16 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* EV2: 2x4 DF No.2 OTHERS 2x4 DF No.2 *Except* ST2,ST3,ST4,ST5,ST6,ST7: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-20. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 10-31, 11-30, 12-29, 13-28, 14-27, 15-26, 16-25, 17-24, 18-23, 19-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-8-14. (lb) - Max Horz40=292(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 except 40=-225(LC 8), 39=-320(LC 7) Max Grav All reactions 250 lb or less at joint(s) 21, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 except 40=397(LC 7), 39=288(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-40=-251/145, 1-2=-318/197 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 9-0-14, Corner(3R) 9-0-14 to 15-0-14, Exterior(2N) 15-0-14 to 22-7-2, Corner(3E) 22-7-2 to 25-7-2 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 37, 36, 35, 34, 33 , 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 40=225, 39=320. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 202561 Truss C01D Truss Type Roof Special Qty 4 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-gCVGfzgBv4mOg027kZFRuBV7X7g?FV_HcUiW9Xy8k1U Scale = 1:71.1 T1 T2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 W8 T3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x6 4x5 3x6 1.5x4 5x8 1.5x4 1.5x4 6x8 1.5x4 3x5 3x4 3x4 3x8 3x7 5-4-4 5-4-4 9-8-12 4-4-8 14-8-8 4-11-12 19-0-0 4-3-8 23-10-8 4-10-8 24-4-0 0-5-8 5-4-4 5-4-4 10-5-0 5-0-12 14-8-8 4-3-8 19-0-0 4-3-8 24-4-0 5-4-0 5- 2 - 0 12 - 1 - 5 1- 1 0 - 0 1- 0 - 0 1- 3 - 1 3 1- 0 - 0 8.00 12 3.00 12 Plate Offsets (X,Y)-- [9:0-2-12,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.19 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.03 0.02 (loc) 12 11-12 8 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1250/0-5-8 (min. 0-1-8), 8=1250/0-5-8 (min. 0-1-8) Max Horz14=-293(LC 8) Max Uplift14=-42(LC 10), 8=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1002/211, 2-15=-1095/256, 3-15=-960/277, 3-16=-901/267, 4-16=-1006/253, 4-5=-1339/333, 5-6=-1254/212, 6-7=-1368/199, 1-14=-1206/183, 7-8=-1190/188 BOT CHORD 13-14=-242/269, 12-13=-117/821, 11-12=-5/975, 5-9=-417/189 WEBS 2-13=-600/84, 3-12=-164/680, 4-12=-363/153, 9-11=0/879, 1-13=-33/901, 7-9=-71/1000 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-0, Exterior(2R) 7-5-0 to 13-5-0, Interior(1) 13-5-0 to 21-2-4, Exterior(2E) 21-2-4 to 24-2-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss F01E Truss Type Common Supported Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-8O3esIgpgOuFIAcKHGngRP1P4X2N_3tQq8R4hzy8k1T Scale = 1:51.0 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 42 3x6 4x6 21-6-8 21-6-8 22-0-0 0-5-8 -1-4-0 1-4-0 11-0-0 11-0-0 22-0-0 11-0-0 23-4-0 1-4-0 1- 2 - 0 8- 6 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [11:0-3-0,Edge], [27:0-3-0,0-1-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 21 20 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST9: 2x4 DF 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz40=-200(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 30, 29, 28, 26, 25, 24 except 40=-168(LC 6), 22=-127(LC 7), 39=-171(LC 7), 23=-141(LC 6) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 39, 31, 30, 29, 28, 26, 25, 24, 23 except 40=313(LC 19), 22=280(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-147/298, 12-13=-147/298 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 8-0-0, Corner(3R) 8-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 20-4-0, Corner(3E) 20-4-0 to 23-4-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 35, 36, 37, 38 , 30, 29, 28, 26, 25, 24 except (jt=lb) 40=168, 22=127, 39=171, 23=141. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss H01 Truss Type Scissor Qty 3 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-8O3esIgpgOuFIAcKHGngRP1M6XyN_?7Qq8R4hzy8k1T Scale = 1:36.5 T1 T2 B1 B2 W1 W2W3 1 2 3 4 5 6 7 8 9 10 3x5 4x5 3x5 5x8 1.5x4 1.5x4 0-0-8 0-0-8 8-11-0 8-10-8 17-6-8 8-7-8 17-9-8 0-3-0 17-10-0 0-0-8 4-7-10 4-7-10 8-11-0 4-3-6 13-2-6 4-3-6 17-10-0 4-7-10 0- 5 - 3 6- 4 - 8 0- 5 - 3 2- 1 - 1 4 8.