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HomeMy WebLinkAboutHealth Dept Approval 'Job Truss Truss Type r City Ply T11495823 504155-PACE-JONES C01 Root Special 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:52 2017 Page 2 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-M5iN9NjT9MwwgC5ei3ZsndfaGTO?QnkgQGM3Hfz1 QoD LOP,D CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,4-6_54,6-8=-54,8-9=-54,10-16=20 Concentrated Loads(lb) Vert:8=157 26=-417 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev.10 OM015 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 bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pat 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 tmss 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 f O)y Ply T11495824 504155-PACE-JONES CO2 Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:53 2017 Page 1 I D:PAjACIxOXccyA2N u7mEhtKyhsj?-gHFmNj k5wf2nl LgrGn45KrCnesRY9H 1 zew5dp5z1 QoC 1-6-8 5-4-8 10-2-8 17-2-0 24-1-8 28-11-8 34-4-0 35-10-8, 1-6-8 5-4-8 4-10-0 6-11-8 6-11-8 4-10-0 5-4-8 Scale=1:61.4 4x8= 2x4 11 4x8= 4 22 23 5 24 25 6 6.00 12 3x4 i 3x4 3 7 r` u� 21 26 8 of 2 9 14 o d 14 13 12 11 10 3x4= 2x4 I 3x4= 5x8= 3x4= 2x4 11 3x4 5-4-8 10-2-8 17-2-0 24-1-8 28-11-8 34-4-0 5-4-8 4-10-0 6-11-8 6-11-8 4-10-0 5-4-8 Plate Offsets(X Y)-- 12:0-0-12 Edge) f4:0-5-4 0-2-01 f6:0-5-4 0-2-01 f8:0-0-12 Edge1 f12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.37 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:180lb 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) 2=1357/0-7-10,8=1357/0-7-10 Max Horz 2=160(LC 11) Max Uplift 2=383(LC 12),8=383(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2321/1114,3-4=1997/1015,4-5=-2116/1133,5-6=-2116/1133,6-7=-1997/1015, 7-8—2321/1113 BOT CHORD 2-14=866/2015,13-14=-866/2015,12-13=645/1744,11-12=669/1744,10-11=890/2015, 8-10=-890/2015 WEBS 3-13=-351/255,4-13=-70/359,4-12=250/567,5-12=420/338,6-12=-250/567, 6-11=-70/359,7-11=-353/254 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft B=45ft;L=34ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-9-15,Interior(1)1-9-15 to 10-2-8,Exterior(2)10-2-8 to 28-11-8,Interior(1)28-11-8 to 35-11-5 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)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 383 lb uplift at joint 2 and 383 lb uplift at joint 8. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verily 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 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 tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-69 and BCSI Bulfding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type gty Ply T11495825 504155-PACE-JONES CO3 Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:64 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-ITp8a3kjhzAewVF1 pUbKs2ky4GkwugM6tZrAMXz1 QoB 1-6-8 6-3-6 9-0-0 14-5-5 19-10-11 25-4-0 28-0-10 34-4-0 35-10-8, 1-6-8 6-3-6 2-8-10 5-5-5 5-5-5 5-5-5 2- O 6-3-6 1-6-8 Scale=1:61.4 4x5= 3x4= 3x4= 4x5= 4 22 5 23 6 24 25 7 6.00 12 2x4\\ 2x4// 3 8 21 26 0 20 27 0 2 9 m 01 10jo 13 12 11 3x6= 3x8= 5x6= 3x8= 3x6= 9-0-0 17-2-0 25-4-0 34-4-0 9-0-0 8-2-0 8-2-0 9-0-0 Plate Offsets(X,Y)-- f2:0-2-8,0-1-81,f9:0-2-8,0-1-81,f12:0-3-0,0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.17 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.43 12-13 >951 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:170 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1357/0-7-10,9=1357/0-7-10 Max Horz 2=143(LC 10) Max Uplift 2=-383(LC 12),9=-383(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2238/1119,3-4=-2045/1054,4-5=-1818/987,5-6=-2314/1187,6-7=-1818/987, 7-8=2045/1054,8-9=-2238/1119 BOT CHORD 2-13=-850/1931,12-13_925/2266,11-12=929/2266,9-11=-874/1931 WEBS 3-13=-222/262,4-13=-297/693,5-13=658/352,6-11=-658/352,7-11=-297/693, 8-11=223/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=1511;B=45ft;L=34ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-9-15,Interior(1)1-9-15 to 9-0-0,Exterior(2)9-0-0 to 30-2-4,Interior(1)30-2-4 to 35-11-5 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)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 383 lb uplift at joint 2 and 383 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 Yz gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valld 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,lhe building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buildIs alwiaayys rregWred for stn. ability and to previcated Is to ent nt collapseevent lng withf Individual truss possrble personal web andr chord members property damage.NFor general y. luidance regarding the and Went bracing MiTek* 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 r Job Truss Truss Type , qty Ply T11495826 504155-PACE-JONES C04 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:56 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-Esxu?km_DaQM9pPQxvdoxTgDN4ULMU7PKtKHQQz1 Qo9 1-6-8 7-0-0 12-0-2 11 0 22-3-14 27-4-0 34-4-0 35-10-8, 7-0-0 5-0-2 5-1-14 5-1-14 5-0-2 7-0-0 1-6-8 Scale=1:61.4 i 6x8MT20HS= NAILED 'NAILED Special NAILED NAILED 6x8MT20HS— Special NAILED 3x4= NAILED 7x8= NAILED 3x4= NAILED Special 6.00 12 3 19 20 4 21 22 23 5 24 25 6 26 27 28 7 m o_ m 2 8 9 fq 0. 0 14 29 30 13 31 32 12 33 34 11 35 36 10 4x8= 2x4 II NAILED 8x12 MT20HS= NAILED 3x8= NAILED 8x12 MT20HS=NAILED 2x4 II 4x8= HJC26 NAILED NAILED Special NAILED NAILED HJC26 7-0-0 12-0-2 17-2-0 22-3-14 27-4-0 34-4-0 77 0-0 5-0-2 5-1-14 5-1-14 5-0-2 7-0-0 Plate Offsets(X,Y)-- (2:0-4-0,0-1-151,f3:0-5-4,0-2-81,15:0-4-0,0-4-81,f7:0-5-4,0-2-81,18:0-4-0,0-1-151,(11:0-6-0,0-4-8),(13:0-6-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.60 12 >682 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.86 12 >478 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31`Except' TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc puffins. 3-5,5-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. BOT CHORD 2x6 SP DSS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2720/0-7-10,8=2719/0-7-10 Max Horz 2=116(LC 24) Max Uplift 2=-1603(LC 8),8=1603(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5504/3329,3-4=-6789/4233,4-5=-7563/4723,5-6=-7563/4723,6-7=-6789/4232, 7-8=-5504/3329 BOT CHORD 2-14=2850/4858,13-14=-2836/4833,12-13=4091/6833,11-12—4091/6833, 10-11=-2836/4833,8-10=2850/4858 WEBS 3-14=-337/673,3-13=-1502/2470,4-13=-1164/723,4-12=-553/893,5-12=638/420, 6-12=-553/893,6-11=-1 164/723,7-11=-1 502/2470,7-10=-337/673 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=34ft;eave=oft Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(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. �)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1603 lb uplift at joint 2 and 1603 lb uplift at joint 8. 