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981 SAILFISH DR RES23-0276 Truss Engineering Drawings612 5x6 10x12 5x6 5x6 4x12 5x6 5x6 4x12 4x8 5x6 4x8 5x6 5x6 4x12 5x8 3x4 3x4 3x4 4x8 8x12 5x8 4x8 8x12 3x4 3x4 4x12 3x4 6x8 4x8 5x6 6x8 4x12 4x12 HTU26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 38 37 36 35 51 52 34 53 33 29 55 28 5627 2657 58 25 1 4232543130 45 2 444139 3 46 4 24 47 23225 43 2120 40 6 7 198 181791610 15111214 13 T1 T5 W5 T3 T2 T4 B1 B5B2 B3 B4 B3 W10 W9 W13 W12 W14 W15 W17 W1 W8 W6 W7 W11 W11 W5 W3 W2 W4 W16 W18 ST3ST2 ST1 ST4 ST5 ST6 ST7 ST8 ST9 ST10 0-5-11 12-8-13 0-5-3 13-2-0 1-6-12 1-6-12 1-9-7 34-10-0 1-8-12 23-2-12 1-8-12 21-6-0 2-4-3 33-0-9 3-3-8 16-5-8 3-3-12 19-9-4 3-4-8 4-11-4 3-4-8 8-3-12 3-7-7 26-10-3 3-10-3 30-8-5 3-11-6 12-3-2 0-2-12 1-6-12 1-2-5 30-8-5 1-4-0 1-4-0 2-7-13 29-6-0 3-0-0 23-0-0 3-4-8 4-11-4 3-4-8 8-3-12 3-6-8 20-0-0 3-10-3 26-10-3 4-1-11 34-10-0 8-1-12 16-5-811-1-70-8-6 4-9-60-8-01-7-40-5-80-5-83-11-154-5-71-2-105-8-11-7-47-3-63-10-111-1-7Scale = 1:63.3 Plate Offsets (X, Y):[6:0-3-0,0-0-12], [13:0-3-12,0-1-4], [26:0-3-8,0-4-0], [30:0-4-12,0-4-0], [32:0-4-12,0-4-0], [33:0-4-8,0-0-4], [38:0-1-12,0-10-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)0.13 33-34 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.21 34-35 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.06 25 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 450 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W15:2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 12-32, 14-30 WEBS 1 Row at midpt 17-28, 20-28, 20-26, 15-41, 13-32,13-30JOINTS1 Brace at Jt(s): 40, 43 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)25=-66/4-1-8, (min. 0-4-1), 26=1704/4-1-8, (min. 0-4-1),38=910/0-5-8, (min. 0-2-4)Max Horiz 38=353 (LC 12) Max Uplift 25=-174 (LC 29), 26=-1841 (LC 13), 38=-835 (LC 12) Max Grav 25=125 (LC 12), 26=3566 (LC 2), 38=1907 (LC 3) 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/109, 2-3=-2340/1039, 3-4=-2677/1203, 4-5=-2664/1293, 5-6=-2596/1302, 6-7=-2409/1206, 7-8=-2345/1163, 8-9=-2349/1194, 9-10=-2112/1128, 10-11=-2122/1161, 11-12=-2047/1147, 12-13=-2073/1200, 13-14=-1681/993,14-15=-1681/987, 15-16=-1642/943, 16-17=-1684/936, 17-18=-1064/616, 18-19=-1076/593, 19-20=-1082/571,21-22=-134/272BOT CHORD 1-38=-96/295, 37-38=-442/373, 36-37=-1192/2053, 35-36=-1192/2053, 35-51=-1200/2261, 51-52=-1200/2261, 34-52=-1200/2261, 34-53=-438/848, 33-53=-438/848, 32-33=-435/907, 32-54=-764/1591, 31-54=-764/1591, 30-31=-764/1591, 29-55=-301/612, 28-55=-301/612 WEBS 32-34=-627/1318, 9-40=-567/307, 39-40=-659/367, 32-39=-585/325, 30-42=-150/376, 28-42=-147/379, 30-41=-508/1022, 41-43=-594/1191, 17-43=-587/1178, 17-28=-1430/706, 28-44=-1146/2283, 44-47=-1188/2366, 20-47=-919/1832, 20-26=-2097/1042, 26-45=-367/273, 45-46=-268/215, 24-46=-305/230, 13-31=-313/569, 2-38=-1559/764, 9-34=-213/466, 6-35=-328/231, 7-34=-326/399, 13-32=-887/1607, 13-30=-687/301, 3-37=-529/255, 2-37=-778/1808, 3-35=-124/423, 27-47=-697/354 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Job Truss Truss Type Qty Ply A01 1 13621311Roof Special Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:5DDVtP_UT?LWlblFQSry_DyMsST-JofPUtb1mQHA5XTNwan3F?OJAcpytYVWeR9F9KyEhNr Continued on page 2 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 25, 1841 lb uplift at joint 26 and 835 lb uplift at joint 38. 10)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) EJ07 (1 ply 2x6 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)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=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-13=-20, 13-24=-20, 33-48=-20, 30-32=-20, 25-29=-20 Concentrated Loads (lb) Vert: 30=-98 (F), 28=-90 (F), 53=-497 (F), 54=-98 (F), 55=-98 (F), 56=-90 (F), 57=-90 (F), 58=-98 (F) Job Truss Truss Type Qty Ply A01 1 13621311Roof Special Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2 ID:5DDVtP_UT?LWlblFQSry_DyMsST-JofPUtb1mQHA5XTNwan3F?OJAcpytYVWeR9F9KyEhNr 612 3x4 2x4 6x8 5x6 5x6 3x4 4x8 3x4 4x8 3x4 2x4 2x4 6x8 5x8 2x4 6x8 2x4 2x4 3x4 4x8 4x8 5x622212019 18 14 13 12 30 31 1 17 16 15 2 26 3 4 115 29106 2827 7 9 8 T2 T1 T3 W15 B1 B5B2 B3 B4 B3 W12 W11 W14 W10W9W9 W13 W1 W3W2 W4 W5 W6 W8 W7 1-6-12 1-6-12 1-7-12 23-1-12 1-7-12 21-6-0 3-4-12 19-10-4 3-10-8 16-5-8 3-11-4 27-1-0 4-7-7 6-2-3 6-4-13 12-7-0 4-1-0 31-2-0 0-2-12 1-6-12 1-4-0 1-4-0 1-6-0 21-6-0 1-6-0 23-0-0 3-6-8 20-0-0 4-1-0 27-1-0 4-1-0 31-2-0 6-10-12 8-5-8 8-0-0 16-5-8 0-8-6 6-7-60-8-011-5-6Scale = 1:58.4 Plate Offsets (X, Y):[4:0-4-0,Edge], [15:0-2-12,0-2-8], [17:0-2-0,0-2-12], [22:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL)-0.09 19-20 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.41 Vert(CT)-0.17 19-20 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.04 12 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 317 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B3:2x4 SP No.3, B4:2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W15:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-10-9 oc bracing: 20-22 8-10-6 oc bracing: 19-20. 1 Row at midpt 7-17, 9-15WEBS1 Row at midpt 8-17, 8-15, 10-13, 3-22, 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)12=586/0-5-8, (min. 0-1-8), 22=652/0-5-8, (min. 0-1-11) Max Horiz 22=421 (LC 16) Max Uplift 12=-441 (LC 16), 22=-514 (LC 16) Max Grav 12=1262 (LC 3), 22=1414 (LC 3) 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-259/109, 3-4=-2037/655, 4-5=-1965/669, 5-6=-1570/551, 6-27=-1279/492, 7-27=-1235/498, 7-8=-1271/561,8-9=-1080/493, 9-28=-1026/437, 10-28=-1082/424, 10-29=-658/260, 11-29=-735/251, 11-12=-1427/479BOT CHORD 21-22=-885/1793, 20-21=-885/1793, 20-30=-695/1597, 30-31=-695/1597, 19-31=-695/1597, 16-17=-305/912,15-16=-305/912WEBS13-15=-149/472, 10-15=-212/572, 11-13=-355/1167, 8-17=-486/950, 8-15=-265/125, 10-13=-935/361, 3-22=-1912/565, 5-20=-131/341, 5-19=-533/359, 6-19=-195/536, 6-17=-673/334, 17-19=-416/1125 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 12 and 514 lb uplift at joint 22. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A02 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:6B6YYNpbOdmdfFloqCj0LuyMtBA-JofPUtb1mQHA5XTNwan3F?OFycsjtcSWeR9F9KyEhNr 612 3x4 2x4 6x8 5x6 5x6 3x4 4x8 3x4 3x4 3x4 5x6 5x6 4x8 3x4 6x8 2x4 16 15 14 24 25 13 12 11 26 27 10 1 2 20 3 4 95 2368 21 22 7 T1 T2 T3 W11 B1 B3B2 W8 W1 W3W2 W4 W6 W5 W10W9W7 1-6-12 1-6-12 3-10-8 16-5-8 4-7-7 6-2-3 4-8-5 26-2-5 5-0-8 21-6-0 6-4-13 12-7-0 4-7-3 30-9-8 0-2-12 1-6-12 1-4-0 1-4-0 5-0-8 21-6-0 6-10-12 8-5-8 8-0-0 16-5-8 9-3-8 30-9-8 0-8-6 6-9-1011-5-6Scale = 1:56.2 Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL)-0.12 10-11 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.19 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 1 Row at midpt 3-16, 8-10, 6-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 16=646/0-5-8, (min. 0-1-11) Max Horiz 16=425 (LC 16) Max Uplift 10=-442 (LC 16), 16=-508 (LC 16) Max Grav 10=1334 (LC 3), 16=1430 (LC 3) 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-255/108, 3-4=-2064/645, 4-5=-1991/659, 5-6=-1585/538, 6-21=-1126/421, 7-21=-1068/433, 7-22=-1070/440,8-22=-1127/424BOT CHORD 15-16=-883/1817, 14-15=-883/1817, 14-24=-689/1618, 24-25=-689/1618, 13-25=-689/1618, 12-13=-515/1354,11-12=-515/1354, 11-26=-209/651, 26-27=-209/651, 10-27=-209/651 WEBS 7-11=-214/652, 3-16=-1943/558, 5-14=-133/350, 6-13=-265/693, 5-13=-520/343, 8-10=-1408/461, 8-11=-150/529, 6-11=-883/460 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 10 and 508 lb uplift at joint 16. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03 5 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHHcrZtbDWeR9F9KyEhNr 612 3x4 2x4 6x8 5x6 5x6 3x4 4x8 3x4 3x4 3x4 5x6 5x6 4x8 3x4 6x8 2x4 16 15 14 24 25 13 12 11 26 27 10 1 2 20 3 4 95 2368 21 22 7 T1 T2 T3 W11 B1 B3B2 W8 W1 W3W2 W4 W6 W5 W10W9W7 1-6-12 1-6-12 3-10-8 16-5-8 4-7-7 6-2-3 4-8-5 26-2-5 5-0-8 21-6-0 6-4-13 12-7-0 4-7-3 30-9-8 0-2-12 1-6-12 1-4-0 1-4-0 5-0-8 21-6-0 6-10-12 8-5-8 8-0-0 16-5-8 9-3-8 30-9-8 0-8-6 6-9-1011-5-6Scale = 1:56.2 Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL)-0.12 10-11 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.48 Vert(CT)-0.19 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 1 Row at midpt 3-16, 8-10, 6-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 16=646/0-5-8, (min. 0-1-11) Max Horiz 16=425 (LC 16) Max Uplift 10=-442 (LC 16), 16=-508 (LC 16) Max Grav 10=1334 (LC 3), 16=1430 (LC 3) 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-255/108, 3-4=-2064/645, 4-5=-1991/659, 5-6=-1585/538, 6-21=-1126/421, 7-21=-1068/433, 7-22=-1070/440,8-22=-1127/424BOT CHORD 15-16=-883/1817, 14-15=-883/1817, 14-24=-689/1618, 24-25=-689/1618, 13-25=-689/1618, 12-13=-515/1354,11-12=-515/1354, 11-26=-209/651, 26-27=-209/651, 10-27=-209/651 WEBS 7-11=-214/652, 3-16=-1943/558, 5-14=-133/350, 6-13=-265/693, 5-13=-520/343, 8-10=-1408/461, 8-11=-150/529, 6-11=-883/460 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at joint 10 and 508 lb uplift at joint 16. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03X 4 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHHcrZtbDWeR9F9KyEhNr 612 3x4 2x4 6x8 5x6 5x6 3x4 4x8 3x4 3x4 3x4 5x6 5x6 4x8 3x4 6x8 2x4 16 15 14 13 12 11 26 27 10 24 25 1 2 20 3 4 95 23 6 8 2221 7 T1 T2 T3 W11 B1 B3B2 W8 W1 W3W2 W4 W6 W5 W7 W9 W10 1-6-12 1-6-12 3-10-8 16-5-8 4-7-7 6-2-3 4-8-5 26-2-5 5-0-8 21-6-0 6-4-13 12-7-0 4-11-11 31-2-0 0-2-12 1-6-12 1-4-0 1-4-0 5-0-8 21-6-0 6-10-12 8-5-8 8-0-0 16-5-8 9-8-0 31-2-0 0-8-6 6-7-611-5-6Scale = 1:56.2 Plate Offsets (X, Y):[4:0-4-0,Edge], [16:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL)-0.13 10-11 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.52 Vert(CT)-0.22 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.03 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 241 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 1 Row at midpt 3-16, 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=588/0-5-8, (min. 0-1-10), 16=653/0-5-8, (min. 0-1-11) Max Horiz 16=420 (LC 16) Max Uplift 10=-441 (LC 16), 16=-515 (LC 16) Max Grav 10=1352 (LC 3), 16=1448 (LC 3) 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-258/109, 3-4=-2100/657, 4-5=-2027/671, 5-6=-1625/551, 6-21=-1171/436, 7-21=-1113/447, 7-22=-1116/456,8-22=-1174/439BOT CHORD 15-16=-886/1843, 14-15=-886/1843, 14-24=-695/1650, 24-25=-695/1650, 13-25=-695/1650, 12-13=-522/1388,11-12=-522/1388, 11-26=-224/707, 26-27=-224/707, 10-27=-224/707 WEBS 7-11=-227/696, 3-16=-1976/568, 5-14=-130/345, 6-13=-265/684, 5-13=-518/342, 6-11=-874/460, 8-11=-132/500, 8-10=-1431/463 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 21-6-0, Exterior(2R) 21-6-0 to 24-6-15, Interior (1) 24-6-15 to 31-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 10 and 515 lb uplift at joint 16. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03Y 1 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:ThzHkiH2Cch5rEEHcvw9Q6yMtAZ-JofPUtb1mQHA5XTNwan3F?OHCcq_tbhWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 4x8 3x4 3x4 4x8 5x6 4x8 4x8 3x4 5x6 6x8 2x4 16 15 14 21 13 22 12 11 23 24 10 1 2 17 3 4 958 2018 6 19 7 T2 T1 T3 T4 W1 W11 B1 B2 W7 W8 W7 W9 W10 W2 W3 W4 W5 W6 1-1-81-6-12 1-6-12 3-8-0 23-4-0 5-2-4 6-9-0 6-0-3 29-4-3 6-5-8 13-2-8 1-5-5 30-9-8 6-5-8 19-8-0 0-2-12 1-6-12 1-4-0 1-4-0 3-4-8 23-2-4 7-7-4 30-9-8 9-0-10 10-7-6 9-2-6 19-9-12 0-8-6 6-9-100-2-1110-6-6Scale = 1:53.5 Plate Offsets (X, Y):[4:0-4-0,Edge], [6:0-3-0,0-2-0], [7:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL)-0.27 12-14 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-0.45 12-14 >783 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.05 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 218 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W11:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-4 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11, 8-10, 3-15, 5-12 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=580/ Mechanical, (min. 0-1-8), 15=640/0-5-8, (min. 0-1-10) Max Horiz 15=401 (LC 16) Max Uplift 10=-436 (LC 16), 15=-509 (LC 16) Max Grav 10=1303 (LC 3), 15=1397 (LC 3) 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-287/119, 3-4=-1962/607, 4-5=-1830/623, 5-18=-1266/428, 6-18=-1183/450, 6-19=-1082/464, 7-19=-1082/464,7-20=-970/391, 8-20=-1043/371BOT CHORD 14-15=-856/1752, 14-21=-664/1560, 13-21=-664/1560, 13-22=-664/1560, 12-22=-664/1560, 11-12=-253/826,11-23=-103/282, 23-24=-103/282, 10-24=-103/282 WEBS 7-12=-312/616, 7-11=-443/227, 8-11=-256/850, 8-10=-1483/578, 2-15=-265/242, 3-15=-1832/550, 5-14=-95/443, 5-12=-781/450 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 19-8-0, Exterior(2E) 19-8-0 to 23-4-0, Exterior(2R) 23-4-0 to 27-8-4, Interior (1) 27-8-4 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Refer to girder(s) for truss to truss connections.