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HomeMy WebLinkAboutMitek, truss info part 3 s q, Job Truss Truss Type Qty Ply T12279459 504927-GEM-TAYLOR D08 Common 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:09 2017 Page 1 ID:AogSCfVR90VAJacShtW RmrztOXU-T4CTSr_HYtTorxRSuXHE9jkZiSv6blOLpy?kQuySicO 6-5-7 11-0-0 15-6-9 22.0-0 6.5-7 4-6-9 4-6.9 6-5-7 4x4= Scale=1:38.6 3 6.00 12 15 16 2x4 II 2x4 II 2 4 14 17 1 5 Io 7 18 19 6 3x4= 5x6= 3x4= 3x4= 6-5-7 15-6-9 22-0-0 6-5-7 9-1-1 6-5-7 Plate Offsets(X Y)— [1:0-0-4 Edge] [5:0-0-4 Edge] [7:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.16 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.43 6-7 >613 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 HOrz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.08 6-7 >999 240 Weight:99lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=880/0-8-0,5=880/0-8-0 Max Horz 1=-229(LC 10) Max Uplift 1=-446(LC 12),5=-446(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1444/837,2-3=-1431/1012,3-4=-1454/1029,4-5=-1447/835 BOT CHORD 1-7=611/1347,6-7=334/861,5-6=-609/1221 WEBS 3-7=-4171755,2-7=371/406,3-6=-435/771,4-6=378/415 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24fh eave=41t;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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 446 lb uplift at joint 1 and 446 lb uplift at joint 5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. �I ®WARNING-Verity desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a ITUST system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12279460 504927-GEM-TAYLOR D09 Common 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:10 2017 Page 1 ID:AogSCfVR90VAJacBhtW RmrztOXU-xHmsfB_wJBbtT4OeRFoTiwGjzsFKKCcU 1 cllzLySicN -2-0-0 6-5-7 11-0-0 15-6-9 22-0-0 2-0-0 6-5-7 4-6-9 4-6-9 6-5-7 Scale=1:41.7 4x4= 4 21 18 6.00 Ll2 2x4 11 2x4 11 3 5 19 2x4 11 2x4 11 20 2 1 6 m �? 2x4 11 ja o 1 8 22 23 7 3x4= 5x6= 3x4= 3x4= 6-5-7 15-6-9 22-0-0 6-5.7 9-1-1 6-5-7 Plate Offsets(X Y)-- [1.0-2-2 0-1-0] [6.0-0-4 Edge] [8'0-3-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.16 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.43 7-8 >611 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 HOfz(TL) -0.04 2 n/a n1a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(LL) 0.08 7-8 >999 240 Weight:106lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=878/0-8-0,2=998/0-8-0 Max Horz 6=261(LC 11) Max Uplift 6—443(LC 12),2=608(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-1451/1026,5-6=-1444/833,2-3-1434/810,3-4=-1420/994 BOT CHORD 2-8=-553/1208,7-8=282/884,6-7=540/1373 WEBS 4-8=408l745,3-8=-366/402,4-7=-437l771,5-7=-377/413 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 11-0-0,Exlerior(2) 11-0-0 to 14-0-0 zone;cantilever left and fight exposed;C-C for members and forces&MW FRS 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 443 lb uplift at joint 6 and 608 lb uplift at joint 2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03,2016 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a WISs system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • a Job Truss Truss Type city Ply T12279461 504927-GEM-TAYLOR D10 Common Girder 1 2 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:11 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-PTKEtX?Y4Vjk5Ebr?yJi F8ptYGZu3W W eGGUrVnySicM 2-0-0 3-9-10 7-0-12 11-0-0 14- 11-4 18-2-6 22-0-0 2-0-0 3-9-10 3-3-2 3-11-4 3-11-4 3-3-2 3-9-16 Scale=1:40.9 5x6 11 5 5x6 5x6 6.00 12 4 6 3x4 i 3x6 3 7 2x4 I I 8 2 Iv I' 2x4 I I o 0 1 13 12 21 11 22 10 23 9 24 2x4 11 5x12 i 2x4 11 7x8= THD26 1 0x1 2 MT20HS= THD26 7x8= THD26 3x12 11 5x16 THD26-2 THD26 THD26 THD26 THD26 3-9-10 7-0-12 11-0-0 14-11-4 18-2-6 22-0-0 3-9-10 3-3-2 3-11-4 3-11-4 3-3-2 3-9-10 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-2-7 Edge] [8:0-3-7 0-3-0] [10:0-3-8 0-4-8] [12:0-3-8 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.56 Vert(LL) 0.30 10-11 >891 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert([L) -0.48 10-11 >549 240 MT20HS 187/143 BCLL 0.0 Rep Stress[nor NO WB 0.99 Horz(fL) 0.15 8 n/a nta BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:285 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 8=8784/0-8-0,2=6294/0-8-0 Max Horz 2=261(LC 7) Max Uplift 8=-4562(LC 8),2=-3414(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=13355/6956,3-4=-13336[7049,4-5=10130/5392,5-6=10131/5392, 6-7=-13650/7161,7-8=16597/8638 BOT CHORD 2-13=-6143/11914,1 2-1 3=-61 43/1 1 91 4,11-12=6140/11904,1 0-1 1=-6238/1 2 1 82, 9-10=-7671/14847,8-9=-7671/14847 WEBS 5-11=-4593/8729,6-11—4206/2258,6-10—2109/4163,7-10—3068/1649,7-9=1288/2585, 4-11=3834/2127,4-12=1968/3773,3-12=-375/262 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 4-12 2x4-1 row at 0-4-0 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=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft Cat. Il;Exp C;Encl.,GCpl=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise Indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tail 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 4562 lb uplift at joint 8 and 3414 lb uplift at joint 2. 9)Use USP THD26-2(With 16d nails into Girder&1 Od nails into Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to back face of bottom chord. 10)Use USP THD26(With 16d nails into Girder&NA9D nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 21-0-12 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LAWAAN/N0�1Yen7yaeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • 1 Job Truss Truss Type City Ply T12279461 504927-GEM-TAYLOR D10 Common Girder 1 2 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:11 2017 Page 2 I D:AogSCfVR90VAJac8htW RmrztOXU-PTKEtX?Y4Vjk5Ebr?yJiFBptYGZu3 W W eGGUrVnySicM LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-60,5-8=-60,2-8=-20 Concentrated Loads(lb) Vert:11_1458(B)10=-1466(B)12=-3040(B)18=-1401(B)21=-1458(B)22=-1458(B)23=-1466(B)24=-1453(B) 6 ®WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/082015 BEFORE USE Design valid for use only with MITek®connectors.,Thls design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appllcablllly of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279462 504927-GEM-TAYLOR E01 Roof Special Girder 1 3 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:13 2017 Pagel I D:AogSCfVR90VAJacBhtW RmrztOXU-LsS_IC 1 oc6zSKYkD7NMAKZu8g3CKXSGxkazyagySicK 2-0-0 2-8-0 4-8-0 9-10-0 13-10-11 16-9-7 19-8-0 2-0-0 2-8-0 2-0-0 5-2-0 4-0-11 2-10-12 2-10-9 Scale=1:36.4 4x6 II 5 4x6 6.00 FIT 5x6 i 6 4 5x6 i 3x4= 3 2x4 11 8 io CO 2 12 21 22 11 23 24 10 25 ��9 2x4 8x8= Bx8= 7x16� I,11 o THD26-2 THD26 THD26 THD26 7L><i O 1 13 9 4x6= 4x8= 2x411 6x6 6.00 F12 4.14112 7x8 2-8-0 4-8-0 9-10-0 13-10-11 16-9-7 19-8-0 2-8-0 2-0-0 5-2-0 4-0-11 2-10-12 2-1 0-9 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [7:0-2-1 0-3-8] [8:0-4-0 0-1-15] [9:0-3-0 Edge] [10:0-11-11 0-0-0] [11:0-4-0 0-4-12],[12:0-3-4,0-5-41,[13:0-2-8,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.41 11-12 >577 240 MT20 244/190 -TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.6611-12 >358 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.28 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Weight:366lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x6 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-12:2x6 SP DSS WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=6767/0-8-0,2=5413/0-8-0 Max Horz 2=237(LC 24) Max Uplift 8=-3514(LC 8),2=-2961(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 1 594/601 1,3-4=-20403/10694,4-511737/6179,5-6=-12263/6473, 6-7=-18202/9486,7-8=-1 4 92 5/776 8 BOT CHORD 2-1 3=-529 0/1 03 04,12-13=-5604/10927,1 1-1 2=-91 58/1 7625,1 0-1 1=-8352/1 6252, 7-10=-2887/3365,9-1 0=-704 7/1 364 9,8-9—6866/13280 - WEBS 3-13=-4857/2573,3-12=-4502/8542,4-12=-2860/5631,4-11=-7389/3982, 5-11=-5381/10328,6-11=5954/3144,6-10=-2626/5216,7-9=2564/1879 NOTES- 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 9-7 2x4-2 rows staggered at 0-4-0 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=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. i 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 3514 lb uplift at joint 8 and 2961 lb uplift at joint 2. 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to front face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 13-0-12 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1463 lb down and 765 lb up at 1nn5-0--1a1��2ppon bottom 1�{chord. The design/selection of such connection device(s)is the responsibility of others. LWARNTIVG�'Ver rles7gn p� arameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.'This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate Oils design Into the overall building design. Bracing Indicated Is to prevent Buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing'of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 9904 Parke East Blvd., Safety Information avaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279462 504127-GEM-TAYLOR E01 Roof Special Girder 1 3 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:13 2017 Page 2 I D:AogSCfVR9OVAJacBhtW RmrztOXU-LsS_IC 1 oc6zSKYkD7NMAKZu8g3CKXSGxkazyagySicK LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-8=-60,2-13=-20,12-13=-20,10-12=-20,9-10=20,8-9=-20 Concentrated Loads(lb) Vert:9=-1463(F)21=-3189(F)22=1458(F)23=-1458(F)24=-1458(F)25=-1463(F) l ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall py T building design. Bracing Indicated is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV Y� eW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 � � Job Truss Truss Type Qty Ply T12279463 504927-GEM-TAYLOR E02 Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:14 2017 Page 1 I D:AogSCfVR90VAJacBhtW RmrztOXU-p2OMVY1 QMQ5JyiJQg5tPsmRPyTgjG1 g4yDjV66ySicJ 2-0-0 2-8-0 4-8-0 9-0-0 10-8-0 15-0-0 17-0-0 19-8-0 , 21-8-0 -i 2-0-0 2-8-0 2-0-0 4-4-0 1-8-0 4-4-0 2-0-0 2-8-0 2-0-0 Scale=1:41.7 4x4= 4x4= 5 6 6.00 12 3x4 3x4 4 7 m 3x4 3x4 3 8 v 2x4 11 2x4 11 29 30 2 15 14 13 12 9 2x4 II o 2x4 15x6 5x6` 2x4 I I 2x4 II r? 0 1 4x4= 4x4= 10 d 16 11 3A= 5x6% 6.00 F12 5x6 zz 3x4= 2-8-0 4-5-0 9-0-0 10-8-0 15-0-0 17-0 0 19-8-0 22 81 0 2-0-0 4-4-0 1-8-0 4-4-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-0-4 Edge],[9:0-0-4 Edge],[10:0-2-2,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.20 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(LL) 0.10 12-13 >999 240 Weight:ii1 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 _ MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=903/0-8-0,9=903/0-8-0 Max Horz 2=229(LC 11) Max Uplift 2=558(LC 12),9—558(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1215/770,3-4=-2038/1268,4-5=-1177/788,5-6—1015/770,6-7=1177/776, 7-8=2038/1300,8-9=1215/765 BOT CHORD 2-16=-515/1100,15-16543/1174,14-15=929/1877,13-14=382/1015, 12-13—1003/1773,11-12=587/1096,9-11—557/1029 WEBS 3-16=-556/299,3-15=-467/895;4-15=-150/478,4-14=-925/643,5-14=-175/327, 6-13=169/327,7-13=-865/659,7-12=-164/432,8-12=502/854,8-11=-518/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 9-0-0,Extedor(2)9-0-0 to 10-8-0,Intedor(1)14-10-4 to 21-7-3 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 lb uplift at joint 2 and 558 lb uplift at joint 9. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1 010 312 0 1E BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not ��pptpp a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Iva I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279464 504927-GEM-TAYLOR E03 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:15 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-HEalju227jD9ZsucEoOeP_Y_txl?RhEBtS3eYySicl 2-0-0 2-8-0 4-8.0 7-0-0 12-8-0 15-0-0 17-0-0 19-8-0 21-8-0 2-0-0 2-8-0 2-0-0 2-4-0 5-8-0 2-4-0 2-0-0 2-8-0 2-0-0 Scale=1:42.0 5x8= NAILED NAILED 4x6= 5 29 30 6 3x4 i fill fin 3x4 6.00 12 4 7 3x8 i 4x4 m 3 8 0 2x4 11 `n 2x4 11 LJ 9 2x4 11 2 15 14 31 32 13 12 2x4 II o 2x4 11 _ d 1 6x8 MT20HS 6x6— NAILED NAILED 6x8 6x8 MT20HS� 10 =o 16 11 3x8= 6x8 MT20HS fioo 12 5x6 zz 3x8= 2-8-0 4-8-0 7-0 0 12-8-0 15-0-0 17-0-0 19=8-0 2-8-0 2-0-0 2-4-0 5-8-0 2-d-0 2-0-0 2-8-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0j [5:0-5-4 0-1=12] [10:0-2-2 0-1-0] [12:0-3-12 0-3-41 [15:0-3-12 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.27 13-14 >880 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.49 13-14 >482 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.23 9 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc puffins. 5-6:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. BOT CHORD 2x4 SP M 31 'Except` MiTek recommends that Stabilizers and required cross bracing 15-16,11-12:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1713/0-8-0,9=1713/0-8-0 Max Horz 2=-187(LC 23) Max Uplift 2=-985(LC 8),9=985(LC 8) Max Grav 2=1806(LC 29),9=1806(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2908/1388,3-4—5185/2361,4-5=-4148/1956,5-6=-3753/1825,6-7=-4105/1956, 7-8=-5086/2361,8-9=-2923/1388 BOT CHORD 2-16=1070/2641,15-16=-1125/2785,14-15=-1874/4640,13-14=-1551/3879, 12-13=-1874/4424,11-12_1125/2653,9-11=-1070/2515 WEBS 3-16=1346/607,3-15=-915/2259,4-15=341/881,4-14=-991/445,5-14=477/1442, 6-13—477/1388,7-13=-944/445,7-12_341/834,8-12=-915/2205,8-11—1284/607 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=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.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 985 lb uplift afjoint 2 and 985 lb uplift at joint 9. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x325')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)275 lb down and 260 lb up at 7-0-0,and 275 lb down and 260 lb up at 12-8-0 on top chord,and 622 lb down and 256 lb up at 7-0-0,and 622 lb down and 256 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)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 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03I201 S BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` 8 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 � 1 1 Job Truss THrupsGirder Type Qty Ply T12279464 504927-GEM-TAYLOR E03 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:15 2017 Page 2 ID:AogSCfVR90VAJacBhtW RmrztOXU-HEalju227jD9ZsucEoOeP_Y_txl?RhEBtS3eYySicl LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-6=60,6-10—60,16-23=-20,15-16=-20,12-15=-20,11-12=-20,11-26=-20 Concentrated Loads(Ib) Vert:5=-77(B)6=-77(B)14=530(B)13=-530(B)29=-77(B)30=-77(B)31=126(B)32=-126(B) i I 1 I � a I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors:TF Is design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Bits design Into the overall r�R a' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT ell" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i I i ? Job Truss Truss Type Qty Ply �79465 504927-GEM-TAYLOR EJ3 Jack-Open 10 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:17 2017 Pagel I D:AogSCfVR90VAJac8htW RmrztOXU-EdhV7a4JfLTtp92_MDQ6UP3wzgmGTSOW eBxAjRySicG -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:14.3 3 6.00 Fl2 m 12 m u� 2x4 2 m 4 2x4 II 11 1 3x4= 3-0-9 J 3-0-0 Plate Offsets(X Y)-- (1:0-2-2 0-1-0] (2-0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.01 4-10 >999 240 Weight:16lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=58/Mechanical,2=272/0-8-0,4=21/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-44(LC 12),2=262(LC 12) Max Grav 3=70(LC 17),2=272(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.opst;BCDL=5.Opsf;h=15ft;6=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 2-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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 44 lb uplift at joint 3 and 262 lb uplift at joint 2. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building-design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'MO 8T eke is always required for stabillty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNdI. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 j ' Job Truss Truss Type Qty Ply T12279466 504927-GEM-TAYLOR EJ5 Jack-Open 4 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05:17 2017 Pagel I D:AogSCfVR90VAJac8htW RmrztOXU-EdhV7a4JfLTtp92_M DQ6 UP3wCgi ETSO W eBxAjRySicG -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:19.2 3 6.00 12 m 0 m N N N 11 2x4 11 2 m 0 2x4 11 4 1 3x4= 5-0-0 5-0-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(L-) -0.02 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0:38 Vert(TL) -0.06 4-10 >912 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-AS Wind(LL) 0.05 4-10 >999 240 Weight:23lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=121/Mechanical,2=336/0-8-0,4=53/Mechanical Max Horz 2=239(LC 12) Max Uplift 3=-113(LC 12),2—261(LC 12) Max Grav 3=141(LC 17),2=336(LC 1),4=87(LC 3) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l70mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opst;h=15ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 113 lb uplift at joint 3 and 261 lb uplift at joint 2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17--7473 rev.10/0.W015 BEFORE USE. Design valid for use only with MITek0 connectors.;This design Is based only upon parameters shown,and Is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent W&kling of individual truss web and/or chord members only.Addiffonal temporary and permanent bracing MiTek` Is.always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Information available from Truss Plate Institi0e,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I � � 1 Job Truss Truss Type Qty Ply T12279467 504927-GEM-TAYLOR EJ7 Jack-Open 17 1 Job Reference(optional) _ Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:18 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-ipFtLw5xQebkQJdBvwxL1 cc_t4_NCvegtrhjFtySicF 7-0-0 7-0-0 Scale:1/2"=l' 3 6.00 FIT 12 11 2x4 11 2 m 0 2x4 111 1 4 3x4= 2x4 11 7-0-0 7-0-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-0-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.09 4-10 >969 360 MT20 244/190 TCDL .10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 4-10 >315 240 BCLL 0.0 Rep Stress Incr YES WO 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Wind(LL) 0.17 4-10 >494 240 Weight:29lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=182/Mechanical,2=410/0-8-0,4=79/Mechanical Max Horz 2=300(LC 12) Max Uplift 3=176(LC 12),2=-275(LC 12) Max Grav 3=21 O(LC 17),2=41 O(LC 1),4=123(LC 3) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)'-1-11-3 to 1-0-13,Interior(1)1-0-13 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 176 lb uplift at joint 3 and 275 Ito uplift at joint 2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. I f I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall s building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing M!Tek" , Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I . I � I ' 1 Job Truss Truss Type city Ply �79468 504927-GEM-TAYLOR EJ23 Diagonal Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:16 2017 Page 1 ID:AogSCfVR90VAJac8htWRmrztOXU-IR77wE3gu1 LOB?TooVvtxBWoYHOYk?8NOXCcA_ySicH 3-4-15 3-4-15 Scale=1:11.1 3 NAILED NAILED 9 4.24 F12 2 2x4 11 1 10 4 NAILED NAILED 2x4= 3-4-15 -- 3-4-15 Plate Offsets(X Y)-- [1:0-2-2 0-1-01 [2:0-3-5 Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 4-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=71/Mechanical,2=272/0-5-5,4=29/Mechanical Max Horz 2=132(LC 8) Max Uplift 3=52(LC 8),2=-252(LC 8) Max Grav 3=85(LC 26),2=272(LC 1),4=68(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever 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 52 Ito uplift at joint 3 and 252 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 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=60,4-6=-20 Concentrated Loads(lb) Vert:10=6(F=3,B=3) II ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®conneclors.lThis design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i I I Job Truss Truss Type Qty Ply T12279469 504927-GEM-TAYLOR EJ71 Jack-Open 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:18 2017 Page 1 ID:AogSCfVR9OVAJacBhtW RmrztOXU-ipFtLwSxQebkQJdBvwxL1 ccz64yuCvegtrhjFtySicF 7-0-0 7-0-0 Scale=1:23.5 2 6.00 12 8 7 1 3x4 f- 3 700 7-0-0 Plate Offsets(X Y)-- [1:0-2-10 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.09 3-6 >896 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 VertCTL) -0.29 3-6 >290 240 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Wind(LL) 0.20 3-6 >421 240 Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=278/0-8-0,2=191/Mechanical,3=87/Mechanical Max HorZ 1=210(LC 12) Max Uplift 1=87(LC 12),2=191(LC 12),3=-3(LC 12) Max Grav 1=283(LC 17),2=218(LC 17),3=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)370-0 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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 87lb uplift at joint 1,191 lb uplift at joint 2 and 3 lb uplift at joint 3. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.10/03,2015 BEFORE USE Design valid for use only with MITek®connectors:This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer mrist verify the applicability of design parameters and properly incorporate flits design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addilional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i � i i I Job Truss Truss Type Qty 1 Ply T12279470 504927-GEM-TAYLOR EJ73 Jack-Open 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:19 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-AOp FYG5ZByjb2TCNTeSaZgBGi UQdxLDp6VQGnJySicE 5-8-0 7-0-0 1-4 5-8-0 -0 Scale:1/2"=1' 4 2x4 11 3 6.00 12 14 13 2x4 11 2 mLi 0 2x4 11 1 6 5 3x4= 3x6 I I 2x4 11 5-8-0 5-8-0 1-4-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 6-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(fL) -0.06 6-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 HOrz(fL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.03 6-12 >999 240 Weight:33lb FT=20°! LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,6=0-8-0. (lb)- Max Horz 2=300(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5 except 2—227(LC 12),6=-259(LC 12) Max Grav All reactions 250 lb or less at joint(s)4,5 except 2=325(LC 1),6=525(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-253/128 WEBS 3-6=-418/610 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 6-11-4 zone;cantilever left and right exposed;porch right exposed;C-C for members and forces&MW FRS 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)4,5 except Qt=lb) 2=227,6=259. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with Iv11Tek®connectors.,It Is design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional Temporary and permanent bracing MITOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i i Job Truss Truss Type Qty Ply T12279471 504927-GEM-TAYLOR EJ74 Jack-Open 7 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:20 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-eCNemb6ByGrSgdnZ1 L_p61 hPrufOgpAzL9AgJmySicD -2-0-0 2-2-0 3-8-0 7-0-0_ 2-0-0 3-4-0 Scale:1/2°=1' 4- 6.00 12 `e 0 N 15 3x4= 3 14 0 2x4 11 6 2 4x4 0 2x4 11 1 74x4% 8.00 12. 3x4= 2x4 11 2-2-0 3-8-0 7-0-0 1-6-0 3-4-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2-Edge 0-0-4] [3:0-1-11 0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 5-6 >915 360 MT20 244/1190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.28 5-6 >292 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 5 n/a n1a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Wind(LL) 0.18 5-6 >456 240 Weight:33lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=155/Mechanical,2=429/0-8-0,5=119/Mechanical Max Horz 2=300(LC 12) Max Uplift 4=145(LC 12),2=-265(LC 12),5=-15(LC 12) Max Grav 4=178(LC 17),2=429(LC 1),5=153(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-12=-382/194 BOT CHORD 2-7=-482/433,6-7=-529/496,3-6=-396/428 WEBS 3-7=-216/353 NOTES- 1)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft L=2411t eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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)5 except Qt=lb) 4=145,2=265. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i I ' ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MlTekO connectors!This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inrss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Easf Blvd'. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i ti Job Truss Truss Type Oty Ply T12279472 504927-GEM-TAYLOR EJ75 Jack-Open 6 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:20 2017 Page 1 I D:AogSCfVR90VAJacBhtW RmrztOXU-eC Nemb6ByGrSgdnZ 1 L_p61 hRSueBgllzL9AgJmySicD -2-0-0 2-8-0 4-8-0 7-0-0 2-0-0 2-8-0 2-0-0 2-4-0 Scale:1/2"=1' 4 6.00 12 `O 0 N 44 i m 3 M 15 2x4 11 2 0 4x4 co i 0 2x4 11 7 1 4x4% 6.00 12 3x4= 2x4 11 2-8-0 4-8-0 7-0-0 28-0 200 24-0 Plate Offsets(X Y)— [1:0-2-2 0-1-0] [2:0-0-0 0-0-4] [3:0-1-15 0-0-0] [8:0-1-0 0-2-0] [8:0-0-13,0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(fL) -0.23 6-8 >355 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 HOrz(TL) 0.05 5 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.14 6-8 >600 240 Weight:34lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=137/Mechanical,2=430/0-8-0,5=146/Mechanical Max Horz 2=300(LC 12) Max Uplift 4=-131(LC 12),2=265(LC 12),5=-25(LC 12) Max Gram 4=157(LC 17),2=430(LC 1),5=181(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=386/173 BOT CHORD 2-7=-449/427,6-7=-606/596,6-8=-525/537 WEBS 7-8=-1 861298 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 6-11-4 zone;cantilever left and fight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate'gfip DOL=1.60 2)This truss has been designed for a 10.0 lost 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)5 except(jt=lb) 4=131,2=265. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i i I ' I ®WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. 'lY� Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify The applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute;218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty Ply T12279473 504927-GEM-TAYLOR G01 Common Girder 1 2 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:21 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-6OxOzx7pjZzJHnMmb3V2eFEVVI?mP6c6ZpvNsCySicC -2-0-0 4-0-4 7-6-0 10-11-12 15-0-0 2-0-0 4-0-4 3-5-12 3-5-12 4-0-4 Scale=1:28.0 4x8 4 6.00 12 2x4\\ 2x4 3 5 6 2x4 I 2 is '3 2x4 I I 0 O 8 7 16 17 1 3x4= 3x4= 8x8= THD26 THD26 5x6= 3x4= THDH26-2 2x4 II 5-6-8 9-5-8 15-0-0 5-6-8 3-11-0 5-6-8 Plate Offsets(X Y)-- (1:0-2-2 0-1-0] ]2:0-0-12 Edge] [6:0-2-8 0-0-1] (7:0-4-0 0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.18 7-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 VertCTL) -0.28 7-13 >649 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code.FBC2014/TPI2007 Matrix-MS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc puffins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 6=4924/0-8-0,2=2436/0-8-0 Max Horz 2=188(LC 7) Max Uplift 6=-2744(LC 8),2=-1477(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4763/2690,3-4=-4645/2659,4-5=-7884/4545,5-6=-8057/4603 BOT CHORD 2-8=-2327/4234,7-8=-2236/4142,6-7=-4082/7249 WEBS 4-7=-3519/6119,5-7=-410/312,4-8=-321/442 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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)except Qt=lb) 6=2744,2=1477. 8)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 9-5-8 from the left end to connect truss(es) to front face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 11-4-12 from the left end to 13-4-12 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,2-6=20 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/08/2015 BEFORE USE. Design valid for use only with MITek®connectors.'This design Is based only upon parameters shown,and Is for an Individual building component,not a IF=system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T12279473 504927-GEM-TAYLOR Got Common Girder 1 2 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05:22 2017 Page 2 I D:AogSCfV R90VAJac8htW RmrztOXU-aaVO BHBR Ut5AvwwyBmOH BSmgFhL?8ZrFoTfwOeySicB LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7—3363(F)16=-1373(F)17=-1308(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.ITtils design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek( Is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i i i I I Job Truss Truss Type Qty Ply T12279474 504927-GEM-TAYLOR G02 Common 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:22 2017 Page 1 I D:AogSC1V R90VAJacShtW RmrztOXU-aaVOBHBRUt5AvwwyBmOH BSmmxhPJ8iaFoTfwOeySicB -2-0-0 7-6-0 15-0-0 2-0-0 7-6-0 7-6-0 Scale=1:28.9 4x6= 3 6.00 F12 17 16 18 15 2x4 11 4 2 n I I Io 1� 2x4 11 0 1 ><15 2x4 I x4= 4x4= 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-01 [2:0-0-4 Edge1 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.04 5-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.12 5-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.05 5-11 >999 240 Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No-2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=598/0-8-0,2=718/0-8-0 Max Harz 2=188(LC 11) Max Uplift 4=-301(LC 12),2_467(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. , TOP CHORD 2-3=-741/457,3-4=740/479 BOT CHORD 2-5=247/578,4-5=-247/578 WEBS 3-5=0/299 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 7-6-0,Exterior(2)7-6-0 to 10-6-0 zone;cantilever left and right exposed;C-C for members and forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 4=301,2=467. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 j i lit i I Job Truss Truss Type Oty I Ply T12279475 504927-GEM-TAYLOR G03 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 S Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:24 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-WzcBbzgiOUMu8E4LGB2iGts7SV23ccTYFn81 SXySic9 -2-0-0 5-0-0 10-0-0 15-0-0 17-0-0 2-0-0 5-0-0 5-0-0 5-0-0 2-0-0 Scale=1:31.5 3x4= 26 4 27 NAILED 5x8 NAILED 5x8 NAILED NAILED 3 NAILED NAILED 23 22 6.00 F12 0 N 6 2 M I�lh 61 9 24 25 8 7 O 4x4= NAILED NAILED 4x4— 5-0-0 10-0-0 15-0-0 5-0-0 5-0-0 5-0-0 Plate Offsets(X Y)— [1:0-2-2 0-1-0] [3-0-3-8 Edge] [4:0-2-0 Edge] 15:03-8 Edge] [7-0-2-2 0-1-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL - 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(fL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:75lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-3-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=74610-8-0,6=746/0-8-0 Max Horz 2=197(LC 7) Max Uplift 2=-592(LC 8),6=-592(LC 8) Max Grav 2=1262(LC 36),6=1262(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2176/685,3-5=1680/540,5-6=-2174/685,3-4=296/226,4-5—297/227 BOT CHORD 2-9=482/2001,8-9=490/1962,6-8=-485/2005 WEBS 3-9=272/604,5-8=2721604 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=592,6=592. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)481 lb down and 360 lb up at 5-0-0,and 481 lb down and 360 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 11) 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,5-7=-60,16-19=-20,3-4=-60,4-5=-60 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 01-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a trues system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall � i - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T12279475 604927-GEM-TAYLOR G03 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:24 2017 Page 2 I D:AogSCfV R90VAJac8htW RmrztOXU-W zc8bz9iOUMu8E4LGB21Gts7sV23ccTYFn81 SXySic9 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-61(B)5=-61(B)9=132(13)8=132(B)22=-5(B)23=-5(B)24=33(B)25=-33(B)26=-61(B)27=61(B) I , i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev,1010MO15 BEFORE USE. � Design valid for use only with MITeM connectors!This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer Must verity the applicability of design paramelers and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual.truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply T12279476 504927-GEM-TAYLOR HJ2 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:24 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-W zc8bz9iOUMu8E4LGB21Gts2wV5W cd7YFne 1 SXySic9 3-6-6 - 3-6-6 Scale=1:13.1 3 4.24 12 NAILED 11 2x4 11 2 0 12 4 2x4 11 NAILED 1 3x4= 2x4 11 3-6-6 3-6-6 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-1-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(ILL) -0.05 4-10: >920 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.02 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrzCTL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=43/Mechanical,2=328/0-10-15,4—1/Mechanical Max Horz 2=165(LC 24) Max Uplift 3=-43(LC 5),2=41 O(LC 8),4=-23(LC 17) Max Grav 3=75(LC 28),2=362(LC 28),4=95(LC 24) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)3,4 except Qt=lb) 2=410. 6)"NAILED"indicates 3-1Od(0.148"x3°)or 2-12d(0.1 48"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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-8=-20 Concentrated Loads(lb) Vert:11=35(F)12=40(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. �• Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addilional temporary and permanent bracing MTN( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd., Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 1 i Job Truss Truss Type Qty Ply T12279477 504927-GEM-TAYLOR HJ3 Diagonal Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:0525 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-?9AXpJAKnoUlmOfXquZ_p5ODgvNzL4NiURtb?zySic8 4-2-3 -- 4-2-3 Scale=i:14.2 3 a v 0 4.24 FIT NAILED NAILED 11 � N 2x4 II 2 0 12 4 2x4 I NAILED 1 NAILED 3x4= 2x4 II 4-2-3 4-2-3 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-1-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 4-10 >484 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.06 4-10 >866 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.OD Horz(fL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=56/Mechanical,2=290/0-10-15,4=2/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-61(LC 8),2=-429(LC 8),4=-36(LC 17) Max Grav 3=106(LC 28),2=434(LC 28),4=120(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever 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 100 lb uplift at joint(s)3,4 except Qt=lb) 2=429. 6)"NAILED"indicates 3-1 Od(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=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,4-8—20 Concentrated Loads(lb) Vert:11=70(F=35,13=35)12=79(F=40,B=40) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall Mew building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I VA1 Ye w Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety information available from Truss Plate institute,218 N.Lee Sheet,Sulte'312,Alexandria.VA 22314. Tampa,FL 33610 1 I Job Truss Truss Type Qty Ply T12279478 504927-GEM-TAYLOR HJ5 Diagonal Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:27 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-xYIHE?Cal PkT?ipvxdcSuWTZ9iO4puJ?ylMh3sySic6 -2-9-15 3-8-10 7-0-2 2-9-15 3-8-10 3-3-8 Scale=1:18.9 4 NAILED NAILED 4.24 12 15 3x4 3 NAILED NAILED 14 2 2x4 III 2x4 11 16 17 6 4x4= NAILED NAILED 3x8= 1 7 5 3x6 I I NAILED 2x4 II 2-3-9 2-9-3 7-0-2 _ -- 2-3-9 1}5-10 4-2-15 Plate Offsets(X Y)-- [1:0-2-2 0-1-01 [2:0-2-4 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 6-7 >497 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) 0.08 6-7 >638 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=64/Mechanical,7=958/0-11-5,6=305/Mechanical Max Horz 7=240(LC 8) Max Uplift 4=-84(LC 8),7=-1235(LC 8),6=-357(LC 17) Max Grav 4=129(LC 28),7=1187(LC 31),6=400(LC 24) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1475/1306 BOT CHORD 2-7=-1199/1493,6-7=-1199/1253 WEBS 3-7=-947/1055,3-6=-1292/1236 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)n/a 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)4 except Qt=lb) 7=1235,6=357. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-11=20 Concentrated Loads(lb) Vert:14=-144(F=-72,B=72)15=100(B)16=-97(F=-49,B—49)17=147(F=1,B=145) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.,lhls design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall y� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Itl p�ffel( Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfilule.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279479 504927-GEM-TAYLOR HJ32 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:26 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-TMkvOfByY6ccOYEjNc4DLIxOQJnR4Xdrj5d8XPySic7 3-2-2 3-2-2 Scale=1:12.4 3 NAILED NAILED 4.24 F12 11 o_ u� 2x4 11 2 12 4 2x4 I I NAILED NAILED 1 3x4= 2x4 11 3-2-2 3-2-2 Plate Offsets(X,Y)-- [1:0-2-2 0-1-01 [2:0-0-9 0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.04 4-10 >884 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.02 4-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly,,applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=29/Mechanical,2=329/0-10-15,4=10/Mechanical Max Horz 2=158(LC 24) Max Uplift 3=-38(LC 5),2=-421(LC 8),4=-36(LC 17) Max Grav 3=71(LC 24),2=358(LC 28),4=123(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VUII=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.16;MW FRS(directional);cantilever 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 100 lb uplift at joint(s)3,4 except Qt=lb) 2=421. 6)"NAILED"indicates 3-1Od(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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-8=-20 Concentrated Loads(Ib) Vert:11=35(B)12=33(F=-7,13=40) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.101OM15 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i 1 ' rf Job Truss Truss Type Qty Ply T12279480 504927-GEM-TAYLOR HJ71 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc- Mon Oct 16 22:05:28 2017 Page 1 I D:AogSCfV R90VAJac8htW RmrztOXU-Pksf RLCC3jsJdrO6V 17hRjOgf6V9YOL8AP6FblySic5 -2-9-15 5-1-3 7-11-7 9-9-5 2-9-15 5-1-3 2-10-3 1-9-14 6 Scale=1:25.4 NAILED 2x4 II NAILED 5 16 4.24 12 NAILED 2x4 NAILED 4 15 0 � or d. NAILED m NAILED 3 2x4 11 2 2x4 11 4x4— 17 18 1 9 NAILED NAILED 8 7 3x8 1 I NAILED 3x4= 2x4 11 NAILED 1-1-6 1-7-1 7-11-7 9-9-5 1-1-6 5-70 6-4-6 1-9-14 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [3:0-0-10 0-1-12] [9:0-0-7 Edge] [9:0-0-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.11 8-9 >685 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.06 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) 0.05 6 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)9=0-11-5,8=0-11-5. (lb)- Max Horz 9=299(LC 8) Max Uplift All uplift 100 lb or less at joints)6 except 7=-121(LC 24),9=-586(LC 8),8=194(LC 5) Max Grav All reactions 250 lb or less at joint(s)6,7 except 9=639(LC 31),8=554(LC 24) FORCES. (lb)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. TOP CHORD 2-3=-789/260,3-4=575/144 BOT CHORD 2-9=184l742,8-9—168/443 WEBS 3-9_501/650,5-8=341/381,4-8=-515/195 NOTES- 1)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever 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 100 lb uplift at joint(s)6 except Qt=lb) 7=121,9=586,8=194. 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=60,7-12=20 Concentrated Loads(lb) Vert:3=35(B)15=40(F)16=-36(B)17=45(F=43,B=1)18=-12(F=13,B=-25) �e ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall met building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quallly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279481 504927-GEM-TAYLOR HJ75 Diagonal Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:29 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-txQ 1 fgDgq 1_AF?zl3kewzxZvf W I_Hrm H P3ro8kySic4 -2-9-15 3-8-8 6-6-7 9-10-1 2-9-15 3-8-8 2-9-15 3-3-10 Scale=1:25.2 5 NAILED NAILED 3x4 18 4 4.24 12 NAILED v NAILED N 3x4% 17 d. 3 NAILED NAILED 16 2x4 11 2 8 21 7 0 5x6 3x4= 20 NAILED o 2x4 II 19 9 NAILED NAILED 1 171 NAILED 4x4— 5x6::::NAILED 4.24 12 NAILED 2x4 11 3-8-8 6-6-7 9-10-1 3-8-8 2-9-15 3-3-10 Plate Offsets(X Y)— (1:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.08 9-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(rL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=75/Mechanical,2=509/0-10-15,7=432/Mechanicai Max Horz 2=300(LC 24) Max Uplift 5=-71(LC 8),2=-501(LC 8),7=-183(LC 5) Max Grav 5=78(LC 28),2=780(LC 28),7=541(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-13861301,3-4=-1223/375 BOT CHORD 2-9=-399/1104,8-9=-409/1166,7-8=-406/1023 WEBS 4-8=-146/658,3-8=-219/335,4-7=1128/448 NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)rVa 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 five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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)5 except Qt=lb) 2=501,7=183. 7)"NAILED"Indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 6)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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,9-13=-20,8-9=20,6-8=20 Concentrated Loads(lb) Vert:16=70(F=35,B=35)19=79(F=40,B=40)20=5(F=2,B=2)21=221(F=-111,B=111) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors:This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiT eW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i I Job Truss Truss Type city Ply T12279482 504927-GEM-TAYLOR Kot Monopitch 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:29 2617 Page 1 I D:AogSCf VR90VAJac8htW RmrztOXU-txQ 1 fgDgq 1_AF?zl3kewzxZybW nZHtmH P3ro8kySic4 2-0-0 7-6.0 9-4-0 2-0-0 7-6-0 1-10-0 Scale=1:26.3 5x6= 3 3x4 4 6.00 12 14 m N M 13 2x4 II 2 CO I A 2x4 11 6 1 63x4= 5 3x6 11 4= 7-6-0 - 9-4-0 7-6-0 1-10-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-0-12 Edgel LOADING(psi) SPACING- 2-0-0 CSI., DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 6-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.20 6-12 >555 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-AS Wind(LL) 0.10 6-12 >999 240 Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=496/0-8-0,5=355/Mechanical Max Horz 2=265(LC 12) Max Uplift 2=-339(LC 12),5=-194(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-327/165,4-5=-480/418 WEBS 3-6=202/352,4-6=440/520 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24f;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 7-&0,Exterior(2)7-6-0 to 9-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi 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) 2=339,5=194. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll--7473 rev,10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from.Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279483 504927-GEM-TAYLOR K02 Monopitch 1 1 Job Reference(optional) Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:30 2017 Page 1 I D:AogSCfV R90VAJacBhtW RmrztOXU-L7_QsOESbK61 s9YUcS99W B57xw5xOHORejbMgBySic3 -2-0-0 7-11-8 2-0-0 7-11-8 1-4-8 Scale=1:30.0 Bx12 MT20HS 11 2x4 11 3 4 LLJ 6.00 12 14 2x4 11 13 2x4 11 2 m 2x4 11' 0 1 6 5 6x6= 4— 3x6 11 7-11-8 9-4-0 7-11-8 1-4-8 Plate Offsets(X Y)— [1:0-2-2 0-1-0] [2:0-0-8 Edge] [3:0-2-7 Edge] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.09 6-12 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(rL) -0.26 6-12 >422 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.12 6-12 >884 240 Weight:53lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=355/Mechanical,2=496/0-8-0 Max Horz 2=331(LC 12) Max Uplift 5=-219(LC 12),2=-314(LC 12) Max Grav 5=378(LC 17),2=499(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-300/43 WEBS 3-6=42/423,3-5=804/698 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 7-11-8,Exterior(2) 7-11-8 to 9-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=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.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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 5=219,2=314. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.laV3I2015 BEFORE USE. Design valid for use only with MITek®connectors.,This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify,the applicability of design parameters and property Incorporate this design Into the overall �rR building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I V i4 eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply T12279484 504927-GEM-TAYLOR K03 Monopitch 1 1 Job Reference(optional) Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:31 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-pJXo3MF5MeEuUJ7hA9gO2MeJZKQ2lkoasNKvCdySic2 4-9-8 9-4-0 4-9-8 4-6-8 Scale=1:31.6 2x4 11 4 6.00 12 13 2x4 3 12 2x4 I 2 m i 2x4 11 0 1 5 4x4 O 5x6= 2x4 11 9-4-0 9-4-0 -- Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-3-2 0-2-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.16 5-11 >684 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.40 5-11 >273 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) -0.03 5-11 >999 240 Weight:50lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=496/0-8-0,5=355/Mechanical Max Harz 2=368(LC 12) Max Uplift 2—296(LC 12),5=-236(LC 12) Max Grav 2=496(LC 17),5=398(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-416/139 BOT CHORD 2-5=399/426 WEBS 3-5=-446/436 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B--45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 9-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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)except 01=1b) 2=296,5=236. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.,This design Is based only upon parameters shown,and Is for an Individual building component,not a miss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �q T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 9 V N� eV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btv& Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279485 504927-GEM-TAYLOR K04 Monopitch 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:31 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-pJXo3MF5MeEuUJ7hA9gO2MeJgKShcl IasN KvCdySic2 2-0-0 4-5-4 8-4-0 9-4-0 2-0-o 4-5-4 3-10-12 1-0-0 Scale=1:30.4 48= 2x4 11 4 5 6.00 F12 2x4-Z�- 15 3 2x4 11 14 2x4 11 2 CO 2x4 I 6 1 7 6 4x4= 3x4= 6x6= 8-4-0 8-4-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [4.0-5-4 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.09 7-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.23 7-13 >481 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) -0.03 7-13 >999 240 Weight:60lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD -Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=355/Mechanical,2--196/0-8-0 Max How 2=343(LC 12) Max Uplift 6=-224(LC 12),2=-308(LC 12) Max Grav 6=384(LC 17),2=499(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=424/176 BOT CHORD 2-7=-404/426 WEBS 4-7=-47/561,4-6=-531/364,3-7_384/383 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1511;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 8-4-0,Exterior(2)8-4-0 to 9-2-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 6=224,2=308. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,-erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 + � k Job Truss Truss Type Qty Ply T12279486 504927-GEM-TAYLOR K05 Monopitch 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:32 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-HW 5AHiFj7yM16ThtksBdbZBUQjpW U3Mk514Sl3ySic1 -2-0-0 6-4-0 8-8-0 9-4-0 2-0-0 6-4-0 2-4-0 0-8-0 Scale=1:26.2 4x4 11 4x6= 4x4= 6 3 4 6.00 12 5 16 3x6 i m rb 15 2x4 11 2 m 0 2x4 11 1 8 7 2x4 11 3x4= x4= 2x4 11 6-4-0 _ 9-4-0 6-4-0 3-0-0 Plate Offsets(X Y)-- [1:0-2-2,0-1-0], 7:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 8-14 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(fL) -0.23 8-14 >472 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Wind(LL) 0.15 8-14 >724 240 Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=355/Mechanical,2=496/0-8-0 Max Horz 2=297(LC 12) Max Uplift 7=-205(LC 12),2=-328(LC 12) Max Grav 7=363(LC 17),2=498(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=332/109,3-4=551/494,4-5=-488/531,6-7=-293/294 BOT CHORD 2-8=250/258 WEBS 3-5=135/290 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpl=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 6-4-0,Exterior(2)6-4-0 to 8-8-7 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 7=205,2=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1010312015 BEFORE USE. Design valid for use only with MI1ek®connectors.This design Is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate.this design Into the overall gal building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.! Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I i i . 1 Job Truss Truss Type Qty Ply T12279487 504927-GEM-TAYLOR K06 Monopitch 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:33 2017 Page 1 I D:AogSCfVR90VAJacBhtW RmrztOXU-mifYU2GLuFUcjdG31ajs8njb97AhDYKtKhpOHVySicO -2-0-0 4-4-0 6-8-0 9-4-0 2-0-0 4-4-0 2-4-0 2-8-0 Scale=1:25.4 4x6 11 6 4x4= 4x4= 3 16 4 6.00 12 5 m T 3x6 N 15 2x4 11 2 m 0 2x4 II 8 7 1 3x4= 2x4 11 3x4 I I 2x4 11 4-4-0 6-8-0 9-4-0 4-4-0 2-4-0 2-8-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:Edge 0-0-41 [6:0-3-11 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) -0.09 8 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.22 8 >491 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.18 8-14 >619 240 Weight:47lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=355/Mechanical,2=496/0-8-0 Max Horz 2=297(LC 12) Max Uplift 7=-205(LC 12),2=-328(LC 12) Max Grav 7=370(LC 17),2=496(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=401/181,3-4=586/500,4-5=-538/548,6-7=276/363 BOT CHORD 2-8—390/378 WEBS 3-5=-107/262 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 4-4-0,Extedor(2)4-4-0 to 6-8-7 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)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(jt=lb) 7=205,2=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.;This design is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 _ Job Truss Truss Type City Ply � 504927-GEM-TAYLOR K07 Monopitch Girder 1 1 Job Reference(optional) T12279488 Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05:34 2017 Pagel I D:AogSCfVR90VAJac8htW RmrztOXU-EuDwiOHzfZcTLmrGrHE5g_GsnXUry4rl ZLZZpyySic? 2-0-0 2-4-0 4-8-0 9-4-0 2-0-0 2-4-0 2-4-0 4-8-0 Scale=1:25.3 2x4 II 5 NAILED 4x4= 4x4= 3 4 r 6.00 rl2 m b 2x4 11 2 0 2x4 11 7 3x4= 6 1 NAILED 4x4= 3x4= 2x4 11 2-4-0 9-4-0 22 4-0 7-0-0 Plate Offsets(X Y)-- [1:0-2-2 0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.06 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.15 6-7 >718 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(fL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.02 6-7 >999 240 Weight:52lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=355/Mechanical,2=496/0-8-0 Max Horz 2=297(LC 8) Max Uplift 6=-215(LC 8),2=-356(LC 8) Max Grav 6=415(LC 28),2=588(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-783/183,3-4=-700/177 BOT CHORD 2-7=278/708,6-7=383/790 WEBS 4-7=-200/321,4-6=-791/385 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever 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 five 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 at=lb) 6=215,2=356. 7)"NAILED"Indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=60,4-5=-60,6-11=-20 ®WARNING-Verify design parameters and READ NOTES ON IRIS AND INCLUDED MTFE'K REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.-This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.' Safety Information available 6om Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 �I Job Truss Truss Type Qty Ply ' T12279489 504927-GEM-TAYLOR L01 Roof Special Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:35 2017 Page-1 I D:AogSCfV R90VAJac8htW RmrztOXU-i5nlvklbQtkKzwQSP?IKDCp2lxtQhbLAn?17LOySic_ 1-10-10 3-5-11 6-11-6 8-10-0 1-10-10 3-5-11 3-5-11 1-10-10 Scale=1:20.0 NAILED 4x4= NAILED NAILED 3 NAILED 4.24 F12 NAILED NAILED 16 15 Cd 4 2 2x411 2x411 IoV 5 1 17 6 18 NAILED 2x4 I NAILED NAILED NAILED NAILED 3x4= NAILED 3x4= 3-5-11 6-11-6 3-5-11 3-5-11 Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [5:0-2-2 0-1-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 6-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.03 6-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=402/0-5-5,4=402/0-5-5 Max Harz 2=54(LC 6) Max Uplift 2=-290(LC 8),4=-290(LC 8) Max Grav 2=503(LC 29),4=503(LC 30) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1004/100,3-4=1004/106 BOT CHORD 2-6=-93/1020,4-6=93/1020 WEBS 3-6=0/313 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;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 Ot=lb) 2=290,4=290. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidiines. 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=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=60,3-5-60,9-12=-20 j Concentrated Loads(lb) Vert:6=-18(F-9,B=-9)3=-22(F=-11,B-11)17=6(F=3,B=3)18=6(F=3,B=3) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.101012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a trim system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and 1nr55 systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279490 504927-GEM-TAYLOR Vol GABLE 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:35 2017 Page 1 ID:AogSCfVR9OVAJac8htW RmrztOXU-i5nlvklbQtkKzwQSP?IKDCp07xv8hb6An?17L0ySic_ 4-4-8 8-9-0 4-4-8 4-4-8 Scale=1:16.5 4x4= 2 6.00 F12 6 7 8 5 3 1 a a 0 6 o � 4 2x4 2x4 12x4 890 8-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC, 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matfix-P Weight:28lb 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.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=151/8-9-0,3=151/8-9-0,4=297/8-9-0 Max Harz 1=-78(LC 10) Max Uplift 1=-100(LC 12),3=100(LC 12),4=103(LC 12) Max Grav 1=151(LC 1),3=158(LC 18),4=297(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-203/268 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-8,Extefior(2)4-4-8 to 7-4-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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 pst 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 Ito uplift at joint(s)except Qt=lb) 1=100,3=100,4=103. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-77473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.,this design Is based only upon parameters shown.and is for an Individual building component;not a Irtm system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd; Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Oty Ply T12279491 504927-GEM-TAYLOR V02 Valley 2 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:36 2017 Page 1 ID:AogSCfVR90VAJacBhtW RmrztOXU-AHLh74JDBAsBa4?eziGZIPLHRLGM025JOf2gtgySibz 2-0-0 2-0-0 Scale=1:7.8 6.00 F12 Sx6 i 2 1 v a 0 3 2x4 i Plate Offsets(X Y)-- [2:0-1-15 0-0-0] [2:0-8-9 0-1-41 [3:0-1-9 0-0-13j LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n1a n/a BCDL 10.0 Code FBC2014/TPf2007 Matrix-P Weight:6lb FT=20% LUMBER- ' BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=49/1-11-8,3=49/1-11-8 Max Horz 1=37(LC 12) Max Uplift 1—15(LC 12),3=-34(LC 12) Max Grav 1=50(LC 17),3=55(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave--lft;Cat. ll;Exp C;Encl.,GCpl=0.18;MWFRS(directional)and C-C Extefior(2)zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.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 Ito uplift at joint(s)1,3. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.,This design is based only upon parameters shown,and Is for an Individual building component,not a Irtm system.Before use,The building designer must verify the applicability of design parameters and property Incorporate this design into the overall buliding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I I Job Truss Truss Type Oty Ply T12279492 504927-GEM-TAYLOR V03 Valley 2 1 Job Reference(optional)' Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:36 2017 Page 1 ID:AogSC1VR90VAJac8htW RmrztOXU-AHLh74JDBAsBa4?eziGZIPLC?LFi025JOf2gtgySibz 4.0-0 4-0-0 Scale=1:12.8 2 2x4 11 6.00 F12 1 a 6 3 2x4 i�- 2x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=129/3-11-8,3=129/3-11-8 Max Horz 1=98(LC 12) Max Uplift 1=41(LC 12),3=-90(LC 12) Max Grav 1=131(LC 17),3=144(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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)1,3. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.10/012015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T12279493 504927-GEM-TAYLOR VO4 GABLE 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:38 2017 Page 1 ID:AogSCfV R90VAJac8htW RmrztOXU-6fSRXl KUjn6vg0914711 rgRa?8xZuxYcTyXnxjySibx 12-2-8 24-5-0 12-2-8 12-2-8 4x4= Scale=1:42.2 6 5 7 6.00 F12 22 23 4 6 3 9 10 2 24 21 11 1 a a 0, o 0 0 3x4 i � 20 19 16 17 16 15 14 13 12 3x4� 5x6= 24-5-0 24-5-0 Plate Offsets(X Y)-- [16.0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25. BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-S Weight:119lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-5-0. (lb)- Max Horz 1=-242(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,11,19,13 except 17=-109(LC 12),18=122(LC 12), 20=-203(LC 12),15=109(LC 12),14=-122(LC 12),12=203(LC 12) Max Grav All reactions 250 lb or less at joints)1,11,16,17,18,19,15,14,13 except 20=326(LC 17), 12=326(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6—133/275,6-7=133/275 WEBS 2-20=-242/296,10-12=-242/296 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l7omph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 12-2-8,Exterior(2)12-2-8 to 15-2-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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)1,11,19,13 except Qt=lb)17=109,18=122,20=203,15=109,14=122,12=203. ®WARNING.Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE R Design valid for use only with MiTek®connectors:This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�r bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Itl9i eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'fabrication,storage,delivery,erection and bracing of trusses and truss systems;seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I III I Job Truss Truss Type aty Ply T12279494 504927-GEM-TAYLOR V05 GABLE 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:38 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-6fSRXIKUjn6vg0914711 rgRW YBvBuxPcTyXnxjySibx 10-2-8 20-5-0 10-2-8 10-2-8 4x4= Scale=1:35.3 3 6.00 12 2x4 I I 10 11 2x4 11 2 4 9 12 5 1 o •o 0 0 3x4 i 8 7 6 3x4 2x4 11 5x6= 2x4 11 20-5-0 20-5-0 Plate Offsets(X Y)— [7:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:76lb 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.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide: REACTIONS. All bearings 20-5-0. (lb)- Max Horz 1=-200(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8—337(LC 12),6=-337(LC 12) Max Grav All reactions 250 lb or less at joints)1,5,7 except 8=539(LC 17),6=538(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=406/435,4-6=406/435 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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 sf bottom chord live load nonconcurrent with an other live loads. 9 P Y 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)1,5 except Qt=lb) 8=337,6=337. I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.f 0/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not �® a in=system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Iva building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` I Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing,of trusses and fnrss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd2 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12279495 504927-GEM-TAYLOR V06 GABLE 1 1 ' Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:39 2017 Page 1 ID:AogSCfVR90VAJac8htW RmrztOXU-asOpl5L6U5EmSYkDerpGN2zksYHTdPumicGKT9ySibw 6-2-8 16-5-0 8-2-8 8-2-8 4x4= Scale=1:28.6 3 6.00 12 11 2x4 11 10 2x4 II 4 2 12 9 5 1 C o •o C 0 3x4 O 8 7 6 3x4 2x4 11 2x4 11 2x4 11 16-5-0 16-5-0 LOADING(psf) SPACING- 2-0-0 CSf. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(rL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:59 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.