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-1-8], [5:0-1-13,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.44 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.09 0.03 (loc) 5-6 5-6 5 1-6 l/defl >999 >730 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 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=914/0-3-0 (min. 0-1-8), 5=914/0-3-0 (min. 0-1-8) Max Horz1=-127(LC 8) Max Uplift1=-36(LC 10), 5=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1888/287, 2-7=-1719/306, 2-8=-1405/177, 3-8=-1289/191, 3-9=-1289/191, 4-9=-1405/177, 4-10=-1719/306, 5-10=-1888/287 BOT CHORD 1-6=-207/1555, 5-6=-207/1555 WEBS 3-6=-74/1094, 4-6=-424/196, 2-6=-423/196 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 5-11-0, Exterior(2R) 5-11-0 to 11-11-0, Interior(1) 11-11-0 to 14-8-8, Exterior(2E) 14-8-8 to 17-8-8 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss H01A Truss Type Scissor Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:21 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-cac04ehRRh06vJBWr_IvzcaYDxIejSQa3oBdEQy8k1S Scale = 1:36.5 T1 T2 B1 B2 W1 W2W3 1 2 3 4 5 6 7 8 9 10 3x5 4x5 3x5 5x8 1.5x4 1.5x4 8-11-0 8-11-0 17-6-8 8-7-8 17-10-0 0-3-8 4-7-10 4-7-10 8-11-0 4-3-6 13-2-6 4-3-6 17-10-0 4-7-10 0- 5 - 3 6- 4 - 8 0- 5 - 3 2- 1 - 1 4 8.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-1-13,0-1-8], [5:0-1-13,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.44 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.09 0.03 (loc) 5-6 5-6 5 1-6 l/defl >999 >735 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-9 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=912/0-3-8 (min. 0-1-8), 5=912/0-3-8 (min. 0-1-8) Max Horz1=-127(LC 6) Max Uplift1=-36(LC 10), 5=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1878/286, 2-7=-1709/305, 2-8=-1399/176, 3-8=-1283/190, 3-9=-1283/190, 4-9=-1399/176, 4-10=-1709/305, 5-10=-1878/286 BOT CHORD 1-6=-206/1545, 5-6=-206/1545 WEBS 3-6=-73/1087, 4-6=-420/195, 2-6=-418/195 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-11-0, Exterior(2R) 5-11-0 to 11-11-0, Interior(1) 11-11-0 to 14-8-4, Exterior(2E) 14-8-4 to 17-8-4 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss H01S Truss Type Scissor Structural Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:21 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-cac04ehRRh06vJBWr_IvzcaYRxIijSea3oBdEQy8k1S Scale = 1:37.6 T1 T2 B1 B2 W1 W2W3 ST1 ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 8 33 34 35 36 4x5 3x5 3x5 5x8 8-11-0 8-11-0 17-6-8 8-7-8 17-10-0 0-3-8 -1-4-0 1-4-0 4-7-10 4-7-10 8-11-0 4-3-6 13-2-6 4-3-6 17-10-0 4-7-10 19-2-0 1-4-0 0- 5 - 3 6- 4 - 8 0- 5 - 3 2- 1 - 1 4 8.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [6:0-1-1,0-1-8], [11:0-1-9,0-1-0], [14:0-1-9,0-1-0], [25:0-1-9,0-1-0], [28:0-1-9,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.43 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.09 0.02 (loc) 6-8 6-8 6 2-8 l/defl >999 >745 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 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=1036/0-3-8 (min. 0-1-8), 6=1036/0-3-8 (min. 0-1-8) Max Horz2=-143(LC 8) Max Uplift2=-58(LC 10), 6=-58(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-1831/227, 3-33=-1766/246, 3-34=-1366/127, 4-34=-1253/141, 4-35=-1253/141, 5-35=-1366/127, 5-36=-1766/246, 6-36=-1831/227 BOT CHORD 2-8=-116/1496, 6-8=-110/1496 WEBS 4-8=-15/1046, 5-8=-402/181, 3-8=-397/181 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-11-0, Exterior(2R) 5-11-0 to 11-11-0, Interior(1) 11-11-0 to 16-2-0, Exterior(2E) 16-2-0 to 19-2-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss F01G Truss Type Common Girder Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:22 