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HomeMy WebLinkAboutTRUSSoI russ Icuss ype y1ply - TREFELNER_A Al Common 1 1 Job Reference (optional) cuuaers mrsiboume, riani Lary, M ss000 ID:50 W92T7062VsEmksl CftboyOBwj-KVrcLmmWddeWHg4tV1 FMpUHAkf108iG7Eylli6yNxoD 1-6 0 5-0-0 10-0-0 11-10 1 6 0 5-0-0 5-0-0 1-6 0 Scale=1:21.3 6.00 12 3x4 i 3 1 2 6x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 TCDL 15.0 Lumber DOL 1.33 BC 0.58 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- i TOP CHORD 12x4 SP N0.2 BOT CHORD 2x6 SP No.2 SLIDER Left 2x4 SP No.3 2-6-12, Right 2x4 SP No.3 2-6-12 3x6 = 4 SCANNED BY 5 3x4 St Lucie County 6x8 = 3x4 = 6 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.23 2-6 >498 240 MT20 244/190 Vert(CT) 0.21 2-6 >545 180 Horz(CT) 0.00 6 n/a n/a Weight: 52 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 2=667/0-3-0 (min. 0-1-8), 6=667/0-3-0 (min. 0-1-8) Max Horz2=66(LC 11) Max Uplift2=-281(LC 9), 6=-281(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 12-3=-567/634, 3-4=474/657, 4-5=-474/657, 5-6=-567/634 BOT CHORD 2-6=-430/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2=281, 6=281. LOAD CASE(S) Standard FILE C0-DVPl( DEC 44 2018 Job I russ I russ I ype Qty Ply TREFELNER_A A2 Common 7 1 Job Reference (optional) dunaers mrsrbource, riant ary, rL ss000 8-4-0 5x6 = 3 4-2-8 MhpMm30nt7_9Sc2rFyyNxo6 18-2-0 . Scale=1:31.3 5 ix w = 5x6 i 5x6 B-4-0 16-8-0 B-4-0 B-4-0 Plate [2:0-1-4,0-2-01,[4:0-1-4 0-2-01,[6:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 Vert(LL) 0.07 4-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.12 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 77 lb FT = 20% LUMBER- i TOP CHORD 12x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS i2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1029/0-8-0 (min. 0-1-8), 4=1029/0-8-0 (min. 0-1-8) Max Horz 2=-1 01 (LC 10) Max Uplift2=-31 1 (LC 12), 4=-311(LC 13) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 2-7=-1224/632, 7-8=-1202/649, 3-8=-972/664, 3-9=-973/664, 9-10=-1202/649, 4-10=-1224/632 BOT CHORD ; 2-6=-329/912, 4-6=-329/912 WEBS 1 3-6=-101/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-3-14 to 6-2-2, Interior(1) 6-2-2 to 8-4-0, Exterior(2) 84-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=311. 4=311. LOAD CASE(S) Standard Job I I cuss Icuss ype y y TREFELNER A JA3 COMMON 9 1 1 o tional Job Reference Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industnes, Inc. Wed Uct 31 09:53:55 ZU18 I -age 1 ID:50W92T7062VsEmksl CftboyQBwj-k4XlzopOwYO587oRB9p3R6vh5tyZLxJSwwXyJRyNxoA 1-6 0, 6-4-10 12-8-5 19-0-0 25 3 11 31-7-6 38 0 0 39-6 0, 1-6 0 6-4-10 6 3 11 6 3 11 6 3 11 6 3 11 6-4-10 1- F Scale=1:65.5 5x6 = Lo 0 1-0 11 14 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 6x8 = 6x8 = 1F 9-6-8 19-0-0 28-5-8 38-0-0 9-6-8 9-5-8 9-5-8 9-6-8 Plate Offsets (X,Y)-- [2:0-0-8,0-0-41, [2:0-8-4,0-0-81, [10:0-0-8,0-0-4), [10:0-8-4,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.37 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(CT) -0.67 14-16 >684 180 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 203 lb FT = 20% LUMBER- 1 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 62: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS.(lb/size) 2=2209/0-8-0 (min. 0-2-10), 10=2209/0-8-0 (min. 0-2-10) Max Horz 2=-213(LC 10) Max Uplift2=-652(LC 12), 10=-652(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD' 2-3=-3730/1853, 3-4=-3387/1738, 4-23=-3270/1741, 5-23=-3155/1754, 5-6=-2443/1397, 6-7=-2443/1397, 7-24=-3155/1754, 8-24=-3270/1741, 8-9=-3387/1738, 9-10=-3730/1853 BOT CHORD, 2-16=-1447/3230, 16-25=-1073/2700, 25-26=-1073/2700, 15-26=-1073/2700, 14-1 5=-1 073/2700, 13-14=-1114/2700, 13-27=-1114/2700, 27-28=-1114/2700, 12-28=-111412700, 10-12=-1411/3230 WEBS 6-14=-862/1555, 7-14=-952/683, 7-12=-266/558, 9-12=-459/418, 5-14=-952/683, 5-16=-266/558, 3-16=-459/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-3-14 to 6-3-5, Interior(1) 6-3-5 to 19-0-0, Exterior(2) 19-0-0 to 26-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=652, 10=652. LOAD CASE(S) Standard o toss toss lype Qty TREFELNER A A4 COMMON 1 1ply 1 Job Reference (optional) tf umers hlrstbource, viant city, t-L JJ50G o.zuu stun -, L Lu, O ,V,I , CR InUUs111Cs, 111U. V VCu Vt:t J , UU.—O f <u , o —ye , ID:50W92T7062VsEmks1 CftboyQBwj-hSfVOUgfRAGpNRyglarXWX_?DghNprEkNE030JyNxoB 6-4-10 12-8-5 19-0-0 25 3-11 31-7-6 , 38-0-0 ,39-6-0, r 6 4-10 6 3 11 6-3-11 6-3 11 6 3 11 6-4-10 1-6-0 5x6 = .— r.77 Scale=1:65.8 6x8 = 3x4 = 46 = 3x8 = 46 = 3x4 = 5x8 = 9-6-8 19-0-0 28-5-8 38-0-0 9-6-8 9-5-8 9-5-8 9-6-8 1� Plate Offsets (X,Y)— [1:Edge,0-3-41,[1:0-8-4,0-0-BL[1:0-0-8,0-0-41,17:0-3-0,Edgel,[10:0-0-3,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.92 Vert(LL) -0.32 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.58 12-14 >774 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 204 lb FT = 20% LUMBER - TOP CHORD '12x4 SP No.2 *Except' T3: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER (Right 2x4 SP No.3 3-5-6 REACTIONS. , (lb/size) 1=2050/0-8-0 (min. 0-2-7), 10=2206/0-8-0 (min. 0-2-10) 'Max Horz 1=-215(LC 10) Max Uplift1=-595(LC 12), 10=-652(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb), - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3618/1857, 2-17=-3286/1746, 3-17=-3197/1752, 3-18=-3158/1756, 4-18=-3053/1768, 4-5=-2360/1381, 5-6=-2364/1357, 6-19=-2990/1661, 7-19=-3113/1648, 7-8=-3222/1645, 8-9=-3439/1739, 9-1 0=-3574/1719 BOT CHORD 1 1-1 6=-1 459/3065, 16-20=-1038/2603, 20-21=-1038/2603, 15-21 =-1 038/2603, 14-15=-1038/2603, 13-14=-1083/2599, 13-22=-1083/2599, 22-23=-1083/2599, 12-23=-1083/2599, 10-12=-1319/2993 WEBS 5-14=-847/1480, 6-14=-915/662, 6-12=-209/477, 8-12=-339/347, 4-14=-922/665, 4-16=-302/549, 2-16=-380/429 NOTES- 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 7-10-0, Interior(1) 7-10-0 to 19-0-0, Exterior(2) 19-0-0 to 26-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=595, 10=652. ' LOAD CASE(S) Standard Job I russ I cuss I ype Qty ply TREFELNER_A JA5 Common 1 1 { Job Reference (optional) dicers mrstbou i , runt aty, VL ssaob o.