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-5-0. (lb)- Max Horz 1=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5,7 except 8=252(LC 12),6=252(LC 12) Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=268(LC 1),8=401(LC 17),6=401(LC 18) FORCES. (lb)-Max.Comp./Max.-Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-310/350,4-6=-310/350 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave--tft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 8-2-8,Extefior(2)8-2-8 to 11-2-8 zone;cantilever left and right exposed;C-C for members and forces 8r MW FRS 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)1,5,7 except Qt=lb)8=252,6=252. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek6 connectors:This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabBity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mir ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BtvdL Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 { i I i I Job Truss Truss Type Qty Ply ' T12279496 504927-GEM-TAYLOR V07 Valley 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05:40 2017 Pagel ID:AogSCfVR90VAJac8htW RmrztOXU-22aByRMkFPNc3hJPCYLVwFWwOydCMsCvxGOtObySibv 6-2-8 12-5-0 6-2-8 6-2-8 4x4= Scale=1:21.6 3 6.00 F,2 2x4 11 4 2x4 11 2 11 10 12 g 5 1 .7 Li c 0 o 8 7 6 3x4 2x4 11 2x4 11 2x4 11 3x4 0- -8 12-5-0 0- -8 12-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vett(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 HOrz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:45 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. i OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-4-0. (lb)- Max Harz 1=-117(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-199(LC 12),8=-199(LC 12) Max Grav All reactions 250 Ito or less atjoint(s)1,5,7 except 6=320(LC 18),8=320(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-240/325,2-8=-240/325 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=411;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-2-8,Exterior(2)6-2-8 to 9-2-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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)1,5 except(jt=lb) 6=199,8=199. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0"015 BEFORE USE. Design valid for use only with MITek®connectors'This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW i It Is always required for stabtiity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i - tabricafion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I 1 I Job Truss Truss Type Qty Ply T12279497 504927-GEM-TAYLOR V08 Valley 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:41 2017 Page 1 1 D:AogSCfVR90VAJac8htW RmrztOXU-XE8aAnMM?iVThrtcmFskST322Myk5Jc2AwIRY2ySibu 4-2-8 8-5-0 4-2-8 4-2-8 Scale=1:15.7 4x4= 2 7 6.00 F12 6 8 5 g 1 yo �o 0 0 4 2x4 2x4 II 2x4 0- -8 8-5-0 0- -8 8-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPf2007 Matrix-P Weight:27 Ito FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=144/8-4-0,3=144/8-4-0,4=284/8-4-0 Max Horz 1=-75(LC 10) Max Uplift 1=-96(LC 12),3=-96(LC 12),4=98(LC 12) Max Grav 1=144(LC 1),3=151(LC 18),4=284(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j WEBS 2-4=1941263 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-2-8,Exterior(2)4-2-8 to 7-2-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS 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)1,3,4. i i i { ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a In=system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp/��T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing AXOI eV is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty Ply T12279498 504927-GEM-TAYLOR V12 Valley 1 1 Job Reference o tional Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:41 2017 Page 1 I D:AogSCfVR90VAJac8htW RmrztOXU-XE8aAnMM?iVThrtcm FskST36tM_l5JK2Awl RY2ySibu 2-10-0 2-10-0 Scale=1:9.9 2 2x4 I I 6.00 F12 1 a I a 0 3 2x4 i 2x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL • 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) Na n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 " BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 2x4 SIP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=82/2-9-8,3=82/2-9-8 Max Horz 1=63(LC 12) Max Uplift 1=-26(LC 12),3=57(LC 12) Max Grav 1=84(LC 17),3=92(LC 17) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Ops1;BCDL=5.Opsf;h=151t;B=45ft;L=24ft;eave=4ft;Cat. 1 Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j 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)1,3. i ' ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors:This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall -pq'Y^� j building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Itl®B eW I is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,PJexandria,VA 22314. Tampa,FL 33610 I . 1 Job Truss Truss Type Qty Ply T12279499 504927-GEM-TAYLOR V13 Valley 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:42 2017 Page 1 ID:AogSCfVR90VAJacBhtW RmrztoXU-?RiyN7N_mOdKJ?SoJzNz?gbADIHtgmaCOaV_4UySibt 4-10-0 4-10-0 Scale=1:14.9 2 2x4 I I 6.00 F12 4 . 1 v d 6 3 2x4 i 2x4 II l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-P Weight:17lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=162/4-9-8,3=162/4-9-8 Max Horz 1=123(LC 12) Max Uplift 1=-51(LC 12),3=-113(LC 12) Max Grav 1=165(LC 17),3=181(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-151/285 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-8-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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. i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 3=113. ' I i ®WARNING-Verity deslgn parameters artd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE Design valid for use only with MlTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate Bits design into the overall �p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ily�eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I ! a Job Truss Truss Type city Ply T12279500 504927-GEM-TAYLOR V14 Valley 1 1 Job Reference(optional) Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05:42 2017 Pagel ID:AogSCfVR90VAJac8htW RmrztOXU-?RiyN7N_mOdKJ?SoJzNz?gbHKIJZgmaCOaV_4UySibt 2-0-0 4-0-0 2-0-0 2-0-0 3x4= Scale=1:7.7 2 6.00 12 3 1 ' aro o 2x4 i 2x4 0 0 8 4-0-0 0_0_8 3-11-8 Plate Offsets(X Y)-- (2'0-2-0 Edgel - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(fL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2Q14/TPI2007 Matrix-P Weight:10 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=110/3-11-0,3=110/3-11-0 Max How 1=29(LC 10) Max Uplift 1=56(LC 12),3=-56(LC 12) j FORCES. O-Max.Comp./Max.(lb) ./Max.Ten.-All forces 250(lb)or less except when shown. P I I NOTES- j 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opst;h=151t;13=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. j 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MD'EKREFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. �� Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not , a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII 9uallty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I i Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated, - - - __- (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1/ r C1-2 cgs 2. Truss bracing must be designed by an engineer.For 0- 11 wide truss spacing,Individual lateral braces themselves o WEBS J 4 may require bracing,or alternative Tor I O ��, �� M p bracing should be considered. = a 3 p O 3. Never exceed the design loading shown and never O y�° =U stack materials on Inadequately braced trusses. o 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 C." �- designer,erection supervisor,property owner and plates 0-'rid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear Tightly against each other. 6. Place plates on each face of truss at each ®� This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. itr PRODUCT CODE APPROVALS Y 9 p 9, Unless express) noted,this design is not applicable for PLATE SIZE ICC-ES Reports; use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10,Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 • responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14,Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �w green of Use 18. or treated lumber may g y pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design'Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Nil DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015