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-4nAPH_i3C?8zXTmiPhp8Wq6Z0Ka8SmjjISwAmsy8k1R Scale = 1:46.3 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x5 6x8 MT20HS 4x10 4x8 3x5 3x4 4x5 7x8 4x5 2x4 3x5 4-7-0 4-7-0 9-3-4 4-8-4 13-2-0 3-10-12 17-3-8 4-1-8 17-9-0 0-5-8 -1-4-0 1-4-0 4-7-0 4-7-0 8-10-8 4-3-8 13-2-0 4-3-8 17-9-0 4-7-0 19-1-0 1-4-0 2- 0 - 0 7- 1 1 - 0 2- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [3:0-1-0,0-1-8], [12:0-2-12,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.67 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.01 0.02 (loc) 12-13 12-13 11 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 124 lb FT = 20% GRIP 137/130 110/93 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 1-1/2" x 5-1/2" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=3220/0-5-8 (min. 0-3-7), 11=4504/0-5-8 (min. 0-4-13), 8=211/0-3-8 (min. 0-1-8) Max Horz13=-194(LC 8) Max Uplift13=-234(LC 10), 11=-321(LC 10), 8=-80(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2095/148, 3-14=-1988/162, 3-15=-38/274, 4-15=-20/405, 4-16=-12/446, 5-16=-31/274, 5-17=-115/303, 2-13=-1987/163 BOT CHORD 12-13=-172/286, 11-12=-196/1654 WEBS 4-11=-701/31, 3-11=-2692/277, 3-12=-183/2796, 2-12=-99/1595 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-10-8, Exterior(2R) 5-10-8 to 11-10-8, Interior(1) 11-10-8 to 16-1-0, Exterior(2E) 16-1-0 to 19-1-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=234, 11=321. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 4-6=-84, 6-7=-84, 11-13=-662(F=-642), 8-11=-20 Job 202561 Truss F01S Truss Type Common Structural Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:22 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-4nAPH_i3C?8zXTmiPhp8Wq6j9Kf8Sv2jISwAmsy8k1R Scale: 1/4"=1' T1 T2 B1 W1 W2 W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST13 B2 1 2 3 4 5 6 7 17 16 15 14 13 12 11 9 8 34 35 36 37 10 4x5 3x6 3x8 4x5 4x5 3x4 3x5 8-10-8 8-10-8 9-6-0 0-7-8 17-3-8 7-9-8 17-9-0 0-5-8 -1-4-0 1-4-0 4-7-0 4-7-0 8-10-8 4-3-8 13-2-0 4-3-8 17-9-0 4-7-0 19-1-0 1-4-0 2- 0 - 0 7- 1 1 - 0 2- 0 - 0 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.35 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.00 0.00 (loc) 8-10 8-10 8 8-10 l/defl >999 >647 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 OTHERS 2x4 DF 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 9-6-0 except (jt=length) 8=0-3-8, 10=0-3-8. (lb) - Max Horz17=-196(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 8 except 11=-458(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 16 except 11=507(LC 1), 17=476(LC 1), 8=528(LC 1), 10=816(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-306/194, 6-8=-324/185 WEBS 4-11=-381/0, 5-11=-293/156, 3-11=-295/159 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-10-8, Exterior(2R) 5-10-8 to 11-10-8, Interior(1) 11-10-8 to 16-1-0, Exterior(2E) 16-1-0 to 19-1-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 8 except (jt=lb) 11=458. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss I01 Truss Type Common Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:23 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-ZzknVKjizJGq9dLvzPKN31fvUk?vBLCtX6gkIIy8k1Q Scale = 1:37.9 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x5 3x8 4x5 4x5 1.5x4 3x5 1.5x4 3x5 7-9-0 7-9-0 15-0-8 7-3-8 15-6-0 0-5-8 -1-4-0 1-4-0 4-0-4 4-0-4 7-9-0 3-8-12 11-5-12 3-8-12 15-6-0 4-0-4 16-10-0 1-4-0 1- 2 - 0 6- 4 - 0 1- 2 - 0 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.32 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF 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. REACTIONS.