<uu b,,u,I Zviio . , ���� o�, �. •. ID:5OW92T7062VsEmkslCftboyQBwj-9fDubprHCTOg?bXOslMm31XCg43YY05uculrw xo7 4-2-8 8-4-0 i 12-5-8 i 16-8-0 i 4-2-8 4-1-8 4-1-8 4-2-8 ST1.5x8 STP= 5x6 = Scale=1:30.4 8-4-0 16-8-0 , B-4-0 8-4-0 R Plate Offsets (X Y)— [1:0-0-0,0-2-11,[3:Edge,0-2-11,[4:0-5-0 0-4-81 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) -0.09 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.15 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 75 lb FT = 20% LUMBER - TOP CHORD '2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. I (lb/size) 1=89510-8-0 (min. 0-1-8), 3=895/Mechanical Max Horz1=-91(LC 10) i Max Upliftl=-258(LC 12), 3=-260(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-1305/727, 5-6=-12847757, 2-6=-961/759, 2-7=-953/751, 7-8=-1267/748, 3-8=-1299/718 BOT CHORD � 1-4=-460/986, 3-4=-460/986 WEBS 2-4=-141/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 7-10-0, Interior(1) 7-10-0 to 8-4-0, Exterior(2) 8-4-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 t60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss Chas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=258, 3=260. LOAD CASE(g) Standard Job I russ I russ I ype Qty Ply TREFELNER A AT1 ATTIC 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTeK Intlustnes, Inc. Wed UCt 31 U8:b4:U1 2U18 Pa e 1 ID:50W92T7062VsEmks1CftboyQBwj ZEuOErt9VOnFs2GbXQvThN811HOAIZKKIs_GX5yNxo4 i1-6 0 1: 10.15 8 0-14 15 3 7 22-5.15 25.0.7 , 30-2-14 , 32-9-7 , 36 11-13 , 45 2-3 , 52-1-0 -6- 4-10-15 3-1-15 7-2-8 7-2-8 2-6-8 5-2-7 2-6-9 - 6-2-6 6-2-6 6 10-13 6 d 6x8 = 6x8 = 6.001712 Scale=1:94.9 22 20 "' '" 18 17 1 ST1.5x8 STP= 5x8 = 7x10 NB= 7x10 NB= 5x8 3x6 11 1:1 1 10-14 8 0 15-3-7 22-5-15 , 32-9-7 42-1-0 rl2 6-10-7 7-2-8 1n-3-R 9-3-9 1r1-r1-n 0 Lo 141� Plate Offsets (X,Y)— [3:0-6-12,0-3-0], [4:0-3-0,Edge], [7:0-4-0,0-3-41, [8:0-4-0,0-3-41, [11:0-3-0,Edge], [20:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.63 15-17 >837 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -1.00 15-17 >528 240 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.12 13 n/a n/a BCDL 10.6 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.42 15-17 >999 240 Weight: 361 lb FT = 20% LUMBER- BRACING - TOP CHORD 12x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. T1,T2: 2x4 SP M 31, T5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at midpt 10-17 61: 2x4 SP No.2, 62: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 23, 24, 25, 26 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing W5: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 22=2625/0-8-0 (min. 0-3-5), 13=2733/0-8-0 (min. 0-2-4), 2=919/0-3-0 (min. 0-1-8) Max Horz2=243(LC 11) Max Uplift22=-838(LC 12), 13=-710(LC 13), 2=-604(LC 8) Max Grav22=2807(LC 24), 13=2733(LC 1), 2=919(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-2039/932, 3-33=-1995/943, 3-4=-3401/1481, 4-5=-3167/1497, 5-34=-3469/1564, 6-34=-3252/1588, 6-7=-2710/1411, 7-8=-2283/1240, 8-9=-2607/1350, 9-35=-3417/1595, 10-35=-3569/1576, 10-11=-4317/1974, 11-12=-4540/1953, 12-36=-4647/2032, 13-36=-4904/2030 BOT CHORD 2-22=-720/1911, 21-22=-671/1855, 20-21=-665/1855, 20-37=-961/2934, 19-37=-961/2934, 18-19=-961/2934, 17-18=-851/3037, 16-17=-1347/3747, 16-38=-1347/3747, 38-39=-1347/3747, 15-39=-1347/3747, 13-15=-1660/4256 WEBS 3-22=-2559/1167, 3-20=-846/2478, 5-20=-781/432, 18-23=-136/649, 6-23=-105/597, 17-24=-289/1121, 9-24=-308/1177, 10-17=-1176/710, 10-15=-300/614, 12-15=-409/415, 25-26=-758/376, 7-25=-409/926, 6-25=-1027/520, 8-26=-397/908, 9-26=-1251/625 NOTES-' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 6-2-0, Interior(1) 6-2-0 to 25-0-7, Exterior(2) 25-0-7 to 30-2-14, Interior(1) 37-8-14 to 53-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Ceiling dead load (5.0 psf) on member(s). 23-25, 25-26, 24-26 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 17-18 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 22=838, 13=710, 2=604. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job I russ Iruss Iype y y TREFELNER_A AT2 ATTIC 8 1 Job Reference (optional) Builders FirstSou i , Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industnes, Inc. Wed Oct 31 09:54:03 2018 Page 1 ID:5OW92T7O62VsEmksl CftboyQBwj-VcOnfXvQ101 z5MP_eryxmoE7t5jPDTudmATNbzyNxo2 1-6 4-10-15 8-0-14 1�-2-7 22-21r15 25-0-7 30-2-14 32-9-7 39-7-0 461-0 1-6 4-10-15 3-1-15 7-2-8 7-2-8 2-6-8 5-2-7 2-6 9 6 9-9 6 6 0 5x6 = 5x6 = i 18 17 G8 16 10 14 I&a 13 12 1 4x6 = ST1.5x8 STP= 7x10 = 4x6 = 5x6 = 4x6 = I, q 3x8 II Scale=1:84.6 4x6 = ST1.5x8 STP= 3x6 11 39-7-0 46-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) -0.37 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.46 16-17 >982 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.21 16-17 >999 240 Weight: 329 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T4: 2x6 SP No.2, T536: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 3-17, 11-12 B3: 2x6 SP M 26 JOINTS 1 Brace at Jt(s): 19, 20, 21, 22 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing W2: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=294210-8-0 (min. 0-3-12), 12=2184/0-8-0 (min. 0-1-13), 2=356/0-3-0 (min. 0-1-8) Max Horz 2=350(LC 9) Max Uplift18=-971(LC 12), 12=-507(LC 13), 2=-564(LC 8) Max Grav 18=3197(LC 24), 12=2184(LC 1), 2=496(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD, 2-25=-950/1652, 3-25=-904/1747, 3-4=-2230/1039, 4-5=-2007/1053, 5-26=-2452/1153, i 6-26=-2322/1178, 6-7=-1872/1057, 7-8=-1582/938, 8-9=-1878/1058, 9-27=-2318/1106, 10-27=-2426/1088, 10-11=-1992/952, 11-12=-2106/959 BOT CHORD 2-18=-1567/872, 17-18=-1726/812, 17-28=-759/1904, 16-28=-759/1904, 15-16=-759/2076, 14-15=-759/2076, 14-29=-811/1836, 13-29=-811/1836 WEBS 3-18=-2874/1378, 3-17=-1376/3199, 5-17=-1018/582, 5-16=-7/312, 16-19=-56/487, 6-19=-46/473, 14-20=0/404, 9-20=0/405, 10-14=0/446, 10-13=-1170/553, 21-22=-497/287, 11 -1 3=-848/2162, 7-21=-284/595, 8-22=-300/609, 6-21=-729/391, 9-22=-744/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 6-2-0, Interior(1) 6-2-0 to 25-0-7, Exterior(2) 25-0-7 to 30-2-14, Interior(1) 37-8-14 to 39-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Ceiling dead load (5.0 psf) on member(s). 19-21, 21-22, 20-22 7) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 18=971, 12=507, 2=564. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Job I russ russ I ype Qty Ply TREFELNER A AT3 PIGGYBACK BASE 2 1 Job Reference (optional) Builders FlrstSource, Plant City, FL 33566 ti.2UU a Jun 1Z LU16 Mi I eK Inaustnes, Inc, wed Uct 31 uu:�4:uo Lult3 rage 1 ID:5OW92T7062VsEmksl CftboyQBwj-S78X3DwgZdHgKgZMmG_PrDJL5vP2hQuwDUyUgsyNxoO -1-6-0, 7 4 0 14-7-1 19-5-5 21-10-2_ _ _25-10-0 1-6 0 7-4-0 7-3-1 4-10-4 2-4 13 3-11-14 3x6 = 2x4 II 4x6 = 8x14 MT20HS= 7 8 6x8 = 6x8 = 6x8 = 3x8 = 6x8 = 6x8 = 21 6x8 = 0 0 N 12 '' — 10 opeua, opeua, 9 46 = 3x4 = 6x12 MT20HS= 3x4 = Special Special 7-4-0 14-7-1 19-5 5 21-10-2 25-10-0' 7-4-0 7-3-1 4-10-4 W:' 3-11-14 Scale = 1:68.8 Plate Offsets (X,Y)-- [2:0-0-0,0-0-01,[8:0-1-12,Edgel,[14:0-3-0,0-1-8],[14:0-3-4,3-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.25 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.37 10-12 >832 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(CT) 0.13 21 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight: 239 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' W10: 2x8 SP 240OF 2.0E OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 2=1671/0-8-0 (min. 0-1-14), 21=1437/0-1-8 (min. 0-1-8) Max Horz2=693(LC 11) Max Uplift2=-484(LC 12), 21=-508(LC 9) Max Grav2=1571(LC 1), 21=1449(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 3-12, 5-10, 8-21 JOINTS 1 Brace at Jt(s): 15, 16 MiTek recommends that Stabilizers and required cross bracing, be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2422/1086, 3-22=-2171/1099, 3-4=-1588/776, 4-23=-1438/788, 5-23=-1430/801, 5-6=-964/645, 6-7=-256/280, 7-8=-232/280, 9-17=-199/402, 14-17=-222/427, 8-14=-244/451 BOT CHORD 2-13=-1591/2046, 12-13=-1591/2046, 11-12=-1144/1311, 11-24=-1144/1311, 10-24=-1144/1311,9-10=-687/775 WEBS 3-13=0/288, 3-12=-860/578, 5-12=318/658, 10-15=-446/880, 6-15=-446/880, 5-1 0=-1 135/835, 14-16=-1401/1009, 7-16=-283/293, 6-16=-1023/665, 8-16=-966/1237, 8-21=-1455/1059 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-6-0 to 6-0-0, Interior(1) 6-0-0 to 21-10-2, Exterior(2) 21-10-2 to 25-0-14 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 DiOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss,has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=484, 21=508. 