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 lb uplift at joint 10 and 509 lb uplift at joint 15. 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 Truss Truss Type Qty Ply A04 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:t8HCzYd9IMXGAt7ouqvAAGyMrzx-JofPUtb1mQHA5XTNwan3F?OGMcjqtbiWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 4x8 3x4 3x4 4x8 5x6 4x8 4x8 3x4 5x6 5x6 15 14 13 12 11 25 10 26 9 23 24 1 2 16 3 4 5 82217 21 76181920 T2 T1 T3 T4 W1 W10 B1 B2 W7 W8 W7 W9 W2 W3 W4 W5 W61-1-81-6-12 1-6-12 4-6-4 6-1-0 5-9-8 11-10-8 5-9-8 17-8-0 7-8-0 25-4-0 5-5-8 30-9-8 0-2-12 1-6-12 1-4-0 1-4-0 5-7-4 30-9-8 7-4-8 25-2-4 8-0-10 9-7-6 8-2-6 17-9-12 0-8-6 6-9-100-2-119-6-6Scale = 1:53.4 Plate Offsets (X, Y):[4:0-4-0,Edge], [6:0-3-0,0-2-0], [7:0-5-8,0-2-4], [9:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL)-0.15 11-13 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.26 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.04 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T3:2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W10:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at midpt 7-10, 8-9, 3-14, 5-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=580/ Mechanical, (min. 0-1-8), 14=640/0-5-8, (min. 0-1-11) Max Horiz 14=379 (LC 16) Max Uplift 9=-429 (LC 16), 14=-516 (LC 16) Max Grav 9=1330 (LC 3), 14=1405 (LC 3) 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1992/631, 4-5=-1927/643, 5-17=-1460/491, 6-17=-1392/511, 6-18=-1268/516, 18-19=-1268/516, 19-20=-1268/516,7-20=-1268/516, 7-21=-867/323, 21-22=-884/312, 8-22=-936/307, 8-9=-1462/493BOT CHORD 13-14=-840/1724, 13-23=-697/1649, 23-24=-697/1649, 12-24=-697/1649, 11-12=-697/1649, 11-25=-217/763,10-25=-217/763 WEBS 6-11=-2/258, 7-11=-348/737, 7-10=-620/306, 8-10=-343/1189, 3-14=-1882/582, 5-13=-64/310, 5-11=-620/379 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 17-8-0, Exterior(2R) 17-8-0 to 22-0-4, Interior (1) 22-0-4 to 25-4-0, Exterior(2R) 25-4-0 to 29-8-4, Interior (1) 29-8-4 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 9 and 516 lb uplift at joint 14. 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 Truss Truss Type Qty Ply A05 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:egmDfHkAQpY886lKMV22VyyMrzp-JofPUtb1mQHA5XTNwan3F?OCEcnNtX3WeR9F9KyEhNr 612 5x6 5x6 3x4 5x6 3x4 4x8 5x6 5x8 2x4 4x8 4x8 5x6 3x4 5x6 15 14 13 12 20 11 21 10 9 1 2 16 3 4 17 8 5 18 6 19 7 T2 T1 T3 T4 W1 W9 B1 B2 W6 W7 W6 W7 W6 W8 W2 W3 W4 W50-10-121-4-0 1-4-0 5-10-0 21-6-0 5-10-0 27-4-0 6-7-12 7-11-12 7-8-4 15-8-0 3-5-8 30-9-8 1-4-0 1-4-0 3-7-4 30-9-8 5-8-4 27-2-4 5-8-4 21-6-0 6-7-12 7-11-12 7-10-0 15-9-12 0-8-6 6-9-100-2-118-6-6Scale = 1:53.4 Plate Offsets (X, Y):[4:0-4-0,Edge], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:Edge,0-3-8], [12:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL)-0.11 12-13 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.66 Vert(CT)-0.23 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(CT)0.04 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 209 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 1 Row at midpt 6-10, 7-10, 8-9, 3-12 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=585/ Mechanical, (min. 0-1-8), 14=635/0-5-8, (min. 0-1-10) Max Horiz 14=356 (LC 16) Max Uplift 9=-426 (LC 16), 14=-519 (LC 16) Max Grav 9=1305 (LC 3), 14=1377 (LC 3) 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2139/666, 3-16=-2005/684, 3-4=-1658/530, 4-17=-1584/540, 5-17=-1564/556, 5-18=-1427/575, 6-18=-1427/575,6-19=-611/256, 7-19=-611/256, 7-8=-700/243, 8-9=-1496/491BOT CHORD 13-14=-432/306, 12-13=-849/1915, 12-20=-401/1227, 11-20=-401/1227, 11-21=-401/1227, 10-21=-401/1227 WEBS 5-12=-29/310, 6-12=-218/306, 6-11=0/317, 6-10=-1127/419, 8-10=-370/1247, 2-14=-1415/580, 2-13=-422/1629, 3-12=-593/371 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 15-8-0, Exterior(2R) 15-8-0 to 20-0-4, Interior (1) 20-0-4 to 27-4-0, Exterior(2E) 27-4-0 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 lb uplift at joint 9 and 519 lb uplift at joint 14. 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 Truss Truss Type Qty Ply A06 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:uPpdXMqqIagsjUx3Oui9NsyMrzg-JofPUtb1mQHA5XTNwan3F?OB7coqtdhWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 3x4 5x6 4x8 4x8 2x4 4x8 4x8 5x6 3x4 2x4 15 14 13 12 11 20 10 21 9 8 1 2 16 3 17 7 4 18 5 619 T1 T2 T3 W1 W9 B1 B2 W6 W7 W6 W7 W6 W8 W2 W3 W4 W51-1-81-6-12 1-6-12 5-5-0 6-11-12 6-8-4 13-8-0 1-5-8 30-9-8 7-10-0 29-4-0 7-10-0 21-6-0 0-2-12 1-6-12 1-4-0 1-4-0 1-7-4 30-9-8 5-5-0 6-11-12 6-10-0 13-9-12 7-8-4 29-2-4 7-8-4 21-6-0 0-8-6 6-9-100-2-117-6-6Scale = 1:53.4 Plate Offsets (X, Y):[4:0-3-0,0-2-0], [6:0-3-0,0-2-0], [8:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL)-0.12 10-12 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.73 Vert(CT)-0.22 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.05 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. WEBS 1 Row at midpt 5-12, 5-9, 7-8 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=580/ Mechanical, (min. 0-1-8), 14=640/0-5-8, (min. 0-1-10) Max Horiz 14=333 (LC 16) Max Uplift 8=-476 (LC 13), 14=-529 (LC 16) Max Grav 8=1307 (LC 3), 14=1393 (LC 3) 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2017/643, 3-16=-1908/657, 3-17=-1781/584, 4-17=-1702/600, 4-18=-1551/607, 5-18=-1551/607, 5-19=-337/126,6-19=-337/126, 6-7=-347/101, 7-8=-1588/453BOT CHORD 13-14=-357/186, 12-13=-814/1820, 11-12=-475/1439, 11-20=-475/1439, 10-20=-475/1439, 10-21=-475/1439,9-21=-475/1439 WEBS 4-12=-26/345, 5-10=0/442, 5-9=-1528/525, 7-9=-469/1500, 2-14=-1449/558, 2-13=-468/1671, 3-12=-328/260 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-2-11, Interior (1) 3-2-11 to 13-8-0, Exterior(2R) 13-8-0 to 18-0-4, Interior (1) 18-0-4 to 29-4-0, Exterior(2E) 29-4-0 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 8 and 529 lb uplift at joint 14. 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 Truss Truss Type Qty Ply A07 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:fxIfD5xrP2hjgjYbsar1hYyMrzY-JofPUtb1mQHA5XTNwan3F?OBJcnetYHWeR9F9KyEhNr 612 5x6 3x4 2x4 3x4 4x8 3x4 4x8 3x4 3x4 4x8 3x4 3x4 3x4 2x4 14 13 24 12 11 10 9 25 26 1 2 19 3 20 214 5 22 6 7 23 8 T1 T2 T3 W3 B1 B2 W1 W2 W3 W4W3W4W4W3 HW1 6-3-5 24-4-7 6-5-1 18-1-1 5-8-4 11-8-0 5-11-12 5-11-12 6-5-1 30-9-8 5-10-0 11-9-12 5-11-12 5-11-12 6-3-5 18-1-1 6-3-5 24-4-7 6-5-1 30-9-8 0-8-6 6-6-66-6-6Scale = 1:53.3 Plate Offsets (X, Y):[1:0-3-0,0-0-8], [4:0-5-4,0-2-0], [6:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL)-0.05 9-10 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.09 9-10 >828 180 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.00 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 -- 1-11-12 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.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 29-5-8. (lb) -Max Horiz 14=305 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) except 9=-129 (LC 17),10=-264 (LC 12), 11=-250 (LC 13), 13=-175 (LC 16), 14=-341(LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 9 except 10=611 (LC 3), 11=570 (LC 3), 13=406 (LC 3), 14=913 (LC 3) 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-147/442, 3-19=-137/526 BOT CHORD 1-14=-411/199, 13-14=-364/0 WEBS 3-14=-787/337, 3-13=0/319, 4-13=-412/201, 5-11=-451/267, 7-10=-454/279 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-15, Interior (1) 3-0-15 to 11-8-0, Exterior(2R) 11-8-0 to 16-0-4, Interior (1) 16-0-4 to 30-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 9, 340 lb uplift at joint 14, 175 lb uplift at joint 13, 250 lb uplift at joint 11 and 264 lb uplift at joint 10. 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 Truss Truss Type Qty Ply A08 1 13621311Half Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:1FZv0fKTNLj4a?kRfDweemyMrNb-JofPUtb1mQHA5XTNwan3F?OFQctStgEWeR9F9KyEhNr 612 5x6 3x4 4x8 5x6 3x4 5x623222120191817161514 1 13 1223233113 104 95 86 7 T1 T1 T2 T2 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-9-7 1-9-7 1-9-7 22-8-0 9-6-9 20-10-9 9-6-9 11-4-0 1-4-0 1-4-0 21-4-0 22-8-06-0-70-8-6 0-4-70-4-71-2-101-7-14-5-66-0-7Scale = 1:42.1 Plate Offsets (X, Y):[1:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr NO WB 0.19 Horiz(TL)-0.01 14 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 20-0-0. (lb) -Max Horiz 23=120 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 21 except 14=-135 (LC 17), 15=-108 (LC 17), 16=-101 (LC 17), 17=-106 (LC 17), 20=-106(LC 16), 22=-112 (LC 16), 23=-132 (LC 16)Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 20, 21, 22except 14=381 (LC 38), 18=335 (LC 2), 23=381 (LC 37) 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-32=-156/271, 11-33=-156/271 WEBS 7-18=-293/0, 3-23=-232/257, 11-14=-232/257 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 11-4-0, Corner(3R) 11-4-0 to 14-4-0, Exterior(2N) 14-4-0 to 22-8-0 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) 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 consultqualified building designer as per ANSI/TPI 1.4)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 20=106, 22=111, 23=131, 17=105, 16=100, 15=108, 14=135. 10)Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B01 1 13621311Common Supported Gable Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:GA2MYpsOlCcz6l_1bmTmwoyMsEQ-rc61HXaP?69JUNuBMsGqjnr89CaH8GJNQnQhduyEhNs 612 5x6 2x4 3x4 4x8 5x6 3x4 5x6 3x4 5x6 4x8 3x4 2x4 5x6 15 14 13 12 20 21 11 10 9 8 1 7 62 16 19 53 1817 4 T1 T1 W1 W1B1B1B2 W2 W3 W3 W2 W5 W4 W5 W4 1-1-81-1-81-6-12 1-6-12 1-6-12 22-8-0 4-3-0 5-9-12 4-3-0 21-1-4 5-6-4 16-10-4 5-6-4 11-4-0 0-2-12 1-6-12 0-2-12 21-4-0 1-4-0 22-8-0 1-4-0 1-4-0 5-9-4 7-4-0 5-9-4 21-1-4 8-0-0 15-4-0 0-8-6 0-2-11 0-2-116-4-6Scale = 1:40.6 Plate Offsets (X, Y):[7:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL)-0.15 11-12 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.62 Vert(CT)-0.25 11-12 >929 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.03 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)9=447/0-5-8, (min. 0-1-8), 14=448/0-6-0, (min. 0-1-8) Max Horiz 14=114 (LC 15) Max Uplift 9=-348 (LC 17), 14=-348 (LC 16) Max Grav 9=972 (LC 3), 14=972 (LC 3) 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-17=-1243/468, 4-17=-1177/480, 4-18=-1177/480, 5-18=-1243/468 BOT CHORD 13-14=-360/1036, 12-13=-360/1036, 12-20=-172/770, 20-21=-172/770, 11-21=-172/770, 10-11=-299/1035, 9-10=-299/1035 WEBS 3-14=-1259/441, 5-9=-1259/441, 4-12=-178/421, 4-11=-178/421 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-4-0, Exterior(2R) 11-4-0 to 14-4-0, Interior (1) 14-4-0 to 22-6-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 14 and 348 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B02 4 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:k54JBLgMWIbEBIlyfPB0GQyMsEg-rc61HXaP?69JUNuBMsGqjnr78CUE88?NQnQhduyEhNs 612 3x4 3x4 4x8 4x8 2x4 5x6 2x4 6x8 2x4 4x8 3x4 2x4 5x6 13 12 11 10 9 8 7 6 1 5 18 15 14 42 1716 3 T1 T2 W1 W8B1B1B2 W2 W6 W7 W3W3 W4 W5 1-1-88-0-0 1-6-12 21-4-0 4-1-12 14-1-12 4-1-12 10-0-0 5-7-8 19-9-4 5-10-4 5-10-4 0-2-12 20-0-0 1-4-0 21-4-0 5-7-8 19-9-4 5-10-4 5-10-4 8-3-8 14-1-121-4-60-8-60-2-113-5-76-4-6Scale = 1:40.6 Plate Offsets (X, Y):[4:0-2-13,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL)-0.28 11-13 >854 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.65 Vert(CT)-0.32 10-11 >743 180 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.03 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1:2x4 SP 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, Except: 6-0-0 oc bracing: 7-8. JOINTS 1 Brace at Jt(s): 14 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)8=451/0-5-8, (min. 0-1-8), 13=390/0-6-0, (min. 0-1-8) Max Horiz 13=-146 (LC 17) Max Uplift 8=-348 (LC 17), 13=-295 (LC 16) Max Grav 8=902 (LC 2), 13=781 (LC 2) 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-268/211, 2-16=-371/200, 3-16=-315/214, 3-17=-316/217, 4-17=-373/202, 4-18=-161/257, 1-13=-269/224 BOT CHORD 12-13=-292/876, 11-12=-292/876, 10-11=-290/880, 9-10=-291/875, 8-9=-291/875 WEBS 2-13=-928/370, 4-8=-968/388, 5-8=-340/311, 4-10=-15/308, 2-11=-5/301, 2-14=-670/344, 4-14=-670/344 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior (1) 13-0-0 to 21-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 13 and 348 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B03 3 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:snnyDLCWTdpddSrfQQV6kPyMsFG-rc61HXaP?69JUNuBMsGqjnr6cCTf86VNQnQhduyEhNs 612 3x4 3x4 4x8 4x8 2x4 5x6 2x4 5x6 2x4 5x6 4x8 2x4 4x8 3x4 2x4 5x6 15 14 13 12 11 10 9 8 1 7 20 18 19 16 17 62 543 T1 T2 T3 T4 W1 W9B1B1B2 W2 W7 W8 W3 W3 W4 W5 W6 1-1-88-0-0 0-7-8 9-5-8 1-6-12 21-4-0 2-4-0 11-9-8 2-4-4 14-1-12 2-11-12 8-10-0 5-7-8 19-9-4 5-10-4 5-10-4 0-2-12 20-0-0 1-4-0 21-4-0 5-7-8 19-9-4 5-10-4 5-10-4 8-3-8 14-1-125-9-61-4-60-8-60-2-113-5-75-5-105-5-100-3-125-9-6Scale = 1:43.3 Plate Offsets (X, Y):[4:0-3-0,Edge], [5:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)-0.25 13-15 >950 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.62 Vert(CT)-0.29 12-13 >819 180 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.03 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. JOINTS 1 Brace at Jt(s): 16, 17 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)10=451/0-5-8, (min. 0-1-8), 15=390/0-6-0, (min. 0-1-8) Max Horiz 15=-133 (LC 17) Max Uplift 10=-365 (LC 17), 15=-285 (LC 16) Max Grav 10=902 (LC 2), 15=781 (LC 2) 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-268/212, 2-3=-457/274, 3-4=-327/231, 4-5=-376/265, 5-6=-458/286, 6-19=-120/260, 19-20=-165/260, 7-20=-254/243, 1-15=-272/227 BOT CHORD 14-15=-304/870, 13-14=-304/870, 12-13=-302/875, 11-12=-303/869, 10-11=-303/869 WEBS 2-15=-916/373, 6-10=-954/401, 7-10=-354/322, 2-13=0/302, 6-12=-9/308, 2-16=-570/289, 16-17=-569/289, 6-17=-574/290 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-10-0, Exterior(2E) 8-10-0 to 9-5-8, Interior (1) 9-5-8 to 11-9-8, Exterior(2R) 11-9-8 to 14-9-8, Interior (1) 14-9-8 to 21-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 15 and 365 lb uplift at joint 10. 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 Truss Truss Type Qty Ply B04 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:L8ZlzBsSCj4BZVq_yhSEnIyMsD7-JofPUtb1mQHA5XTNwan3F?OG1cpVtZxWeR9F9KyEhNr 612 2x4 3x4 4x8 2x4 4x8 3x4 2x4 2x4 5x6 5x6 2x4 5x6 7x10 8x10 3x4 6x8 4x8 3x4 3x4 3x4 2x4 5x6 21 20 19 18 17 16 15 14 13 12 11 27 1023222524 9867126234 5 W1 T1 T2 T3 T4 T5 W12B1B1B2 W3 W11 W3W2 W2 W5 W10 W8 W9 W4 W6 W7 W6 1-1-88-0-0 0-7-8 17-11-0 1-2-0 16-1-8 1-2-0 17-3-8 1-4-4 10-10-0 1-7-8 12-5-8 1-6-12 24-11-8 2-6-0 14-11-8 2-8-0 20-7-0 2-9-12 23-4-12 4-8-0 9-5-12 4-9-12 4-9-12 0-2-12 23-7-8 1-4-0 24-11-8 2-9-12 20-7-0 2-9-12 23-4-12 4-8-0 9-5-12 4-9-12 4-9-12 8-3-8 17-9-45-9-64-11-100-8-60-2-113-5-74-6-64-6-60-5-44-11-100-9-125-9-6Scale = 1:48.6 Plate Offsets (X, Y):[4:0-3-0,Edge], [6:0-3-0,Edge], [7:0-5-0,0-2-8], [8:0-8-0,0-2-8], [21:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL)-0.36 18-20 >779 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.91 Vert(CT)-0.59 18-20 >476 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.03 14 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 1-4, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 22, 23 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)14=523/0-5-8, (min. 0-1-8), 21=463/0-5-8, (min. 0-1-8) Max Horiz 21=-238 (LC 17) Max Uplift 14=-392 (LC 17), 21=-390 (LC 16) Max Grav 14=1047 (LC 2), 21=927 (LC 2) 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-954/410, 1-26=-842/332, 2-26=-842/332, 2-3=-842/332, 3-4=-919/391, 4-5=-880/402, 5-6=-955/413, 6-7=-912/381,7-8=-912/381, 8-9=-946/401, 9-10=-1315/505, 10-27=-994/397, 11-27=-1037/393BOT CHORD 19-20=-309/1098, 18-19=-309/1098, 17-18=-335/1158, 16-17=-282/864, 15-16=-282/864 WEBS 11-14=-984/466, 2-20=-409/259, 1-20=-463/1178, 3-20=-452/283, 11-15=-358/902, 10-17=-147/441, 10-15=-444/160, 22-23=-302/187, 22-25=-302/187, 24-25=-302/187, 9-24=-578/266, 8-24=-368/805, 7-25=-534/271 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-5-8, Exterior(2E) 12-5-8 to 14-11-8, Interior (1) 14-11-8 to 17-3-8, Exterior(2R) 17-3-8 to 20-7-0, Interior (1) 20-7-0 to 24-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 21 and 392 lb uplift at joint 14. 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 Truss Truss Type Qty Ply B05 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:i3ELLLjQS6wf0kFplddVs9yMs5a-o_DniCbfXkP1jh2aTHIIoCxNf044czVgt5voimyEhNq 612 5x6 3x4 4x8 2x4 4x8 2x4 5x6 4x8 5x6 5x6 3x4 4x8 5x6 12x14 3x4 NAILED HTU26 THJA26 16 15 14 13 12 11 10 920 8 7 5 6 1 2 3 4 W1 T1 T2 T3 T4 B1 B2 W2 W1 W2 W1 W2 W1 W3 W4 W5 W4 W6 W7 1-6-12 24-11-8 2-4-0 19-3-8 3-11-3 8-0-1 4-0-15 4-0-15 4-0-15 12-1-0 4-1-4 23-4-12 4-10-8 16-11-8 0-2-12 23-7-8 1-4-0 24-11-8 2-0-8 19-1-12 3-11-3 8-0-1 3-11-3 11-11-4 4-0-15 4-0-15 4-3-0 23-4-12 5-2-0 17-1-45-11-100-8-63-6-63-6-62-5-45-11-10Scale = 1:44.5 Plate Offsets (X, Y):[4:0-3-0,0-2-0], [6:0-5-4,0-2-0], [7:0-1-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL)0.07 11-12 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.11 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.70 Horz(CT)0.02 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 1-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-5-4 oc bracing: 11-12 7-9-2 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)9=763/0-5-8, (min. 0-1-14), 16=528/0-5-8, (min. 0-1-8) Max Horiz 16=-276 (LC 13) Max Uplift 9=-864 (LC 13), 16=-526 (LC 8) Max Grav 9=1591 (LC 2), 16=1073 (LC 2) 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1029/528, 1-2=-659/323, 2-3=-659/323, 3-4=-1285/641, 4-5=-1489/677, 5-6=-2133/1150, 6-7=-1943/1093 BOT CHORD 15-16=0/274, 14-15=-407/1082, 13-14=-407/1082, 12-13=-407/1082, 11-12=-1004/2148, 11-20=-873/1676,10-20=-873/1676WEBS1-15=-555/1133, 2-15=-253/184, 3-15=-737/377, 3-12=-300/352, 4-12=-169/369, 5-12=-1031/758, 5-11=-310/259,6-11=-231/802, 7-10=-816/1590, 7-9=-1423/843 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 526 lb uplift at joint 16 and 864 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 17-8-12 from the left end to connect truss(es) EJ06 (1 ply 2x6 SP) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.9)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 19-3-2 from the left end to connect truss(es) EJ05 (1 ply 2x4 SP), HJ03 (1 ply 2x4 SP) toback face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)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=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-20, 16-17=-20 Job Truss Truss Type Qty Ply B06 1 13621311Roof Special Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:01KYDc1oocfBbU4me043n8yMs3t-o_DniCbfXkP1jh2aTHIIoCxPf0BAc2sgt5voimyEhNq Continued on page 2 Concentrated Loads (lb) Vert: 6=-21 (B), 10=-99 (B), 20=-179 (B) Job Truss Truss Type Qty Ply B06 1 13621311Roof Special Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2 ID:01KYDc1oocfBbU4me043n8yMs3t-o_DniCbfXkP1jh2aTHIIoCxPf0BAc2sgt5voimyEhNq 612 2x4 3x4 4x8 5x6 3x4 3x4 3x4 2x4 8 7 6 5 4 3 12 11 1 9 10 2 W1 T1 T2 W6 B1 W2 W1 W3 W4 W5 4-4-0 4-4-0 2-1-8 11-11-0 5-5-8 9-9-8 2-1-8 11-11-0 4-2-4 4-2-4 5-7-4 9-9-8 3-2-26-11-10Scale = 1:35.1 Plate Offsets (X, Y):[2:0-3-0,0-2-0], [8:0-2-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL)-0.02 6-7 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6:2x4 SP No.2 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.): 1-2. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)5=233/ Mechanical, (min. 0-1-8), 8=233/0-5-8, (min. 0-1-8) Max Horiz 8=-195 (LC 17) Max Uplift 5=-122 (LC 17), 8=-223 (LC 17) Max Grav 5=465 (LC 2), 8=465 (LC 2) 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-515/437, 11-12=-257/130, 3-12=-312/123, 3-4=-275/122, 4-5=-488/206 BOT CHORD 7-8=-91/253, 6-7=-112/253 WEBS 1-7=-386/452, 2-7=-225/255, 3-6=-286/201, 4-6=-208/459 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior (1) 7-4-0 to 11-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 8 and 122 lb uplift at joint 5. 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 Truss Truss Type Qty Ply B07 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-o_DniCbfXkP1jh2aTHIIoCxTX0Fmc6vgt5voimyEhNq 612 5x6 7x10 5x6 5x6 7x10 5x621201918171615141312 1 11 2 103031 3 9 84 5 7 6 T1 T1 T2 T2 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-9-7 1-9-7 1-9-7 20-4-0 8-4-9 10-2-0 8-4-9 18-6-9 1-4-0 1-4-0 19-0-0 20-4-05-5-70-8-6 0-4-70-4-71-2-101-7-13-10-65-5-7Scale = 1:38.6 Plate Offsets (X, Y):[2:0-3-2,0-2-0], [10:0-3-2,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.00 13 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 17-8-0. (lb) -Max Horiz 21=107 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 14, 19 except 12=-109 (LC 13), 13=-124 (LC 17), 15=-107 (LC 17), 18=-107 (LC 16),20=-129 (LC 16), 21=-114 (LC 12)Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 15, 16, 18, 19, 20except 12=273 (LC 38), 21=273 (LC 37) 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-21=-182/278, 10-12=-182/279 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 10-2-0, Corner(3R) 10-2-0 to 13-2-0, Exterior(2N) 13-2-0 to 20-4-0 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 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 14 except (jt=lb) 18=107, 20=129, 21=113, 15=106, 13=124, 12=109. 10)Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C01 1 13621311Common Supported Gable Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:530QgQNS_zPl?upnsGi1SPyMtKm-JofPUtb1mQHA5XTNwan3F?OLncwwtkyWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 5x8 5x6 5x6 5x6 2x4 10 9 8 7 1 62 11 1435 12 13 4 T1 T2 W8 W1 B1 B2 W5 W6 W7 W2 W3 W41-1-81-6-12 1-6-12 3-7-13 5-2-9 4-3-4 14-5-4 4-6-12 19-0-0 4-11-7 10-2-0 0-2-12 1-6-12 1-4-0 1-4-0 8-7-4 10-2-0 8-10-0 19-0-0 0-8-6 1-4-60-2-115-9-6Scale = 1:35.6 Plate Offsets (X, Y):[8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL)-0.13 7-8 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.25 7-8 >817 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.02 7 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8:2x4 SP 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 9-8-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)7=344/0-5-8, (min. 0-1-8), 9=405/0-5-8, (min. 0-1-8) Max Horiz 9=129 (LC 13) Max Uplift 7=-260 (LC 17), 9=-314 (LC 16) Max Grav 7=687 (LC 2), 9=810 (LC 2) 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-773/386, 4-12=-713/398, 4-13=-714/405, 5-13=-766/390 BOT CHORD 8-9=-365/734, 7-8=-365/747 WEBS 4-8=-140/372, 5-7=-779/398, 3-9=-833/478 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2R) 10-2-0 to 13-2-0, Interior (1) 13-2-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 260 lb uplift at joint 7 and 314 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C02 2 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:1jfcgwcMVpp2npmRTlYUkQyMtKT-JofPUtb1mQHA5XTNwan3F?OJvcoBtffWeR9F9KyEhNr 612 2x4 5x6 5x6 4x8 5x6 5x6 4x8 2x4 NAILED THJA26 18 17 16 15 14 13 12 1110 91 2 8 7563 4 T1 T2 T3 T4 B1 B2 W5 W6 W7 W8 W9 W10 W7 W12W11W1W2 W3 W4 1-6-12 1-6-12 1-10-0 26-4-0 3-0-0 18-0-0 3-0-0 21-0-0 3-6-0 24-6-0 4-3-10 5-10-6 4-3-10 10-2-0 4-10-0 15-0-0 0-2-12 1-6-12 0-6-0 25-0-0 1-4-0 1-4-0 1-4-0 26-4-0 2-1-0 20-10-4 3-7-12 24-6-0 3-7-8 18-9-4 4-3-10 5-10-6 4-3-10 10-2-0 4-11-12 15-1-125-9-60-8-63-4-63-4-62-5-05-9-6Scale = 1:46.5 Plate Offsets (X, Y):[7:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL)0.02 16-17 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.15 Vert(CT)-0.03 16-17 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.00 13 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 168 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)10=89/0-3-8, (min. 0-1-8), 13=614/0-5-8, (min. 0-1-8), 18=372/0-5-8, (min. 0-1-8)Max Horiz 18=-115 (LC 13) Max Uplift 10=-164 (LC 13), 13=-640 (LC 13), 18=-295 (LC 35) Max Grav 10=247 (LC 30), 13=1280 (LC 2), 18=744 (LC 2) 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/276, 3-4=-555/252, 4-5=-557/252, 5-6=-326/177, 6-7=-106/403 BOT CHORD 16-17=-260/590, 15-16=-69/351, 14-15=-69/351 WEBS 5-14=-509/238, 6-14=-268/776, 6-13=-773/328, 7-13=-505/366, 2-18=-631/312, 2-17=-143/558 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)Provide adequate drainage to prevent water ponding.5)All plates are 3x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 13, 295 lb uplift at joint 18 and 164 lb uplift at joint 10. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 20-11-10 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ04 (1 ply 2x4 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 4-5=-20, 5-7=-20, 7-9=-20, 19-22=-20 Concentrated Loads (lb) Vert: 7=-8, 12=-13 Job Truss Truss Type Qty Ply C03 1 13621311Roof Special Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:l2qo4PoEJ0eBqw7yFUqG9HyMr11-JofPUtb1mQHA5XTNwan3F?OIgcwmthqWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 3x4 4x8 5x6 5x6 4x8 4x8 5x6 5x6 2x4 14 13 12 11 10 9 8 1 72 15 183 16 6517 4 T1 T2 T3 T4 W10W1B1B2 W5 W6 W7 W8 W7 W9W2 W3 W41-1-81-6-12 1-6-12 2-10-0 13-0-0 3-8-0 5-2-12 4-11-4 10-2-0 6-0-0 19-0-0 6-0-0 25-0-0 0-2-12 1-6-12 0-1-0 18-10-4 1-4-0 1-4-0 5-7-8 18-9-4 5-8-10 7-3-6 5-10-6 13-1-12 6-1-12 25-0-05-9-60-8-6 1-4-60-2-114-4-64-4-61-5-05-9-6Scale = 1:46.4 Plate Offsets (X, Y):[6:0-5-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL)-0.03 8-9 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.32 Vert(CT)-0.06 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT)0.01 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 140 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W10:2x4 SP No.2 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=44/0-3-8, (min. 0-1-8), 9=565/0-5-8, (min. 0-1-8), 13=379/0-5-8, (min. 0-1-8)Max Horiz 13=129 (LC 13) Max Uplift 8=-58 (LC 17), 9=-448 (LC 17), 13=-298 (LC 16) Max Grav 8=127 (LC 38), 9=1120 (LC 2), 13=760 (LC 2) 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-770/337, 4-16=-709/348, 4-5=-732/392, 5-17=-594/301, 6-17=-594/301, 6-18=-71/258 BOT CHORD 12-13=-293/681, 11-12=-166/497, 10-11=-166/497 WEBS 5-10=-593/347, 6-10=-376/926, 6-9=-1016/505, 7-9=-308/197, 3-13=-820/359 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2E) 10-2-0 to 13-0-0, Interior (1) 13-0-0 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior (1) 22-0-0 to 24-10-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 9, 58 lb uplift at joint 8 and 298 lb uplift at joint 13. 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 Truss Truss Type Qty Ply C04 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:dyZlkKBTCZsEXBRfHqPkgYyMtJj-JofPUtb1mQHA5XTNwan3F?OGecu7tgCWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 3x4 5x6 4x8 4x12 2x4 4x8 5x6 3x4 2x4 14 13 12 1110 9 8 1 2 15 3 16 7 61754 T1 T2 T3 T4 W9 W1 B1 B2 W6 W7 W6 W8 W2 W3 W4 W5 0-8-41-1-80-10-0 11-0-0 1-6-12 1-6-12 3-7-13 5-2-9 2-0-0 19-0-0 4-11-7 10-2-0 6-0-0 17-0-0 0-2-12 1-6-12 0-11-12 11-1-12 1-4-0 1-4-0 2-1-12 19-0-0 5-8-8 16-10-4 8-7-4 10-2-05-9-60-8-6 4-4-60-2-11 4-9-65-4-65-4-60-5-05-9-6Scale = 1:47.2 Plate Offsets (X, Y):[6:0-3-0,0-2-0], [11:0-1-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL)-0.10 12-13 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.59 Vert(CT)-0.19 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)8=344/ Mechanical, (min. 0-1-8), 13=405/0-5-8, (min. 0-1-8) Max Horiz 13=240 (LC 15) Max Uplift 8=-292 (LC 17), 13=-312 (LC 16) Max Grav 8=687 (LC 2), 13=810 (LC 2) 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=-801/379, 4-16=-745/391, 4-5=-727/400, 5-17=-357/260, 6-17=-357/260, 6-7=-396/258, 7-8=-753/394 BOT CHORD 12-13=-582/837, 11-12=-438/730, 10-11=-438/730, 9-10=-435/726 WEBS 5-9=-481/267, 7-9=-384/705, 3-13=-848/476, 4-12=-142/381 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 10-2-0, Exterior(2E) 10-2-0 to 11-0-0, Interior (1) 11-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 8 and 312 lb uplift at joint 13. 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 Truss Truss Type Qty Ply C05 1 13621311Roof Special Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:W_Kh8WReF0VGZPXi0kHg1zyMtJO-JofPUtb1mQHA5XTNwan3F?OF1cpxtdMWeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 5x6 4x8 4x8 4x8 3x4 5x6 2x4 12 11 10 9 8 7 1 2 13 3 14 6 16 4 15 5 T1 T2 T3 W8 W1 B1 B2 W5 W6 W5 W7 W2 W3 W41-1-81-6-12 1-6-12 3-8-0 15-0-0 4-2-13 5-9-9 5-6-7 11-4-0 4-0-0 19-0-0 0-2-12 1-6-12 1-4-0 1-4-0 3-4-8 14-10-4 4-1-12 19-0-0 9-11-0 11-5-12 0-8-6 4-4-60-2-116-4-6Scale = 1:36.9 Plate Offsets (X, Y):[4:0-3-0,0-2-0], [5:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)-0.18 10-11 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.76 Vert(CT)-0.37 10-11 >566 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.01 7 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 119 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-0-8 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=344/ Mechanical, (min. 0-1-8), 11=405/0-5-8, (min. 0-1-8) Max Horiz 11=249 (LC 13) Max Uplift 7=-248 (LC 17), 11=-335 (LC 16) Max Grav 7=687 (LC 2), 11=810 (LC 2) 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/0, 3-14=-719/315, 4-14=-651/334, 4-15=-601/342, 5-15=-601/342, 5-16=-459/302, 6-16=-526/295, 6-7=-702/377 BOT CHORD 10-11=-529/851, 9-10=-268/455, 8-9=-268/455 WEBS 5-10=-167/364, 5-8=-379/218, 6-8=-280/563, 3-11=-777/415, 3-10=-243/257 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 11-4-0, Exterior(2E) 11-4-0 to 18-10-4 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=1.603)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 7 and 335 lb uplift at joint 11. 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 Truss Truss Type Qty Ply C06 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:h6VrSGaYgOuiN6tp9Y_FzHyMtJD-JofPUtb1mQHA5XTNwan3F?OI4cnGtf1WeR9F9KyEhNr 612 5x6 2x4 3x4 5x6 3x4 4x8 5x6 3x4 5x6 2x4 11 10 9 8 16 17 7 6 1 2 12 3 5 13 15 14 4 T1 T2 W8 W1 B1 B2 W5 W6 W7 W2 W3 W41-1-80-7-0 13-5-8 1-6-12 1-6-12 5-2-0 6-8-12 6-1-12 12-10-8 5-6-8 19-0-0 0-2-12 1-6-12 1-4-0 1-4-0 2-0-1 19-0-0 7-8-9 16-11-15 7-8-9 9-3-5 0-8-6 4-4-60-2-11 0-8-67-1-10Scale = 1:42.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL)-0.12 7-9 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.19 7-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.01 6 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:8-5-7 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)6=344/ Mechanical, (min. 0-1-8), 10=405/0-5-8, (min. 0-1-8) Max Horiz 10=263 (LC 13) Max Uplift 6=-250 (LC 16), 10=-328 (LC 16) Max Grav 6=763 (LC 3), 10=877 (LC 3) 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-994/357, 4-13=-917/372, 4-14=-417/249, 14-15=-423/238, 5-15=-483/233, 5-6=-958/312 BOT CHORD 9-10=-486/1015, 8-9=-280/591, 8-16=-280/591, 16-17=-280/591, 7-17=-280/591 WEBS 4-9=-211/578, 4-7=-443/248, 5-7=-168/715, 3-10=-962/342, 3-9=-240/289 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-2-0, Exterior(2R) 13-2-0 to 17-4-15, Interior (1) 17-4-15 to 18-10-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 6 and 328 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C07 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:pcnmBjkicOWsR5NJQnjI?1yMtJ0-JofPUtb1mQHA5XTNwan3F?OGtcpjtaIWeR9F9KyEhNr 612 5x6 5x6 2x4 6 5 4 1 2 3 W1 T1 B1 W2 W3 1-9-0 1-9-0 1-5-15 3-2-15 0-5-0 1-9-0 1-4-0 1-4-0 1-5-15 3-2-152-3-130-8-6 2-3-13Scale = 1:26.7 Plate Offsets (X, Y):[6:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL)0.00 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.01 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-15 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=-3/ Mechanical, (min. 0-1-8), 4=-5/ Mechanical, (min. 0-1-8), 5=129/0-10-0, (min. 0-1-8)Max Horiz 5=71 (LC 16) Max Uplift 3=-45 (LC 16), 4=-22 (LC 35), 5=-55 (LC 16) Max Grav 3=11 (LC 33), 4=10 (LC 14), 5=257 (LC 2) 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 22 lb uplift at joint 4 and 55 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ01 6 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:WBuyEyWuOFSeCbmRLC5Xw1yMvGX-kNLY7udv3Lfky?CybiLntd0tfqzF45AyLOOvmfyEhNo 612 5x6 4x8 2x4 6x8 6 5 4 1 2 3 W1 T1 B1 W4 W2 W3 1-6-12 1-6-12 1-10-3 3-4-15 0-2-12 1-6-12 1-4-0 1-4-0 1-10-3 3-4-152-4-130-8-6 2-4-13Scale = 1:26.7 Plate Offsets (X, Y):[3:0-1-4,Edge], [6:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL)n/a -n/a 999 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-15 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=-4/ Mechanical, (min. 0-1-8), 4=12/ Mechanical, (min. 0-1-8), 5=122/0-5-8, (min. 0-1-8)Max Horiz 5=77 (LC 16) Max Uplift 3=-72 (LC 16), 5=-54 (LC 16) Max Grav 3=14 (LC 33), 4=24 (LC 7), 5=244 (LC 2) 28FORCES (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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(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 plategrip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections.7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 54 lb uplift at joint 5. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ02 2 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:vIVcW3HTG8gzVnXxsOL3hyyMrxp-kNLY7udv3Lfky?CybiLntd0uRq_C46LyLOOvmfyEhNo 612 5x6 2x4 2x4 6 5 4 1 2 3 W1 T1 B1 W2 1-6-12 1-6-12 1-4-3 2-10-15 0-2-12 1-6-12 1-4-0 1-4-0 1-4-3 2-10-152-1-130-8-6 2-1-13Scale = 1:26.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL)0.00 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)-0.01 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-15 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)3=-2/ Mechanical, (min. 0-1-8), 4=-4/ Mechanical, (min. 0-1-8), 5=114/0-5-8, (min. 0-1-8) Max Horiz 5=62 (LC 16) Max Uplift 3=-43 (LC 16), 4=-19 (LC 35), 5=-46 (LC 16) Max Grav 3=11 (LC 33), 4=9 (LC 14), 5=227 (LC 2) 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 19 lb uplift at joint 4 and 46 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ03 1 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0t_qzW46HyLOOvmfyEhNo 6 12 2x4 2x4 4 3 1 2 W1 T1 B1 1-6-15 1-6-152-1-131-4-62-1-13Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL)0.00 3-4 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 2 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=14/ Mechanical, (min. 0-1-8), 3=14/ Mechanical, (min. 0-1-8), 4=28/0-5-8, (min. 0-1-8) Max Horiz 4=54 (LC 13) Max Uplift 2=-49 (LC 16), 3=-14 (LC 13) Max Grav 2=41 (LC 2), 3=28 (LC 7), 4=57 (LC 2) 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 2 and 14 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ04 1 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0sfqzE46GyLOOvmfyEhNo 612 5x6 2x4 2x4 6 9 5 4 1 7 2 8 3 W1 T1 B1 W2 1-6-12 1-6-12 3-4-3 4-10-15 0-2-12 1-6-12 1-4-0 1-4-0 3-4-3 4-10-153-1-130-8-6 3-1-13Scale = 1:27.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)0.01 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.20 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)-0.04 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-15 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)3=27/ Mechanical, (min. 0-1-8), 4=27/ Mechanical, (min. 0-1-8), 5=135/0-5-8, (min. 0-1-8) Max Horiz 5=114 (LC 16) Max Uplift 3=-96 (LC 16), 4=-15 (LC 16), 5=-67 (LC 16) Max Grav 3=80 (LC 2), 4=53 (LC 7), 5=269 (LC 2) 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-252/314 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-10-3 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3, 15 lb uplift at joint 4 and 67 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ05 1 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0rfqxj45pyLOOvmfyEhNo 612 2x4 3x4 4 3 1 5 2 W1 T1 B1 3-6-15 3-6-153-1-131-4-63-1-13Scale = 1:22.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL)0.02 3-4 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.30 Vert(CT)0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.04 2 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=33/ Mechanical, (min. 0-1-8), 3=34/ Mechanical, (min. 0-1-8), 4=67/0-5-8, (min. 0-1-8) Max Horiz 4=85 (LC 13) Max Uplift 2=-99 (LC 16), 3=-12 (LC 16), 4=-16 (LC 16) Max Grav 2=95 (LC 2), 3=65 (LC 7), 4=135 (LC 2) 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 3-6-3 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 4, 99 lb uplift at joint 2 and 12 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply CJ06 1 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0nFqw946GyLOOvmfyEhNo 612 3x4 3x4 6x8 5x8 2x4 3x4 4x8 3x4 4x8 2x4 3x4 2x4 6x8 4x8 5x6 4x8 2x4 4x8 3x4 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 20 19 14 35 36 13 37 38 12 39 40 11 1 18 17 32 16 33 3415 2 3 4 24 5 25 26 6 7 27 28 8 29 30 9 31 10 T1 T2 T3 W10 B1 B5 B2 B3 B4W4 W5 W6 W5 W7 W9 W8 W10 W11 W10 W11 W1 W3W2HW1 1-6-12 1-6-12 1-8-4 5-4-0 2-1-0 3-7-12 4-2-8 22-5-4 4-2-8 18-2-12 4-3-4 9-7-4 4-5-0 14-0-4 4-4-4 26-9-8 0-2-12 1-6-12 1-4-0 1-4-0 1-8-4 5-5-12 2-2-12 3-9-8 4-1-8 9-7-4 4-2-8 22-5-4 4-4-4 18-2-12 4-4-4 26-9-8 4-3-4 13-10-8 0-8-6 3-4-60-8-03-4-6Scale = 1:47.2 Plate Offsets (X, Y):[4:0-5-4,0-2-0], [7:0-4-0,Edge], [11:Edge,0-3-8], [15:0-5-12,0-4-8], [18:0-5-8,0-2-8], [20:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL)0.18 15-16 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.18 15-16 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.39 Horz(CT)0.05 11 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 355 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 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.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19 8-11-9 oc bracing: 15-16. 10-0-0 oc bracing: 14-15REACTIONS(lb/size)11=661/0-5-8, (min. 0-1-8), 20=693/0-5-8, (min. 0-1-8) Max Horiz 20=154 (LC 11) Max Uplift 11=-1023 (LC 9), 20=-1040 (LC 12) Max Grav 11=1356 (LC 2), 20=1444 (LC 2) 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1768/1395, 3-4=-2136/1738, 4-24=-3128/2509, 5-24=-3128/2509, 5-25=-3128/2509, 25-26=-3128/2509, 6-26=-3128/2509, 6-7=-3825/3056, 7-27=-3825/3056, 27-28=-3825/3056, 8-28=-3825/3056, 8-29=-1565/1248, 29-30=-1565/1248, 9-30=-1565/1248, 9-31=-1565/1248, 10-31=-1565/1248, 10-11=-1209/945 BOT CHORD 3-18=-502/394, 17-18=-1369/1576, 17-32=-1642/1906, 16-32=-1642/1906, 16-33=-3178/3907, 33-34=-3179/3911, 15-34=-3182/3913, 14-35=-335/431, 35-36=-335/431, 13-36=-335/431, 13-37=-1984/2455, 37-38=-1984/2455, 12-38=-1984/2455 WEBS 3-17=-400/458, 4-16=-1089/1405, 5-16=-322/273, 6-16=-886/695, 13-15=-1687/2072, 8-15=-1266/1527, 8-13=-377/429, 8-12=-1092/888, 9-12=-317/355, 10-12=-1478/1884, 2-20=-1253/963, 2-18=-1174/1536 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, 2x4 - 1 row at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 11 and 1040 lb uplift at joint 20. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 5-4-6 from the left end to connect truss(es) EJ02 (1 ply 2x4 SP), HJ02 (1 ply 2x4 SP) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. Job Truss Truss Type Qty Ply D01 1 23621311Half Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:xA?Ikh_PC9DZCpwlnfqp5UyMrt1-JofPUtb1mQHA5XTNwan3F?OH2cqgtfRWeR9F9KyEhNr Continued on page 2 13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 4-10=-20, 19-21=-20, 15-18=-20, 11-14=-20 Concentrated Loads (lb) Vert: 4=-14, 7=-10, 17=-29, 16=-10, 5=-14, 24=-14, 25=-14, 26=-14, 28=-10, 29=-10, 30=-10, 31=-10, 32=-10, 33=-10, 34=-10, 35=-9, 36=-9, 37=-9, 38=-9,39=-9, 40=-57 Job Truss Truss Type Qty Ply D01 1 23621311Half Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2 ID:xA?Ikh_PC9DZCpwlnfqp5UyMrt1-JofPUtb1mQHA5XTNwan3F?OH2cqgtfRWeR9F9KyEhNr 612 6x8 4x8 3x4 4x8 2x4 3x4 4x8 3x4 6x8 2x4 2x4 4x8 3x4 4x8 5x6 5x6 17 16 15 11 10 9 1 13 1214 2 18 3 4 19 5 206 7 21 8 T1 T2 T3 W11 W1 B1 B5 B2 B3 B4 W5 W6 W7 W8 W10 W9 W11 W12 W2 W3 W4 1-6-12 1-6-12 2-1-0 3-7-12 3-8-4 7-4-0 6-3-12 20-4-0 6-8-4 14-0-4 6-5-8 26-9-8 0-2-12 1-6-12 1-4-0 1-4-0 2-2-12 3-9-8 3-8-4 7-5-12 6-5-8 26-9-8 6-4-12 13-10-8 6-5-8 20-4-0 0-8-6 4-4-60-8-04-4-6Scale = 1:47.3 Plate Offsets (X, Y):[4:0-5-4,0-2-0], [6:0-4-0,Edge], [9:Edge,0-3-8], [12:0-2-12,0-2-8], [14:0-5-8,0-2-4], [17:0-2-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL)0.11 5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.51 Vert(CT)-0.20 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-3 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)9=494/0-5-8, (min. 0-1-8), 16=566/0-5-8, (min. 0-1-8) Max Horiz 16=215 (LC 13) Max Uplift 9=-473 (LC 13), 16=-483 (LC 16) Max Grav 9=988 (LC 2), 16=1132 (LC 2) 35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1325/540, 3-18=-1290/542, 3-4=-1579/639, 4-19=-2020/881, 5-19=-2020/881, 5-20=-1976/857, 6-20=-1976/857,6-7=-1976/857, 7-21=-1328/574, 8-21=-1328/574, 8-9=-1007/483BOT CHORD 3-14=-405/210, 13-14=-721/1363, 12-13=-680/1513, 5-12=-444/302 WEBS 14-16=-412/253, 3-13=-167/293, 4-12=-397/721, 10-12=-515/1140, 7-12=-381/785, 7-10=-818/471, 8-10=-663/1508, 2-16=-1060/457, 2-14=-576/1414 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-4-0, Exterior(2R) 7-4-0 to 11-6-15, Interior (1) 11-6-15 to 26-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 9 and 483 lb uplift at joint 16. 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 Truss Truss Type Qty Ply D02 1 13621311Half Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:JlylBHHX02iNYFbJZdFvw2yMrrM-o_DniCbfXkP1jh2aTHIIoCxPL0BOc2rgt5voimyEhNq 612 6x8 4x8 3x4 4x8 2x4 5x6 4x8 3x4 6x8 2x4 2x4 5x6 4x8 5x6 5x6 16 15 14 10 9 8 1 12 1113 2 17 3 18 4 19 5 6 21 720 T1 T2 T3 W11 W1 B1 B5 B2 B3 B4 W5 W6 W7 W8 W10 W9 W11 W12 W2 W3 W4 1-6-12 1-6-12 2-1-0 3-7-12 4-8-4 14-0-4 6-2-0 20-2-4 5-8-4 9-4-0 6-7-4 26-9-8 0-2-12 1-6-12 1-4-0 1-4-0 2-2-12 3-9-8 4-4-12 13-10-8 5-8-4 9-5-12 6-5-8 26-9-8 6-5-8 20-4-0 0-8-6 5-4-60-8-05-4-6Scale = 1:47.3 Plate Offsets (X, Y):[4:0-5-4,0-2-0], [6:0-3-0,0-3-0], [8:Edge,0-3-8], [11:0-2-12,0-2-8], [13:0-5-12,0-2-4], [16:0-2-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL)0.08 5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.43 Vert(CT)-0.14 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 169 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)8=494/0-5-8, (min. 0-1-8), 15=566/0-5-8, (min. 0-1-8) Max Horiz 15=268 (LC 13) Max Uplift 8=-472 (LC 13), 15=-486 (LC 16) Max Grav 8=988 (LC 2), 15=1132 (LC 2) 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1370/572, 3-17=-1328/574, 3-18=-1508/598, 4-18=-1438/617, 4-19=-1550/673, 5-19=-1550/673, 5-20=-1541/672,6-20=-1541/672, 6-21=-1096/459, 7-21=-1096/459, 7-8=-1014/481BOT CHORD 3-13=-404/242, 12-13=-871/1533, 11-12=-675/1448, 5-11=-350/246 WEBS 13-15=-454/300, 4-11=-240/373, 9-11=-468/974, 6-11=-303/591, 6-9=-809/466, 7-9=-574/1322, 2-15=-1050/445, 2-13=-627/1494 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 9-4-0, Exterior(2R) 9-4-0 to 13-6-15, Interior (1) 13-6-15 to 26-7-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 8 and 486 lb uplift at joint 15. 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 Truss Truss Type Qty Ply D03 1 13621311Half Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:ZUtG?VnVkQrpz?4ra4H9ItyMrbD-o_DniCbfXkP1jh2aTHIIoCxNT0Cdc2rgt5voimyEhNq 612 3x4 5x6 3x4 6x8 2x4 2x4 5x8 3x4 4x8 3x4 6x8 2x4 2x4 3x4 4x8 5x6 5x6 17 16 15 11 10 23 9141312 1 2 3 18 19 4 5 6 20 21 7 22 8 T1 T2 W11 W1 B1 B5 B2 B3 B4W7W8 W10 W9 W11 W12 W2 W4 W3 W6W50-7-81-1-0 2-3-12 1-2-12 1-2-12 2-8-4 12-8-4 3-10-15 6-2-11 3-9-5 10-0-0 6-3-12 19-0-0 6-5-8 25-5-8 1-2-12 1-2-12 1-2-12 2-5-8 2-4-12 12-6-8 6-5-8 25-5-8 6-5-8 19-0-0 7-8-4 10-1-121-4-66-4-60-11-110-8-06-4-6Scale = 1:44.7 Plate Offsets (X, Y):[5:0-5-4,0-2-0], [9:Edge,0-3-8], [12:0-2-12,0-2-8], [14:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL)-0.12 13-14 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.68 Vert(CT)-0.26 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.05 9 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W1:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=502/0-5-8, (min. 0-1-8), 17=502/0-5-8, (min. 0-1-8) Max Horiz 17=318 (LC 13) Max Uplift 9=-474 (LC 13), 17=-429 (LC 16) Max Grav 9=1099 (LC 3), 17=1068 (LC 3) 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-750/254, 2-3=-1756/609, 3-18=-1981/730, 18-19=-1940/734, 4-19=-1901/742, 4-5=-1676/617, 5-6=-1527/613,6-20=-1528/616, 20-21=-1528/616, 7-21=-1528/616, 7-22=-1127/440, 8-22=-1127/440, 8-9=-1192/481, 1-17=-756/267BOT CHORD 16-17=-553/713, 14-15=-82/257, 3-14=-441/248, 13-14=-863/1850, 12-13=-679/1617, 6-12=-313/223, 10-11=-47/258 WEBS 5-13=-132/515, 10-12=-415/914, 7-12=-283/619, 7-10=-873/470, 8-10=-531/1467, 2-16=-1036/443, 14-16=-518/713, 2-14=-557/1604, 4-13=-330/253 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 10-0-0, Exterior(2R) 10-0-0 to 14-2-15, Interior (1) 14-2-15 to 25-3-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 9 and 429 lb uplift at joint 17. 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 Truss Truss Type Qty Ply D04 1 13621311Half Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:S8pmpYGemDLMEvzUHP_?nqyMrZI-o_DniCbfXkP1jh2aTHIIoCxNT08jc1vgt5voimyEhNq 612 5x6 5x6 5x6 3x4 4x8 4x8 3x4 2x4 4x8 5x6 5x6 11 10 9 8 16 7 17 6 1 12 2 13 3 14 4 15 5 T1 T2 W8 W1 B1 B2 W3 W4 W5 W6 W5 W7 W2 5-10-4 12-0-0 6-1-12 6-1-12 6-8-12 18-8-12 6-8-12 25-5-8 6-0-0 12-1-12 6-1-12 6-1-12 6-7-0 18-8-12 6-8-12 25-5-81-4-67-4-67-4-6Scale = 1:44.8 Plate Offsets (X, Y):[3:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL)-0.07 7-8 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.13 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.03 6 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 167 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8:2x6 SP No.2, W1:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-2 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)6=502/0-5-8, (min. 0-1-8), 11=502/0-5-8, (min. 0-1-8) Max Horiz 11=371 (LC 13) Max Uplift 6=-470 (LC 13), 11=-430 (LC 16) Max Grav 6=1132 (LC 3), 11=1089 (LC 3) 38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1773/572, 2-12=-1706/584, 2-13=-1461/508, 3-13=-1389/527, 3-14=-1054/437, 4-14=-1054/437, 4-15=-1054/437,5-15=-1054/437, 5-6=-1224/482, 1-11=-1198/443BOT CHORD 10-11=-558/495, 9-10=-778/1712, 8-9=-778/1712, 8-16=-589/1363, 7-16=-589/1363 WEBS 2-8=-436/270, 3-8=-117/503, 3-7=-403/207, 4-7=-493/337, 5-7=-496/1423, 1-10=-391/1390 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 12-0-0, Exterior(2R) 12-0-0 to 16-2-15, Interior (1) 16-2-15 to 25-2-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 6 and 430 lb uplift at joint 11. 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 Truss Truss Type Qty Ply D05 1 13621311Half Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:jmY9gJpxdYTBaam4nIH0zpyMrXI-o_DniCbfXkP1jh2aTHIIoCxNJ0Avc?Ugt5voimyEhNq 612 5x6 5x6 5x6 3x4 4x8 5x6 4x8 3x4 5x8 5x6 3x4 2x4 17 18 12 11 10 9 8 7 1 13 2 14 63154165 T1 T2 T3 W1 W8 B1 B2 W3 W4 W5 W6 W6 W5W7 W2 0-6-05-4-0 19-4-0 5-4-0 24-8-0 6-10-4 14-0-0 7-1-12 7-1-12 0-9-8 25-5-8 0-11-4 25-5-8 7-0-0 14-1-12 7-1-12 7-1-12 10-4-8 24-6-41-4-67-11-108-4-6Scale = 1:51.2 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-3-0,0-2-0], [8:0-1-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL)-0.32 8-9 >906 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.86 Vert(CT)-0.50 8-9 >582 180 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.02 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-8 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-8 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=-305/0-5-8, (min. 0-1-8), 8=834/0-5-8, (min. 0-1-8), 12=477/0-5-8, (min. 0-1-8)Max Horiz 12=332 (LC 16) Max Uplift 7=-753 (LC 24), 8=-422 (LC 16), 12=-383 (LC 16) Max Grav 7=-9 (LC 13), 8=1890 (LC 3), 12=1029 (LC 3) 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1609/496, 2-13=-1540/511, 2-14=-1137/368, 3-14=-1049/391, 3-15=-962/415, 4-15=-962/415, 1-12=-1072/401 BOT CHORD 11-12=-424/324, 10-11=-716/1454, 9-10=-716/1454, 9-17=-260/594, 17-18=-260/594, 8-18=-260/594 WEBS 2-9=-598/372, 4-9=-268/672, 4-8=-1126/489, 5-8=-286/186, 1-11=-296/1174 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior (1) 18-2-15 to 24-8-0, Exterior(2E) 24-8-0 to 25-3-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 12, 422 lb uplift at joint 8 and 753 lb uplift at joint 7. 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 Truss Truss Type Qty Ply D06 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:dKAeT3kkevzscmGby6dmnryMrTW-o_DniCbfXkP1jh2aTHIIoCxPq05vc4Vgt5voimyEhNq 612 5x6 5x6 5x6 3x4 4x8 4x8 4x8 3x4 4x8 5x6 5x6 5x6 12 11 10 9 20 8 21 7 1 13 2 63 14 19 18 4 15 16 17 5 T2 T1 T3 T4 W1 W8 B1 B2 W3 W4 W5 W6 W5 W7 W2 6-8-0 22-8-0 7-10-4 16-0-0 8-1-12 8-1-12 5-8-0 28-4-0 5-9-12 28-4-0 6-4-8 22-6-4 8-0-0 16-1-12 8-1-12 8-1-121-4-66-6-69-4-6Scale = 1:49.2 Plate Offsets (X, Y):[1:Edge,0-2-4], [3:0-4-0,Edge], [4:0-5-4,0-2-0], [5:0-3-0,0-2-0], [7:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL)-0.10 11-12 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.21 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.03 7 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-7-8 oc bracing. WEBS 1 Row at midpt 2-9, 4-8, 5-8, 6-7 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=561/0-5-8, (min. 0-1-8), 12=561/0-5-8, (min. 0-1-8) Max Horiz 12=375 (LC 13) Max Uplift 7=-398 (LC 17), 12=-463 (LC 16) Max Grav 7=1258 (LC 3), 12=1213 (LC 3) 40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-2031/623, 2-13=-1952/642, 2-3=-1439/498, 3-14=-1359/509, 4-14=-1341/525, 4-15=-856/435, 15-16=-856/435,16-17=-856/435, 5-17=-856/435, 5-18=-927/424, 18-19=-934/414, 6-19=-994/406, 1-12=-1310/483, 6-7=-1382/495BOT CHORD 11-12=-529/528, 10-11=-793/1909, 9-10=-793/1909, 9-20=-524/1293, 8-20=-524/1293 WEBS 2-9=-745/425, 4-9=-186/696, 4-8=-709/308, 6-8=-389/1158, 1-11=-369/1488 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-0-0, Exterior(2R) 16-0-0 to 20-2-15, Interior (1) 20-2-15 to 22-8-0, Exterior(2R) 22-8-0 to 26-10-15, Interior (1) 26-10-15 to 28-2-4 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 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 12 and 398 lb uplift at joint 7. 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 Truss Truss Type Qty Ply D07 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:lqSYCWvuaub0gml5DLMpobyMrTJ-o_DniCbfXkP1jh2aTHIIoCxLm08Qc4Vgt5voimyEhNq 612 3x4 5x6 5x6 4x8 3x4 3x4 4x8 5x6 4x8 4x8 3x4 4x8 5x6 13 12 11 19 10 9 20 8 18 1 14 2 3 7 4 15 17 5 16 6 T2 T1 T3 T4 W1 W9 B1 B2 W3 W4 W5 W6 W7 W6 W8 W2 2-8-0 20-8-0 5-10-13 12-1-3 5-10-13 18-0-0 6-2-5 6-2-5 7-8-0 28-4-0 2-4-8 20-6-4 7-9-12 28-4-0 9-0-0 18-1-12 9-1-12 9-1-121-4-66-6-610-4-6Scale = 1:49.5 Plate Offsets (X, Y):[3:0-4-0,Edge], [5:0-3-0,0-2-0], [6:0-5-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL)-0.23 10-12 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.70 Vert(CT)-0.37 10-12 >897 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.04 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 205 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* B2:2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2, W9:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 1 Row at midpt 4-10, 6-9, 2-13 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=559/0-5-8, (min. 0-1-8), 13=559/0-5-8, (min. 0-1-8) Max Horiz 13=393 (LC 13) Max Uplift 8=-403 (LC 16), 13=-454 (LC 16) Max Grav 8=1259 (LC 3), 13=1223 (LC 3) 41FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-345/145, 2-14=-278/157, 2-3=-1937/627, 3-4=-1816/647, 4-15=-1223/480, 5-15=-1148/500, 5-16=-1049/493,6-16=-1049/493, 6-17=-1007/445, 7-17=-1093/429, 1-13=-307/180, 7-8=-1333/503BOT CHORD 12-13=-803/1879, 12-18=-656/1587, 11-18=-656/1587, 11-19=-656/1587, 10-19=-656/1587, 9-10=-391/950 WEBS 4-12=-147/539, 4-10=-773/434, 5-10=-110/297, 6-10=-264/577, 6-9=-517/262, 7-9=-351/1067, 2-13=-1802/522 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 18-0-0, Exterior(2E) 18-0-0 to 20-8-0, Exterior(2R) 20-8-0 to 24-10-15, Interior (1) 24-10-15 to 28-1-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 13 and 403 lb uplift at joint 8. 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 Truss Truss Type Qty Ply D08 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:hU5kB07p5k?JShilqqCG4byMrT0-o_DniCbfXkP1jh2aTHIIoCxMX08Qc2dgt5voimyEhNq 612 3x4 5x6 5x6 4x8 3x4 4x8 3x4 5x6 4x8 3x4 6x8 2x4 12 11 10 18 9 19 20 8 17 1 13 2 3 7 4 616 1514 5 T2 T1 T3 W1 W8 B1 B2 W6 W5W5W4 W3W2 W7 6-4-3 12-11-13 6-4-3 25-8-3 6-4-3 19-4-0 6-7-11 6-7-11 2-7-13 28-4-0 9-0-0 28-4-0 9-6-4 19-4-0 9-9-12 9-9-121-4-66-6-611-0-6Scale = 1:52 Plate Offsets (X, Y):[3:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL)-0.22 8-9 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.75 Vert(CT)-0.37 11-12 >905 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.04 8 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* W1,W8:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 4-9, 2-12, 6-8 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)8=561/0-5-8, (min. 0-1-8), 12=561/0-5-8, (min. 0-1-8) Max Horiz 12=403 (LC 13) Max Uplift 8=-409 (LC 16), 12=-450 (LC 16) Max Grav 8=1278 (LC 3), 12=1234 (LC 3) 42FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-390/158, 2-13=-323/171, 2-3=-1926/619, 3-4=-1796/641, 4-14=-1155/490, 5-14=-1078/502, 5-15=-1076/481,15-16=-1140/470, 6-16=-1151/457, 1-12=-337/194BOT CHORD 11-12=-823/1891, 11-17=-642/1543, 10-17=-642/1543, 10-18=-642/1543, 9-18=-642/1543, 9-19=-293/567,19-20=-293/567, 8-20=-293/567 WEBS 5-9=-193/577, 6-9=-173/695, 4-9=-821/470, 4-11=-172/593, 2-11=-195/281, 2-12=-1764/520, 6-8=-1475/614 NOTES 1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 19-4-0, Exterior(2R) 19-4-0 to 22-4-0, Interior (1) 22-4-0 to 28-2-4 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 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 12 and 409 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D09 1 13621311Common Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:aLSyId?z8s355lDa2yU9_nyMrRu-o_DniCbfXkP1jh2aTHIIoCxRh07dc40gt5voimyEhNq 612 5x8 5x6 6x8 3x4 7x10 3x4 4x8 5x6 5x6 6x8 5x6 5x6 7x10 5x6 3x4 8x10 6x8 5x6 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 18 19 17 20 1621 22 15 23 14 24 25 26 13 27 1228 29 1130 31 10 1 2 3 4 9 5 86 7 T2 T1 T3 W1 W13 B2 B3B1 W12 W2 W11 W10 W9W10 W3 W4 W5 W6 W7 W8 W9 2-9-14 14-6-15 3-9-14 7-11-4 3-9-14 11-9-1 4-1-6 4-1-6 4-9-1 19-4-0 4-9-2 24-1-2 4-2-14 28-4-0 0-2-12 0-2-12 2-9-14 14-6-15 3-9-14 11-9-1 3-9-14 7-11-4 3-10-10 4-1-6 4-2-14 28-4-0 4-9-1 19-4-0 4-9-2 24-1-21-4-66-6-611-0-6Scale = 1:55.8 Plate Offsets (X, Y):[4:0-4-0,Edge], [10:0-4-8,0-2-8], [11:0-3-8,0-4-0], [13:0-5-0,0-4-12], [14:0-3-8,0-3-12], [16:0-5-0,0-4-8], [17:0-3-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)-0.17 15-16 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.97 Vert(CT)-0.30 15-16 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.80 Horz(CT)0.06 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 773 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W12,W2:2x4 SP No.2, W1,W13:2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=4256/0-5-8, (min. 0-3-13), 18=4145/0-5-8, (min. 0-1-8) Max Horiz 18=368 (LC 12) Max Uplift 10=-3381 (LC 12), 18=-3300 (LC 12) Max Grav 10=9773 (LC 3), 18=9432 (LC 3) 43FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12579/4376, 2-3=-12920/4516, 3-4=-11276/3957, 4-5=-11223/3969, 5-6=-9723/3463, 6-7=-6663/2406,7-8=-6647/2429, 8-9=-4958/1744, 1-18=-8631/3036, 9-10=-9049/3159BOT CHORD 18-19=-691/888, 17-19=-691/888, 17-20=-4220/11186, 16-20=-4220/11186, 16-21=-4266/11571, 21-22=-4266/11571,15-22=-4266/11571, 15-23=-3656/10038, 14-23=-3656/10038, 14-24=-3135/8689, 24-25=-3135/8689, 25-26=-3135/8689, 13-26=-3135/8689, 13-27=-1521/4384, 12-27=-1521/4384, 12-28=-1521/4384, 28-29=-1521/4384, 11-29=-1521/4384 WEBS 9-11=-2774/7996, 1-17=-3664/10692, 7-13=-1997/5649, 8-13=-1106/3088, 8-11=-3595/1344, 6-13=-5567/2127, 2-17=-741/238, 2-16=-117/684, 3-16=-845/2493, 3-15=-2513/995, 5-15=-1380/3852, 5-14=-3548/1370, 6-14=-2125/5989 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web 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 todistribute only loads noted as (F) or (B), unless otherwise indicated.3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.8)Bearing at joint(s) 18 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 3381 lb uplift at joint 10 and 3300 lb uplift at joint 18. 10)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 26-4-12 to connect truss(es) A07 (1 ply 2x4 SP), A06 (1 ply 2x4 SP), A05 (1 ply 2x4 SP), A04 (1 ply 2x4 SP), A03 (1 ply 2x6 SP), A03X (1 ply 2x6 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply D10 1 33621311Common Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:6QQ?f5B?Nm4q0CRf_Jnve9yMrRe-JofPUtb1mQHA5XTNwan3F?OHvcjutZyWeR9F9KyEhNr Continued on page 2 Vert: 1-7=-20, 7-9=-20, 10-18=-20 Concentrated Loads (lb) Vert: 17=-565 (F), 14=-560 (F), 19=-560 (F), 20=-560 (F), 21=-560 (F), 22=-560 (F), 23=-560 (F), 24=-560 (F), 26=-560 (F), 27=-560 (F), 29=-560 (F), 30=-560(F), 31=-560 (F) Job Truss Truss Type Qty Ply D10 1 33621311Common Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2 ID:6QQ?f5B?Nm4q0CRf_Jnve9yMrRe-JofPUtb1mQHA5XTNwan3F?OHvcjutZyWeR9F9KyEhNr 612 5x6 4x12 3x4 5x6 2x4 2x4 2x4 2x4 2x4 5x6 3x4 4x12 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 24 23 44 45 2246 4721 4820 49 50 51 19 52 53 18 54 1755 5616 57 58 15 14 131 122 1142433313243353463536377838939404110 T1 T2 T4T3 T1 B1 B1B2 W3 W4 W3 W4 W3 W4 W3 W4 W3 W4 W3 W4 W3 W1W2W1W2 1-9-0 1-9-0 1-9-0 43-0-0 3-7-0 5-4-0 3-7-0 41-3-0 5-4-1 16-1-15 5-4-1 21-6-0 5-4-1 26-10-1 5-4-1 32-2-3 5-5-13 37-8-0 5-5-13 10-9-13 0-5-0 1-9-0 0-5-0 41-8-0 1-4-0 43-0-0 1-4-0 1-4-0 3-8-12 41-3-0 3-8-12 5-5-12 5-4-1 16-1-15 5-4-1 21-6-0 5-4-1 37-6-4 5-4-1 10-9-13 5-4-1 26-10-1 5-4-1 32-2-3 0-8-63-4-6Scale = 1:69.8 Plate Offsets (X, Y):[3:0-3-0,0-2-0], [5:0-4-0,Edge], [8:0-4-0,Edge], [11:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL)0.62 19 >766 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.54 19 >886 180 TCDL 10.0 Rep Stress Incr NO WB 0.46 Horz(CT)-0.10 14 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 515 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-11-8 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing.REACTIONS (lb/size)14=1007/0-3-8, (min. 0-1-8), 24=1007/0-3-8, (min. 0-1-8) Max Horiz 24=60 (LC 35) Max Uplift 14=-1853 (LC 8), 24=-1856 (LC 9) Max Grav 14=2097 (LC 2), 24=2099 (LC 2) 45FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2497/2414, 3-31=-2226/2222, 31-32=-2226/2222, 4-32=-2226/2222, 4-33=-5936/5845, 5-33=-5936/5845,5-34=-5936/5845, 6-34=-5936/5845, 6-35=-5936/5845, 35-36=-5936/5845, 36-37=-5936/5845, 7-37=-5936/5845,7-8=-5925/5825, 8-38=-5925/5825, 9-38=-5925/5825, 9-39=-5925/5825, 39-40=-5925/5825, 40-41=-5925/5825,10-41=-5925/5825, 10-42=-2224/2217, 42-43=-2224/2217, 11-43=-2224/2217, 11-12=-2495/2409 BOT CHORD 23-44=-4488/4594, 44-45=-4488/4594, 22-45=-4488/4594, 22-46=-4488/4594, 46-47=-4488/4594, 21-47=-4488/4594, 21-48=-4488/4594, 20-48=-4488/4594, 20-49=-6315/6455, 49-50=-6315/6455, 50-51=-6315/6455, 19-51=-6315/6455, 19-52=-6315/6455, 52-53=-6315/6455, 18-53=-6315/6455, 18-54=-4450/4589, 17-54=-4450/4589, 17-55=-4450/4589, 55-56=-4450/4589, 16-56=-4450/4589, 16-57=-4450/4589, 57-58=-4450/4589, 15-58=-4450/4589 WEBS 3-23=-823/831, 4-23=-2723/2665, 4-22=-127/276, 4-20=-1523/1544, 6-20=-370/388, 7-20=-601/604, 7-19=-139/293, 7-18=-613/626, 9-18=-363/368, 10-18=-1511/1538, 10-16=-127/278, 10-15=-2720/2659, 11-15=-822/830, 12-14=-1897/1693, 12-15=-2085/2193, 2-24=-1898/1697, 2-23=-2088/2196 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.