(lb/size) 10=886/0-5-8 (min. 0-1-8), 8=886/0-5-8 (min. 0-1-8) Max Horz10=150(LC 9) Max Uplift10=-49(LC 10), 8=-49(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-690/158, 4-12=-598/174, 4-13=-598/174, 5-13=-690/158, 2-10=-335/159, 6-8=-335/159 BOT CHORD 9-10=-38/612, 8-9=-12/612 WEBS 4-9=-73/367, 3-10=-718/106, 5-8=-718/106 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-9-0, Exterior(2R) 4-9-0 to 10-9-0, Interior(1) 10-9-0 to 13-10-0, Exterior(2E) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss I01E Truss Type Common Supported Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:24 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-19I9igjKjcOhmnw5W6rcbFC5_8PYwsg0lmPHqly8k1P Scale = 1:34.4 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 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 17 16 3x6 15-0-8 15-0-8 15-6-0 0-5-8 -1-4-0 1-4-0 7-9-0 7-9-0 15-6-0 7-9-0 16-10-0 1-4-0 1- 2 - 0 6- 4 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF 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 6-0-0 oc bracing. REACTIONS.All bearings 15-6-0. (lb) - Max Horz27=150(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 27, 16, 23, 24, 25, 26, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 27, 16, 22, 23, 24, 25, 26, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-115/255, 9-10=-115/255 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-7-12, Exterior(2N) 1-7-12 to 4-9-0, Corner(3R) 4-9-0 to 10-9-0, Exterior(2N) 10-9-0 to 13-10-0, Corner(3E) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 16, 23, 24, 25, 26 , 20, 19, 18, 17. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss I01G Truss Type Roof Special Girder Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:25 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-VMsXv0kyUwWYOxVH4qMr8Sk4ZYaSf7yA_Q9rNBy8k1O Scale = 1:38.7 T1 T2 B1 B2 B3 B4 B5 W1 EV1 EV2W8 W9 W10 W11 W12 W13 W14 W15 W16W17 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 5x10 5x6 3x10 4x8 4x8 3x10 8x10 5x10 8x12 MT20HS 8x12 MT20HS 6x8 5x6 6x8 5x6 4x10 4x10 2-5-8 2-5-8 5-0-6 2-6-14 7-9-0 2-8-10 10-5-10 2-8-10 13-0-8 2-6-14 15-0-8 2-0-0 15-6-0 0-5-8 2-5-8 2-5-8 5-0-6 2-6-14 7-9-0 2-8-10 10-5-10 2-8-10 13-0-8 2-6-14 15-6-0 2-5-8 16-10-0 1-4-0 1- 2 - 0 6- 4 - 0 1- 2 - 0 0- 3 - 5 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [7:0-2-12,0-2-0], [9:0-6-8,0-2-0], [11:0-7-12,0-4-8], [12:0-3-8,0-4-8], [13:0-5-0,0-4-8], [14:0-3-8,0-4-8], [15:0-7-12,0-4-8], [17:0-6-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.76 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.16 0.04 (loc) 12-13 12-13 9 12-13 l/defl >999 >980 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 220 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2,B4: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W1,W9,W11: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 17=6732/0-5-8 (min. 0-3-9), 9=6482/0-5-8 (min. 0-3-7) Max Horz17=-141(LC 6) Max Uplift17=-308(LC 8), 9=-302(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11303/539, 2-3=-9082/438, 3-4=-6714/345, 4-5=-6715/353, 5-6=-9106/423, 6-7=-11240/484, 1-17=-5902/294, 7-9=-6031/294 BOT CHORD 17-18=-44/822, 16-18=-44/822, 15-16=-37/1011, 2-15=-114/2208, 15-19=-466/9630, 14-19=-466/9630, 14-20=-323/7539, 13-20=-323/7539, 13-21=-283/7563, 12-21=-283/7563, 12-22=-374/9531, 11-22=-374/9531, 10-11=-42/1371, 6-11=-56/2148, 10-23=-34/808, 9-23=-34/808 WEBS 4-13=-342/7120, 15-17=-324/132, 1-15=-401/8753, 9-11=-348/23, 7-11=-347/8719, 2-14=-2319/158, 3-14=-147/3349, 3-13=-3005/199, 6-12=-2183/122, 5-12=-129/3383, 5-13=-3040/187 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 17, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=308, 9=302. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 202561 Truss I01G Truss Type Roof Special Girder Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:25 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-VMsXv0kyUwWYOxVH4qMr8Sk4ZYaSf7yA_Q9rNBy8k1O NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1669 lb down and 84 lb up at 1-6-0, 1673 lb down and 87 lb up at 3-6-0, 1673 lb down and 87 lb up at 5-6-0, 1638 lb down and 87 lb up at 7-6-0, 1638 lb down and 87 lb up at 9-6-0, and 1638 lb down and 82 lb up at 11-6-0, and 1633 lb down and 72 lb up at 13-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-81, 4-7=-81, 7-8=-81, 16-17=-19, 11-15=-19, 9-10=-19 Concentrated Loads (lb) Vert: 13=-1638(F) 18=-1669(F) 19=-1673(F) 20=-1673(F) 21=-1638(F) 22=-1638(F) 23=-1633(F) Job 202561 Truss D01 Truss Type Roof Special Qty 3 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:25 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-VMsXv0kyUwWYOxVH4qMr8Sk9QYihfBrA_Q9rNBy8k1O Scale = 1:53.6 EV1 T1 B1 W1 W2 EV2 WCR2 T2 1 2 3 4 5 8 7 6 3x6 3x4 3x6 1.5x4 3x5 4x5 4x5 6-4-12 6-4-12 12-4-0 5-11-4 12-9-8 0-5-8 6-4-12 6-4-12 12-9-8 6-4-12 14-1-8 1-4-0 9- 8 - 5 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.24 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.03 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* EV1,W1: 2x4 DF 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 1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=643/0-5-8 (min. 0-1-8), 6=782/0-3-8 (min. 0-1-8) Max Horz8=-312(LC 8) Max Uplift8=-108(LC 6), 6=-28(LC 11) Max Grav8=643(LC 19), 6=782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/144, 3-4=-699/128, 4-6=-725/233 BOT CHORD 7-8=0/488 WEBS 2-8=-594/241, 2-7=0/267, 4-7=-21/351 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-1-8, Exterior(2E) 11-1-8 to 14-1-8 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=108. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss D01S Truss Type GABLE Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-zYQv7MlaFEeP054UeXt4ggHL1y3jOmVJD4uOvdy8k1N Scale = 1:54.2 EV1 T1 B1 EV2ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 T2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 3x6 3x4 3x4 12-4-0 12-4-0 12-9-8 0-5-8 12-9-8 12-9-8 14-1-8 1-4-0 9- 8 - 5 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.19 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 12 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* EV2: 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST9,ST10: 2x4 DF 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 1-24, 2-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-9-8. (lb) - Max Horz24=-312(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23 except 24=-147(LC 8), 14=-156(LC 9), 15=-279(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 15, 16, 17, 18, 19, 20, 21, 22, 23 except 14=407(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-323/191, 12-14=-320/112 BOT CHORD 23-24=-164/260, 22-23=-164/260, 21-22=-164/260, 20-21=-164/260, 19-20=-164/260, 18-19=-164/260, 17-18=-164/260, 16-17=-164/260, 15-16=-164/260, 14-15=-164/260 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-1-8, Exterior(2E) 11-1-8 to 14-1-8 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 21, 22 , 23 except (jt=lb) 24=147, 14=156, 15=279. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss LD01 Truss Type GABLE Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-zYQv7MlaFEeP054UeXt4ggHIQy1qOlOJD4uOvdy8k1N Scale = 1:69.4 T1 EV2 B1 ST1 ST2 ST3 ST4 1 2 3 4 5 6 11 10 9 8 7 12 3x4 3x6 4x5 9-11-6 9-11-6 10-4-14 10-4-14 12 - 6 - 1 14.42 12 Plate Offsets (X,Y)-- [7:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.31 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST4: 2x4 DF 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 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-4-14. (lb) - Max Horz1=384(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 1=-202(LC 8), 7=-171(LC 9), 10=-101(LC 10), 8=-126(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 11, 10, 9 except 1=353(LC 7), 8=262(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-457/309, 2-3=-391/260, 3-12=-313/185, 4-12=-306/205, 4-5=-301/201 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-3-12 to 4-6-10, Exterior(2R) 4-6-10 to 10-3-2 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except (jt=lb) 1=202, 7=171, 10=101, 8=126. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss K01G Truss Type Corner Rafter Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-Rk_IKimC0XmGdEfgCEPJDtqV5LRr7EaSRkexR3y8k1M Scale = 1:21.7 T1 1 2 5 6 3 7 4 9-8-6 9-8-6 10-1-14 0-5-8 2-2-2 2-2-2 6-2-0 3-11-14 10-1-14 3-11-14 1- 4 - 3 5- 1 - 5 1- 0 - 5 0- 4 - 9 4- 8 - 1 2 5.66 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 -0.00 0.04 (loc) 3-4 3-4 2 3-4 l/defl >558 >488 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 15 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 DF No.1&Btr 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) 4=190/Mechanical, 2=419/0-5-8 (min. 0-1-8), 3=282/0-5-8 (min. 0-1-8) Max Horz4=128(LC 29) Max Uplift4=-21(LC 11), 2=-108(LC 10), 3=-121(LC 10) Max Grav4=273(LC 16), 2=456(LC 16), 3=427(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=108, 3=121. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 7) This truss is designed in accordance with the 2018 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) 67 lb down and 15 lb up at 4-7-1, 56 lb down and 33 lb up at 4-7-1, and 103 lb down and 73 lb up at 7-5-0, and 88 lb down and 63 lb up at 7-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84 Concentrated Loads (lb) Vert: 7=-43(F=-34, B=-9) Job 202561 Truss L01 Truss Type Common Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-Rk_IKimC0XmGdEfgCEPJDtqbDLQF7DZSRkexR3y8k1M Scale = 1:31.7 T1 T2 B1 W1 EV1 WCL2 EV2 WCR2 1 2 3 4 5 8 7 6 4x5 1.5x4 1.5x4 3x8 3x6 3x6 4-6-8 4-6-8 8-7-8 4-1-0 9-1-0 0-5-8 -1-4-0 1-4-0 4-6-8 4-6-8 9-1-0 4-6-8 10-5-0 1-4-0 2- 0 - 0 5- 0 - 5 2- 0 - 0 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF 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 6-0-0 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=581/0-3-8 (min. 0-1-8), 6=581/0-3-8 (min. 0-1-8) Max Horz8=-136(LC 8) Max Uplift8=-37(LC 10), 6=-37(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/154, 3-4=-372/154, 2-8=-541/245, 4-6=-541/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Exterior(2R) 1-8-0 to 7-5-0, Exterior(2E) 7-5-0 to 10-5-0 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss L01S Truss Type Common Structural Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-vxXgY2nqnru7FOEslywYm5Mm0lnPshtcgONV_Wy8k1L Scale = 1:30.5 T1 T2 B1 W1 EV1 WCL2 EV2 WCR2 ST1ST2ST3 ST4 ST5 ST6 ST7 ST8 1 2 3 4 5 10 9 8 7 6 4x5 3x8 3x5 3x5 1-2-8 1-2-8 4-6-8 3-4-0 7-10-8 3-4-0 8-7-8 0-9-0 9-1-0 0-5-8 -1-4-0 1-4-0 4-6-8 4-6-8 9-1-0 4-6-8 10-5-0 1-4-0 2- 0 - 0 5- 0 - 5 2- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [15:0-1-12,0-1-0], [22:0-1-12,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.04 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 1-6-0. (lb) - Max Horz10=-136(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 9, 7, 7 except 10=520(LC 1), 6=520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/163, 3-4=-348/163, 2-10=-523/253, 4-6=-523/253 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Exterior(2R) 1-8-0 to 7-5-0, Exterior(2E) 7-5-0 to 10-5-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss G01 Truss Type Roof Special Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-vxXgY2nqnru7FOEslywYm5MhHliwseecgONV_Wy8k1L Scale = 1:46.9 EV1 T1 B1 W1 WCR1 EV2 1 2 3 6 5 4 7 3x5 3x4 1.5x4 3x4 3x4 1.5x4 8-3-0 8-3-0 8-4-0 0-1-0 8-8-8 0-4-8 4-4-4 4-4-4 8-8-8 4-4-4 7- 9 - 1 1 2- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.33 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.00 -0.02 (loc) 5-6 5-6 5 5-6 l/defl >934 >472 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* EV1: 2x4 DF 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 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) 6=420/0-5-8 (min. 0-1-8), 5=456/0-5-8 (min. 0-1-8) Max Horz6=-235(LC 6) Max Uplift6=-107(LC 6) Max Grav6=437(LC 18), 5=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-302/217 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-5-8, Interior(1) 4-5-8 to 5-6-12, Exterior(2R) 5-6-12 to 8-6-12 zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=107. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss J01E Truss Type Common Supported Gable Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:29 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-N752lNnTY90_tYo2JfRnIIvwM97mb8blv272Wyy8k1K Scale = 1:20.4 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 5-6-8 5-6-8 6-0-0 0-5-8 -1-4-0 1-4-0 3-0-0 3-0-0 6-0-0 3-0-0 7-4-0 1-4-0 1- 2 - 0 3- 2 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF 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 6-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz15=-86(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 10, 14, 11 Max Grav All reactions 250 lb or less at joint(s) 15, 10, 13, 14, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-222/301, 8-10=-222/301 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Corner(3R) 1-8-0 to 4-4-0, Corner(3E) 4-4-0 to 7-4-0 zone; cantilever left and right exposed ; 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10, 14, 11. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss J01G Truss Type COMMON GIRDER Qty 1 Ply 2 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-rJfQzjo5JS9rUiNFtNy0rWSy6ZMIKSdv8isb2Oy8k1J Scale = 1:20.4 T1 T2 B1 W1 HW1 HW2 1 2 3 4 5 67 8 3x10 5x6 4x5 3x10 5x6 3x10 3-0-0 3-0-0 5-6-8 2-6-8 6-0-0 0-5-8 3-0-0 3-0-0 6-0-0 3-0-0 1- 2 - 0 3- 2 - 0 1- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-3-12,0-0-1], [5:0-8-1,0-0-1] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.46 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud SLIDER Left 2x8 DF SS -t 1-10-15, Right 2x8 DF SS -t 1-10-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2288/0-5-8 (min. 0-1-8), 5=3152/0-5-8 (min. 0-1-11) Max Horz1=56(LC 24) Max Uplift1=-169(LC 8), 5=-207(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2965/251, 2-3=-2889/257, 3-4=-2889/257, 4-5=-2964/251 BOT CHORD 1-7=-167/2146, 6-7=-167/2146, 6-8=-167/2146, 5-8=-167/2146 WEBS 3-6=-282/3708 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 0-3-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=169, 5=207. 7) This truss is designed in accordance with the 2018 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) 154 lb down at 0-9-0, and 3004 lb down and 336 lb up at 2-9-13, and 1678 lb down and 52 lb up at 4-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-81, 3-5=-81, 1-5=-19 Concentrated Loads (lb) Vert: 6=-3004(B) 7=-154(B) 8=-1678(B) Job 202561 Truss X01 Truss Type Jack-Partial Qty 12 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-rJfQzjo5JS9rUiNFtNy0rWS1XZQkKawv8isb2Oy8k1J Scale = 1:29.3 EV1 T1 B1 W31 2 6 5 3 4 1.5x4 3x5 3x4 1-5-10 1-5-10 5-5-12 4-0-2 5-11-4 0-5-8 -1-4-0 1-4-0 2-11-10 2-11-10 5-11-4 2-11-10 1- 2 - 0 5- 1 - 8 4- 8 - 5 5- 1 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.24 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.05 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >684 n/a >990 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 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) 6=438/0-5-8 (min. 0-1-8), 3=225/Mechanical, 4=57/Mechanical Max Horz6=124(LC 10) Max Uplift3=-89(LC 10) Max Grav6=438(LC 1), 3=225(LC 1), 4=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-381/3 BOT CHORD 5-6=-303/98 WEBS 2-5=-121/372 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss X01A Truss Type Jack-Open Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-KWDoA3pj4mHi6syRR4TFNj_Hlzlz31S2MMc9ary8k1I Scale = 1:21.3 EV1 T1 B1 WCL2 1 2 6 5 3 4 1.5x4 3x5 3x4 1-5-10 1-5-10 3-4-11 1-11-1 5-11-4 2-6-9 -1-4-0 1-4-0 3-10-3 3-10-3 1- 2 - 0 3- 8 - 1 3 0- 3 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.05 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 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) 