HomeMy WebLinkAboutMitek , truss info part 2 Job Truss Truss Type Qty Ply
T12279426
504927-GEM-TAYLOR B02 Roof Special 2 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:29 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-dOoM39VCzbQh2nNmY8ZsYH4gTKC3EXxBcjJd 1 DySidO
2-0-0 7-4-0 13-4-0 17-5-4 21-6-8 28-6-14 34-6-0 38-10-0 43-1-0 45-1-0
2-0-0 7-4-0 6-0-0 4-1-4 4-1-4 7-0-6 5-11 -0 4-3-0 i2-0-0
Scale=1:84.5
5x6=
7
6.00 F12 .
3x6 i
6 r 33
3x6
8
5
5x6 i 5x6
9
4
16 3x6
6x8— 14 10 g
17 15 34
3 32 Sx8 II 5x6=
1 2 3.00 12 6x6` 13 11 r?
0
20 19 18
4x6 Zz
4x6= 6x6=
4x8 11
Or10,0 -7-4-0 - 13-0-0 13i4-0 17-5-4 , 21-9-1221-11-8 28-6-14 34-6-0 34-1%038-10-0 43-1-0
0-10-0 6-6-0 5-8-0 0-4-Oi 4 4-8 2 6-7-6 5-11-2 0-4-0 4-0-0 4 3-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2'0-2-0 0-2-4] [4:0-3-0 0-3-0] [9-0-3-0 0-3-0] [11:0-0-5 Edge] [12:0-2-2 0-1-01 [15-0-3-0 0-3-0] [17:0-4-0 0-2-0] [20:0-0-4 Edge]
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL' 1.25 TC 0.67 Vert(LL) -0.27 16-17 >944 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.69 16-17 >371 240
BCLL 0.0 ' Rep Stress incr YES WB 0.93 HOrz(I-) 0.06 14 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.11 18-19 >999 240 Weight 238lb 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 6-17
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. All bearings 0-8-0.
(lb)- Max Harz 20=-643(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)except 14=-906(LC 12),20=-944(LC
12);18=636(LC 12),11=-523(LC 12)
Max Grav All reactions 250 lb or less at joint(s)except 14=1385(LC 1),20=671(LC
21),18=1364(LC 17),11=339(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-317/1027,3-4=-527/1353,4-5=-366/815,5-6=-298/975,6-7=-831/567,
7-8=-914/525,6-9—992/497,9-10=-486/571,10-11—225/1261
BOT CHORD 2-20=-10051393,19-20=-635/393,18-19=-627/390,16-17=0/716,15-16=0/849,
14-15=-471/1068,13-14=-797/177,11-13=-958/172
WEBS 4-19—380/262,7-16=-132/437,8-16=-250/255,8-15=-387/370,9-15=-668/1218,
9-14=-1131/778,3-20=-563/826,4-18=481/7811 17-18=-1179/231,5-17=-376/368,
10-1 4=-577/1672,10-13=-626/159,6-16=0/472,6-17=1120/0
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(1)2-4-8 to 21-6-8,Extedor(2)21-6-8
to 25-10-3 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)All plates are 2x4 MT20 unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 906 Ib uplift at joint 14,944 lb uplift at
joint 20,636 lb uplift at joint 18 and 523 lb uplift at joint 11.
8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)14.
9)This truss design requires that a minimumiof 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
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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 MiTek®connectors)This design Is based only upon parameters shown,and Is for on Individual building component,not
a truss system.Before use,the building designer mrist 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 Easf BNdi
Safety Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
! I I
Job Truss Truss Type aty Ply
T12279427
504927-GEM-TAYLOR B03 Hip 1 1
Job Reference(optional)
Tibbetts.Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:30 2017 Page 1
I D:AogSCfVR90VAJacBhtW RmrztOXU-6aMkGVVgkuYYgxyy5r454Vcp5kW Xz1 KcrN3AZfySid?
-2-0-0 7-4-0 13-4-0 21-0-0 -1- 28-11-3 35-6-0 43-1-0 4511-0
2-0-0 7-4-0 6-0-0 7-8-0 -1- 6-10-3 6-6-13 7-7-0 2-0-0
Scale=1:83.4
6xB MT20HS
I
5x6=
6 7
6.00 F12
6x6
3x6 31 328
5
Sx6 O m
3x6 o
4 9
14
5x12= o
13 33 d
1 3 30 15 4x6
12
1 2 3.00 12 10
0 5x6
18 17 16 1
4x6= 6x6= 4x8
4xB 11
0100 7-4-0 13-0-0 13 -0 21-11-B 221-0 28-11-3 35-6-0 43-1-0
0-10-0 6-6-0 5-8-0 0 4-0 8-7-8 0- -8 6-10-3 6-6-13 7-7-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-4],[4:0-3-0;0-3-0],[7:0-3-8,0-2-4],[8:0-3-0,0-3-4],[10:0-2-5,Edge],[11:0-2-2,0-1-01,[12:0-3-0,0-3-0],[14:0-4-8,0-3-0],
[18.0-0-4 Edgel
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LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.30 14-15 >999 360 MT20 241/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.82 14-15 >438 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.73 HOrz([L) 0.19 10 n/a n/a i
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.40 12-13 >906 240 Weight:235it) F1-=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 5-16,8-14
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
WEDGE be installed during truss erection,in accordance with Stabilizer
Right:2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 18=639/0-8-0,16=1738/0-8-0,10=1302/0-8-0
Max Horz 18=538(LC 10)
Max Uplift 18=875(LC 12),16=937(LC 12),10=-820(LC 12)
Max Grav 18=649(LC 21),16=1738(LC 1),10=1411(LC 18)
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FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-276/621,3-4=470/956,4-5=-428/482,5-6=-1564/1050,6-7=-138311085, j
7-8=1596/1065,8-9=2893/1789,9-10=-3936/2230
BOT CHORD 2-18=-618/384,17-18=-579/338,16-17=-570/336,13-14=-1249/2505,1 2-13=-1859/3511,
10-12=-1855/3498
WEBS 4-17=-394/264,5-14=-327/1386,6-14=-255/601,7-14=-410/567,8-13=135/460,
9-13=-975/591,3-18=-6021771,4-16=438/727,15-16=-1487/738,5-15=-1397I761,
8-14=1304/950
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=43ft;eave=5.t;Cat.
11;Exp C;Encl.,GCp!=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(1)2-4-8 to 21-0-0,Exterior(2)21-0-0
to 22-1-0,Interior(1)28-2-2 to 45-0-3 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&
MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.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)Bearing atjoint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. j
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 875 lb uplift at joint 18,937 lb uplift at
joint 16 and 820 lb uplift at joint 10. 1
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11411.7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek®connectors j This design is based only upon parameters shown,and Is for on Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
ek•
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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610
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Job Truss Truss Type Qty Ply
T12279428
504927-GEM-TAYLOR B04 Hip 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:32 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-2zTUhBX4FWoGvF6LDG6Z9wi9dXDQRzTulhYHdYySicz
21-11-824-0-15 '
-2-0-0 7-4-0 13-4-0 19-0-1 21-0-0 22,14 28-11-3 35-6-0 43-1-0 45-1-0
2-0-0 7-4-0 6-0-0 5-8-1 1-11-15 0-112 4-10-4 6-6-13 7-7-0 2-0-0
0-11-8 1-11-11
Scale=1:80.6
5x8= 5x6=
6.00 12
6 7
I
5x6
3x6 i 8
5 32
5x6 i
3x6
0
9 I
4 14 0
15 5x6=
3x6% 13
3 31 6 4x8 Z- 33 12
1 3.00 12 10 CO
o Sx6 Ill
19 18 17 i
4x6=
b�6= 41i8
axe II
i
21-11-8
1 7-0-0 13-0-0 1 -0 19-0-1 21-9.122 -4 28-11-3 35-6-9 43-1-0
-10- 6-6-0 5.8-0 0 5-8-1 2-9-11 0-1 2 8-9-15 6-6-13 7-7-0
0-1-12
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-4],[4:0-3-0,0-3-0],[6:0-5-8,0-2-4),[7:0-4-0,0-2-8],(8:0-3-0,0-3-0],[10:0-0-5,Edge],[11:0-2-2,0-1-0],[12:0-3-0,0-3-0],[119:0-0-4
Edge]
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LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.27 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.69 12-13 >525 240
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.16 10 n/a nla
BCDL 10.0 Code FBC20147TPI2007 Matrix-AS Wind(LL) 0.40 12-13 >909 240 Weight:235lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied.
10-12:2x4 SP M 31 WEBS 1 Row at micipt 5-17,7-13
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) 19=645/0-8-0,17=1729/0-8-0,10=1305/0-8-0
Max Horz 19=-491(LC 10)
Max Uplift 19=-882(LC 12),17=927(LC 12),10=-823(LC 12)
Max Gram 19=655(LC 21),17=1729(LC 1),10=1412(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3—281/660,3-4=488/978,4-5_376/457,5-61320/1049,7-8=-2913/2144,
6-9=-2883/1917,9-10=3949/2391,6-7=-1621/1278
BOT CHORD 2-19—648/362,18-19=-608/357,17-18=600/354,14-15—292/1099,13-14=-686/1689,
12-13=-2009/3526,10-12=2003/3511
WEBS 4-18=-392/263,5-15=-383/1232,8-13=-445/520,9-13=-1004/628,3-19=-595l756,
4-17=-465f765,16-17=-1441/768,5-16=-1375/778,6-15=-576/269,6-14=-494/982,
7-13=-1028/1441
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l7omph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(1)2-4-8 to 19-0-1,Exterior(2)19-0-1
to 24-0-15,Interior(1)30-2-1 to 45-0-3 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&
MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 882 lb uplift at joint 19,927 lb uplift at
joint 17 and 823 lb uplift at joint 10.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom,chord.
®WARNING-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 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 appllcabllity of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated into prevent truckling 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 j
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Job Truss Truss Type Oty Ply
T12279429
504927-GEM-TAYLOR B05 Valley 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:32 2017 Pagel
I D:AogSCfV R90VAJac8htW RmrztOXU-2zTUhBX4FW oGvF6LDG6Z9wiKfXPi R6Ful hYHdYySicz
2-2-8 4-5-0
2-2-8 2-2-8
3x4= Scale=1:8.2
2
6.00 12
I
i
' 3
I
1
I
I
a r9
o mom ME=
I
i
2x4 2x4
q-q-g 4 5 0
448 008
Plate Offsets(X Y)-- [2-0-2-0 Edgel I
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014TFP12007 Matrix-P Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=126/4-4-0,3=126/4-4-0
Max Horz 1=33(LC 11)
Max Uplift 1=-64(LC 12),3=64(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1 and 64 lb uplift at
joint 3.
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I
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®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1Q/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 MiTeW
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Inslifute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
t
Job Truss Truss Type Qty Ply
T12279430
504927-GEM-TAYLOR B06 Hip 1 i
7f.r.n.. o .Iona"
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:34 2017 Page 1
I D:AogSCfVR90VAJacBhtW RmrztOXU-_LbF6tZKn72_8YGkKh91 FLnU3LvsvrtBm?1 OhQySicx
22-1-4
-0 13-4-0 17-0-1 21-0-0 2-11 26-0-15 28-11-3 35-6-0 43-1-0 45-1-0
2-0-0 7-4-0 6-0-0 3-8-1 3-11-15 11- 3-11-11 2-10.4 6-6-13 7-7-0 2-0-0
0-1-12
Scale=1:79.2
5x8
6.00 F12 6 36 7 37 85x6=
Sx6
3x6 i 9
5
5x6 i 33 34
3x6
1?4 10 0
15
m
16 5x8=
32 3x6 4x18 zZ 35
3 17 13
m 3.00 12 - 11 �?
` 1 2 5x6 z
20 19 18
_ 4I
4x6= 6x6
4x8 I I
22-1-4
-10 7-0-0 13-0-0 1 -0 170-1 21-9-12 21- -8 28-11-3 35-6-0 43-1-0
10 6-6-0 5-6-0 0.4 0 3-8-1 4-9-11 0. 2 6-9-15 6-6-13
0-1-12
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-4],[4:0-3-0,0-3-0],[6:0-6-0,0-2-8],[8:0-3-0,0-2-0],[9:0-3-0,0-3-0],[11:0-0-5,Edge],[12:0-2-2,0-1-0],[13:0-3-0,0-3-0];[20:0-0-4
Edge]
I
LOADING(psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) Well Vd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TO 0.81 Vert(LL) -0.27 13-14 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.69 13-14 >523 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(fL) 0.17 11 n/a rda
i
BCDL 10.0 Code FBC2014lTP12007 Matrix-AS Wjnd(LL) 0.40 13-14 >912 240 Weight:235 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP NO.2`Except' BOT CHORD Rigid ceiling directly applied.
11-13:2x4 SP M 31 WEBS 1 Row at micipt 5-18
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cros's bracing
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 20=645/0-8-0,18=1729/0-8-0,11=1305/0-8-0
Max Horz 20=-445(LC 10)
Max Uplift 20=885(LC 12),18923(LC 12),11=-824(LC 12)
Max Grav 20=654(LC 21),18=1729(LC 1),11=1406(LC 18)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-280/695,3-4=491/9%,4-5—319/457,5-6=-10471970,8-9=-2870/2193,
9-10=-2854/1975,10-11=-3927/2484,6-7=-2121/1649,7-8=-2121/1649
BOT CHORD 2-20=-674/361,19-20=-636/361,18-19=627/358,15-16=-248/849,14-15—955/1982,
13-14=2097/3506,11-13—2090/3490
WEBS 4-19=-390/263,5-16=-393/1104,9-14=403/510,10-14=-1013/672,3-20=-595l746,
4-18=-479/804,17-18=141W774,5-17=-1361/773,6-16=-715/336,6-15=-914/1592,
8-15=133/371,8-14=-872/1157,7-15=305/350
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft Cat.
11;Exp C;Encl.,,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11.-3 to 2-4-8,Interior(1)2-4-8 to 17-0-1,Exterior(2)17-0-1
to 32-2-1,Interior(1)32-2-1 to 45-0-3 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)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 885 lb uplift at joint 20,923 lb uplift at
joint 18 and 824 lb uplift at joint 11.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
I
i
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IOIO O15 BEFORE USE.
Design valid for use only with MlTeke connectors-Ttils design is based only upon parameters shown,and is for.an individual building component,not
a t1LW system.Before use,111e building designer must verify the applicability of design parameters and properly Incorporate this design into the overall v
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 SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply
Job Reference(optional) T12279431
504927-GEM-TAYLOR B07 Hip 1 1
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:35 2017 Pagel
ID:AogSCfVR90VAJac8htW RmrztOXU-SY9dJDZyYRArmirwuOgGnYKeplFPeJrL_fmxEtySicw
22-1-4
-2-10 7-4-0 13-4-0 15-0-1 21-0.0 2-11 2&0.15 2 11 3 35-6-0 43-1-0 45-1-0
2-0-0 7-4-0 6-0-0 1-8-1 5-11-15 11- 5-11-11 -10. 6-6-13 7-7-0 2-0.0
0-1-12
Scale=1:79.2
6x8= 8xl2 MT20HS
6.00 12
3x6 i 6 357 8
5
5x6
� 6x6
32 9
4 14 6
IN Sx10=
15
13
3
31 16 3x6 4x6 12 34 vs
m 3.00[12
10 •_R
0 1 2 5x6 ZZ: g
19 18 17
6x6= 4x8=
4x6=
4x8 11
15-0-1 22-1-4
10 7-4-0 13-0-0 1 -0 21-9-12 21- -8 28-0.75 2 11 3 35-6-0 43-1-0
-10 6-6-0 5-8-0 4 0 6-9-it 0- 2 5-11-11 1 66-1-3 7-7-0
1-8-1 0-1-12
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-4],[4:0-3-0,0-3-0],[6:0-6-4,0-2-8],[8:0-2-7,Edge],[9:0-3-0,Edge],[10:0-0-5,Edge],[11:0-2-2,0-1-0],[12:0-3-0,0-3-0],[19:0-0-4
Edgel
I
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL' 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.31 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.84 12-13 >429 240 MT20HS 18I/143
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(fL) 0.21 10 n/a rVa
BCDL 10.0 Code FBC2014frPI2007 Matrix-AS Wind(LL) 0.45 12-13 >799 240 Weight 227ID 111 =20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied.
10-12:2x4 SP M 31 WEBS 1 Row at midpt 9-13,5-17,6-14
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) 19=633/0-8-0,17=1745/0-8-0,10=1300/0-8-0
Max Horz 19=398(LC 10)
Max Uplift 19=-880(LC 12),17—929(LC 12),10=823(LC 12)
Max Grav 19=643(LC 21),17=1745(LC 1),10=1390(LC 18)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2591724,3-4=468/1002,4-5=-253/441,5-6—655/788,8-9=-2622/1849,
9-10=-3886/2562;6-7=2978/2195,7-8=-2978/2195 '
BOT CHORD 2-19=-697/340,18-19=658/340,17-18—650/337,14-15=-119/468,13-14=l247/2337,
12-13=2182/3469,10-12=2166/3456
WEBS 4-18=389/264,5-15=-416/1066,9-13=-1198/911,9-12=0/271,3-19=-599f742,
4-17=-478/846,16-17=-1435f767,5-16=1422f742,6-15=-878/449,6-14=-1576/2685,
8-14=-451/851,8-13=-2061498,7-14=424/448
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=l32mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(l)2-4-8 to 15-0-1,Exterior(2)15-0-1
to 34-2-1,Interior(1)34-2-1 to 45-0-3 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)All plates are MT20 plates unless otherwise indicated.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.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)Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 880 lb uplift at joint 19,929 lb uplift at
joint 17 and 823 lb uplift at joint 10.
10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design vaild for use only with MiTek®connectors]This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate This design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MIT eW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
i
I
I
Job Truss Truss Type Oty Ply
T12279432
504927-GEM-TAYLOR 808 Hip 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:36 2017 Page 1
I D:AogSCfVR90VAJacBhtW RmrztOXU-wkj?XZabJ kl iOsP6S6 BVKmss49cxNg_UDJ W VmJySicv
2-0-0 6-4-12 11-4-7 13-0-0 18-4-2 23-10-0 29-3-0 30-1r0 35-11-5 3Q-4-5 43-1-0 i 45
2 0 0 6-4-12 4-11-10 1-7-9 5-4-2 5-5-14 5-5-0 0110-0 5-10-5 0-5-0 6-5-11
Scale=1:77.9
I
5x6= 3x4 11
3x6= 3x6= 6x8 Q
6 37 7 38 8 39 9 10
6.00 12 5
3x6 i 11 j
436 m
0
0
35 15 7xB= 40 m
I �
2 3 3XG 12 cb
Y=1
0
23 22 21 41 42 20 19 43 18 1716
6 3x6= 4x6 3x8 3x4 11 3.00L2—
4I6 4x6= I
4x6 11
I
I
I
0 10 0 6-4-12 11-4-7 13-0-0 18-4-2 23-10-0 29-3-0 35-11-5 43-1-0
0-10-0 5-6-12 4-11-10 1-7-9 5-4-2 5-5-14 5-5-0 6-8-5 73; 1
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-41,[3:0-0-14,0-1-121,[6:0-3-0,0-2-01,[10:0-2-12,0-2-01,[12:0-1-5,Edge],[13:0-2-2,0-1-0],[15:0-2-8,0-2-12],[23:0-0-12,0-10-01
[23:0-0-0 0-1-121
I -
LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 14-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.66 14-15 >580 240
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.24 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(ILL) 0.31 14-15 >999 240 Weight 268ID 111 =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. Except:
WEBS 2x4 SP No.2 10-0-0 oc bracing:15-17
OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 6-19,6-21
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 12=1116/0-8-0,21=2771/0-11-5,23=-195/0-8-0
Max Horz 23=351(LC 11)
Max Uplift 12=-670(LC 12),21=-1578(LC 12),23=-498(LC 11)
Max Grav 12=1202(LC 18),21=2771(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-697/1214,3-4=-559/1381,4-5=-107511758,5-6=-950/1714,6-7=192/301,
7-8=-775l700,8-9=-1949/1177,9-10—1965/1166,10-11=-3200/2042,11-12=-3150/1778
BOT CHORD 2-23=-1161/769,22-23=1376/727,21-22=13761727,19-21=-990/997,18-19=-53/319,
14-15=698/1925,12-14=1452/2783
WEBS 4-22=-359/225,4-21=-518/844,5-21=-257/380,6-19=1074/1615,7-19=1114/914,
7-18=-680/998,B-18=-1091/646,15-18=-148/845,8-15=-617/1436,10-15=-68/516,
11-1 4=-444/529,3-23=153/303,6-21=-2241/1503,10-14=-966/1237
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-secorid gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(1)2-4-8 to 13-0-0,Exterior(2)13-0-0
to 35-11-5,Interior(1)35-11-5 to 45-0-3 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)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Bearing atjoint(s)12 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
e)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 lb uplift at joint 12,1578 lb uplift at
joint 21 and 498 lb uplift at joint 23.
9)This truss design requires that a minimum lot 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 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 {p
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 InstitIute.218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610
I
I
A l
Job Truss Truss Type aty Ply
T12279433
504927-GEM-TAYLOR B09 Hip 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:38 2017 Page 1
I D:AogSCfV R90VAJac8htW RmfztOXU-t7qlyEcrrMZPdAZVZXDzPByAmyJ4gafngd?bgBySict
-2-0-0 1-2- 9-4-7 11-0-0 14-0-4 16-6-0 23-6-0 27-9-8 32-1-0 37-3-12 43-1-0
2-0-0 -2- 8-2-7 1-7-9 3-0-4 2-5-12 7-0-0 4-3-8 4-3-8 5-2-12 5-9-4
I
Scale=1:79.4
I
I
5x6= 3x4= 5x6=
3x4= 5x6=
2x4 II 5 33 6 34 7 35 8 9
6.00 12 4
3x4
32 10 36 W
37 d
3x8 I I 31 u
3 2x4 II 0
m 2x4 11 17 11 ,Io
yl 1 16 0
0 20 19 18 2x4 11 4x4= 5x6 1b 14 38 39 13 12 j
2x4 11 5x8 11 5x6 �5x10- 5x8= 2x4 I I
3x6=
3x6= 3x6 11 5.66 12 8.00 12
2x4 11
I
1-2-0 11-10-12
10-0 9-0-7 11-0-0 14-0d 166-0 22-0-0 23-6-0 32-1-0 37-342 43-1-0
10-0 8-2-7 1-7-9 2-1-7 2-5-12 -2-12 5-9-4
0-0-0 0-10-12
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2.0-2-0 0-2-4] [3-0-0-8 1-0-8] [5.0-3-0 0-2-0] [7:0-3-0 0-3-0] [9:0-3-0 0-2-0] [11:0-2-12 0-1-8] [13:0-3-8 0-3-0],[21:0-2-4,0-2-6]1
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.42 18 >952 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.55 13-14 >739 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 HOrz(rL) 0.06 11 n1a n/a
BCDL 10.0 Code FBC2014TrP12007 Matrix-AS Weight 244it) 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. 1
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) 11=1325/Mechanical,20=447/0-8-0,19=1842/0-11-5 l
Max Horz 20=290(LC 11)
Max Uplift 11=-687(LC 12),20—664(LC 12),19=-938(LC 12)
Max Grav 11=1386(LC 18),20=458(LC 21),19=1842(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-145/615,3-4=-79/406,'4-5=84/453,5-6=1548/1314,6-7=2156/1685,
7-8=-1915/1547,8-9=1817/1444,9-10=2059/1498,10-11=-2475/1714
BOT CHORD 2-20341/210,15-16=-889/1548,14-15=-1357/2264,13-14—1150/1912,
12-13=-1426/2129,11-12=-1426/2129
WEBS 3-20=878/461,17-19=1711/1157,4-17=-5711781,7-15=-440/784,7-14=-1101/768,
8-1 3=-379/297,9-13=-351/601,10-13=-488/470,5-16=-1086/1708,6-16=-926l768,
6-15=-488/802,5-17=-1356/614
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=43ft;eave=5ft Cat.
11;Exp_C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Interior(1)2-4-8 to 11-0-0,Exterior(2)11-0-0
to 38-2-2,Interior(1)38-2-2 to 43-1-0 zone;cantilever left and right exposed;porch left 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,with BCDL=1 O.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 687 lb uplift at joint 11,664 lb uplift at
joint 20 and 938 lb uplift at joint 19.
8)This truss design requires that a minimumlof 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
I
1 �e
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev-10/0WO15 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 ice' f�F3
a truss system.Before use,file building designer must verify the applicability of design parameters and properly incorporate If 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
Job Reference(optional)
T12279434
504927-GEM-TAYLOR B10 Hip 1 1
�
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:89 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-LJO89acTcfhGFK8h7EICxOUM9MdVZ1 nwvHk9NeySics
-2-0-0 7-6-11 9-0-0 12-0-4 15-6-0 23-6-0 28-9-8 34-1-0 38-3-12 43-1-0 1
2-0-0 7-6-11 1-5-5 3-0-4 3-5-12 8-0-0 5-3-8 5-3-8 4-2-12 4-9-4
Scale=1:77.0
i
5x6=
� 3x4= 5x6= 3x4= 5x8=
6.00 rl2 4 5 33 634 7 358 9
10
3x4 i 31 32 36
6
3 11 ml o
01 2 17 16 15 Iola
20 19 18 3x8= Sx6 zz� 14 13 12
5x8 11 Sx6= 5x10 ZZ 3x4= 5x6= 3x6—
3x6= U6= 5.66 12 8.00 12
I
9-10-12 -
10- 7-6-11 9-0-0 12-0-0 75-6-0 22-0-0 238-0 2&9-8 34-1-0 43-1-0
-10- 6-&11 1-5-5 2-1-7 3-5-12 6-6-0 1-6-0 53-8 53-8 9-0-0
0-10-12
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-2-0,0-2-4],[5:0-3-0,0-2-0],[7:0-3-0,0-3-4],[9:0-6-0,0-2-8],[11:0-2-4,0-1-8],[12:0-3-0,0-3-0],[16:0-3-8,0-1-8],[17:0-4-0,0-2-4]!
[21:0-2-4 0-2-61
i
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.23 15 >999 360 MT20 2 /190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.57 15-16 >744 240
BCLL 0.0 ' Rep,Stress Incr YES WB 0.97 Horz(TL) 0.05 11 n/a n/a
I
BCDL 10.0 Code FBC2014/TPI2007' Matfix-AS Wind(LL) 0.35 15 >999 240 Weight:245lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-16
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=1388/Mechanical,19=1961/0-8-4,20=261/0-8-0
Max Horz 20=243(LC 11)
Max Uplift 11=-71O(LC 12),19—996(LC 12),20=507(LC 12)
Max Grav 11=1390(LC 22),19=1961(LC 1),20=274(LC 21)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-98/400,3-4=-118/519,4-5=0/499,5-6=-2244/1695,6-7—3123/2233,
7-8=2590/1938,8-9=-2522/1890,9-10=2286/1648,10-11=-2533/1872
BOT CHORD 19-20284/131,15-16=-1333/2244,14-15=-1885/3099,13-14=1528/2522,
12-13—1201/1995,11-12=-1573/2205
WEBS 17-19—1826/1241,4-17=-362/539,7-15=-759/1372,7-14=-1675/1100,8-13—407/370,
9-13=-488/771,9-12=119/322,10-12=-320/421,3-19—347/506,3-20=-476/313,
5-16=-1502/2379,6-16=960/807,6-15=-646/1006,5-17=1636/939
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l7omph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B=45ft;L=43ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpj=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 2-4-8,Intedor(1)2-4-8 to 9-0-0,Exterior(2)9-0-0 to
40-2-2,Interior(1)40-2-2 to 43-1-0 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 pending.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 710 Ib uplift at joint 11,996(b uplift at
joint 19 and 507 lb uplift at joint 20.
9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev.1010312015 BEFORE USE. e
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on Individual building component,not C9�
a truss system.Before use,the balding 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'Isibl
always required for stability and to prevent collapse with posse personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Insi itute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
e i II
Job Truss Truss Type city Ply
T12279435
504927-GEM-TAYLOR B11 Hip Girder 1
2 Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:45 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-9TmPQehECVRQzFbrUVrcBfkNW nd2zmPpHDBTaHySicm
-2-0-0 4-6-4 .i 7-0-0 9-4-0 10-10-0 17-3-12 i 22-0-0 �3-6-0 29-9-B - 36-1-0 43-1-0
2.0-0 4-8-4 2-3-12 2-4-0 1-6-0 6-5-12 -- 1-6-0 6-3-8 6-3-8 7-0-0
Scale=1:79.2
I
NAILED NAILED NAILED
NAILED NAILED NAILED NAILED
6x8= 4x8= 4x12= 4x6= 7x8= 4x8= 5x6—
6,00 12 NAILED NAILED —
2x4� 4 5 6 30 31 7 32 33 834 35 36 9 10
3
m
0
ei
m 2x4 I ! 11 r? o
1 2 19 18 17 Iv��
0 37 20 _38 39 40 41 16 42 0
2x4 II 21 7x8 NAILED 4x12 6x6�� 154344 45 4614 47 13 48 12 49 50 51
g�� NAILED
5x12 l 7x12= NAILED NAILED 6x6 Zz JUS24 5x6= 6x8= 4x4= JUS24 JUS24 4x6=
5x6 II HJC26 NAILED NAILED 6x8
8NAILED JUS24 JUS24 JUS24 JUS24 JUS24
8.00 12 NAILED
NAILED
010.0 7-0-0 7- 09-4-0 0-10- 17-3-12 22-D-0 236-0 29-9-8 M-'l0 43-1-0
0-10-0 6.2-0 0--02-2-0 1-6-0 6.5-12 4-8-4 1-10 6-38 6.36 7-0-0
Plate Offsets(X,Y)-- [1:0-2-2,0-1-0],[2:0-1-15,0-0-8],[2:0-0-4,Edge],[2:0-0-0,0-1-12],[2:0-2-10,0-5-4],(4:0-4-0.0-1-15],[6:0-3-8,0-2-0],[8:0-4-0,0-4-8],[10:0-3-0,0-2-7,],
[11:0-1-4 0-0-91 [17:0-2-8 0-2-8] [18:0-3-8 0-2-0] [21:0-6-0 0-4-121
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.28 16-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.71 16-18 >599 240
BCLL 0.0 Rep Stress Incr NO WB 0.90 HOrz(TL) 0.10 11 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Wind(LL) 0.4816-18 >895 240 Weight:604ID FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins.
1-4:2x4 SP M 31,10-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x6 SP No.2`Except`
17-19:2x6 SP DSS
WEBS 2x4 SP No.2`Except`
4-21:2x8 SP No.2
OTHERS 2x4 SP No.2
WEDGE
Left:2x8 SP No.2
REACTIONS. (lb/size) 11=3309/Mechanical,2=-2797/0-8-0,21=7366/0-8-0
Max Horz 2=195(LC 7)
Max Uplift 11=1992(LC 8),2=-3052(LC 18),21=-4596(LC 8)
Max Grav 11=3313(LC 18),2=1590(LC 5),21=7366(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=3275/5586,3-4=-3502/6030,4-5=-3401/5853,5-6=1929/3250,6-7=-4479/2623,
7-8=-7971/4787,8-9=-7914/4770,9-10=-5447/3427,10-11=-6257/3808
BOT CHORD 2-21=-4776/2920 20-21=-4302/2696 19-20=4861/3072 18-19=-3032/1995
16-18=-2417/4479,16-17=-1025/2283,15-16=151812347,14-15=1523/2431,
12-14=4290/72701 11-12=3279/5547
WEBS 7-18=1984/1432,7-17=-2320/3760,15-17=-638/564,8-17=648/602,9-14=-359/549,
9-12=-2182/1224,10-12=-1420/2440,5-20=-1158/1865,5-19=902/1740,
14-17=-2808/4915,9-17=-3451758,4-21=-2703/1762,5-21=-3499/2059,3-21=896/536,
6-19=-3576/2296,6-18=-4715l7974
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6 2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to;all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15111;B=45ft;L=43ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right 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
nu �rt ale
CQ9ti wINGP ve'nty2deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev.1 0/0 312 0 1 5 BEFORE USE.
BDDesign valid for use only with MITek®connectors)This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer mrist verity the applicability of design parameters and property Incorporate flits design Into the overall �y T
building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing I V lli iek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BlvdI
Safety Information available from Truss Plate InstitIufe,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
III
Job Truss Truss Type Qty Ply
T12279435
504927-GEM-TAYLOR B11 Hip Girder 1
2 Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:45 2017 Page 2
I D:AogSCf VR90VAJacBhtW RmrztDXU-9Tm PQehECV RQzFbrUVrcBfkNW nd2zmPpH DBTaHySicm
NOTES-
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1992 lb uplift at joint 11,3052 Ib uplift at joint 2 and 4596 Ib uplift m joint 21.
10)This truss has large uplift reaction(s)from;gravity load case(s).Proper connection is required to secure truss against upward movement at the bearing 2.Building designer
must provide for uplift reactions indicated!
11)Use USP HJC26(With 16d nails into Girder&1Od nails into Truss)or equivalent at 7-0-6 from the left end to connect truss(es)to back face of bottom chord.
12)Use USP JUS24(With 1Od nails into Girder&1od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 27-0-12 from the left end to 41-0-12 to connect
truss(es)to back face of bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
14)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)243 lb down and 264 lb up at 7-0-0 on top chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,4-10=60,10-11=-60,2-20=-20,19-20=-20,16-19=20,15-16=20,11-15=20
Concentrated Loads(lb)
Vert:4=90(B)20=59(B)19=-99(B)13=-335(B)7=-95(B)18=-99(B)5=-122(B)6=-95(B)30=95(B)31=-95(B)32=-95(B)33=-95(B)34=-95(B)35=-131(B)37=12(B)
38=-99(B)39=-99(B)40=99(B)41=99(B)42=-99(B)44=-67(B)45=-335(B)46=335(B)47=-335(B)48=-335(B)49—335(B)50=-335(B)51=335(B)
i
I
I
I
i
i
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103,2015 BEFORE USE.
Design valid for use only with MiTek®connectors j 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
fabrlcatlon,storage,delivery,erection and bracfng of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvdi
Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
I It
` ,
Job Truss Truss Type city Ply
T12279436
504927-GEM-TAYLOR Coll Roof.Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:46 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-efJndzisypZHbOA11 CNrktHZQBOyi EayWtxl6kySicl
3-7-0 6-6-8 13-0-0 21-6-8 30-1-0 37-3-0
3-7-0 2-11-8 6-5-8 8-6-8 8-6-8 7-2-0
Scale=1:65.8
I
6x6 3x8= 5x6 z
6.00 F12
4 17 18 5 19 20 6 I
21
4x6= 4x8= 5x6= 16 22 I5x6
Cr
1 2 7 co
6
ID
M
0 To
k14 1.=
3x6 11
5x6= 13 12 11 10 9 8
3x6
5x6 zz 4x4= 3x8= 5x6= 4x8= I
6.00112
i
I
1-7-0 3-7-0 6-6-8 13-0-0 21-6-8 30-1-0 37-3-0 1
1-7-0 2-0-0 2-11-8 6-5-8 8-6-8 8-6-8 7-2-0 1
Plate Offsets(X Y) f4:0 3 8 0-2-4] [7:Edge 0-1-12] [10:0-3-0 0-3-4]
I
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) -0.16 10-11 >999 360 MT20 24 /190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.45 10-11 >993 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.84 Horz(TL) 0.09 8 n/a n/a
I
BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Wind(LL) 0.19 10-11 >999 240 Weight:224ID 1-11 =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 WEBS 1 Row at micipt 5-11,5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 15=1478/Mechanical,8=1478/Mechanical
Max Horz 15=155(LC 11)
Max Uplift 15=-750(LC 12),8=-748(LC 12)
Max Grav 15=1478(LC 1),8=1506(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-15=-1412/933,1-2=-842/534,2-3=2336/1541,3-4=-2256/1502,4-5=2001/1476,
5-6=-1396/1081,6-7_1596/1082,7-8=1443/1039
BOT CHORD 13-14=-1019/1677,12-13=-935/1533,11-12=-1557/2494,10-11=-1306/2233,
9-10=-1308/2233
WEBS 1-14=957/1533,2-14=-863/605,2-13=675/443,2-12=939/1463,3-12=1065/799,
3-11=-505/396,4-11=-1 94/595,5-11=-430/168,5-10=0/418,5-9=-1134/630,6-9=0/358,
7-9=-808/1406
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-8-12,Intedor(1)3-8-12 to 13-0-0,Exterior(2)
13-0-0 to 33-9-11,Interior(1)33-9-11 to 37-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections.
7).Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 750 lb uplift at joint 15 and 748 lb uplift
at joint 8. 1
8)This truss design requires that a minimumlof 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
i
I
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1=12015 BEFORE USE.
Design valid for use only with MiTek®connectors:This design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
I
i
I
Job Truss Truss Type Qty Ply
T12279437
504927-GEM-TAYLOR CO2 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:47 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-6st9gdjUj7h8CYIDbwu4G4pmlaN3Rmr61XgafAySick
3-7-0 8-6-8 11-0-0 8-0-15
25-0-1 32-1-0 — 37-3-0
3-7-0 4-11-8 2-5-8 7-0-15 6-11-3 7-0-15 5-2-0
I
Scale=1:65.8
6.00 FIT 5x8=
3x4= 5x6= 5x6=
46= 3x4= 5x6= 4 19 20 5 21 6 22 23 7 24
1 2 >25
18
m
0
m
d0
' o
17 16 151I
3x6 11
5x6 ZZ 15 14 13 11 10 9
Sx10 ZZ 3x4= 3x4= 3x8 MT20HS= 3x4= 4x8= 3x6 I I
6.00 12
1-7-0 3-7-0 11-0-0 18-0-15 25-0-1 32-1-0 37-3-0
1-7-0 2-0-0 7-5-0 7-0-15 6-11-3 7-0-15 5-2-0
Plate Offsets(X Y)-- [4:0-6-0 0-2-8] [6:0-3-0 0-3-41 [7:0-4-0 0-2-8]
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well, Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL). -0.40 11-13 >999 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.52 HOrz(fL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Wind(LL) 0.22 13 >999 240 Weight:232lb 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 WEBS 1 Row at midpt 3-15,6-10,5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 17=1478/Mechanical,9=1478/Mechanical
Max Horz 17=88(LC 11)
Max Uplift 17=-755(LC 12),9=-743(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-17=-1415/968,1-2=-596/391,2-3=11137760,3-4=2329/1571,4-5=-2516/1764,
5-6=2219/1586,6-7=-1214/960,7-8=-1413/969,8-9=-1433/1030
BOT CHORD 15-16=743/1253,14-15—1403/2211,13-14=-1267/2081,11-13=1557/2516,
10-11=1377/2209
WEBS 1-16=-945/1454,2-16=-987/697,2-15=-279/533,3-15=-1457/1002,3-14=-271/272,
4-14—155/433,7-10=-23/339,8-10=830/1363,6-10=1317/806,4-13—384/657,
6-11=-82/458,5-13=-272/304,5-11=-400/243
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 11-0-0,Exterior(2)
11-0-0 to 35-9-11,interior(1)35-9-11 to 37-1-4 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
s)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s)for truss to truss connections.
8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 755 lb uplift at joint 17 and 743 Ib uplift
at joint 9.