8)Use USP HJC26(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 20-3-4 oc max.starting at 7-0-6 from the left end to 27-3-10 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25')toe-nails per NDS gujdlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 246 lb up at 7-0-0,109 lb down and 126 lb up at 17-0-12,and 109 lb down and 126 lb up at 17-3-4,and 206 lb down and 246 lb up at 27-4-0 on top chord,and 86 lb down and 83 lb up at 17-0-12,and 86 lb down and 83 lb up at 17-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use oNy 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 ME 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 fabricallon,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 ON Ply T11495826 504155-PACE-JONES C04 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:56 2017 Page 2 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-Esxu?km_DaQM9pPQxvdoxTgDN4ULM U7PKtKHQQzl Qo9 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=54,3-7=-54,7-9=54,2-8=-20 Concentrated Loads(lb) Vert:3=-159(F)7=-159(F)14=-340(F)12=-129(F)5=216(F)10=340(F)19—108(F)20=108(F)21=-108(F)23=108(F)24=-108(F)26=-108(F)27=-108(F) 28=-108(F)29=-64(F)30=-64(F)31=-64(F)32=-64(F)33=-64(F)34=-64(F)35=-64(F)36—64(F) ®WARNING-Verily 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Info 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 , k 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 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 O}y Ply T11495827 504155-PACE-JONES CA Corner Jack 14 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:57 2017 Page 1 I D:PAjACIxOXccyA2Nu7m EhtKyhsj?-i2VGC4nc_uYDnz_cVd81 UhM W d Uxb59uZZX3gyszl Qo8 168 100 1-6-8 1-0-0 Scale=1:8.3 3 r t 6.00 FIT w 2 6 0 r m 0 4 1 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a . BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:6lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that StabAizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-10/Mechanical,2=194/0-7-10,4=24/Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-1 O(LC 1),2=157(LC 12),4=-24(LC 1) Max Grav 3=22(LC 12),2=194(LC 1),4=42(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All-forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extefior(2)zone;cantilever left and right exposed;porch 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 10 lb uplift at joint 3,157 lb uplift at joint 2 and 24 lb uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MnekO 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 fabrlcalion,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 S ON Ply T11495828 504155-PACE-JONES CJ2 Corner Jack 4 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:67 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-i2VGC4nc_uYDnz_cVd8l UhMUgUv059uzzX3gyszlQoB -1-7-8 0-11-o 1-7-8 0 11-0 Scale=1:15.8 3 6.00 72 3x4 I • 2 ' 1 m e W N N 5 4 2x4 II 01 0-11-0 LOADING sf SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:10 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 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) 5=276/0-7-0,3=-87/Mechanical,4=-36/Mechanical Max Horz 5=121(LC 12) Max Uplift 5=-90(LC 8),3=-87(LC 1),4=-91(LC 12) Max Grav 5=276(LC 1),3=34(LC 8),4=55(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-227/307 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch 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. a)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 5,87 lb uplift at joint 3 and 91 lb uplift at joint 4. ®WARNING-Verify 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 MITek9 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 Info the overall bullring 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 T11495829 504155-PACE-JONES CJ3 Corner Jack 14 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:58 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-BF3fQQoE1Cg4O7Zo2KgG1 uvhNtGmgc8ioBpOVJzl Qo7 -1-6-8 3-0-0 _ 1-6-8 3-0-0 Scale=1:13.4 3 6.00 12 9 m 0 6 2 4 8 1 3x4= 3-0-0 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:12lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. 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) 3=58/Mechanical,2=219/0-7-10,4=27/Mechanical Max Horz 2=98(LC 12) .Max Uplift 3=36(LC 12),2=-153(LC 12),4=23(LC 9) Max Grav 3=58(LC 1),2=219(LC 1),4=49(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2pst;BCDL=5.Opsf;h=15ft;B=45ft L=24ft eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 2-11-4 zone;cantilever left and right exposed;porch 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 36 lb uplift at joint 3,153 Ib uplift at joint 2 and 23 lb uplift at joint 4. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE �w� Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component not i.�p 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/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 , Qty Ply T11495830 504155-PACE-JONES CJ4 Corner Jack 3 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:58 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-BF3fQQoEICg4O7Zo2KgG1 uvfatCGgc8ioBpOVJz1 Qo7 -1-7-8 1 2-11-0 J r 1-7-8 2-11-0 Scale=1:20.7 3 ' 6.00 12 7 3x6 i 2 c? m 1 6 r`S 5 4 3x4= 2-11-0 2-11-0 Plate Offsets(X,Y)-- 12:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 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) 5=239/0-7-0,3=44/Mechanical,4=15/Mechanical Max Horz 5=156(LC 12) Max Uplift 5=-88(LC 12),3=-64(LC 12),4=-55(LC 12) Max Grav 5=239(LC 1),3=58(LC 17),4=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-5 to 1-3-11,Interior(1)1-3-11 to 2-10-4 zone;cantilever left and right exposed;end vertical left exposed;porch 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 88 lb uplift at joint 5,64 lb uplift at joint 3 and 55 lb uplift at joint 4. ®WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 deslgn. Bracingd p Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary anermanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage, for general guidance regarding the fabrlcaffon,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 T11495831 504155-PACE-JONES CJ5 Corner Jack 14 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:59 2017 Page 1 I D:PAjACIxOXccyA2Nu7m EhtKyhsj?-fRd 1 dmosVVoxOG8_c2BVZ6Sod H W 4Z3N rl rYxl lzl Qo6 1-6-8 5-0-0 1-6-8 5-0-0 Scale=1:18.3 3 6.00 Fl2 m 0 m 8 N 2 4 1 3x4= 5-0-0 5-0-0 Plate Offsets(X,Y)-- f2:0-0-4,Edgef LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.10 4-7 >573 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) 0.08 4-7 >727 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 HOrz(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Weight:19lb 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) 3=113/Mechanical,2=284/0-7-10,4=55/Mechanical Max Harz 2=134(LC 12) Max Uplift 3=-76(LC 12),2—177(LC 12),4=41(LC 9) Max Grav 3=113(LC 1),2=284(LC 1),4=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 4-11-4 zone;cantilever left and right exposed;porch 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 160 lb uplift at joint(s)3,4 except Qt=lb) . 2=177. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MO-7473 rev.1010312015 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 p` 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 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 T11495832 504155-PACE-JONES CJ41 Corner Jack 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 S Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:05:59 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-fRd t dmosVVoxOG8_c2BVZ6SgrHYhZ3Yr1 rYx1 Iz1 Qo6 1-6-2 i 2-11-0 1-7-8 1-6-2 1-4-14 Scale=1:20.7 5 6.00 t2 2x4 II 2x4 I I 4 3x4� 3 2 co N It, M t 12 9 6 11 2x4 2x4 II 10 3x4= 2x4 II 87 1-0-4 1-6-2 -9-1 2-11-0 1-0-4 D-5-14 -3-1 1-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.00 9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 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. All bearings Mechanical except Qt=length)8=0-7-10,7=0-7-10,10=0-1-8. (lb)- Max Horz 10=125(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 8=627(LC 3),10=255(LC 12) Max Grav All reactions 250 lb or less at Joint(s)5,6 except 7=583(LC 3),10=488(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-10=-116/281,7-9=-286/237 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-5 to 1-1-0,Interior(1)1-1-0 to 2-10-4 zone;cantilever left and right exposed;end vertical left exposed;porch 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 at joint(s)10. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb) 8=627,10=255. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.10/03/2015 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 verify the applicability of design parameters and properly Incorporate this design Into the overall t� � building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additonai 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 T11495833 504155-PACE-JONES D01 MONOPITCH GIRDER 1 2 Job Reference o tional Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:00 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-7d BPr6pUGpwoeQiBAlik6J_05hlol R_?FVI UZBz1 Qo5 1-6-8 3-9-5 7-0-3 10-6-8 1-6-8 3-9-5 3-2-13 3-6-5 2x4 I Scale=1:35.7 5 3x8 i 6.00 12 4 3x6 i 3 2 1 �THD26 812 713 14 4x5= 3x12 ll THD26 6x6= 6 46= THD26 THD26 THD26 3-9-5 7-0-3 10-6-8 3-9-5 3-2-13 0-6 Plate Offsets(X Y)-- (2:0-1-4 0-0-4j (7:0-3-0 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.04 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.09 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:149lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purtins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x6 SP No.2 REACTIONS. (lb/size) 2=2904/0-7-10,6=3412/0-7-10 Max Harz 2=232(LC 21) Max Uplift 2=748(LC 8),6=-920(LC 8) FORCES. (lb)-Max.Comp./Max:Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4864/1117,3-4=-2527/574 BOT CHORD 2-8=-1145/4350,7-8—1145/4350,6-7=-599/2228 WEBS 3-8=471/2048,3-7=-2444/629,4-7=778/3202,4-6=3164/849 NOTES- 1)2-ply truss to be connected together with 10d(0.131"xT)nails as follows: Top chords connected as follows:20-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;8=45ft;L=24fh eave--fft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' 2=748,6=920. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from the left end to 9-8-12 to connect truss(es)to back face of bottom chord. 8) 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(pit) Vert:1-5=-54,2-6=-20 Concentrated Loads(lb) Vert:8=1098(B)11=-1095(B)12=-1094(B)13—1092(B)14=-1087(B) ®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 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 pA building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M fTek' is always required for stabitlfy 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 BW. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Rty Ply T11495834 504155-PACE-JONES D02 Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:01 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-bgkn2Sg6172eFaHNkSDzeXX4h59y1uo8U9125ez1Qo4 11 8 6-3-6 9-0-0 17-5-5 18-8-0 21-4-10 27-8-0 29-2-8 1-6-8 6-3-6 2-8-10 8-5-5 1-2-11 2-8-10 6-3-6 1-6-8 Scale=1:50.5 4x8= 3x6 11 4x8= 4 22 23 5 6 6.00 12 2x4\\ . 2x4// 3 7 21 24 Cl) 6 v 20 25 2 8 ai 9 Iv 01 0 13 12 11 10 3x6= 3x4= 3x4= 3x8=3x4= 3x4= 9-0-0 17-5-5 18-8-0 27-8-0 9-0-0 8-5-5 1-2-11, 9-0-0 Plate Offsets(X Y)-- f4:0-5-4 0-2-01 f6:0-5-8 0-2-01 j8:0-2-0 Edgel LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.22 13-16 >944 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.25 10-19 >486 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:142lb 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 WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=668/0-7-10,11=1198/0-7-10,8=354/0-7-10 Max Horz 2=137(LC 10) Max Uplift 2=-434(LC 12),11=-562(LC 12),8=-107(LC 12) Max Grav 2=683(LC 21),11=1198(LC 1),8=390(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-778/938,3-4=-587/872 BOT CHORD 2-13=-700/633,11-13=-538/512,10-11=176/459,8-1 0=-1 09/293 WEBS 3-13=-203/264,4-13=643/401,4-11=-796/1045,5-11=-594/503,6-11=-296/13, 6-10=0/418,7-10=-288/301 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 9-0-0,Exterior(2)9-0-0 to 22-10-15,Interior(1)22-10-15 to 29-3-5 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=434,11=562,8=107. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mli-7473 rev.101=015 BEFORE USE. Design valid for use only wish 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 bud nATding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I V A f 1e k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon,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 T11495835 504155-PACE-JONES D03 Hip Girder 1 1 Job Reference o tional Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:02 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-30I9ForloQAVtksZHAkCBk4H5V R8mHnljpnbe4zl Qo3 1-6-B 7-0-0 13-1-15 19-2-2 %8-0 25-7-6 27-8-0 29-2-8 1-6-8 7-0-0 6-1-15 6-0.3 1-5-14 4-11-6 2-0-10 1-6-8 ' Scale=1:50.5 Special NAILED NAILED NAILED 4x8= Special NAILED NAILED 3x6= NAILED 2x4 II 4x8= 3 21 22 4 23 24 25 26 5 6 6.00 12 2x4 11 mo 7 m 2 8 M �I1 flitr'BL9 jo 27 28 29 30 Egd 14 13 31 12 it 10 3x6= 2x4 II NAILED NAILED 5x6= NAILED NAILED 6x8= 2x4 II 2x4 11 3x4= Special NAILED NAILED Special 7-0-0 13-1-15 19-2-2 20-8-0 257-6 27-8-0 7-0.0 6-1-15 6-0-3 1-5-14 4-1: -6 2-0-10 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01,f6:0-5-4,0-2-01.fl3:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.17 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.22 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.06 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. 3-6:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-12 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. All bearings 0-7-10 except Qt=length)12=0-10-13,10=0-10-13. (lb)- Max Horz 2=-111(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 2=-846(LC 8),12=-1763(LC 8), 10=-148(LC 8),8=-353(LC 17) Max Grav All reactions 250 lb or less at joint(s)8 except 2=1237(LC 17),12=2460(LC 1),10=344(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2006/1349,3-4=1373/1015,4-5=-518/854,5-6=-518/854,6-7=-489/846, 7-8=-552/843 BOTCHORD 2-14=-1092/1718,13-14=-1108/1739,12-13=-841/1348,11-12=-733/538,10-11=-731/536, 8-10=-731/536 WEBS 3-14=-395/646,3-13=-430/291,4-13=-404/715,4-12=-2548/1727,5-12=-553/358, 6-12=-411/322,7-10=271/185 NOTES- ?)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=28ft:eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;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 846 lb uplift at joint 2,1763 Ito uplift at joint 12,148 lb uplift at joint 10 and 353 lb uplift at joint 8. 7)"NAILED"indicates 3-1Od(0.148"x3")or3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 245 lb up at 7-0-0,and 257 lb down and 255 lb up at 20-8-0 on top chord,and 340 lb down and 274 lb up at 7-0-0,and 63 lb down and 128 lb up at 20-7-4 on bottom chord. The desigrUselection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BfiTEK REFERANCE PAGE MIh7473 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 Isallwaayys required for stn. ability ty and to prevent indicated Is toont collapselng wiith i Individual truss posslb4e personal njury and property dab and/or chord mage rs nly.Additional temporary and For general guidance regarding he Went bracing M OTe k• 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 Job Truss Truss Type qty Ply T11495835 504155-PACE-JONES D03 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:02 2017 Page 2 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-30I9ForloQAVtksZHAkCBk4H5V R8mHnlj pnbe4zl Qo3 L04D CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-9=-54,15-18=20 Concentrated Loads(lb) Vert:3=159(B)6=-42(B)14=-340(B)13=-64(B)4=-1 08(B)11=23(B)21=-108(B)22=-108(B)24=-108(B)25=-108(B)26=108(B)27=-64(B)28=-64(6)29=-64(B) 30=-64(B)31=64(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE MI1-7473 rev.I010MOIS 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[ridiculed Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• B 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 muss systems,seeANSI/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormalion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , ply Ply T11495836 504155-PACE-JONES E01 Roof Special Girder 1 ' 2 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:04 2017 Page 1 I D:PAjACIxOXccyA2N u7mEhtKyhsj?-?OQwgTs?K2RD62OyPbmgG99aRl CBEBCbA7Giiyzl Qol 1-7-8 3-8-0 6-4-0 10-7-0 13-11-8 17-4-0 21-2-0 1-7-8 3-8-0 2-8-0 4-3-0 3-4-8 3-4-8 3-10-0 Scale=1:41.2 6x8= 5 4x5 6x6= 4x5 = 6 6.00 Fl2 3 17 3x6 5x10 5_ 7 2 m m 1 ' 8 Tq 13 12 18 19 11 20 10 21 9 22 23 14 6x8= THD26 THD26 _ THD26 THD26 5x8— 3x12 I I 5x10= 7x8— 6x6= 3x8 I I THD26 THD26 THD26 THD26 3-8-0 6-11-12 10-7-0 13-11-8 17-4-0 21-2-0 3-8-0 3-3-12 3-7-4 3.4-8 3-4-8 3-10-0 Plate Offsets(X,Y)-- f8:0-4-0,0-1-151,j10:0-3-0,0-3-121,f11:0-4-0,0-4-81I12:0-2-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.72 Vert(LL) 0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.35 11-12 >705 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:291 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc pudins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-14:2x8 SP No.2 REACTIONS. (lb/size) 8=6608/0-6-10,14=5092/0-6-10 Max Horz 14=-168(LC 6) Max Uplift 8=-1904(LC 8),14=1871(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5818/2117,3-4=-5255/1947,4-5=10020/3688,5-6=-8020/2667,6-7=-10119/3139, 7-8=-12403/3662,2-14=-4908/1841 BOT CHORD 13-14=-1 80/278,12-13=-3157/8937,11-12=-2186/7019,10-11=2703/9026, 9-10=-3233/11080,8-9=-3233/11080 WEBS 3-13=878/2449,4-13=-5927/2134,4-12—303/304,5-12=-1720/3472,5-11=-1 278/4891, 6-11=-2819/721,6-10=656/2858,7-10=-2364/609,7-9=-441/2003,2-13=-1889/5349 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,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft eave=4ft Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1904 lb uplift at joint 8 and 1871 lb uplift at joint 14. 9) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-11-12 from the left end to 17-11-12 to connect truss(es)to front face of bottom chord. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-11-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 11)Fill all nail holes where hanger is in contact with lumber. —MiStandard ®WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 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 veilty the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual buss 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 fabricatlon,storage,delivery,erection and bracing of trusses and muss 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.Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495836 504155-PACE-JONES E01 Roof Special Girder 1 2 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:04 2017 Page 2 ID:PAjAClxoXccyA2Nu7mEhtKyhsj?-?OCwgTs?K2RD620yPbmgG99aRICBEBCbA7Giiyzl Cot LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=54,3-4=-54,4-5=-54,5-8—54,8-14=-20 Concentrated Loads(lb) Vert:12=-2405(F)10—1101(F)18=-1085(F)19=-1085(F)20—1086(F)21=-1098(F)22=-1098(F)23=1092(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI!Tek' Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrlcatlon,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 T11495837 504155-PACE-JONES E02 Roof Special Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:05 2017 Page 1 I D:PAjACIxOXccyA2Nu7m EhtKyhsj?-Tb_Iuptd5LZ4kCbByl lvpNilliT8zjUkPn?FFPzl OoO 1-7-8 1-71-0 4-7-0 6-1%4 8-1-3 9- 10-7-0 12-5-0 1 -0-1 14-8-12 21-2-0 1-7-8 1-11-0 2-8-0 1-10-4 1_7-15 f 1-10-0 1-10-0 -7-1 1-7-15 6-5-4 Scale=1:41.2 4x6= 7 3x4= 3x4= 6 8 NAILED 2x4 11 16 2x4 11 5x6= 4x5= 5 2x4 9 6.00 12 Cr 3 2x4 11 2 m ' aD 1 +n N w I 0 20 14 13 12 11 15 3x6=NAILED 3x6= 6x6= 3x6= 3x6= 2x4 11 4-7-0 6-5-4 14-8-12 21-2-0 4-7-0 1-10-4 1 8-3-8 6-5-4 Plate Offsets(X,Y)-- f3:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.49 11-13 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.86 11-13 >293 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Attic -0.34 11-13 292 360 Weight:105lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc pudins, 4-7,7-10:2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2"Except` JOINTS 1 Brace at Jt(s):16 2-15:2x6 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) 10=872/0-6-10,15=953/0-6-10 Max Horz 15=-170(LC 32) Max Uplift 10=-139(LC 8),15=-216(LC 8) Max Grav 10=1062(LC 39),15=1 127(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1532/180,4-5=-1816/170,5-6=-1401/197,6-7=0/450,7-8=0/430,8-9=-1418/200, 9-10=1762/137 BOT CHORD 14-15—28/731,13-14=101/1672,11-13=46/1493,10-11=-46/1493 WEBS 3-14=-95/1214,4-14=-1108/82,4-13=-371/89,5-13=0/879,6-16=-1944/220, 8-16=-1944/220,9-11=0/573,3-15-1071/106 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l60mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;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. �)`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)Ceiling dead load(5.0 psf)on member(s).4-5,5-6,8-9,6-16,8-16 7)Bottom chord jive load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-13 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 10 and 216 lb uplift at joint 15. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.1OM312015 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 r 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 Job Truss Truss Type r Qty Ply T11495837 504155-PACE-JONES E02 Roof Special Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:05 2017 Page 2 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-Tb_luptd5LZ4kCbByl IvpNilliTBzjUkPn?FFPz1 QoO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,4-6=-64,6-7=-54,7-8=-54,8-9=-64,9-10=-54,13-15=-20,11-13=-30,11-17=-20,6-8=-10 Concentrated Loads(lb) Vert:20=13(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based oNy 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 Job Truss Truss Type , Qty Ply T11495838 504155-PACE-JONES E03 Common 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:06 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-ynYg59uFsfhxMLALW Op8LaEyp6p?iBsteRlpnrzl Qo? 6-6-4 8-2-3 g-10-0 10-8-0 , 12-6-0 13-1-13 14-9-12 21-3-0 1-6-8 6-6-4 1-7-15 7-1 1-10-0 1-10-0 7-1 1-7-15 6-5-4 5x6= Scale=1:40.4 5 3x4 = 3x4= 4 6 6.00 12 2x4 II 20 12 21 2x4 II 3 . 2x4 17 22 19 2 8 1 Io 1 10 9 4x5= 2x4 I 3x6= 3x6= 2x4 II 6-6-4 14-9-12 21-3-0 6-6-4 8-3-8 6-5.4 Plate Offsets(X,Y)-- f2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.55 9-11 >461 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.94 9-11 >272 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 8 . n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Attic -0.40 9-11 250 360 Weight:86lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=863/0-7-0,2=962/0-7-10 Max Horz 2=149(LC 11) Max Uplift 8=-138(LC 12),2=-219(LC 12) Max Grav 8=1053(LC 19),2=1143(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1748/351,3-4=-1390/408,4-5=-36/493,5-6=-26/500,6-7=-1381/418, 7-8=-1734/360 BOT CHORD 2-11=200/1463,9-11=200/1463,8-9=200/1463 WEBS 4-12_1988/489,6-12=1988/489,7-9=0/600,3-11=0/600 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 10-8-0,Extedor(2)10-8-0 to 13-8-0 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. 5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-12,6-12 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 8 and 219 lb uplift at joint 2. 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. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.MUMS BEFORE USE. Design valid for use only with MITekO 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 fabricaflon,storage,dellvery,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.Mexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply 711495839 504155-PACE-JONES E04 Common 9 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:07 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-Qz62JVutdzpozVIX4j KNuon7iW 9DRe91 s5UMJ Hz1 Qo_ 6-6-4 8-2-3 -8-0 12-6-0 13-1-13 14-9-12 , 21-4-0 22-10-8 • 1-6-8 6-6-4 1-7-15 7-1 1-10-0 1-10-0 7-13 1-7-15 6-6-4 1-6-8 ' Scale=1:41.7 5x6= • 5 3x4= 3x4= 4 6 6.00 12 2x4 II 21 13 22 2x4 II 3 2x4 7 20 23 2 8 v 01 9 10 12 11 10 45= 2x4 II 3x6= 45= 2xa II 6-6-4 14-9-12 21-4-0 6-6-4 8-3-8 6-6-4 Plate Offsets(X,Y)-- 12:0-0-4,Edge1,f8:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.55 10-12 >463 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.94 10-12 >273 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Attic -0.40 10-12 250 360 Weight:89lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):13 MiTek recommends that Stabilizers and required•cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=959/0-7-10,8=959/0-7-10 Max Horz 2=-153(LC 10) Max Uplift 2=-217(LC 12),8=-217(LC 12) Max Grav 2=1141(LC 18),8=1141(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1726/341,3-4=1371/399,4-5=-17/486,5-6=17/486,6-7=-1371/399, 7-8=-1726/341 BOT CHORD 2-12=-147/1467,10-12=147/1467,8-10=-147/1467 WEBS 4-13=-1960/446,6-13=-1960/446,7-10=0/598,3-12=0/598 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft L=24ft;eave=4fh Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 10-8-0,Exterior(2)10-8-0 to 13-8-0 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. ;)Ceiling dead load(5.0 psi)on member(s).3-4,6-7,4-13,6-13 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 2 and 217 lb uplift at joint 8. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and�/2"gypsum sheetrock be applied directly to the bottom chord. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE MII-7473 rev.f0/0 312 0 1 5 BEFORE USE �e Design valid for use only with MITekb connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■.Yi building design. Bracing Indicatedbs 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 fabricotlon,storage,deilvery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495840 504155-PACE-JONES E05 Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:07 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-Qz62JVutdzpozVIX4j KN uonCQW BXRg01 s5UMJ Hz1 Qo_ 1-6-8 6-3-6 9-0-0 12-4-0 15-0-10 21-4-0 1-6-8 6-3-6 2-8-10 3-4-0 2-8-10 6-3 6 Scale=1:40.2 4x5= 4x5= 4 5 2x4\\ 2x4 6.00 12 6 3 18 19 _T v 17 20 2 7 01 B o 10 9 3x6= 3x4= 5x6= 3x6= 9-0-0 12-4-0 21-4-0 9-0-0 3-4-0 9-0-0 Plate Offsets(X,Y)-- f2:0-2-8,0-1-81,f7:0-2-8,0-1-81,f9:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.12 10-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 10-13 >798 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:97lb 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) 2=876/0-7-10,7=876/0-7-10 Max Harz 2=133(LC 10) Max Uplift 2=-267(LC 12),7=-267(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1197/631,3-4=991/563,4-5=-852/531,5-6=-1000/567,6-7=-1200/630 BOT CHORD 2-10=-418/1063,9-10=-253/891,7-9=-442/1011 WEBS 3-10=-270/283,4-10=-130/333,5-9=-135/334,6-9=-265/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45fh L=24ft eave=4ft;Cat. 11;Exp B;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 9-0-0,Exterior(2)9-0-0 to 12-4-0,Interior(1)16-6-15 to 22-11-5 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)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. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 2 and 267 lb uplift at joint 7. 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and V2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 M iTek is always required for stability and to prevent collapse with posslbte personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing 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.Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type + ©ty Ply T11495841 504155-PACE-JONES E06 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:09 2017 Page 1 I D:PAjACIxOXccyA2Nu7m EhtKyhsj?-MMDpj Bw89a3 W DpuvB8M rzDsRQJvpvYtKKPzTNAz1 Qny 1-6-8 7-0-0 10-8-0 14-4-0 21-4-0 1 22-1%8 , 1-6-8 7-0-0 3-8-0 3-8-0 7-0-0 1-6-8 Scale=1:40.2 • Special 4x5 NAILED Special = NAILED 3x4= NAILED 4x5= 3 17 18 4 19 20 5 6.00 rl2 m 0 m 2 6 7 m Io 1 10 21 22 9 8 NAILED NAILED 5x6 WB= 3x6= 3x4= 3x4= 3x6= Special NAILED Special - 7-0-0 14-4-0 21-4-0 7-0-0 7-4-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.33 8-10 >775 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.43 8-10 >592 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:96 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc puriins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-10-3 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=1635/0-7-10,6=1633/0-7-10 Max Horz 2=-108(LC 6) Max Uplift 2=942(LC 8),6=-940(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2893/1787,3-4=2538/1658,4-5=-2534/1653,5-6=-2889/1783 BOT CHORD 2-1 0=-1 481/2504,8-10=1641/2759,6-8=-1460/2500 WEBS 3-10=-531/848,4-10=-373/229,4-8=-378/236,5-8=-529/846 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24fh eave=oft;Cat. II;Exp B;Encl.,GCpi=o.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)This truss has been designed for a 10.0 psi 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 942 lb uplift at joint 2 and 940 lb uplift at joint 6. 7)"NAILED"indicates 3-1od(0.148"x3")or3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 244 lb up at 7-0-0,and 206 lb down and 244 lb up at 14-4-0 on top chord,and 340 lb down and 337 lb up at 7-0-0,and 340 lb down and 337 lb 91 up at 14-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:15=54,3-5=-54,5-7—54,11-14=-20 Concentrated Loads(lb) Vert:3=-159(B)5—159(B)9—64(B)10=-340(B)4=-108(B)8=340(B)18=-108(B)19=-108(B)21=-64(B)22=64(B) ®WARNING-Verify 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 truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracfng 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 tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Inrormolion available from Truss Plate Institute,2111 N.Lee Street,Suite 312.Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type r Rty Ply T11495842 504155-PACE-JONES EJ5 Jack-Open 6 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:09 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-MMDpjBw89a3W DpUVBBMrzDsSyJtxvasKKPzTNAz1 Qny 1-7-8 4-11-0 1-7-8 4-11-0 Scale=1:25.6 3 • 6.00 F12 3x6 7 6 m 2 ao v v 1 q�q i cJ 5 4 3x6= 4-11-0 4-11-0 Plate Offsets(X,Y)-- 12:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 4-5 >421 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.12 4-5 >480 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.22 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:22 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 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5=296/0-7-0,3=104/Mechanical,4=45/Mechanical Max Horz 5=193(LC 12) Max Uplift 5=-129(LC 12),3=-100(LC 12),4=-65(LC 12) Max Grav 5=296(LC 1),3=114(LC 17),4=83(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-249/268 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-8-5 to 1-3-11,Interior(1)1-3-11 to 4-10-4 zone;cantilever left and right exposed;end vertical left exposed;porch 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 5,100 lb uplift at joint 3 and 65 Ito uplift at joint 4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.101032015 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495843 504155-PACE-JONES EJ7 Jack-Open 36 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:10 2017 Page 1 I D:PAjACIxOXccyA2N u7mEhtKyhsj?-gYnBxXxmwuBNgzT6I rt4W QPaOj 12el6TZ3jOvczl Qnx -1-6-8 7-0-0 1-6-8 7-0-0 Scale=1:23.1 3 1 s.00 riz op 0 0 9 v> m m 8 2 1 1 4 3x4= 7-0-0 r 7.0-0 Plate Offsets(X,Y)-- 12:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.30 4-7 >280 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.23 4-7 >369 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 ri/a n/a BCDL 10.0 Code FBC2014TrPI2007 Matrix-AS Weight:25lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 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) 3=162/Mechanical,2=35410-7-10,4=84/Mechanical Max Horz 2=171(LC 12) Max Uplift 3=-111(LC 12),2=207(LC 12),4=-63(LC 12) Max Grav 3=162(LC 1),2=354(LC 1),4=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=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=151t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 6-11-4 zone;cantilever left and right exposed;porch 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 111 lb uplift at joint 3,207 lb uplift at - joint 2 and 63 lb uplift at joint 4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yi'gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek8 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 requited 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.Alexancida.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495844 504156-PACE-JONES EJ71 Jack-Open 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:10 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-gYnBxXxmwuBNgzT61rt4W QPhZjC6e1 LTZ3jOvczl Qnx 1-6-8 5-2-8 7-0-0 1-6-8 5-2-8 1-9 8 Scale=1:20.3 45= 3 12 4 6.00 F12 r; N N 11 10 2 6 ��<M 1 3x4_ 2x4 II 5 5-2-8 5-2-8 Plate Offsets(X,Y)-- (2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.42 Vert(LL) 0.25 6-9 >336 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.36 6-9 >234 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.13 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:28lb 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) 4=47/Mechanical,2=354/0-7-10,5=200/Mechanical Max Horz 2=140(LC 12) Max Uplift 4=-27(LC 9),2=-130(LC 12),5=45(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. WEBS 3-6=-182/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-5 to 1-4-11,Interior(1)1-4-11 to 5-2-8,Exterior(2)5-2-8 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 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 27 lb uplift at joint 4,130 lb uplift at joint 2 and 45 lb uplift at joint 5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE M11-7473 rev.101012015 BEFORE USE. Design valid for use only with MiTek®connectors.fits 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!Tek• Is always required for stability and to prevent collapse with possible personal Injury and properly 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 ©ty Ply T11495845 504155-PACE-JONES HJ2 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:11 2017 Page 1 ID:PAjACixOXccyA2Nu7mEhtKyhsj?-IILZ8tyOhBJES721JZPJ2exrJ7hSNUMdnjSaR2z1 Qnw -2-4-5 2-7-1 2-4-5 2-7-1 Scale=1:16.3 3 i 4.24 F12 6 I1 5x6 I 2 o r N C? 1 cb 4 5 3x6 11 0-7-15 2-7-1 0-7-15 1-11-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:15lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, BOT CHORD 2x4 SP No2 except end verticals. WEBS 2x6 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=3 0 910-7-1 5,3=6/Mechanical,4=2/Mechanical Max Horz 5=81(LC 12) Max Uplift 5=-167(LC 12),3—22(LC 9),4=2(LC 1) Max Grav 5=309(LC 1),3=12(LC 10),4=35(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-261/660 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCD L=5.Opsf;h=15ft;B=45ft L=24fh eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-4-14 to 1-10-1,Exterior(2)1-10-1 to 2-6-5 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 167 lb uplift at joint 5,22 lb uplift at joint - 3 and 2 lb uplift at joint 4. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeW 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 Mat 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 Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Pty Ply T11495846 504155-PACE-JONES HJ5 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:12 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-mxvxMCyORVR54GdUtGwYbrU_iXva6x?mONC7zVzl Qnv 2-3-9 2.4-1 6-10-11 2-3-9 2-4-1 4-6-10 Scale=1:26.8 4 iv NAILED Io 4.24 F12 NAILED 9 NAILED 2x4 II NAILED 3 3x6 8 N 2 N 4 4 1 10 6 11 7 NAILED 3x4= NAILED 5 2x4 II NAILED NAILED 2-4-1 6-10-11 2-4-1 4-6-10 LOADING (psf) SPACING- 2-0-0 CSf. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.31 5-6 >256 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.30 5-6 >268 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) -0.23 4 n/a n/a BCDL ' 10.0 Code FBC2014[TP12007 Matrix-MP Weight:361b 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*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-7:2x6 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) 7=287/0-9-8,4=129/Mechanical,5=59/Mechanical Max Horz 7=190(LC 8) Max Uplift 7=-458(LC 8),4=150(LC 8),5=-121(LC 5) Max Grav 7=368(LC 30),4=140(LC 28),5=98(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-271/237 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.opsf;h=15ft;B=45ft;L=24ft eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;porch 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 458 lb uplift at joint 7,150 lb uplift at - joint 4 and 121 lb uplift at joint 5. 6)"NAILED"indicates 3-1 Od(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 91)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-4=-54,5-7=20 Concentrated Loads(lb) Vert:8=84(F=42,B=42)10=59(F=29,B=29)11=1O(F=5,B=5) WARNING-Verity 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(.wilding 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 n�r It 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,Alexandrla VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply T11495847 504155-PACE-JONES HJ7 Diagonal Hip Girder 6 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:13 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-E7TJZYzeCpZyhQChQ_Rn731 C_wlirKRvF1 xhWxzl Qnu 2-2-3 5-1-9 9-10-1 2-2-3 5-1-9 4-8-7 4 Scale=1:22.9 NAILED NAILED 13 4.24 12 3x4 NAILED NAILED 3 a 12 0 m u NAILED C6 NAILED 11 2 1 14 15 7 16 6 NAILED NAILED 2x4 II NAILED 3x4= 5 3x4= NAILED NAILED NAILED 5-1-9 9-10-1 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress[nor NO WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:43lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. WEBS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=127/Mechanical,2=447/0-10-7,6=304/Mechanical Max Horz 2=169(LC 8) Max Uplift 4=84(LC 8),2=-369(LC 8),6=-226(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-654/409 BOT CHORD 2-7=454/595,6-7=-454/595 WEBS 3-6=-642/490 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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. S)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 2=3691 6=226. 7)"NAILED"indicates 3-1Od(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:1-4=-54,5-8=20 Concentrated Loads(lb) Vert:11=40(F=20,B=20)13=-74(F=37,B=-37)14=59(F=29,B=29)15=-4(F=-2,B=-2)16=54(F=-27,B=-27) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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' VI iTek' 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,seeANSt/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2111 N.Lee Street,suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495848 504155-PACE-JONES HJ51 Diagonal Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:12 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-mxvxMCyORV R54GdUtGwYbrU_JXOx6x?mONC7zVz1 Qnv -2-3-9 2-4-1 6-10-11 2-3-9 2-4-1 4-6-10 4 Scale=1:28.3 NAILED 4.24 Fi2 NAILED 9 NAILED 2x4 II NAILED 3 3x6 5� 8 N 2 N v Li v 1 10 11 7 NAILED 6 NAILED 5 2x4 II 3x4= NAILED NAILED 2-4-1 6-10-11 2-4-1 4-6-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:36lb 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 except end verticals. WEBS 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-7:2x6 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 Mechanical except Qt=length)7=0-9-8,6=1-4-11. (lb)- Max Horz 7=190(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 7=173(LC 4),6=-394(LC 8) Max Grav All reactions 250 lb or less at joint(s)7,4,5 except 6=296(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;porch 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)4 except Qt=lb) 7=173,6=394. ,3)"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:1-2=54,2-4=-54,5-7=-20 Concentrated Loads(lb) Vert:8=84(F=42,B=42)10=59(F=29,B=29)11=5(F) 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 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 trussMiTek' web and/or chord members only.Additional temporary and permanent bracing I V I oTek• 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 thus systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11495849 504155-PACE-JONES HJ71 Jack-Open Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:14 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-jK1 inu_Gz6hoJant_hyOgGZOxKgOapg3ThhE2Nz1 Ont -2-2-3 5-1-9 9-9-5 2-2-3 5-1-9 4-7-12 Scale=1:23.6 2x4 II 5 4 v NAILED o NAILED 14 4.24 F12 3x4 NAILED NAILED 3 0 13 Cl) NAILED NAILED 12 I 2 Lj 1 15 16 8 17 3x4- NAILED NAILED 2x4 I I NAILED 3x4-7 6 NAILED NAILED NAILED 5-1.9 9-5-5 9- 5-1-9 4-3-12 4- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.33 Vert(LL) -0.04 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.04 8-11 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. All bearings Mechanical except Qt=length)2=0-10-7,7=0-10-13. (lb)- Max Horz 2=168(LC 8) Max Uplift All uplift 100 lb or less at Joint(s)6 except 5=117(LC 1),2=271(LC 8),7=-461(LC 8) Max Grav All reactions 250 lb or less at joint(s)5,6 except 2=402(LC 28),7=679(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-469/242 BOT CHORD 2-8=-294/416,7-8=-294/416 WEBS 3-7=-462/326,4-7=-301/215 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15fF B=45ft;.L=24ft eave=4ft;Cat. 11;Exp B;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) 5=117,2=271,7=461. 