6=360/0-5-8 (min. 0-1-8), 3=128/Mechanical, 4=57/Mechanical Max Horz6=84(LC 10) Max Uplift3=-52(LC 10) Max Grav6=360(LC 1), 3=128(LC 1), 4=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-302/10 WEBS 2-5=-80/297 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss X02 Truss Type Jack-Open Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-KWDoA3pj4mHi6syRR4TFNj_HlzoT31R2MMc9ary8k1I Scale = 1:21.6 EV1 T1 B1 WCL2 1 2 5 4 3 1.5x4 3x5 3x4 1-5-12 1-5-12 1-11-4 0-5-8 -1-4-0 1-4-0 1-11-4 1-11-4 3-10-3 1-10-15 1- 2 - 0 3- 8 - 1 3 0- 5 - 3 3- 3 - 9 3- 8 - 1 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=320/0-5-8 (min. 0-1-8), 3=128/Mechanical, 4=18/Mechanical Max Horz5=84(LC 10) Max Uplift3=-52(LC 10), 4=-35(LC 10) Max Grav5=320(LC 1), 3=128(LC 1), 4=44(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-302/62 BOT CHORD 4-5=-266/70 WEBS 2-4=-79/300 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss X02A Truss Type Jack-Open Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-oinBNPqLr4PYk0Xd_o_UwxXRUM8RoV_Bb0Mi7Hy8k1H Scale = 1:21.6 EV1 T1 B1 W2 1 5 4 2 3 1.5x4 3x5 3x4 1-5-12 1-5-12 1-11-4 0-5-8 1-11-4 1-11-4 3-10-3 1-10-15 1- 2 - 0 3- 8 - 1 3 0- 5 - 3 3- 3 - 9 3- 8 - 1 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 2 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=171/Mechanical, 2=153/Mechanical, 3=18/Mechanical Max Horz5=65(LC 7) Max Uplift2=-59(LC 10), 3=-24(LC 10) Max Grav5=171(LC 1), 2=153(LC 1), 3=40(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss X02C Truss Type Jack-Open Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-oinBNPqLr4PYk0Xd_o_UwxXUDM8goVOBb0Mi7Hy8k1H Scale = 1:14.8 EV1 T1 B1 W2 1 5 4 2 3 1.5x4 3x5 3x4 1-5-12 1-5-12 1-10-3 0-4-7 1-11-4 0-1-1 1-10-3 1-10-3 1-11-4 0-1-1 1- 2 - 0 2- 4 - 1 3 0- 3 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 2 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=89/0-5-8 (min. 0-1-8), 3=18/Mechanical, 2=71/Mechanical Max Horz5=39(LC 7) Max Uplift3=-6(LC 7), 2=-28(LC 10) Max Grav5=89(LC 1), 3=36(LC 3), 2=71(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202561 Truss X01B Truss Type Jack-Open Qty 2 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:33 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-GuLZblqzcNXPM96qYVVjT84dYmRMXyDLqg5Gfjy8k1G Scale = 1:14.8 EV1 T1 B1 WCL2 1 2 6 5 3 7 8 4 1.5x4 3x5 3x4 1-4-11 1-4-11 5-11-4 4-6-9 -1-4-0 1-4-0 1-10-3 1-10-3 1- 2 - 0 2- 4 - 1 3 0- 3 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.25 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.05 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >673 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 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) 6=320/0-5-8 (min. 0-1-8), 3=17/Mechanical, 4=80/Mechanical Max Horz6=53(LC 7) Max Uplift6=-12(LC 10), 3=-43(LC 16) Max Grav6=320(LC 1), 3=20(LC 18), 4=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 7) This truss is designed in accordance with the 2018 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) 14 lb down at 2-0-0, and 36 lb down and 39 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 4-6=-20 Concentrated Loads (lb) Vert: 7=-4(F) 8=-32(F) Job 202561 Truss X02B Truss Type Jack-Open Qty 1 Ply 1 02/01 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 10:49:33 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:tqcJmJ1WDXr7Ua_JGGR3aMy8klU-GuLZblqzcNXPM96qYVVjT84dYmUxXyILqg5Gfjy8k1G Scale = 1:14.8 EV1 T1 B1 WCL2 1 2 5 4 3 1.5x4 3x5 3x4 1-4-11 1-4-11 1-11-4 0-6-9 -1-4-0 1-4-0 1-10-3 1-10-3 1- 2 - 0 2- 4 - 1 3 0- 3 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 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) 5=268/0-5-8 (min. 0-1-8), 3=17/Mechanical, 4=18/Mechanical Max Horz5=53(LC 7) Max Uplift5=-5(LC 10), 3=-43(LC 16), 4=-16(LC 10) Max Grav5=268(LC 1), 3=20(LC 18), 4=36(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard