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HomeMy WebLinkAboutDOC-2021-Truss Profiles -Job I russ russ Type Qty Ply Scott/MurrayJob 2901066 A01 GABLE 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 20 13:48:24 2021 Pagel 14en5P617bHY1 NylvZb 1-3-8 17-0-0 1-3-8 17-0-0 M = 5.00 F12 15 16 17 y 48 47 46 28 27 26 3x4 11 3x4 11 Plate Offsets (X,Y)-- j16:0-3-0,Edgel Scale = 1:51.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 1 n/r 180 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 26 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3: 2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF No.2 10-0-0 oc bracing: 26-27. OTHERS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-0-0. (lb) - Max Horz 48=1 32(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 48, 37, 26, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 27, 33, 32, 31, 30, 29, 28 except 47= 146(LC 10) Max Grav All reactions 250 lb or less at joint(s) 48, 37, 26, 35, 34, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 27,33,32,31,30,29,28 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-0, Interior(1) 1-8-0 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 37, 26, 36, 38, 39 , 40, 41, 42, 43, 44, 45, 46, 27, 33, 32, 31, 30, 29, 28 except (jt=lb) 47=146. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 37, 35, 34, 36, 38, 39, 40, 41, 42, 43, 44, 45, 4E , 47, 27, 33, 32, 31, 30, 29, 28. 12) 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A02 Scissor 5 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Scale = 1:49.5 5.00 4x6 11 co 0 co C; 7x10 11 J vv 9 3x4 11 7-6-6 14-0-0 1 22-2-15 28-0-0 1-3-8 28 0-0 Plate Offsets (X,Y)-- j3:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.18 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.32 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.21 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T3: 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF 240OF 2.0E WEBS 1 Row at midpt 6-10 WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 DF SS - 6-0-2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1256/0-5-8 (min. 0-2-1), 9=1165/0-5-8 (min. 0-1-15) Max Horz2=129(LC 10) Max Uplift2=-249(LC 10), 9= 177(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3232/674, 3-13= 3185/687, 3-4=-3305/631, 4-5= 3180/642, 5-14=-2798/487, 6-14=-2706/496, 6-15= 1388/377, 7-15=-1458/362, 7-16= 1374/292, 8-16=-1448/281, 8-9=-1130/230 BOT CHORD 2-12=-694/2825, 11-12= 635/3122, 10-11=-187/1556 WEBS 3-12=0/322, 5-11= 613/293, 6-11=-298/1794, 6-10=-451/107, 7-10=-403/222, 8-1 0=-1 74/1332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 24-10-4, Exterior(2E) 24-10-4 to 27-10-4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=249, 9=177. 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A03 Roof Special 4 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:26 2021 Page 1 ID:UEhrAhEDe931?WxkE8K1 TuylwYy-CkJZfwKi DgCfD?bSPhcPOQLOwtDSZ4obavme5FylvZZ 3-11-6 7-7-8 11-6-5 18-3-8 23-6-7 29-3-8 3-11-6 3-8-2 3-10-13 6-9-3 5- N 5-9-1 4x5 = 5.00 12 Scale = 1:49.8 3x4 = 3x4 — 3x4 11 8-9-13 3-11-6 7-3-8 7r7,8 15-3-8 ' 23-6-7 29-3-8 29-3-8 Plate Offsets (X,Y)-- (12:0-3-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.10 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.21 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES W B 0.98 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except T3: 2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. 134: 2x4 DF 2400F 2.0E WEBS 1 Row at midpt 6-10 WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=802/0-5-8 (min. 0-1-8), 15=1647/0-4-0 (min. 0-2-11) Max Horz 15=131(LC 14) Max Uplift9=-152(LC 11), 15= 320(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-313/338, 2-16= 303/393, 2-3=-1191/1335, 3-4= 1180/1269, 4-5=-1169/1358, 5-17=-1079/197, 6-17= 986/207, 6-18=-873/276, 7-18= 942/261, 7-19=-860/174, 8-19=-933/163, 8-9= 766/175 BOT CHORD 1-20=-311/308, 14-20= 311/308, 13-15=-1647/782, 12-13= 1625/724, 11-12=-218/566, 10-11 =-1 24/774 WEBS 2-14=-325/227, 12-14= 286/326, 2-12=-887/870, 5-12= 2212/890, 5-11 =-1 66/473, 6-11=-40/383, 7-10= 402/222, 8-1 0=-1 34/829 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-3-8, Exterior(2R) 15-3-8 to 21-3-8, Interior(1) 21-3-8 to 26-1-12, Exterior(2E) 26-1-12 to 29-1-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 9, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=152, 15=320. 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A04 Roof Special 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 3-11-6 7-7-8 3-11-6 3-8-2 N O 5x6 = 5.00 F12 ek Industries, Inc. Fri Aug 20 13:48:26 2021 Page 1 DgCf D?bS PhcPOOLNStDdZSybavme5 FylvZZ Scale = 1:58.6 " 16 5x8 % 12 3x4 = 3x6 = 5x8 — 3x10 11 r2 N � 07 Io 3-11-6 7-3-8 7,7,8 15-3-8 23-6-7 28-10-0 29-$-8 35-3-8 35-3-8 Plate Offsets (X,Y)-- (11:Edge,0-3-81, f15:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.10 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.21 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES W B 0.91 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except BOT CHORD 2x4 DF No.2 *Except* end verticals. B4: 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 2x4 DF No.2 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) 18=1566/0-4-0 (min. 0-2-9), 12=1386/0-5-8 (min. 0-2-5) Max Horz 18=125(LC 14) Max Upliftl8=-315(LC 6), 12= 273(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-315/338, 2-19= 304/393, 2-3=-1191/1335, 3-4= 1185/1271, 4-5=-1173/1360, 5-20=-865/146, 6-20= 777/158, 6-21=-532/197, 7-21= 597/185, 7-8=-487/107, 8-9= 608/91, 9-22= 347/480, 10-22=-363/378 BOT CHORD 1-23=-311/309, 17-23= 311/309, 16-18=-1566/721, 15-16= 1544/664, 14-15=-148/650, 13-14=-28/601, 12-13= 418/446, 12-24=-350/369, 11-24= 349/369, 9-12=-1142/297 WEBS 2-17=-322/227, 2-15= 888/870, 15-17=-260/310, 5-15= 2046/769, 5-14=-108/409, 6-14=-11/413, 7-13= 341/190, 9-13=-125/946 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-6-6, Interior(1) 3-6-6 to 14-9-2, Exterior(2R) 14-9-2 to 21-9-14, Interior(1) 21-9-14 to 31-7-6, Exterior(2E) 31-7-6 to 35-1-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 18=315, 12=273. 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A05 Roof Special 2 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 02021 Scale = 1:60.2 5x6 — N I� 0 3x4 — 3x6 — 5x8 = 3-11-6 7-3-8 7,7,8 15-3-8 23-6-7 28-10-0 29-3-8 36-7-0 36-7-0 Plate Offsets (X,Y)-- j14:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.10 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.21 13-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. B4: 2x4 DF 2400F 2.0E WEBS 1 Row at midpt 6-12 WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1528/0-4-0 (min. 0-2-8), 11 =1 545/0-5-8 (min. 0-2-9) Max Horz 17=-124(LC 11) Max Upliftl7=-312(LC 6), 11= 316(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/393, 2-3= 1201/1335, 3-4=-1197/1271, 4-5= 1185/1361, 5-18=-762/140, 6-18=-674/152, 6-19= 375/152, 7-19=-440/140, 7-8= 331/101, 8-9=-452/85, 9-20= 600/757, 10-20= 610/650 BOT CHORD 1-16=-311/310, 15-17= 1528/695, 14-15=-1506/638, 13-14= 142/707, 12-13=-22/518, 11 -1 2=-675/671, 11-21= 600/591, 10-21=-599/591, 9-11= 1243/374 WEBS 2-16=-324/227, 14-16= 260/309, 2-14=-888/880, 5-14= 1966/709, 5-13=-78/385, 6-13=-8/437, 7-12= 338/188, 9-12=-228/1059 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 14-7-10, Exterior(2R) 14-7-10 to 21-11-6, Interior(1) 21-11-6 to 32-11-2, Exterior(2E) 32-11-2 to 36-7-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 17, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 17=312, 11=316. 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A06 Common 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:28 2021 Pa gge 1 ID:UEhrAhEDe931?WxkE8K1 TuylwYy-86RJ4cMHIHSNSlkrW6ftTrQjzhxY1 A8t2DF1A8yIvZX 5x6 — 5.00 F12 3x6 — 3x4 — 3x10 = 3x10 — 3x4 — 3x10 — 3x10 = 3x10 = Scale = 1:59.5 N M Io 7 0 4-0-0 7-3-8 7-,6,-4 12-10-14 18-3-8 23-8-2 29-0-12 29r$-8 36-7-0 3617-0 Plate Offsets (X,Y)-- j10:0-10-8,Edgel, f15:0-10-8,0-1-81, f15:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.02 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 12-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2: 2x4 DF No.2, 133: 2x4 DF 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF No.2 *Except* be installed during truss erection, in accordance with Stabilizer Wl : 2x6 DF No.2 Installation guide. REACTIONS. (lb/size) 15=1537/0-5-8 (min. 0-2-8), 1 0=1 536/0-5-8 (min. 0-2-8) Max Horz 15=122(LC 10) Max Upliftl5=-314(LC 6), 10= 314(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-662/693, 2-16= 651/787, 2-3=-359/94, 4-17= 436/145, 5-17=-366/156, 5-18=-366/154, 6-18= 436/142, 7-8=-358/90, 8-19= 647/785, 9-19=-659/691 BOT CHORD 1-20=-642/648, 15-20= 643/648, 10-21=-641/644, 9-21= 640/645, 14-15=-644/646, 13-14=-43/319, 12-13= 43/319, 11-12=0/320, 10-11= 642/642 WEBS 6-11=-440/260, 8-11= 379/1057, 8-1 0=-1 369/526, 4-14= 439/259, 2-14=-383/1060, 2-15=-1372/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-7-14, Interior(1) 3-7-14 to 14-7-10, Exterior(2R) 14-7-10 to 21-11-6, Interior(1) 21-11-6 to 32-11-2, Exterior(2E) 32-11-2 to 36-7-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 15, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=314, 10=314. 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 I russ russ I ype ty y Scott/MurrayJob 2901066 A07 Common 6 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:29 2021 Page 1 ID:UEhrAhEDe931?WxkE8K1 TuylwYy-cJ?iHxNvVbaE4SJ14pA603zuj5HtmcT1 Ht?JiaylvZW 7-6-4 12-10-14 18-3-8 23-6-12 29-1-8 7-6-4 5-4% 5-4-10 5-3-4 5-6-12 4x5 = 5.00 F12 " 13 12 10 9 8 3x6 = 3x6 = 3x6 = 3x10 = 3x4 = 3x4 II 3x10 = Scale = 1:53.1 7-3-8 7,64 12-10-14 18-3-8 23-6-12 29-1-8 29-1-8 Plate Offsets (X,Y)-- (13:0-1-12,0-1-81, (13:0-10-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.02 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.04 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3: 2x4 DF 240OF 2.0E end verticals. BOT CHORD 2x4 DF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1: 2x6 DF No.2, 133: 2x4 DF 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF No.2 *Except* be installed during truss erection, in accordance with Stabilizer Wi: 2x6 DF No.2 Installation guide. REACTIONS. (lb/size) 8=791/0-3-8 (min. 0-1-8), 13=1644/0-5-8 (min. 0-2-11) Max Horz 13=130(LC 14) Max Uplift8=-150(LC 11), 13= 321(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-653/677, 2-14= 643/787, 2-3=-471/103, 3-4= 352/119, 4-15=-595/162, 5-15=-525/172, 5-16= 525/160, 6-16=-597/144, 6-17= 617/133, 7-17=-691/123, 7-8=-741 /170 BOT CHORD 1-18=-642/639, 13-18= 643/639, 12-13=-644/651, 11-12= 81/365, 10-11=-81/365, 9-1 0=-1 22/585 WEBS 2-13=-1479/621, 2-12= 484/1182, 4-12=-502/310, 7-9= 110/662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-3-8, Exterior(2R) 15-3-8 to 21-3-8, Interior(1) 21-3-8 to 25-11-12, Exterior(2E) 25-11-12 to 28-11-12 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=150, 13=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. LOAD CASE(S) Standard Job I russ russ I ype ty y Scott/MurrayJob 2901066 A08 Common 5 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 �1 4x12 11 3x4 = 5.00 4x5 = 4x6 = 3x10 = 3x6 = Scale = 1:49.3 9 3x4 11 M r M 6-10-9 17-0-0 23-8-2 27-10-0 1-3-8 27-10-0 Plate Offsets (X,Y)-- (3:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.23 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.40 11-13 >823 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except T3: 2x4 DF 240OF 2.0E end verticals. BOT CHORD 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 5-11 SLIDER Left 2x8 DF SS - 4-3-1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1247/0-5-8 (min. 0-2-2), 9=1161/0-3-8 (min. 0-2-0) Max Horz2=130(LC 10) Max Uplift2=-247(LC 10), 9= 176(LC 11) Max Grav2=1286(LC 2), 9=1209(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2070/394, 3-14= 1996/407, 3-4=-2014/334, 4-5= 1888/346, 5-15=-1232/301, 6-15=-1161/311, 6-16= 1158/309, 7-16=-1231/299, 7-17= 896/239, 8-17=-967/236, 8-9=-1146/241 BOT CHORD 2-13=-447/1745, 13-18= 313/1572, 18-19=-313/1572, 12-19= 313/1572, 11-12=-313/1572, 10-11 =-1 50/870 WEBS 5-13=0/407, 5-11= 669/271, 6-11=-58/581, 7-11= 35/318, 7-10=-605/163, 8-10= 185/1122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 14-0-0, Exterior(2R) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 24-8-4, Exterior(2E) 24-8-4 to 27-8-4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=247, 9=176. 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 I russ russ Type Qty Ply Scott/MurrayJob 2901066 A09 GABLE 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 rel 20 13:48:31 2021 Page 1 113EZCKkBUPmTylvZU 3x6 = 5.00 F12 15 16 17 Scale = 1:50.6 25 c+� co 48 47 46 45 44 43 42 41 40 39 38 3736 35 34 33 32 31 30 29 28 27 26 3x4 11 3x6 = 3x4 11 27-10-0 1-3-8 27-10-0 Plate Offsets (X,Y)-- j16:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 1 n/r 180 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 26 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3: 2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-10-0. (lb) - Max Horz 48=132(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 48, 26, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 27, 33, 32, 31, 30, 29, 28 except 47= 137(LC 10) Max Grav All reactions 250 lb or less at joint(s) 48, 26, 35, 34, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 27, 33, 32, 31, 30, 29, 28 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-116/262, 17-18= 116/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-8 to 1-8-0, Exterior(2N) 1-8-0 to 14-0-0, Corner(3R) 14-0-0 to 20-0-0, Exterior(2N) 20-0-0 to 24-8-4, Corner(3E) 24-8-4 to 27-8-4 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 26, 36, 38, 39, 40 , 41, 42, 43, 44, 45, 46, 27, 33, 32, 31, 30, 29, 28 except Qt=lb) 47=137. 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 o russ russ Type ty y Scott/MurrayJob 2901066 B01 QUEENPOST 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 11 3x6 = sxlu = Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 Mil ID:UEhrAhEDe931?WxkE8K1 TuylwYy-1 thq% 13-3-6 23-0-( 3x6 = Scale = 1:40.2 i 3x4 11 r L' 21 R� 26 24 23 22 8-6-0 16-10-0 17r0-0 23-0-0 1-3-8 23-0-0 1-3-8 Plate Offsets (X,Y)-- j7:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.10 28-29 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.20 28-29 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 2400F 2.0E "Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2: 2x6 DF No.2 end verticals. BOT CHORD 2x4 DF 2400F 2.0E "Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 131: 2x4 DF No.2 JOINTS 1 Brace at Jt(s): 10, 14, 6 WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-5-8 except Ot=length) 29=0-5-8, 26=0-3-8. (lb) - Max Horz 29=-61(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 24, 23, 22 except 25= 263(LC 11), 29=-183(LC 10) Max Grav All reactions 250 lb or less at joint(s) 24, 23 except 25=734(LC 1), 22=339(LC 1), 29=866(LC 1), 26=316(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1001/248, 4-6= 782/181, 6-8=-783/179, 8-10= 819/187, 10-12=-966/263, 12-14=-1023/297, 14-16= 1036/301, 16-25=-1069/314, 20-22= 281/101 BOT CHORD 28-29=-249/941, 27-28= 179/1060, 26-27=-179/1060, 25-26= 179/1060 WEBS 4-28=0/333, 3-29= 991/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 8-6-0, Exterior(2R) 8-6-0 to 14-6-0, Interior(1) 14-6-0 to 21-3-8, Exterior(2E) 21-3-8 to 24-3-8 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 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 23, 22 except Qt=lb) 25=263, 29=183. 