10) Special hanger(s) or other connection device(s) shall be provided starting at 19-5-0 from the left end to 24-94 sufficient to connect truss(es) (1 ply 2x4 SP) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of Continuedson page 2 Job I russ russ I ype Qty MY TREFELNER A AT3 PIGGYBACK BASE 2 1 Job Reference (optional) tsumers mrstbour 7% manr Gny, rL 44=3 O.LUV 5 JU11 I LV 10 IVII I CR 111—UIC5, IIIU. VVCU UUI J 1 U--' LU Ia rage c ID:5OW92T7062VsEmks1CftboyQBw4-S?8X3DwgZdHgKgZMmG PrDJL5vP2hQuwDUyUgsyNxoO LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-7=-90, 7-8=-90, 10-18=20, 9-10=-40 Job I russ Truss Type uty ply TREFELNER_A ATG1 ATTIC GIRDER 2 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.200 s dun 12 20i c M i ex industries, Inc. Wed Oct 31 09:54:uo 4 0 ra e , ID:5OW92T7O62VsEmks1CftboyQBmd-sapgiEzYsYfFB7IxROX6TsxtO6RWuIVMVSABGBy xnz 4-10.15 , 8-0.14 i 15-3-7 i 24-1-4 25-Or7 30-2-14 ,32-9-7, 3.8-11-13 i 45-2-3 i 52-1-0 53-7-0 4-10-15 3-1-15 7-2-8 8-9-13 0-11-3 5-2-7 2-6-9 6-2-6 6-2� ' 6-10-13 1-6-0 Special Special 7x10 = Special 3x8 II 6x8 — 6.00 12 Special 6 7 Special 8 TA Special Special 6 Special Special 5 4.00 F12 5x12 4 23 5x8 = 25 22 21 20 26 19 18 27 Special Special � SpedalSpedal 10 Special special Special 24 2x4 = 11 2x4 12 17 16 28 29 15 Scale=1:107.6 13 14 J� .5x8 STP= 6 ST1.5x8 STP= 5x8 = 6x8 = 7x10 WB= 5x8 =1r4-1A P1 3x6 II 4x10 MT20HS= LUS26 I —I LUS26 26-312 8 8.0.14 8{�0 153-7 i 24-i-4 24$4 , 32-9-7 , 42-1-0 52-1-0 , 0- -8 6.10.7 8.9.13 0-1-0 6-511 10.60 2-1-8 Plate Offsets (X Y)-- [4:0-3-0 Edge] [7:0-5-0 0-3-01,[8:0-4-0,0-3-41 [11:0-3-0 Edgel, [13:0-0-0,0-1-121,[18:0-3-8,0-4-41,[20:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) -0.57 15-17 >911 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.81 15-17 >647 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.61 15-17 >859 240 Weight: 710 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. T1,T5: 2x4 SP No.2, T2: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP M 26 *Except* JOINTS 1 Brace at Jt(s): 23, 24, 25 B1: 2x4 SP No.2, B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W205010: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. - (lb/size) 22=6243/0-8-0 (min. 0-3-12), 13=5086/0-8-0 (min. 0-2-3), 2=320/0-3-0 (min. 0-1-8) Max Horz2=245(LC 35) Max Uplift22=-2454(LC 5), 13=-1785(LC 4), 2=-1174(LC 32) Max Grav22=6318(LC 20), 13=5220(LC 43), 2=1062(LC 18) FORCES. (lb)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD j 2-3=-2515/2469, 3-4=-6708/2284, 4-5=-6496/2290, 5-6=-8167/2915, 6-7=-8678/3226, 7-8=-5788/2185, 8-9=-6468/2413, 9-10=-8264/2954, 10-11=-9188/3311, 11-12=-9674/3457, 12-13=-9956/3504 BOT CHORD ' 2-22=-2108/2125, 21-22=-2145/1970, 20-21=-2138/1969, 20-26=-1873/5939, 19-26=-1873/5939, 18-19=-1873/5939, 18-27=-2227/7034, 17-27=-2227/7034, 16-17=-2802/8301, 16-28=-2802/8301, 28-29=-2802/8301, 15-29=-2802/8301, 13-15=-2973/8600 WEBS 3-22=-6038/2276, 3-20=-2733/7336, 5-20=-2467/1058, 5-18=-538/1477, 18-23=-610/2032, 6-23=-3093/1360, 17-24=-551/1977, 9-24=-545/1932, 10-17=-2215/1196, 10-15=-521/830, 12-15=-266/321, 23-25=-12421435, B-25=-537/1700, 9-25=-2058/738, 7-23=-1810/5177 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Continued on page 2 Job I russ I cuss I ype uty ply TREFELNER_A ATG1 ATrIC GIRDER 2 2 Job Reference (optional) umaers Hrstbource, manr Ury, YL 330bb O.LUU b —1 IL LU 10 IYII I UA 1 IUUD—b. I IV. ID:50W92T7062VsEmks1CftboyQBw4-sapgiEzYsYfFB7lxROX6TsxtO6RMIVMvSAB6By xnz NOTES- 10) Ceiling dead load (5.0 pso on member(s). 23-25, 24-25 11) Bottom chord live load (20.0 pso and additional bottom chord dead load (10.0 psf) applied only to room. 17-18 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=2454, 13=1785, 2=1174. 19) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 2-1-8 oc max. starting at 24-2-4 from the left end to 26-3-12 to connect truss(es) TFGR1 (1 ply 2x4 SP) to back face of bottom chord. 14) Fill all nail Boles where hanger is in contact with lumber. 15) Special hangers) or other connection device(s) shall be provided starting at 15-0-0 from the left end to 45-0-0 sufficient to connect truss(es) (1 ply 2x4 SP) to front face of top c chord. The design/selection of such special connection device(s) is the responsibility of others. 16) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-3=-90, 3-5=-90, 5-7=-190, 7-8=-190, 8-12=-190, 12-14=-90, 2-18=-20, 17-18=-40, 13-17=-20, 23-24=-10 Concentrated Loads (lb) Vert; 18=-1215(B) 27=-1215(B) oruss cuss ype y y TREFELNER A Ictill Comer Jack 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.200 s Jun 1Z ZU18 Mi I eK InaUStneS, Inc. Wea Oct 31 uu:b4:U`J 2618 vage 1 ID:50W92T7062VSEmks1 CftboyQBwj-KmN2va_Adsn6pHt8?63L?3UDNWzPdOTV86whodyNxny 1-0-0 1-0-6 3x4 = ST1.5x8 STP= 1-0-0 d 0 Scale =1:8.1 Plate Offsets (X,Y)— [2:0-0-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 4A (LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL' 1.33 Vert(CT) -0.00 2 >999 180 BC 0.00 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.6 Code FBC2017/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- j TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (lb/size) 3=-53/Mechanical, 2=270/0-8-0 (min. 0-1-8), 4=9/Mechanical Max Horz 2=55(LC 12) Max Uplift3=-53(LC 1), 2=-90(LC 12) Max Grav3=32(LC 8), 2=270(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Job Truss I toss I ype ylp" TREFELNER_A EJ2 JACK -CLOSED 2 1 Job Reference (optional) ouuuc.s r--, c., na ­y, "_..o 1 ID:50W92T7O62VsEmks1Cft6oyQk%4ozxO7w_pWvzRRSKZpaaYH003wJ5MrjfNm Mylgxnx 2-4-8 2-4-8 193 Scale=1:11.5 3x4 = i 2x4 II 2-4-8 2-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1 4 11 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD i2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except BOT CHORD '2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 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=87/Mechanical, 2=277/0-8-0 (min. 0-1-8) Max Horz2=94(LC 11) Max Uplift4=-40(LC 9), 2=-92(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(i) Standard cussype y yTREFELNER_A Pj'u� JACK -CLOSED 2os 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:12 2018 Page 1 ID:5OW92T7O62VsEmks1 CftboyQBwj-IL3AXc03vn9hglbjgEc2di6kYj_bglDyg38LPyyNxnv 2-4-0 2-4-0 Scale = 1:11.4 2x4 II 3x4 = 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- i BRACING - TOP CHORD 1 2x4 SP No.2 TOP CHORD BOT CHORD' 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS., (lb/size) 4=84/Mechanical, 2=275/0-8-0 (min. 0-1-8) 1 Max Horz2=93(LC 11) Max Uplift4=-39(LC 9), 2=-92(LC 12) Max Grav4=84(LC 19), 2=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss; has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(t) Standard Job I russ Icuss ype y y TREFELNER A JEJ3 JACK -CLOSED 5 1 Job Reference (optional) emiaers rirstsource, riant ury, rt. aaoon 0 mzuu s Jun- it toio rvu ien muusmes, mu, vveu uut a uu.—ia—io rays i ID:60W92T7O62VSEmksl CftboyQBM-DXdZlyl hg4HYluAvEx7HAvev17KPZCT53juvxOyNxnu 3.0-0 3 Scale=1:13.0 2x4 II 3x4 = 3-0-0 3-0-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 1 1 11 TC 0.21 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 Esc .06 Vert(CT) -0.00 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORDI, 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 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=129/Mechanical, 2=304/0-8-0 (min. 0-1-8) Max Horz2=113(LC 11) Max Uplift4=-54(LC 9), 2=-99(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Gas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard Job I cuss I cuss I ype y Ply TREFELNER A GE1 Common Supported Gable 1 1 - Job Referenceo (optional) Builders FirstSource, Plant City, FL 33566 c.zuu s uun iz zu i o ,vn, ec ,nuusmes, ma Wud Gui o, OG-54 , "" ra e , ID:50W92T7O62VsEmks1CftboyQBwj-9wkJAd2xCiXGXCKHLM91FKkE3x?s14iOW1N0?Hy xns 1'-6-0 5-0-0 _ 10-0-0 11-6-0 1-16-0 5-0-0 5-0-0 ' 1-6-0 46 = 6x8 — 2x4 11 2x4 11 2x4 II 6x8 9-9-8 A14 Scale=1:20.6 Plate Offsets X — : 0-8 0-0-4] [2:0-5-10,0-0-8] [2:Edge,0-3-4], [6:0-0-8 0-0-4], [6:0-5-10 0-0-8] [6:Edge,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) -0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 10.b Code FBC2017ITP12014 Matrix-SH Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3, Right: 2x4 SP No.3 Installation guide. REACTIONS. All bearings 9-7-0. (lb) -1 Max Horz 2=66(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-152(LC 12), 8=-150(LC 13) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=296(LC 1), 6=296(LC 1), 10=301(LC 23). 8=301(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-89/288, 4-5=-88/287 WEBS 3-10=-244/485, 5-8=-244/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIITPI 1. 4) Gable studs spaced at 2-0-0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except.Qt=lb) 10=152. 8=150. 8) Non Standard bearing condition. Review required. LOAD CASE($) Standard Job I russ cuss type Qty TREFELNER_A GE2 Common Supported Gable 1 1Ply 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -1-6-0 , 16 2018 F (Xlh6zr 8-2-0 Scale=1:31.4 46 = 3x4 = 19 18 17 16 15 14 13 12 3x8 II 3x4 = US 11 US = 16-8-0 Plate Offsets (X,Y)— [2:0-0-0,0-1-4], [2:0-3-0,Edgel, [10:0-0-0,0-1-41, [10:0-3-0,Edgej i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 14 -11 PLATES GRI TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) -0.01 11 n/r 120 MT20 244/190 TCDL 15.6 Lumber DOL 1.33 BC 0.08 Vert(CT) -0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3, Right: 2x4 SP No.3 Installation guide. REACTIONS. All bearings 16-8-0. (lb) Max Horz 2=101(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 13, 10 except 17=-108(LC 12), 19=-120(LC 12). 15=-107(LC 13), 12=-1 17(LC 13) Max Grav All reactions 250lb or less at joint(s) 16, 17, 18, 19, 15, 13, 12 except 2=276(LC 1), 10=276(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-73/268, 5-6=-109/388, 6-7=-109/391, 7-8=-73/271 WEBS 5-17=-194/328, 4-18=-176/321, 3-19=-185/356, 7-15=-194/329, 8-13=-176/321, 9-12=-185/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=o.18; MWFRS (envelope) and C-C Corner(3)-1-3-14 to 6-4-0, Exterior(2) 6-4-0 to 8-4-0, Corner(3) 8-4-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 perANSIITPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 trussyhas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 13, 10 except Ot=lb) 17=108, 19=120, 15=107, 12=117. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(i) Standard Job Truss I runs I ype Qty ply TREFELNER A GE3 Common Supported Gable 1 1 Job Reference (optional) builders rirstsource, t iant uty, rL ssotib ID:5OM2T7062VsEmkslCftboyQBwjlh_q??5SGw2hOpe3aCEhPAuwjYMRztj_RfL682Xxno 1-6 0 19-0-0 38-0-0 39.6-0, rs o 19-0-0 19-0-0 1-6-0 Scale=1:65.2 5x6 = aU) 0 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 = 3x6 = 1��� LOADING (ps" SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) -0.00 23 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.00 23 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 260 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 12-33, 11-34, 13-32 WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3, Right: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 38-0-0. (lb) - Max Horz 2=-213(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 41, 32, 25, 22 except 35=-107(LC 12), 37=-101(LC 12), 38=-103(LC 12), 39=-102(LC 12), 40=-106(LC 12), 42=-164(LC 12), 31=-108(LC 13), 29=-101(LC 13). 28=-103(LC 13). 27=-102(LC 13), 26=-106(LC 13), 24=-158(LC 13) Max Grav All reactions 250 lb or less at joint(s) 34, 35, 37, 38, 39, 40, 41, 32, 31, 29, 28, 27, 26, 25 except 2=298(LC 1). 33=251(LC 22), 42=289(LC 23), 24=289(LC 24), 22=298(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=-294/158, 7-8=-111/328, 8-44=-119/415, 9-44=-105/422, 9-10=-151/514, 10-1 1=-185/613,11-12=-215/693, 12-13=-215/698, 13-14=-185/618, 14-15=-151/519, 15-45=-105/427, 16-45=-119/420, 16-17=-86/333, 21-22=-299/104 BOT CHORD 2-42=-94/364, 41-42=-94/364, 40-41=-94/364, 39-40=-94/364, 38-39=-94/364, 37-38=-94/364, 36-37=-94/364, 35-36=-94/364, 34-35=-94/364, 33-34=-94/364, 32-33=-94/364, 31-32=-94/364, 30-31 =-94/364, 29-30=-94/364, 28-29=-94/364, 27-28=-94/364, 26-27=-94/364, 25-26=-94/364, 24-25=-94/364, 22-24=-94/364 WEBS 12-33=-395/61, 11-34=-1911295, 10-35=-179/324, 9-37=-180/311, 4-41 =-1 63/276, 3-42=-232/425, 13-32=-191/296, 14-31=-179/324, 15-29=-180/311, 20-25=-163/276, 21-24=-232/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3)-1-3-14 to 6-2-2, Exterior(2) 6-2-2 to 19-0-0, Corner(3) 19-0-0 to 26-6-0 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=1160 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 34, 41, 32, 25, 22 Con eguegt %t= 35 2107, 37=101, 38=103, 39=102, 40=106, 42=164, 31=106, 29=101, 28=103, 27=102, 26=106, 24=158. Job I cuss truss type Uty y TREFELNER A GE3 Common Supported Gable 1 1 Job Reference (optional) tsunaers mrstbource, viant uty, rt_ asobu LOAD CASE(S) Standard ID:5OW92T7O62VsEmks1CftboyQBw}1h_q?MGw2h0p;3aCEhFAu,WMRUfLD82y ;ro Job russ cuss ype y y TREFELNER_A I GE4 Monopitch Supported Gable 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a 8.200 s Jun 12 2018 MiTek Industnes, Inc. Wed Oct 31 09:54:20 2018 Page 1 ID:5OW92T7062VsEmks1CftboyQBwj-WuYCDL641EAYdzDF8vdwyOR1KyhgiL67gJ4nhUyNxnn 13-8-0 i 15 14 13 12 11 10 3x4 = 13-8-0 1:24.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.6 Lumber DOL 1.33 BC 0.14 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 10 n/a n/a BCDL 10.d Code FBC2017/TP12014 Matrix-SH Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 4x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ' All bearings 13-5-8. (lb) - jMax Horz 2=293(LC 9) Max Uplift All uplift 100 lb or less atjoint(s) 10, 11, 12, 13, 14 except 2=-128(LC 8), 15=-146(LC 12) IMax Grav All reactions 250 lb or less atjoint(s) 10, 11, 12, 13, 14 except 2=314(LC 1), 15=365(LC 1) FORCES. (lb)�- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-596/282, 3-4=-495/216, 4-5=-493/233, 5-16=-435/207, 6-16=-433/221, 6-7=-333/196 WEBS 4 8-11=-189/334, 7-12=-177/282, 6-13=-190/306, 3-15=-287/452 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-4-0 to 6-2-0, Exterior(2) 6-2-0 to 13-6-4 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs1spaced at 2-0-0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between they bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 10, 11, 12, 13, 14 except Qt=lb) 2=128, 15=146. 8) Non Standard bearing condition. Review required. I LOAD CASE(S) Standard Job I russ I russ I ype Qty ply TREFELNER_A GR1 GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 t1.200 s dun 12 zu1 a mi i ek inausines, inc. wed ua si 09:54:27 201ia rage i ID:50 W92T7062VsEmksl CftboyQBwj-oETrhkBTN02Zz2Fb2uNZksD94mwSrLF9HvHeRayNxng I "--14 , 38-12 6-102199419 , 57-47 3-2-14 3r5 1-9-0 9-12--0 13 -7-5-3-6-9 14 5-3-1 0.15 -6-04555 7 7 69 5-2-7 90 25 4x6 = 6.00 12 4x6 = 5x8 = NAILED 8x14 MT20HS= NAILED NAILED 6x8 = 6x8 = 4x6 = 4x6 = 6x8 = NAILED 7x10 = 6x8 = LUS26 NAILED NAILED NAILED THJA26 13 4x6 = 1 " 10-50 12-0-3 31-9.13 41-7-3 0.a-8 8- :14 8{r8 11-2r0, 16-6.10 250.7 , 30.2-14 30.�-12 i 37-515 39.1-041-SO ii 46.9-10 , 52-1.0 , 0 -8 7-146 10 4-6.8 8-112 52-7 0- 14 SB-2 1-7-1 2-40 52-7 S&6 1-11-7 0.10.3 1-6-1 0.2-3 Scale=1:105.8 Plate Offsets (X,Y)-- [14:0-5-6,0 4-0], [8:0-4-0,0-3-4], [18:0-3-8,0-3-0], [19:0-5-0,0-4-8], [20:0-4-0,0-3-12], [23:0-7-0,0-0-2], [23:0-3-8,0-2-8], [47:0-1-10,0-1-0], [50:0-1-10,0-1-0], [55:0-1-14,0-1-0] [61:0-1-14,0-1-01, [64:0-1-14,0-1-01 [66:0-1-14,0-1-01, [69:0-1-14,0-1-01, [73:0-1-15,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.18 18-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.37 18-20 >999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(CT) 0.03 79 n/a n/a BCDL 10.Q Code FBC2017/TP12014 Matrix-MSH Weight: 561 lb FT = 20% LUMBER - TOP CHORD 2x6 SP N0.2 *Except* T1: 2x4 SP No.2, T5: 2x6 SP M 26, T6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* WB,W9: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-25 9-3-2 oc bracing: 22-23. WEBS 1 Row at midpt 7-20, 8-20, 9-20, 9-18, 6-22, 4-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ! All bearings 10-8-0 except Gt=length) 2=8-6-8, 26=8-6-8, 25=8-6-8, 25=8-6-8. (lb) - IMax Horz2=243(LC 7) IMax Uplift All uplift 100 lb or less atjoint(s) 14 except 2=-220(LC 4), 26=-212(LC 34), 25=-806(LC 8), 11=-101(LC 9), 18=-1109(LC 9), 15=-285(LC 35), 17=-516(LC 40), 16=-107(LC 5), 13=-118(LC 9) ,Max Grav All reactions 250 lb or less at joint(s) 17, 14, 13 except 2=397(LC 1), 26=554(LC 23), 25=2258(LC 1), 25=2258(LC 1), 11=353(LC 20), 18=321O(LC 1), 18=321O(LC 1), 15=326(LC 16), 16=397(LC 43), 11=336(LC 1) FORCES. (lb)I- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 3-4=-428/222, 4-5=-2451/725, 5-6=-2267/742, 6-7=-2131/734, 7-8=-1753/790, 8-82=-1956/741, 9-82=-2184/720, 9-10=-272/117, 10-11=-273/85 BOT CHORD i 23-86=-630/2080, 22-86=-630/2080, 21-22=-375/1721, 21-87=-375/1721, 20-87=-375/1721 WEBS 3-26=-469/188, 7-22=-288/605, 7-20=-519/417, 8-20=-196/330, 9-20=-470/1754, 9-18=-2428/854, 10-15=-394/143, 6-23=-456/227, 6-22=-514/350, 4-25=-2113/780, 4-23=-702/2266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and 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 perANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs�spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thel bottom chord and any other members, with BCDL = I O.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except Gt=lb) 2=220, 26=,212, 25=806, 11=101, 18=1109, 15=285, 17=516, 16=107, 13=118, 11=101. Continued on page 2 Job I I cuss I russ I ype Qty TREFELNER A I � GR1 GABLE 1 I Fy 1 1 Job Reference (optional) ouaem rirsmouce, riamc iiy, rL aoaoo _.............. ..._. ..__ __. _. __._ .._. __ ._ . ID:5OW92T7062VsEmks1CftboyQBwtoETrhkBTN02Zz2F62uRZWsI 4mwSrLF9HvHeRayNxng NOTES- 11) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-10d Truss, Single Ply Girder) or equivalent at 30-3-12 from the left end to connect truss(es) GR3 (1 ply 2x6 SP) to front face of bottom chord. 12) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 39-0-10 from the left end to connect truss(es) EJ3 (1 ply 2x6 SP), HJ1 (1 ply 2x6 SP) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert 1-4=-90, 4-7=-90, 7-8=-90, 8-12=-90, 2-79=-20 Concentrated Loads (lb) Vert20=-372(F) 83=-0(F) 84=-64(F) 85=-64(F) 88=-109(F) 89=-109(F) 90=-109(F) 91=-109(F) 93=-119(F) o toss cuss ype y y TREFELNER_A GR2 GABLE 1 1 Job Reference (optional) uuncers t-i stbource, Plan[ Giry, FL 33bbb 8.200 s Jun 12 2U18 MITek Industnes, Inc. wed Oct 31 09:54:30 2018 Page 1 ID:5OW92T7062VsEmks1CftboyQBwj-Dp8_JmELgJQ7gW AkOxGMVrdt_vv2fLbztVl1vyNxnd ,W 4-512 8 0.14 16 6 10 25-0-7 30-2-14 41-1-7 47-1-7 52-1-0 53 7 p 4-5-12 3-7-2 8-5-12 8-5.12 5-2-7 10-10-9 6-0-0 411-9 -6- 6x8 = 6.00 12 6x8 = i 4 —I9 24 22 ou 11 J 20 5L 19 16 W17 04 16 15 xg�� I23 3x8 = 5x6 = 3x6 = 3X8 = 5x8 = 5x8 46 = 3x6 = NAILED NAILED NAILED 1D-" 12-6-3 0-a-8 45.12 8.7-12 8.8-0 11-2r1 16.6.10 2sa7 3a2-14 41-1-7 47-1-7 4 -8 4-3-0 42-1 0. -0 4-0.8 8•S12 52-7 10.10.9 6-0-0 4-11-9 IAA 1-d� Scale=1:100.8 Plate Offsets (X,Y)— [4:0-5-0,0-3-01, [6:0-1-15,0-0-01, [7:0-2-4,0-1-121, [7:0-0-0,0-1-121, [10:0-4-0,0-3-41, [13:0-5-10,0-0-81, [13:0-0-8,0-0-41, [16:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.31 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.72 16-17 >723 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 408 lb FT-= 20% LUMBER - TOP CHORD !2x4 SP No.2 'Except* T3,T4: 2x6 SP No.2, T5: 2x6 SP M 26, T6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* IB4: 2x4 SP M 31, B3: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' W4011: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 1 Row at midpt 8-19, 9-19, 9-17, 11-17 JOINTS 1 Brace at Jt(s): 42, 43 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-6-8 except (jt=length) 13=0-8-0. (lb) - Max Horz 2=243(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-220(LC 4), 24=-134(LC 30), 23=-902(LC 8), 13=-749(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=378(LC 19), 24=346(LC 26), 23=2989(LC 1), 23=2989(LC 1), 13=2494(LC 1), 2=362(LC 1) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD , 3-4=-152/361, 4-5=-2659/708, 5-6=-2630/742, 6-7=-2532/736, 7-8=-2525/752, 8-9=-2631/818, 9-10=-2352/877, 10-11=-2850/848, 11-12=-3963/1178, 12-13=-4287/1262 BOT CHORD 22-23=-749/357, 22-50=-749/357, 50-51=-749/357, 21-51=-749/357, 20-21=-749/357, 20-52=-622/2300, 19-52=-622/2300, 18-19=-386/2171, 18-53=-386/2171, 17-53=-386/2171, 17-54=-822/3473, 16-54=-822/3473, 15-16=-1013/3725, 13-15=-1013/3725 WEBS 3-24=-337/173, 4-23=-2554/756, 4-43=-783/3132, 42-43=-778/3133, 20-42=-781/3150, 8-20=-750/291, 8-19=-335/303, 9-19=-144/368, 9-17=-244/651, 10-17=-131/512, 11 -1 7=-1 284/620, 11-16=-37/473, 12-16=-293/213, 2243=-275/231 NOTES- 1) Unbalancediroof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs'spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 2, 134 lb uplift at joint 24, 902 lb uplift at joint 23, 749 lb uplift at joint 13 and 220 lb uplift at joint 2. Continued on page 2 Job I cuss I cuss I ype MY Ply TREFELNER A �GR2 GABLE 1 1 Job Reference (optional) umaers rirstbource, viant ury, r-L sabae 8.200 s Jun 12 2018 MITeK Industries, Inc, wed Oct 31 09:54:30 2018 Page 2 ID:50W92T7062VsEmks1CftboyQBwj-Dp8_JmELgJQ7gW AkOxGMVrdt vv2fLbztVllvyNxnd NOTES- 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 4-9=-90, 9-10=-90, 10-14=-90, 44-47=-20 - Concentrated Loads (lb) Veit: 22=-1(B) 50=-67(B) 51=-67(B) Job I toss toss I ype Qty TREFELNER A �GR3 I Jack -Closed Girder 1 �Ply 1 o tional Job Reference Builders Firstbource, Plant Glty, FL 33565 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:32 2018 Pagel 1 D:50W92T7062VsEmks1 CftboyQBwj-9BGkkRFcCwhr4p7ZrRzkRvxABnjwWoAuQ6_P6oyNxnb 3-0-0 3-0-0 3x4 = _ 2x4 11 ST1.5x8 STP= i 1-0.12 , 3-0-0 1212 1-114 Scale=1:13.0 Plate Offsets (X,Y)— [1:0-0-8,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.17 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=760/0-8-0 (min. 0-1-8), 3=392/Mechanical Max Horz 1=98(LC 5) Max Upliftl=-225(LC 8), 3=-138(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thelbottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 1 and 138 lb uplift at joint 3. 6) Use Simpson Strong -Tie LUS26 (4-1 Old Girder, 3-1 Od Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to connect truss(es) A5 (1 ply 2x6 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2=-90, 1-3=-20 Concentrated Loads (lb) Vert: 4=-875(B) oruss russ ype y y TREFELNER_A I'lil Diagonal Hip Girder 1 1 Job Reference (optional) tlullOers Ylrst50urce, Plant Olty, FL 33bbb I 1-5-0 3x4 = 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:33 2018 Page 1 ID:5OW92T7062VsEmks1 CftboyQBwj-dOg6xnGEzEpihzilP8Uz_7TB5B8sFFP2frkzeEyNxna ST1.5x8 STP= 1-5-0 4-2-3 1-5-0 2-9-3 Scale = 1:12.8 Plate Offsets (X,Y)— [2:0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.08 Vert(CT) -0.01 24 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER - TOP CHORD '2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. i(lb/size) 3=74/Mechanical, 2=391/0-8-0 (min. 0-1-8), 4=38/Mechanical Max Horz 2=125(LC 22) ,Max Uplift3=-60(LC 8), 2=-208(LC 4) ,Max Grav3=88(LC 35), 2=391(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=o.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thei bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 208 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD! CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert:'L 5=120(F=60, B=60) Job I russ cuss I ype Qty TREFELNER_A HJ2 Diagonal Hip Girder 1 1ply 1 o tional Job Reference Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:35 2018 Page 1 ID:5OW92T7O62VsEmks1 CftboyQBwj-ZmytMTIUVr3QxHs7WZWR3YZXY7rsj9vK78D3j7yNxnY 1-5-0 3-3-9 1-5-0 1-10-9 3x4 = ST1.5x8 STP= 1-s.n 1-1(1-9 Scale=1:11.3 Plate Offsets (X,Y)-- [2:0-1-3,0-0-6) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 1 Plate Gri DOL 9-n TC 0. 4 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Lumber DOL 1.33 TCDL 15.0 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0. Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (lb/size) 3=5/Mechanical, 2=371/0-8-0 (min. 0-1-8), 4=29/Mechanical Max Horz 2=109(LC 22) iMax Uplift3=-85(LC 19), 2=-216(LC 4) Max Grav3=70(LC 22). 2=371(LC 1), 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 216 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert: 5=120(F=60, 13=60) Job I russ cuss ype y y TREFELNER A HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders 1-irstbourpe, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:36 2018 Page 1 ID:50W92T7062VsEmksl CftboyQBwj-2zWFapl6G88HYRRK4H2hbl5iPOB7Sc9ULoydFZyNxnX 1-5-0 3-2-14 1-5-0 1-9-14 Scale = 1:11.2 3x4 = ST1.5x8 STP= 1-5-0 3-2-14 Plate Offsets X Y — 2:0-1-3,0-0-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.00 24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. I(lb/size) 3=-1/Mechanical, 2=371/0-8-0 (min. 0-1-8), 4=28/Mechanical Max Horz 2=108(LC 4) Max Uplift3=-92(LC 19), 2=-217(LC 4) Max Grav3=75(LC 22), 2=371(LC 1), 4=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3 and 217 lb uplift at joint 2. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOADICASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 2-4=-20 Concentrated Loads (lb) Vert:15=120(F=60, 13=60) o cuss cuss ype y y y TREFELNER_A M13 MONOPITCH 1 Job Reference (optional) ounuma nimovm , ,ain -ny, r,. a0000 O.GVU s Jun lL Nl8 MI I eK,naumnes, Inc, wea uc[ J7 uu:oq:3/ duw rage l ID:50W92T7O62VsEmks1 CftboyQBwj-W93dn9Jk1 SJ8AaOWe_Zw8zegkoLvBwzdaSiAn?yNxnW 1-6-0 7-1-2 13-8.0 1-6 0 7-1-2 6-6-14 4.00 F12 3x4 11 Scale = 1:30.5 5 3x6 = "`' " ST1.5x8 STP= 6x8 = 0T2�8 7-1-2 0-2-8 6-10-10 13-8-0 6-6-14 LOADING (psf) I 1-4-9 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.29 7-10 >565 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) 0.26 7-10 >630 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.03 6 n/a n/a BCDL 10.0, Code FBC2017/TP12014 Matrix-MSH Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 3-2-10 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. "(lb/size) 6=738/0-8-0 (min. 0-1-8), 2=870/0-3-0 (min. 0-1-8) Max Horz2=293(LC 11) Max Uplift6=-509(LC 8), 2=-582(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1374/1891, 3-11=-1231/1901, 5-6=-231/260 BOT CHORD 2-7=-2044/1254, 6-7=-2044/1254 WEBS 3-7=-746/314, 3-6=-1310/2032 NOTES- 1) Wind: ASCE,7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-4-0 to 6-2-0, Interior(1) 6-2-0 to 13-6-4 zone; cantilever left and right exposed ; end vertical left and right,exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 509 lb uplift at joint 6 and 582 lb uplift at joint 2. LOAD CASE(S), Standard Job I russ I cuss I ype Qty ply TREFELNER A PB1 GABLE 16 1 Job Reference (optional) Builders FIrst50urre, Flan[ Olty, FL 33bbb o.zuu s dun iz zu to mi i eK mousmes, inc. vveu u� a uaavaa zu to raye 1 ID:50W92T7O62VsEmks1 CftboyQBwj-SYBOCrL?Y3ZsPuAvIPbODOjNpc94f7vw1 mBHsuyNxnU 2-7-4 5-2-7 2-7-4 2-7-4 Scale=1:10.8 3x6 = 6.00 12 T 1 4 2 5 1 B1 IaIo 2x4 = 5-2-7 2x4 = Plate Offsets (X,Y)— [3:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.6 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 5-2-7. (lb) - Max Horz 1=-24(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=255(LC 1), 4=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-2-7 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIITPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard o russ cuss ype y y TREFELNER A PB2 Piggyback 2 1 Job Reference (optional) tsumers t-irstbource, viant ury, ru:rsbbb ti.2uu s dun 1z zuiu nm i eK maustnes, inc. wea Uct 31 ua:b4:41 zuis rage 1 ID:5OW92T7O62VsEmks1 CftboyQBwj-OwJ8dWMF4hpZfCJHtgdslpojOPrW7tODV4gOwmyNxnS 2-7-4 3-11-14 2-7-4 1-4-11 Us = 3 2x4 = 2x4 = Scale =1:8.3 Plate Offsets (X,Y)— [3:0-3-0,Edge), [4:0-1-14,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.10 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.6 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER - TOP CHORD '2x4 SP No.2 BOT CHORD ,2x4 SP No.3 REACTIONS. (lb/size) 2=241/3-2-13 (min. 0-1-8), 4=172/3-2-13 (min. 0-1-8) Max Horz 2=28(LC 16) Max Uplift2=-75(LC 12), 4=-50(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard o cuss toss ype y y TREFELNER A � T1 Jack -Closed 2 1 � o tional Job Reference Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2u18 MI I eK Inaustnes, inc. Wea uct 31 uu:o4:4z zui tl rage 1 ID:50W92T7062VsEmks1 CftboyQBw4-s7tWgsNtr_xQGMuURX85rOLLpSDsEcMkkPxSDyNxnR 1-6 0 4 5 5 8 0-14 13 4 7 18-7-15 24-3 0 26 3 0, 6 4-5-5 3-7-9 5-3-9 5-3 9 5-7-1 2-0-0 ' Scale = 1:65.7 ST1.5x8 STP= 3x6 = 3x4 = 34 = 3x8 0-,7,-8 8-0-14 8 5 0 16-0-3 24-3-0 0- -8 7-10-6 002 7-7-3 8-2-13 Plate Offsets (X,Y)-- [4:0-3-0,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.18 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.28 10-11 >677 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) -0.07 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 12x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD i2x4 SP No.2 end verticals. - WEBS 12x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 6-13, 7-10, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1469/0-8-0 (min. 0-1-12), 2=492/0-3-0 (min. 0-1-8), 15=1010/0-1-8 (min. 0-1-8) Max Horz 2=573(LC 12) Max Upliftl3=-446(LC 12), 2=-209(LC 8), 15=-519(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD j 2-3=-375/55, 3-16=-516/360, 4-16=-511/393, 4-5=-441/353, 5-6=423/414, 6-7=-605/7, 7-8=-269/72, 10-14=-318/615, 8-14=-318/615 BOT CHORD i 2-13=-498/387, 12-13=-423/517, 11-12=-423/517, 11-17=-296/379, 17-18=-296/379, 10-18=-296/379 WEBS 3-13=-582/461,4-13=-328/191,6-13=-1078/393,7-11=-180/330,7-10=-594/394, 8-15=-1011 /879 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-6-0 to 6-0-0, Interior(1) 6-0-0 to 26-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss jhas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Bearing atjoint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=446, 2=209. 15=519. LOAD CASES) Standard Job I russ I russ I ype Qty Ply TREFELNER_A TFGR1 Flat Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:43 2018 Page 1 ID:5OW92T7O62VsEmksl CftboyQBwj-KJRu2COVcl3HuVTg_FgKOEuyoDZsbf rmO9U7fyNxnQ 0-94 2-3-8 2-9-4 4-7-0 -9 4 01-6-4 0-5-12 1-9-12 1 4x6 _ HTU26 2 3x8 11 LUS26 3 Scale = 1:12.5 7 8 T1 ""I,) W2 W2 W1 W1 Wl FJ B1 55)(8_ 3x6 11 6 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1877/Mechanical, 4=1235/Mechanical Max Horz 6=-91(LC 4) Max Uplift6=-666(LC 4), 4=-444(LC 5) Max Grav6=2057(LC 15), 4=1333(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-2013/662, 1-7=-1326/421, 2-7=-1326/421, 2-8=-1326/421, 3-8=-1326/421, 3-4=-1289/440 WEBS 1-5=-549/1629, 2-5=-1996/663, 3-5=-549/1672 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=o.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=666, 4=444. 7) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 0-9-4 from the left end to connect truss(es) AT3 (1 ply 2x4 SP) to back face of top chord. 8) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 2-9-4 from the left end to connect truss(es) AT3 (1 ply 2x4 SP) to back face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) , Verb 7=-1322 8=-1318 osuss cuss ype y y TREFELNER_A I'll Valley 2 1 Job Reference (optional) Builders Rrst50urce, Plant Olty, FL 33566 8.200 a Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:44 2018 Page 1 ID:50W92T7062VsEmkslCftboyQBwj pV?HFYP7NcB8Wf2sYyBZwRQ5KdpOKE8fB2u2X5yNxnP 4-4-8 4-11-4 6 1 4-4-8 6-1 Scale=1:29.8 6 5 6x8 = 6x8 = 4-4-8 4-4-8 Plate Offsets (X,Y)-- 12:0-0-0,0-2-81, [3:0-0-8,0-2-81, [5:Edge,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) 0.01 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) 0.01 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 6=287/4-4-8 (min. 0-1-8), 5=287/4-4-8 (min. 0-1-8) Max Horz6=-284(LC 8) iMax Uplift6=-317(LC 8), 5=-317(LC 9) ,Max Grav6=385(LC 20), 5=385(LC 19) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 2-6=-284/453, 3-5=-284/453 BOT CHORD 5-6=-328/339 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=317, 5=317. LOAD CASE(S) Standard Job I russ I ruse I ype y y TREFELNER_A V2 Valley 2 1 Job Reference (optional) i a ID:50W92T7062VsEmks1CftboyQBw)-1u61gEQOvDRslzCFgND1?svvPiQWpo3vyZ 9cjNxn'N 0 6 1 4-4-8 -11 -6-1 4-4-6 -6-1 23x4 = 3 4 6 5 3x6 II 6x8 = Scale = 1:26.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) -0.01 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 36 lb FT = 20% LUMBER CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS.(lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/4-4-8 (min. 0-1-8) Max Horz 6=-257(LC 8) l Max Uplift6=-274(LC 8), 5=-274(LC 9) Max Grav6=297(LC 20), 5=297(LC 19) l FORCES. (lb5 -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-452/618, 3-5=-247/298 BOT CHORD I 5-6=453/467 WEBS 2-5=-436/436 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 8-1-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=274, 5=274. LOAD CASES) Standard Job I russ Iruss lype Qty Ply TREFELNER A V3 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:47 2018 Page 1 ID:5OW92T7O62VsEmksl CftboyQBwj-D4gPuaROgXZN7nRD4kGY42dGgs2XXX5t07i8QyNxnM r0-6-12 4-4-8 A-11-4, 0 6-12 4-4-8 0-6-12 23x4= 6 _5 3x6 II 6x8 Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.01 4- n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/4-4-8 (min. 0-1-8) iMax Horz 6=-225(LC 8) Max Uplift6=-240(LC 8), 5=-240(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-376/542, 3-5=-247/298 BOT CHORD 5-6=-396/409 WEBS 2-5=-356/356 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=240, 5=240. LOAD CASE(S) Standard Job I russ I cuss I ype Qty ply TREFELNER_A V4 Valley 2 1 Job Reference (optional) ow"un ri s vu"ue, r"arn Ly, rL-DU i r ID:5OW92T7062VsEmks1 CftboyQBwj-hGEn5wSeRgia_HMdnoFV4HbgOECHG?oF6gsFgsylTxnL V12 4-4-8 4-11-4 -12 4-4-8 0-6-12 1 2 3x4 = 3 4 6 5 6x8 = 3x6 II 4-4-8 Scale = 1:21.2 LOADING (PST) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.01 4 n/r 120 MT20 244/190 TCDL 15.6 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD I2x4, SP N0.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. i (lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/4-4-8 (min. 0-1-8) Max Horz 6=-193(LC 8) Max Uplift6=-21 1 (LC 8). 5=-211(LC 9) FORCES. (lb); -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-310/476, 3-5=-247/298 BOT CHORD 15-6=-340/350 WEBS 2-5=-285/285 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (eri,velope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=211, 5=211. LOAD CASE(S) Standard Job I russ I cuss I ype y y TREFELNER_A V5 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 a 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:50 2018 Page 1 ID:5OW92T7O62VsEmks1 CftboyQBwj-dfMYWbTuzSyIEaVOvDlzAigB82ulkw1 YZ_LMIlyNxnJ 0-6-12 4-4-8 4-11' 0-6-12 4-4-8 0-P 2 2 3x4 = 6 5 3x6 11 5x6 = 4-4-8 Scale=1:18.