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 4x8 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 1853 lb uplift at joint 14 and 1856 lb uplift at joint 24. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply E01 1 23621311Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:Ew401pF80_8_1zx9PWhquuyMvFa-o_DniCbfXkP1jh2aTHIIoCxOF09zc5agt5voimyEhNq Continued on page 2 12)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 5-4-6 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ01 (1 ply 2x4 SP) toback face of bottom chord. 13)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 37-7-10 from the left end to connect truss(es) EJ01 (1 ply 2x4 SP), HJ01 (1 ply 2x4 SP) to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-3=-20, 3-11=-20, 11-13=-20, 25-28=-20 Concentrated Loads (lb) Vert: 3=-8, 5=-8, 11=-8, 23=-13, 19=-8, 7=-8, 8=-8, 15=-13, 31=-8, 32=-8, 33=-8, 34=-8, 35=-8, 36=-8, 37=-8, 38=-8, 39=-8, 40=-8, 41=-8, 42=-8, 43=-8, 44=-8, 45=-8, 46=-8, 47=-8, 48=-8, 49=-8, 50=-8, 51=-8, 52=-8, 53=-8, 54=-8, 55=-8, 56=-8, 57=-8, 58=-8 Job Truss Truss Type Qty Ply E01 1 23621311Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 2 ID:Ew401pF80_8_1zx9PWhquuyMvFa-o_DniCbfXkP1jh2aTHIIoCxOF09zc5agt5voimyEhNq 612 4x12 6x8 5x8 6x8 2x4 5x8 5x8 6x8 4x12 333219 18 341716 15 141335 12 36 1137 101312692 3027 4 5 6 7 2928 83 T1 T2 T3 T1 B1 B1B2 W3 W3 W1W2W1W2 W5W4 W6 W5 W6 W5 W4 HW1 HW1 1-9-01-9-0 1-9-043-0-05-7-07-4-0 5-7-041-3-07-0-228-6-27-0-221-6-07-1-1414-5-14 7-1-1435-8-0 0-5-0 1-9-0 0-5-0 41-8-0 1-4-0 43-0-0 1-4-0 1-4-0 5-5-4 41-3-0 5-5-4 7-2-4 7-0-2 28-6-2 7-0-2 21-6-0 7-3-10 35-9-12 7-3-10 14-5-14 0-8-64-4-6Scale = 1:69.8 Plate Offsets (X, Y):[3:0-3-0,0-2-7], [5:0-4-0,Edge], [8:0-3-0,0-2-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL)0.51 14-15 >937 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.68 Vert(CT)-0.48 15 >994 180 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)-0.11 11 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 283 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except 2-0-0 oc purlins (3-6-1 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 3-1-2 oc bracing. WEBS 1 Row at midpt 9-12, 2-18, 4-18, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=860/0-3-8, (min. 0-2-0), 19=860/0-3-8, (min. 0-2-0) Max Horiz 19=-81 (LC 17) Max Uplift 11=-1143 (LC 12), 19=-1143 (LC 13) Max Grav 11=1720 (LC 2), 19=1720 (LC 2) 47FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-2217/2927, 3-27=-2137/2939, 3-28=-1914/2678, 4-28=-1917/2677, 4-5=-3533/4754, 5-6=-3533/4754,6-7=-4018/5341, 7-29=-1916/2677, 8-29=-1914/2677, 8-30=-2136/2938, 9-30=-2217/2927 BOT CHORD 18-34=-4581/3533, 17-34=-4581/3533, 16-17=-4581/3533, 15-16=-5176/4018, 14-15=-4589/3533, 13-14=-4589/3533, 13-35=-4589/3533, 12-35=-4589/3533 WEBS 3-18=-1109/664, 8-12=-1108/664, 9-11=-1582/1930, 9-12=-2375/1790, 2-19=-1583/1930, 2-18=-2375/1791, 4-16=-860/494, 4-18=-1887/2369, 6-16=-580/747, 7-15=-747/580, 7-14=-522/288, 7-12=-1888/2369 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-0-0 to 4-3-10, Interior (1) 4-3-10 to 7-4-0, Exterior(2R) 7-4-0 to 13-5-0, Interior (1) 13-5-0 to 35-8-0, Exterior(2R) 35-8-0 to 41-9-0, Interior (1) 41-9-0 to 43-0-0zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 5x6 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 11 and 1143 lb uplift at joint 19. 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 Truss Truss Type Qty Ply E02 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:?QSl1?8?ZJM1Kf4ZtbPobOyMv8_-GBnAvYcHI1XtLrdm1?pYKQTYMQUyLSHp6kfMEDyEhNp 612 5x6 2x4 7x10 6x8 4x8 5x6 4x8 2x4 4x8 6x8 5x6 5x6 4x8 5x6 5x6 5x6 4x8 6x8 7x10 2x4 5x621323320191817161514343513 121 112 31282930103 5 6 7 8 94 T1 T2 T3 T1 B1 B1B2 W4 W5 W4 W3 W2 W1W1 W2 W3 W5 W6 W7 W6 W7 W6 1-9-01-9-0 1-9-043-0-02-11-134-8-13 2-11-1341-3-04-7-338-3-34-7-39-4-0 6-1-021-6-0 6-1-027-7-0 6-1-033-8-06-1-015-5-0 0-5-0 1-9-0 0-5-0 41-8-0 1-4-0 43-0-0 1-4-0 1-4-0 6-1-0 21-6-0 6-1-0 27-7-0 6-2-12 15-5-0 6-2-12 33-9-12 7-5-4 41-3-0 7-5-4 9-2-4 0-8-65-4-6Scale = 1:69.9 Plate Offsets (X, Y):[4:0-3-0,0-2-7], [6:0-4-0,Edge], [9:0-3-0,0-2-7], [13:0-3-8,0-4-12], [16:0-2-4,0-2-0], [21:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)0.34 15-17 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.31 17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(CT)-0.10 13 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 294 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except 2-0-0 oc purlins (4-0-4 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. WEBS 1 Row at midpt 8-14, 5-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)13=860/0-3-8, (min. 0-2-0), 21=860/0-3-8, (min. 0-2-0) Max Horiz 21=-104 (LC 17) Max Uplift 13=-1095 (LC 12), 21=-1095 (LC 13) Max Grav 13=1720 (LC 2), 21=1720 (LC 2) 48FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-129/252, 2-28=-142/302, 28-29=-119/310, 3-29=-119/312, 3-4=-2235/3029, 4-5=-1927/2716, 5-6=-3192/4325, 6-7=-3192/4325, 7-8=-2896/3965, 8-9=-1927/2716, 9-10=-2236/3030, 10-30=-119/311, 30-31=-119/310, 11-31=-142/301, 11-12=-129/251 BOT CHORD 21-32=-2032/1585, 32-33=-2032/1585, 20-33=-2032/1585, 19-20=-3751/2896, 18-19=-3751/2896, 17-18=-3751/2896,16-17=-4120/3192, 15-16=-4120/3192, 14-15=-3759/2896, 14-34=-2024/1586, 34-35=-2024/1586, 13-35=-2024/1586WEBS4-20=-1178/683, 8-14=-1285/1592, 9-14=-1179/683, 10-14=-624/487, 10-13=-2048/2467, 3-21=-2047/2466,3-20=-624/487, 5-20=-1286/1591, 5-19=-436/236, 5-17=-522/422, 7-15=-422/521, 8-15=-730/419 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-3-10, Interior (1) 4-3-10 to 9-4-0, Exterior(2R) 9-4-0 to 15-5-0, Interior (1) 15-5-0 to 33-8-0, Exterior(2R) 33-8-0 to 39-9-0, Interior (1) 39-9-0 to 43-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.4)Provide adequate drainage to prevent water ponding. 5)All plates are 5x6 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1095 lb uplift at joint 13 and 1095 lb uplift at joint 21. 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 Truss Truss Type Qty Ply E03 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:0ag9aVnJY5VkeZUir9rh63yMv5s-GBnAvYcHI1XtLrdm1?pYKQTadQWJLUcp6kfMEDyEhNp 612 5x6 2x4 7x10 5x6 5x6 5x6 4x8 5x6 3x4 5x6 4x8 4x8 5x6 5x6 6x8 7x10 3x4 3017282916 15 14 32 131233 34 11 3536 10 31 1 92 21 22 273268 7423524625 T1 T2 T3 T4 W9B1B3B2 W4 W4 W7 W8 W1 W2 W3 W6W5 W5 W6 W5 1-9-0 1-9-0 3-9-14 5-6-14 4-8-4 36-8-4 4-11-12 41-8-0 5-5-2 11-0-0 6-11-7 32-0-0 6-11-7 17-11-7 7-1-3 25-0-9 0-5-0 1-9-0 1-4-0 1-4-0 7-1-3 32-1-12 7-1-3 17-11-7 7-1-3 25-0-9 9-1-4 10-10-4 9-6-4 41-8-0 0-8-6 1-4-66-2-6Scale = 1:69.6 Plate Offsets (X, Y):[4:0-3-12,0-2-12], [6:0-3-0,0-3-0], [7:0-3-12,0-2-12], [10:Edge,0-4-12], [12:0-3-7,0-2-0], [17:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL)0.34 13-14 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.34 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.09 10 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 269 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T3:2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W9:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 3-9-7 oc bracing. WEBS 1 Row at midpt 8-10, 3-17, 4-14, 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=794/0-3-8, (min. 0-2-1), 17=867/0-3-8, (min. 0-2-4) Max Horiz 17=129 (LC 15) Max Uplift 10=-1027 (LC 12), 17=-1061 (LC 13) Max Grav 10=1737 (LC 3), 17=1897 (LC 3) 49FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-216/401, 2-21=-242/444, 21-22=-214/456, 3-22=-206/457, 3-4=-2672/3069, 4-23=-3186/3687, 5-23=-3186/3687,5-24=-3191/3711, 6-24=-3191/3711, 6-25=-3187/3708, 7-25=-3187/3708, 7-8=-2734/3185, 8-26=-247/480,26-27=-249/478, 9-27=-343/471, 9-10=-280/301 BOT CHORD 1-17=-334/192, 17-28=-2299/2069, 28-29=-2299/2069, 16-29=-2299/2069, 16-30=-2608/2306, 15-30=-2608/2306, 15-31=-2608/2306, 14-31=-2608/2306, 14-32=-3488/3141, 13-32=-3488/3141, 12-13=-2697/2360, 12-33=-2697/2360, 33-34=-2697/2360, 11-34=-2697/2360, 11-35=-2510/2277, 35-36=-2510/2277, 10-36=-2510/2277 WEBS 4-16=-419/220, 7-11=-540/287, 8-11=-247/283, 8-10=-2508/2632, 3-17=-2434/2441, 3-16=-409/411, 5-14=-501/357, 4-14=-1182/1090, 6-13=-482/327, 7-13=-1089/1020 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-0-0 to 4-2-0, Interior (1) 4-2-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-10-11, Interior (1) 16-10-11 to 32-0-0, Exterior(2R) 32-0-0 to 37-10-11, Interior (1) 37-10-11 to41-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 5x6 MT20 unless otherwise indicated. 6)The Fabrication Tolerance at joint 4 = 8%, joint 7 = 8% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1027 lb uplift at joint 10 and 1061 lb uplift at joint 17. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E04 1 13621311Hip Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:jTvQRyO63BYnOQVhHc2791yMrQ5-GBnAvYcHI1XtLrdm1?pYKQTX6QWhLTrp6kfMEDyEhNp 612 5x6 2x4 2x4 9 6 5 4 1 7 2 8 3 W1 T1 B1 W2 1-9-0 1-9-0 3-7-0 5-4-0 0-5-0 1-9-0 1-4-0 1-4-0 3-7-0 5-4-03-4-60-8-6 3-4-6Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL)0.01 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.22 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)-0.05 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 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)3=28/ Mechanical, (min. 0-1-8), 4=28/ Mechanical, (min. 0-1-8), 5=149/0-10-0, (min. 0-1-8) Max Horiz 5=125 (LC 16) Max Uplift 3=-103 (LC 16), 4=-16 (LC 16), 5=-75 (LC 16) Max Grav 3=84 (LC 2), 4=56 (LC 7), 5=298 (LC 2) 50FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-273/334 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0.3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3, 16 lb uplift at joint 4 and 75 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ01 19 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:6tkFAlhg5YDfulr798LpU_yMvGJ-kNLY7udv3Lfky?CybiLntd0q8qxO45iyLOOvmfyEhNo 612 5x6 2x4 2x4 2x4 2x4 3x4 9 12 8 7 1 6 5 10 2 11 3 4 W1 T1 B1 B2 B3W21-1-81-9-8 1-6-12 1-6-12 1-8-4 5-4-0 2-1-0 3-7-12 0-2-12 1-6-12 1-4-0 1-4-0 1-6-8 5-4-0 2-2-12 3-9-83-4-60-8-6 0-2-11 0-11-30-8-0 3-4-6Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL)0.02 7 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.24 Vert(CT)-0.02 7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)-0.02 4 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 6-7. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)4=34/ Mechanical, (min. 0-1-8), 5=30/ Mechanical, (min. 0-1-8), 8=142/0-5-8, (min. 0-1-8) Max Horiz 8=125 (LC 16) Max Uplift 4=-78 (LC 16), 5=-44 (LC 16), 8=-71 (LC 16) Max Grav 4=81 (LC 2), 5=51 (LC 7), 8=283 (LC 2) 51FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4, 44 lb uplift at joint 5 and 71 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ02 5 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:zG0_xRHXje7CyXNuDKKWYSyMrwW-o_DniCbfXkP1jh2aTHIIoCxWh0FccBggt5voimyEhNq 612 5x6 4x8 2x4 6x8 6 9 5 4 1 7 2 8 3 W1 T1 B1 W4 W2 W3 1-6-12 1-6-12 3-9-4 5-4-0 0-2-12 1-6-12 1-4-0 1-4-0 3-9-4 5-4-03-4-60-8-6 3-4-6Scale = 1:29.8 Plate Offsets (X, Y):[3:0-1-4,Edge], [6:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)0.00 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.10 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)3=30/ Mechanical, (min. 0-1-8), 4=29/ Mechanical, (min. 0-1-8), 5=147/0-5-8, (min. 0-1-8)Max Horiz 5=127 (LC 16) Max Uplift 3=-129 (LC 16), 5=-75 (LC 16) Max Grav 3=90 (LC 2), 4=58 (LC 7), 5=295 (LC 2) 52FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-310/372 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 5-4-0 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 3)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 75 lb uplift at joint 5. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ03 5 13621311Jack-Partial Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:hYGvtwR7Mq5jr888ImXovUyMrv1-o_DniCbfXkP1jh2aTHIIoCxV80HncB3gt5voimyEhNq 612 2x4 3x4 3x4 3x4 6 5 4 1 2 7 3 W1 T1 B1 W2 W3 2-0-0 2-0-0 2-0-0 4-0-0 0-4-12 4-0-0 3-7-4 3-7-43-4-61-4-63-4-6Scale = 1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL)-0.01 5-6 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.19 Vert(CT)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 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)4=77/ Mechanical, (min. 0-1-8), 6=76/0-5-8, (min. 0-1-8) Max Horiz 6=95 (LC 13) Max Uplift 4=-97 (LC 13), 6=-7 (LC 12) Max Grav 4=155 (LC 2), 6=152 (LC 2) 53FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-227/352 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections.6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 7 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ04 1 13621311Jack-Partial Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:DulNoCqqazF1JC9UjCdYlSyMruW-o_DniCbfXkP1jh2aTHIIoCxTj0GOcBCgt5voimyEhNq 6 12 2x4 5x6 4 3 1 5 2 W1 T1 B1 4-4-0 4-4-03-6-61-4-63-6-6Scale = 1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL)0.04 3-4 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.41 Vert(CT)-0.03 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.07 2 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MR BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 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)2=41/ Mechanical, (min. 0-1-8), 3=42/ Mechanical, (min. 0-1-8), 4=83/0-5-8, (min. 0-1-8) Max Horiz 4=97 (LC 13) Max Uplift 2=-118 (LC 16), 3=-13 (LC 16), 4=-24 (LC 16) Max Grav 2=116 (LC 2), 3=79 (LC 7), 4=165 (LC 2) 54FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-3-4 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4, 118 lb uplift at joint 2 and 13 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ05 1 13621311Jack-Open Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0lyquR46GyLOOvmfyEhNo 612 2x4 3x4 5x6 2x4 HTU26 4 5 3 1 2 W1 T1 W3 B1 W2 4-4-0 4-4-03-6-61-4-63-6-6Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL)-0.02 3-4 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.04 3-4 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 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)3=199/ Mechanical, (min. 0-1-8), 4=175/0-5-8, (min. 0-1-8) Max Horiz 4=105 (LC 12) Max Uplift 3=-201 (LC 12), 4=-79 (LC 12) Max Grav 3=409 (LC 2), 4=359 (LC 2) 55FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 4 and 201 lb uplift at joint 3. 7)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-4-12 from the left end to connect truss(es) B07 (1 ply 2x4 SP) to front face of bottom chord.8)Fill all nail holes where hanger is in contact with lumber. 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=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-2=-20, 3-4=-20 Concentrated Loads (lb) Vert: 5=-213 (F) Job Truss Truss Type Qty Ply EJ06 1 13621311Jack-Closed Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-o_DniCbfXkP1jh2aTHIIoCxTj0A5cCGgt5voimyEhNq 612 2x4 3x4 6x8 5x6 6x8 2x4 HTU26 HTU26 HTU26 6 7 8 5 9 4 1 2 3 W1 T1 W5 B1 W2 W3 W4 3-1-4 3-1-4 3-1-4 6-2-8 3-1-4 3-1-4 3-1-4 6-2-84-5-101-4-64-5-10Scale = 1:32.6 Plate Offsets (X, Y):[5:0-3-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL)-0.01 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.53 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-8 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)4=517/ Mechanical, (min. 0-1-8), 6=694/0-5-8, (min. 0-2-4) Max Horiz 6=154 (LC 12) Max Uplift 4=-496 (LC 12), 6=-534 (LC 12) Max Grav 4=1059 (LC 2), 6=1419 (LC 2) 56FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-866/307, 1-2=-1065/357 BOT CHORD 5-9=-438/931, 4-9=-438/931 WEBS 1-5=-300/987, 2-5=-395/1048, 2-4=-1223/575 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 lb uplift at joint 6 and 496 lb uplift at joint 4. 7)Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 4-3-4 toconnect truss(es) C05 (1 ply 2x4 SP), C06 (1 ply 2x4 SP), C07 (1 ply 2x4 SP) to back face of bottom chord.8)Fill all nail holes where hanger is in contact with lumber. 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=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-3=-20, 4-6=-20 Concentrated Loads (lb) Vert: 7=-328 (B), 8=-324 (B), 9=-324 (B) Job Truss Truss Type Qty Ply EJ07 1 13621311Jack-Closed Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:ULF8p8kCl4JRkSU0bxA_BqyMtGR-JofPUtb1mQHA5XTNwan3F?OLgcqutfHWeR9F9KyEhNr 612 3x4 3x4 5x8 2x4 3x4 5x6 2x4 7 6 4 5 1 2 8 9 3 W1 T1 W5 B1 B2 B3W3 W2 W4 1-3-12 1-3-12 4-10-12 6-2-8 1-5-8 1-5-8 4-9-0 6-2-84-5-101-4-60-8-0 4-5-10Scale = 1:29.8 Plate Offsets (X, Y):[5:0-5-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL)-0.03 4-5 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.33 Vert(CT)-0.06 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT)-0.02 4 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS (lb/size)4=118/ Mechanical, (min. 0-1-8), 7=118/0-5-8, (min. 0-1-8) Max Horiz 7=198 (LC 13) Max Uplift 4=-151 (LC 16), 7=-73 (LC 16) Max Grav 4=237 (LC 2), 7=237 (LC 2) 57FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-322/294, 1-2=-636/639 BOT CHORD 4-5=-1022/826 WEBS 5-7=-436/289, 1-5=-592/592, 2-4=-792/984 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-0-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 4 and 73 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ08 1 13621311Jack-Closed Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:bXuKIDTX7j1BbIj7MUg8OnyMt91-JofPUtb1mQHA5XTNwan3F?OICctytg_WeR9F9KyEhNr 612 2x4 3x4 5x6 3x4 2x4 5 4 1 6 2 3 W1 T1 W4 B1 W3W2 3-2-1 3-2-1 3-0-7 6-2-8 6-2-84-5-101-4-64-5-10Scale = 1:30.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL)-0.07 4-5 >966 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.46 Vert(CT)-0.15 4-5 >483 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 9-11-5 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=118/ Mechanical, (min. 0-1-8), 5=118/0-5-8, (min. 0-1-8) Max Horiz 5=212 (LC 13) Max Uplift 4=-150 (LC 16), 5=-73 (LC 16) Max Grav 4=237 (LC 2), 5=237 (LC 2) 58FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-345/267 WEBS 2-4=-275/363 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-0-13, Interior (1) 3-0-13 to 6-0-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 4 and 73 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ09 3 13621311Jack-Closed Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:NdQD6aztEdKEelxBpIQ_5eyMt8N-JofPUtb1mQHA5XTNwan3F?OH0crztkqWeR9F9KyEhNr 612 5x6 2x4 3x4 3x4 3x4 2x4 7 6 5 1 2 8 3 9 4 W1 T1 W5 B1 W2 W4W31-1-81-6-12 1-6-12 2-11-13 4-6-9 2-11-15 7-6-8 0-2-12 1-6-12 1-4-0 1-4-0 5-11-12 7-6-84-5-100-8-6 0-2-11 4-5-10Scale = 1:33.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL)-0.03 5-6 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.26 Vert(CT)-0.06 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=110/ Mechanical, (min. 0-1-8), 6=180/0-5-8, (min. 0-1-8) Max Horiz 6=215 (LC 13) Max Uplift 5=-124 (LC 13), 6=-129 (LC 16) Max Grav 5=220 (LC 2), 6=360 (LC 2) 59FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-290/248 WEBS 2-6=-190/269, 3-5=-248/300 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-4-12 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)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 5 and 129 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply EJ10 3 13621311Jack-Closed Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:Z5EVGP85d6Qc9WGeRT9V_uyMt6t-JofPUtb1mQHA5XTNwan3F?OJfcu_tk7WeR9F9KyEhNr 4.242612 2x4 3x4 3x4 3x4 3x4 2x4 NAILED NAILED NAILED NAILED 7 6 5 1 2 3 4 W1 T1 W5 B1 W2 W3 W4 1-10-10 -1-10-10 2-9-3 5-6-6 2-9-3 2-9-3 2-9-3 2-9-3 2-9-3 5-6-63-3-131-4-63-3-13Scale = 1:32.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL)0.00 6-7 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-6 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)5=33/ Mechanical, (min. 0-1-8), 7=89/1-1-12, (min. 0-1-8) Max Horiz 7=181 (LC 11) Max Uplift 5=-143 (LC 12), 7=-267 (LC 8) Max Grav 5=122 (LC 2), 7=291 (LC 2) 60FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-271/272 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 7 and 143 lb uplift at joint 5. 7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-2=-20, 2-4=-20, 5-7=-20 Concentrated Loads (lb) Vert: 6=66, 3=62 Job Truss Truss Type Qty Ply HJ01 2 13621311Diagonal Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:_B1d8k9V8D?GSblQO71j1?yMvFj-GBnAvYcHI1XtLrdm1?pYKQTfwQdLLfEp6kfMEDyEhNp 4.242612 5x6 2x4 2x4 2x4 3x4 2x4 3x4 2x4 NAILED NAILED NAILED NAILED 9 8 7 1 6 5 2 3 4 W1 T1 W4 B1 B2 B3 W3 W2 1-8-14 2-8-3 2-2-2 2-2-2 2-3-3 7-5-0 2-11-11 5-1-14 0-3-14 2-2-2 1-10-4 1-10-4 2-1-7 7-5-0 3-1-7 5-3-103-3-130-8-6 0-2-6 0-11-00-8-0 3-3-13Scale = 1:37.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)-0.01 7 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.21 Vert(CT)-0.02 7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)-0.01 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 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, Except:10-0-0 oc bracing: 5-6. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=47/ Mechanical, (min. 0-1-8), 8=172/0-7-12, (min. 0-1-8) Max Horiz 8=152 (LC 39) Max Uplift 5=-138 (LC 9), 8=-241 (LC 8) Max Grav 5=133 (LC 30), 8=372 (LC 30) 61FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 5 and 241 lb uplift at joint 8. 7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 7-9=-20, 5-6=-20 Concentrated Loads (lb) Vert: 3=65 Job Truss Truss Type Qty Ply HJ02 1 13621311Diagonal Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:?EphBNYqh6hguGAqh5BNeuyMrtb-kNLY7udv3Lfky?CybiLntd0rdqxY46LyLOOvmfyEhNo 4.242612 5x6 2x4 3x4 3x4 3x4 2x4NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7 6 10 11 5 1 2 8 3 9 4 W1 T1 W5 B1 W2 W4W3 1-8-14 2-2-2 2-2-2 2-10-0 5-0-2 2-10-9 7-10-11 0-3-14 2-2-2 1-10-4 1-10-4 5-8-8 7-10-113-5-130-8-6 0-2-6 3-5-13Scale = 1:39.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL)-0.03 5-6 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.23 Vert(CT)-0.05 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MS BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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)5=105/ Mechanical, (min. 0-1-8), 6=173/0-7-12, (min. 0-1-8) Max Horiz 6=176 (LC 11) Max Uplift 5=-278 (LC 9), 6=-288 (LC 8) Max Grav 5=234 (LC 2), 6=386 (LC 2) 62FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 5 and 288 lb uplift at joint 6. 7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 5-7=-20 Concentrated Loads (lb) Vert: 8=30 (B), 9=-18 (F=-12, B=-6), 10=32 (B), 11=-18 (F=-13, B=-5) Job Truss Truss Type Qty Ply HJ03 1 13621311Diagonal Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:XqmA?H0A1IXKzKVa4JZqEwyMs3u-kNLY7udv3Lfky?CybiLntd0suqxF46LyLOOvmfyEhNo 4.242612 2x4 3x4 3x4 3x4 3x4 2x4 NAILED NAILED NAILED NAILED 7 6 5 1 2 3 4 W1 T1 W5 B1 W2 W3 W4 1-10-10 -1-10-10 2-9-3 5-6-6 2-9-3 2-9-3 2-9-3 5-6-6 2-9-3 2-9-33-3-131-4-63-3-13Scale = 1:32.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL)0.00 6-7 >999 240 MT20 244/190 Snow (Pf/Pg)0.0/12.0 Lumber DOL 1.25 BC 0.08 Vert(CT)0.00 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code FRC2020/TPI2014 Matrix-MP BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-6 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)5=33/ Mechanical, (min. 0-1-8), 7=89/1-5-0, (min. 0-1-8) Max Horiz 7=181 (LC 9) Max Uplift 5=-143 (LC 12), 7=-267 (LC 8) Max Grav 5=122 (LC 2), 7=291 (LC 2) 63FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-271/272 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Roof design load is based on 12.0 psf ground snow load; open terrain, exposure factor 1.0; and normal structure, importance factor 1.0. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 7 and 143 lb uplift at joint 5. 7)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-2=-20, 2-4=-20, 5-7=-20 Concentrated Loads (lb) Vert: 6=66, 3=62 Job Truss Truss Type Qty Ply HJ04 1 13621311Diagonal Hip Girder Job Reference (optional) BFS South East - SAV, Pooler, GA 31322 Run: 8.72 S Oct 19 2023 Print: 8.720 S Oct 19 2023 MiTek Industries, Inc. Tue Nov 28 09:55:55 Page: 1 ID:9LzW8deScjtA8m3GQXa_bKyMr1F-kNLY7udv3Lfky?CybiLntd0qgqza46UyLOOvmfyEhNo