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 o russ russ ype ty y Scott/MurrayJob 2901066 B02 COMMON 2 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:33 2021 Page 1 ID:UEhrAhEDe931?WxkE8K1 TuylwYy-V4FC7JQQZg4fZ4doJfE2Av8e8iZAiTccCVzWrLylvZS -1-3-8 5-10-15 11-6-0 17-1-2 23-0-0 1-3-8 5-10-15 5-7-2 5-7-2 5-10-15 Scale = 1:38.5 4x5 = 4x12 11 3x4 = 3x6 = 3x4 = 4x12 11 Plate Offsets (X,Y)-- j2:0-8-9,Edgel, f8:0-8-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.14 9-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 2400F 2.0E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 131: 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF No.2 be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x8 DF SS - 2-6-0, Right 2x8 DF SS - 2-6-0 Installation guide. REACTIONS. (lb/size) 8=964/0-5-8 (min. 0-1-9), 2=1051/0-5-8 (min. 0-1-12) Max Horz2=94(LC 14) Max Uplift8=-165(LC 11), 2= 196(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-325/74, 3-4= 1497/369, 4-20=-1316/333, 5-20= 1264/342, 5-21=-1270/347, 6-21 =-1 336/337, 6-22= 1481/376, 7-22=-1507/364, 7-8= 357/0 BOT CHORD 2-11=-275/1317, 10-11= 163/1017, 9-10=-163/1017, 8-9= 283/133O WEBS 5-9=-81 /381, 6-9= 287/183, 5-11=-78/372, 4-11= 275/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 8-6-0, Exterior(2R) 8-6-0 to 14-6-0, Interior(1) 14-6-0 to 20-0-0, Exterior(2E) 20-0-0 to 23-0-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=165, 2=196. 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 o russ russ ype ty y Scott/MurrayJob 2901066 B03 COMMON 2 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:33 2021 Page 1 I D:UEhrAhEDe931?WXkEBKI TuylwYy-V4FC7JQQZg4fZ4doJfE2Av8e W iZMiTccCVzW rLyIVZS 5-10-15 11-6-0 17-1-2 23-0-0 5-10-15 5-7-2 5-7-2 5-10-15 Scale = 1:37.3 4x5 = 3x4 = 3x6 = 3x4 = 4x12 11 4x12 11 Plate Offsets (X,Y)-- j1:0-3-8,Edgel, f7:0-8-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.14 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 2400F 2.0E "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 131: 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF No.2 be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x8 DF SS - 2-6-0, Right 2x8 DF SS - 2-6-0 Installation guide. REACTIONS. (lb/size) 1=966/0-5-8 (min. 0-1-9), 7=966/0-5-8 (min. 0-1-9) Max Horz 1=-77(LC 11) Max Upliftl =-1 65(LC 10), 7= 165(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/0, 2-19= 1510/367, 3-19=-1485/379, 3-20= 1341/341, 4-20=-1275/350, 4-21 =-1 274/350, 5-21= 1341 /341, 5-22=-1486/379, 6-22= 1511 /367, 6-7=-357/0 BOT CHORD 1-10=-285/1332, 9-10= 167/1022, 8-9=-167/1022, 7-8= 286/1334 WEBS 4-8=-81/381, 5-8= 287/183, 4-10=-81/382, 3-10= 284/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-6-0, Exterior(2R) 8-6-0 to 14-6-0, Interior(1) 14-6-0 to 20-0-0, Exterior(2E) 20-0-0 to 23-0-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=165, 7=165. 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 o russ russ ype ty y Scott/MurrayJob 2901066 BP01 BLOCKING 17 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 13:48:34 2021 Page 1 I D:UEhrAhEDe931?WxkE8K1 TuylwYy-zGobKfQ2K7DWADC?tMl Hj6gtx62TRxkmQ9i3NoylvzR 1-10-6 1-10-6 3x4 = 1 2 3 2x4 11 3x4 = 5 4 1-10-6 1-10-6 Scale = 1:20.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 BOT CHORD WEBS 2x4 DF No.2 REACTIONS. All bearings 1-10-8. (lb) - Max Horz 5=-113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 5= 138(LC 6), 4=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 5, 3, 4, 4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-0-0 oc purlins: 1-3, except end verticals. 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. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=138, 4=142. 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. 