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30:0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.01 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 29 lb FT = 20% LUMBER- i BRACING - TOP CHORDI 2x4 SP No.2 TOP CHORD BOT CHORD' 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS.I (lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/44-8 (min. 0-1-8) Max Horz 6=-161(LC 8) Max Uplift6=-187(LC 8), 5=-187(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-254/421, 3-5=-247/298 BOT CHORD 5-6=-284/292 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss, has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=187, 5=187. LOAD CASE(S) Standard Job I russ I cuss I ype Qty TREFELNER_A V6 Valley 2 �PR 71Job Reference (optional) Builders FirstSource, Plant City, FL 33566 • 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:51 2018 Page 1 ID:5OW92T7O62VsEmksl CftboyQBwj-5rwoxUWkl49sk4CSwpCiwDLyRD_TNphoe5wHByNxnl 0-612 , 4-4-8 4-11 4 , 0-6-12 4-4-8 0-6-12 2 3x4 = 32x4 II A 2x4 11 3x4 = TT8- Scale=1:15.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.01 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. i(lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/4-4-8 (min. 0-1-8) Max Horz6=129(LC 11) !Max Uplift6=-166(LC 8), 5=-166(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD , 2-6=-248/375, 3-5=-247/298 Structural wood sheathing directly applied or 44-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=166, 5=166. LOAD CASE(S), Standard Job I toss I toss I ype Qty TREFELNER A V7 Valley 2 �Ply 1 Job Reference optional Builders FirstSource, Plant City, FL 33566 8.200 s Jun 12 2018 MiTek Industries, Inc. Wed Oct 31 09:54:52 2018 Page 1 ID:5OW92T7O62VsEmksl CftboyQBwj-a2TIxHV9U3COTufPOeKRF7mXlrZDCrTr1 IgTpdyNxnH -0-6-12 , 4-4-8 411 4 , 0-6 12 4-4-8 0-6.12 10 2 4x6 = 3 2x4 II a 2x4 11 46 = Scale=1:12.6 4-4-8 4-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 Vert(LL) -0.01 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL U * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 1010 Code FBC2017/TP12014 Matrix-P Weight: 25 lb FT = 20% LUMBER- , BRACING - TOP CHORD, 2x4 SP No.2 TOP CHORD BOT CHORD,, 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS.. (lb/size) 6=288/4-4-8 (min. 0-1 -8). 5=288/4-4-8 (min.0-1-8) Max Horz6=-97(LC 10) Max Uplift6=-151(LC 8), 5=-151(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-248/339, 3-5=-247/298 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=151, 5=151. LOAD CASE(S) Standard Job I russ Truss I ype Qty Ply TREFELNER_A V8 Valley 2 1 Job Reference (optional) ouuues ns,auu,ce, nan,'ny, "—... yQWgSjCpn ID:50W92T7062VsEmks1Cfto83MVKYrUFggID7U;.! Nyx=nF -0-6-12 4-4-8 4-11 4 0.6 12 4-4-8 0-6 12 1 4x6 = 2 J 2x4 11 Scale = 1:10.3 3 4 6 5 2x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 Vert(LL) -0.01 4 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.00 4 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ,(lb/size) 6=288/4-4-8 (min. 0-1-8), 5=288/4-4-8 (min. 0-1-8) 'Max Horz6=-65(LC 8) Max Uplift6=-139(LC 8), 5=-139(LC 9) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-248/314, 3-5=-247/298 Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=139, 5=139. LOAD CASE(S), Standard J o russ russ ype y y TREFELNER R1 Al ATTIC 10 1 Job Reference (optional) Builders FrstSource, Plant City, FL 33566 8.200 s dun i2 20i c Mi i ex industries, c. Fri » Feb n :ao:oa 2019 rage 1 I D:14izaac2bVkvZEOp_ZxgL7znC?V-2yv8AuGwAU7QeFIcUDquGXtLOAc4DA16CmnD7BznBvV -1-6-0 6-10-4 8 10-11 9 11-0-0 12-9-0 1 1 5 15-1-12 22-0-0 23-6-0 1-6 0 6-10-4 2-0 7 0 4 5 1-9 0 1-9 0 5 2-0 7 6 10 4 1-6 0 Scale=1:41.7 5x6 = WIMP- 6.00 12 15 2x4 II 13 �11 2x4 II 3 2x4 III 7 16 14 17 3x8 12 11 10 1C 2x4 II Sx6 = 3x8 2x4 II LOADING (psf) TCLL 30.0 TCDL 15.6 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017ffP12014 CSI. TC 0.89 BC 0.70 WB 0.62 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/deft Ud -0,42 11-12 >623 240 -0.72 11-12 >362 180 0.03 8 n/a n/a -0.18 11-12 564 360 PLATES GRIP MT20 244/190 Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. 132: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1458/0-4-8 (min. 0-1-8), 8=1458/0-4-8 (min. 0-1-13) ,Max Horz2=131(LC 11) 'Max Uplift2=-320(LC 12), 8=-320(LC 13) Max Grav 2=1 51 9(LC 2), 8=1519(LC 2) FORCES. (Ib)�- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2410f760, 14-15=-2223/763, 3-15=-2212/770, 3-4=-1931/807, 4-5=-265/779, 5-6=-268/779,6-7=-1931/804,7-16=-2210/766,16-17=-2223/759,8-17=2407/756 BOT CHORD 2-12=-448/1995, 11-12=-448/1995, 10-11=448/1995, 8-10=-448/1995 WEBS 7-11=-1/626, 3-12=-4/634, 4-13=-2877/1176, 6-13=-2877/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-6-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 18-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead; load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13; Wall dead load (5.Opsf) on member(s).7-11, 3-12 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 2 and 320 lb uplift at joint 8. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASES) Standard o toss toss ype y y TREFELNER R1 GES COMMON STRUCTURAL GA 2 1 Job Reference (optional) dullders hirst5ource, Flant [:tty, t-L 3Jbbb o.cuv s jun is —ro nii r- niuusurns, nip. ru rcu o i o reye r ID:14izaac2bVkvZEOp_ZxgiZznC?V _L1 vbZHAh6N8tYv?cetMLyzh9_HlhzWPf3GKC3znBvT -1-411 5-9-4 11-0-0 16-2-12 22-0-0 23-4-11 1 4 11 5-9-4 5-2-12 5-2-12 5-9-4 1 4 11 Scale = 1:39.8 46 = I$ 7-6-3 14-5-13 r 22-0-0 r 7-6-3 6.11-11 7-6-3 Plate Offsets (X,Y)— 1 [3:0-0-0,0-0-0], [4:0-2-0,0-0-8], [23:0-0-0,0-0-0], [25:0-0-0,0-0-0], [25:0-0-0,0-0-0], [26:0-0-0,0-0-0], [27:0-0-0,0-0-0], [29:0-0-0,0-0-0], [31:0-0-0,0-0-0], 133:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.30 6-.8 >879 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) 0.26 6-8 >986 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-10-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS ,2x4 SP No.3 be installed during truss' erection, in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 6=1337/0-4-8 (min. 0-1-9), 2=1337/04-8 (min. 0-1-9) Max Horz 2=131(LC 11) Max Uplift6=-599(LC 8), 2=-599(LC 9) FORCES. (lb)'- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-34=-2052/2559, 3-34=-1913/2573, 3-35=-1782/2529, 4-35=-1767/2549, 4-36=-1767/2548, 5-36=-1781/2529, 5-37=-1913/2573, 6-37=-2052/2559 BOT CHORD 2- 1 0=-2134/1725, 9-10=-1269/1153, 8-9=-1269/1153, 6-8=-2174/1725 WEBS 4-8=-1210/645, 5-8=463/487, 4-10=-1210/645, 3-10=463/487 NOTES- 1) Unbalanced!roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BC DL=3. Opsf,, h=20ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-5-8 to 6-0-8, Interior(1) 6-0-8 to 11-0-0, Exterior(2) 11-0-0 to 18-6-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the'bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 6 and 599 lb uplift at joint 2. LOAD CASE(S) Standard