6)"NAILED"indicates 3-1 Od(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). ;_OAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,6-9=-20 Concentrated Loads(lb) Vert:12=40(F=20,B=20)14=-74(F=37;B=-37)15=59(F=29,B=29)16=-4(F=2,B=-2)17=54(F-27,B=-27) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall pp 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 fabricatlom 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 Job Truss Truss Type oty Ply T11495850 504155-PACE-JONES K01 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:15 2017 Page 1 I D:PAjACIxOXccyA2N u7mEhtKyhsj?-BW b4_E?vkQpfxkM3YPTFDU6XMk_tJCdCiLQnagzl Qns -1-7-8 1-6-2 4-11-0 i 9-10-6 14-9-12 19-8-12 21-4-4 1-7-8 1-6-2 3-4-14 4-11-6 4-11-6 4-11-0 1-7-8 Scale=f:39.8 Special - NAILED 4x8= Special NAILED NAILED 2x4 II NAILED 4x8= 5 18 19 20 21 6 22 23 24 25 7 6.00 FIT 3x6 i 2x4 11 4 3x6 i 3 3x8 2 8 9 d 11 9 0 17 15 \26 , 29 N o 16 2x4 II 13 NAILED NAILED 12 NAILED NAILED 11 2x4= 10 14 3x4= 3x8= 3x4= 3x6 I I 3x4=3x6 I I Special Special 1-9-15 �44 1-6-2 4-11-0 9-10.6 14-9-12 19-8-12 1-0.� 4 -5-1 3-1-1 4-11-6 4-11-6 4-11-0 0-3-13 Plate Offsets(X,Y)-- (5:0-5-4,0-2-01,f7:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.07 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:126lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-1 0c purlins, BOT CHORD 2x4 SP N0.2 except end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 8-10:2x6 SP No.2 5-11-0 oc bracing:14-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=963/0-7-10,10=1029/0-7-0,16=230/0-1-8 Max Horz 16=152(LC 7) Max Uplift 14=-877(LC 5),10=-965(LC 8),16=-244(LC 25) Max Grav 14=963(LC 1),10=1034(LC 18),16=231(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5—731/739,5-6=1096/1152,6-7=-1096/1152,7-8=-1016/1038,8-10—990/933 BOT CHORD 14-15=945/864,4-15=970/829,12-13=-582/623,11-12=-844/846 WEBS 4-13—772/880,5-13=412/338,5-12=-629/626,6-12=456/367,7-12=-271/339, 8-11=-896/883 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s)16. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 14=877,10=965,16=244. 8)"NAILED"indicates 3-1 Od(0.148"xX)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 217 lb up at 4-11-0,and 221 lb down and 299 lb up at 14-9-12 on top chord,and 61 lb down and 58 lb up at 4-11-0,and 85 lb down and 163 lb up at 14-9-0 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO 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 Info the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additlonal 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 fabricallon,storage,delivery,erection and bracing of trusses and muss 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 r ©ty Ply T11495850 504155-PACE-JONES K01 Hip Girder 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:16 2017 Page 2 ID:PAjACIxOXccyA2Nu7m EhtKyhsj?-fiSSBa?XVkxW ZuxG66_Vlhfi68K62ftMx9AL6Gz1 Qnr LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:12=-54,2-5=-54,5-7=-54,7-8=-54,8-9—54,15-17=20,10-14=20 Concentrated Loads(lb) Vert:5=-88(F)7=-103(F)13=37(F)11=-56(F)20=-50(F)21=-50(F)22=50(F)23=-50(F)26—25(F)27=-25(F)28=-25(F)29=-25(F) ®WARNING-Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekO 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 applicalAlty 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.Addillonal lemporary and permanent bracing M oTe k' 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 Tt=Plate Institute,218 N.Lee Street Suite 312.Alexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type pty Ply T11495851 504155-PACE-JONES K02 Half Hip 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:16 2017 Page 1 I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-ti8SBa?XVkxW ZuxG66_Vlhfhc8Mx2jyMx?AL6Gz1 Onr 5-3-6 7-6-4 5-3-6 2-2-14 4x8= Scale=1:35.5 2x4 11 ;. 6.00 F12 2 3 Lj 3x4 7 1 5 6 4 2x4 11 3x4= 6x6= 5-3-6 7-6-4 5-3-6 2-2-14 Plate Offsets(X,Y)-- (2:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-AS Weight:58 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=267/0-6-2,4=267/0-6-2 Max Harz 6=94(LC 12) Max Uplift 6=-108(LC 12),4=21 O(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-359/180,2-4=-234/610 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-6,Exterior(2)5-3-6 to 7-4-8 zone;cantilever left and right exposed;porch 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 100 lb uplift at joint(s)except Qt=lb) 6=108,4=210. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/2"gypsum sheetrock be applied directly to the bottom chord. 6 i ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev.1010312016 BEFORE USE Design valid for use only with MITek0 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the builoing 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 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 r r aty Ply T11495854 504155-PACE-JONES V03 Valley 1 1 Job Reference(optional) Tibbetts Lumber, 8.030 s Jan 23 2017 MiTek Industries,Inc. Thu Jun 29 12:06:18 2017 Page 1 ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-b5GCcG1 n1 LBEoB4eDX1 zg6k1 Vx31W f5eOIfRB8z1 Onp 5-4-0 5-4-0 2x4 I Scale=1:16.9 2 s 6.00 Fl2 5 4 1 a 6 O 3 2x4 i 2x4 II . I LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 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:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc pudins, 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=169/5-3-8,3=169/5-3-8 Max Horz 1=83(LC 12) Max Uplift 1=-20(LC 12),3=-62(LC 12) Max Grav 1=169(LC 1),3=172(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp B;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 5-2-4 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)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 MITEK REFERANCE PAGE MII-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 a truss system.Before use,the building designer must verify 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 p iTek• 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 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 ft-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 orX-bracing,is always required. See BCSI. C1-2 c2a 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS oar 4 may require bracing,or alternative Tor 1 T C m p bracing should be considered. OZ '> 3 �� 3 C p O 3. Never exceed the design loading shown and never aU stock materials on inadequately braced trusses. 0 c'$ �' csb 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer,erection supervisor,property owner and plates 0-'rib"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 Mirek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 1 W.at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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. 18. or treated lumber may � Use of green y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. 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 DSB-89: Design Standard for Bracing, is not sufficient. s BCSI: Building Component Safety Information; MiTek 20.Design assumes manufacture in accordance with 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