7) 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 o russ russ Type ty y ScotUMurray Job 2901066 c01 GABLE 1 1 Job Reference (optional) tsunaers rirs[ source, Arnngion,vm aazz3 -1-S-8 3x6 = 9 10 11 s ✓' 8 12 5.00 F12 13 7 6 14 5 15 BOA 4 1-0-8 T T 3 36 T T 3x4 II T 1-4-0 4-0-0 1-4-0 T 2 T P T T 35 34 33 32 31 30 29 28 3x4 11 5x6 = Scale = 1:35.3 16 37 17 3x4 18 27 26 25 24 23 22 21 20 3x4 11 Plate Offsets (X,Y)-- j10:0-3-0,Edgel, f29:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 19 n/r 180 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.01 19 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 20 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight: 113 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 *Except* end verticals. B2: 2x4 DF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 35=-51(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 35, 20, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 35, 20, 28, 27, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-8 to 1-8-8, Exterior(2N) 1-8-8 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 18-3-8, Corner(3E) 18-3-8 to 21-3-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 20, 29, 30, 31, 32 , 33, 34, 26, 25, 24, 23, 22, 21. 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 o russ russ ype ty y ScotUMurray Job 2901066 CO2 COMMON 7 1 Job Reference (optional) tsunaers rirsr source, Arnngion,vm aazz3 1-3-8 5-1-12 4-10-4 14-10-4 4x5 = 5 5.00 F12 21 22 2x4 \\ 4 5x6 3 2 1 T W1 131 (]ql1 12 11 10 3x4 = 3x6 = 3x4 = 4x12 11 Plate Offsets (X,Y)-- (2:0-8-9,Edgel, f8:0-8-9,Edgel 2x4 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.07 10-12 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.13 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E "Except' 131: 2x4 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS - 2-6-0, Right 2x8 DF SS - 2-6-0 REACTIONS. (lb/size) 2=923/0-5-8 (min. 0-1-8), 8=923/0-5-8 (min. 0-1-8) Max Horz2=-76(LC 15) Max Uplift2=-174(LC 10), 8= 174(LC 11) Scale = 1:35.3 75x6 8 HW1 y I9 4x12 11 -0 1-3-8 PLATES GRIP MT20 220/195 Weight: 98 lb FT = 20% 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. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1254/340, 4-21= 1143/328, 5-21=-1102/338, 5-22= 1103/337, 6-22=-1144/327, 6-7=-1255/340 BOT CHORD 2-12=-219/1099, 11-12= 127/855, 10-11=-127/855, 8-10= 220/1101 WEBS 5-10=-80/347, 5-12= 80/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 18-3-8, Exterior(2E) 18-3-8 to 21-3-8 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=174, 8=174. 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 o russ russ ype ty y Scott/MurrayJob 2901066 CO3 COMMON 2 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 20 4x5 = 3x4 = 3x6 = 3x4 = Plate Offsets (X,Y)-- (1:0-3-4,0-0-11, (7:0-8-9,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 9-11 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.13 9-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* 131: 2x4 DF No.2 WEBS 2x4 DF No.2 SLIDER Left 2x8 DF SS - 2-6-0, Right 2x8 DF SS - 2-6-0 REACTIONS. (lb/size) 1=837/0-5-8 (min. 0-1-8), 7=925/0-5-8 (min. 0-1-8) Max Horz 1=-84(LC 15) Max Upliftl =-1 43(LC 10), 7= 175(LC 11) Scale = 1:34.4 4x12 11 0 1 PLATES GRIP MT20 220/195 Weight: 96 lb FT = 20% 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. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1269/341, 3-20= 1244/351, 3-21=-1157/339, 4-21= 1115/348, 4-22=-1108/341, 5-22=-1149/331, 5-6= 1260/344 BOT CHORD 1-11=-232/1116, 10-11= 131/860, 9-10=-131/860, 7-9= 223/1106 WEBS 4-9=-80/346, 4-11= 83/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 18-3-8, Exterior(2E) 18-3-8 to 21-3-8 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=143, 7=175. 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 o russ russ ype ty y Scott/MurrayJob 2901066 c04 COMMON 2 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 3x10 11 4x5 — 3x4 — 3x6 — 3x4 — Scale = 1:32.8 3x10 11 Plate Offsets (X,Y)-- (1:0-3-4,0-0-11,(7:0-8-5,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.13 8-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-MSH Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 2400F 2.0E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 131: 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF No.2 be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x8 DF SS - 2-6-0, Right 2x8 DF SS - 2-6-0 Installation guide. REACTIONS. (lb/size) 1=840/0-5-8 (min. 0-1-8), 7=840/0-5-8 (min. 0-1-8) Max Horz 1=67(LC 10) Max Upliftl =-1 44(LC 10), 7= 144(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-1274/345, 3-19= 1249/355, 3-20=-1162/342, 4-20= 1120/352, 4-21=-1121/352, 5-21 =-1 163/342, 5-22= 1250/355, 6-22=-1276/345 BOT CHORD 1-10=-267/1120, 9-10= 167/866, 8-9=-167/866, 7-8= 268/1122 WEBS 4-8=-82/358, 4-10= 83/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 20-0-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=144, 7=144. 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 o russ russ ype ty y Scott/MurrayJob 2901066 D01 KINGPOST 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: 8.420 s Feb 10 2021 Print: 8.420 s Feb 10 2021 MiTek Industries, Inc. Fri Aug 20 ID:UEhrAhEDe931?WxkE8KiTuylwYy-NrUjzhTxd2b51 hwaYVJ_LIINFJ1 3x6 = 12 14 Scale = 1:31.0 4xa = 3x4 11 25 24 23 22 21 6-0-0 6,2r0 11-6-0 17-0-0 1-3-8 17-0-0 1-3-8 Plate Offsets (X,Y)-- j12:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.02 18-19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.04 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 18 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-SH Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 2400F 2.0E "Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2: 2x6 DF No.2 end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 JOINTS 1 Brace at Jt(s): 9, 13 OTHERS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-5-8 except Qt=length) 18=0-5-8, 21=0-3-8. (lb) - Max Horz 25=-41(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 25, 23, 24 except 22= 142(LC 10), 18=-144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 21 except 25=397(LC 1), 22=555(LC 1), 18=635(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-26=-648/235, 16-26= 716/219, 7-22=-513/165, 7-9= 502/157, 9-11=-490/139, 11-13=-492/144, 13-15= 472/143, 16-18=-582/268, 2-25= 322/163 BOT CHORD 21-22=-101/597, 20-21= 101/597, 19-20=-101/597 WEBS 16-19=-90/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 5-6-0, Exterior(2R) 5-6-0 to 11-4-12, Interior(1) 11-4-12 to 15-3-8, Exterior(2E) 15-3-8 to 18-3-8 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 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 23, 24 except (jt=1b) 22=142, 18=144. 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 o russ russ Type ty y Scott/MurrayJob 2901066 E01 GABLE 1 1 Job Reference (optional) Builders First Source, Arlington,WA 98223 Run: ID sFeb 10 Scale = 1:21.9 3x6 = m 0 23 22 21 20 19 18 17 16 15 14 3x4 11 3x4 11 11-0-0 1-3-8 11-0-0 1-3-8 Plate Offsets (X,Y)-- j7:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 13 n/r 180 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT) -0.01 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 DF No.2 BOT CHORD OTHERS 2x4 DF No.2 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 23=-21(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 14, 19, 20, 21, 22, 15, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 23, 14, 19, 18, 20, 21, 22, 15, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-3-8 to 1-8-8, Exterior(2N) 1-8-8 to 2-6-0, Corner(3R) 2-6-0 to 8-6-0, Exterior(2N) 8-6-0 to 9-3-8, Corner(3E) 9-3-8 to 12-3-8 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 14, 19, 20, 21, 22 , 15, 17, 16. 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