9)This truss design requires that a minimum!of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
i
i
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M1F7473 rev.10/0312015 BEFORE USE �
Design valid for use only with MITek®connectors]This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ,MiTek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and 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 33,
x
Job Truss Truss Type Qty Ply
�T12279438
504927-GEM-TAYLOR CO3 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:48 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-a2RX2fj6UQp?giKQ9dPJpHMya_jGAEEF_BQ7BcySicj
1-7-0 3-7-0 10-4-14 17-0-15 23-9-1 30-5-2 37-3-0
1-7-0 2-0-0 6-9-14 6-8-2 6-8-2 6-5-2 6-9-14
Scale:3/16"=1'
I
4x6= 3x4= 3xB= 5x6= 3x8= 5x6= 4x6=
1 2 17 3 18 4 19 5 6 20 7
1
o
16 4,
15 I�
3x6 11
5x6 zz 14 13 12 11 10 9 S
Sx10� 2x4 II 3x8= 4x12= 3x6 II
6.00 12 3x8 rv1T20HS=
2x4 II
I
I
1-7-0 3-7-0 10-4-14 17-0-15 23-9-1 30-5-2 37-3-0
1-7-0 2-0-0 6-9-14 6-8-2 6-8-2 6-5-2 6-9-14
Plate Offsets(X Y)-- [4:0-3-0 0-3-0] [6:0-3-0 0-3-41
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.20 10-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.55 10-12 >812 240 MT20HS 18I/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.51 HOrz(fL) 0.11 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.31 10-12 >999 240 Weight 2221b F1-=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 WEBS 1 Row at micipt 3-14,5-9,7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=1478/Mechanical,8=1478/Mechanical
Max Uplift 16=749(LC 12),8=-749(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-16=-1417/931,1-2=-561/354,2-3=-1066/679,3-4=-3036/1876,4-5=-3036/1876,
5-6=-1843/1152,6-7=-1 84311152,7-8=1413/978
BOT CHORD 14-15=-770/1201,13-14=-1530/2469,12-13=-1530/2469,10-12—1749/2826,
9-10—1749/2826
WEBS 1-15=-912/1458,2-15=-1010/641,2-14=-200/530,3-14=-168711034,3-13=01283,
3-12=-428/686,4-12=-398/394,5-12=-195/254,5-10=0/263,5-9=1190/736,
6-9—427/441,7-9=-1365/2188..
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterjor(2)0-1-12 to 3-8-12,Interior(1)3-8-12 to 37-1-4 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)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 749 lb uplift at joint 16 and 749 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 1/2"gypsum
sheetrock be applied directly to the bottom;chord.
I
i
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE. p�pq
Design valid for use only with MITek®connectors.IThis design is based only upon parameters shown,and Is for an Individual building component,notCy�
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate InstitIute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33, o
Job Truss Truss Type Qty Ply
T12279439
504927-GEM-TAYLOR C04 Roof Special Girder 1
2 Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:52 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-Sph2ul mdYtJQJJeBOTTFz7XgGb3p6zZruoOLKNySicf
1-7-0 3-7-0 9-3-8 14-10-4 20-5-0 25-11-12 31-6-8 37-3-0
1-7-0 2-0 o 5-8-8 5-6-12 5-6-12 5-6-12 5-6-12 5-8-8
Scale=1:66.9
I
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
5x6= 4x4= 4x8= 7x8= 4x8= 7x8= 5x8= 2x4 11
NAILED NAILED NAILED NAILED NAILED NAILED NAILED
1 18 19 2 20 21 3 22 23 4 24 25 5 26 27 28 29 6 30 31 32 337 34 35 8
0
17 3616 I�
6.00 L12 3x12 II 37 15 38 39 14 40 41 13 42 43 1244 45 46 47 48 4910 50 51 9
' 5x6; _ 6x6=
6x10= NAILED NAILED 2x4 I I NAILED 4x8 NAILED NAILED 7x8= NAILED 5x8= NAILED 2x4 11 NAILED
NAILED NAILED NAILED NAILED
NAILED NAILED NAILED NAILED NAILED NAILED
I
i
1-7-0 3-7-0 9-3-8 14-10-4 20-5-0 25-11-12 31-6-8 37-3-0
1-7-0' 2-0-0 5-8-8 5-6-12 5-6-12 5-6-12 5-6-12 5-8-8
Plate Offsets(X Y)— [4:0-4-0 0-4-8] [6:0-4-0 0-4-8] f9:0-3-0 0-4-4] [12:0-4-0 0-4-8j [16:0-3-0 0-3-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.24 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.61 12-13 >729 240
BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.10 9 n/a n/a j
BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.38 12-13 >999 240 Weight b4011) 1-11 =20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing.
REACTIONS. (lb/size) 17=3209/Mechanical,9=3060/Mechanical
Max Uplift 17=1728(LC 8),9=1647(LC 8)
Max Grav 17=3212(LC 25),9=3060(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-17=-3007/1645,1-2=-1787/952,2-3=-3054/1662,3-4=-8334/4490,4-5=-8334/4490,
5-6=7311/3938,6-7=-7311/3938
BOT CHORD 15-16=-1856/3430,14-15=-3505/6508,13-14=-3505/6508,12-13=4635/8597,
11-12=4635/8597,10-11=2426/4498,9-10—2426/4498
WEBS 1-1 6=-1 797/3379,2-16=1953/1081,2-15=-277/877,3-15=-4017/2142,3-14=01470,
3-13=-1154/2138,4-13=-671/626,5-13—308/221,5-12=0/447,5-11=-1506/817,
6-11=-652/610,7-11=-1 770/3294,7-10=0/477,7-9=5208/2810
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: j
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=37ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1728 lb uplift at joint 17 and 1647 lb
uplift at joint 9.
9)"NAILED"indicates 3-1od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-8=-60,16-17=-20,15-16=-20,9-15=-20
®WARNING-Verily design 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 MITek6 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a tnrss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracl6g 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 City Ply
T12279439
504927-GEM-TAYLOR C04 Roof Special Girder 1
2 Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:04:52 2017 Page 2
I D:AogSCfVR90VAJac8htW RmrztOXU-Sph2ul mdYfJOJJeBOTTFz7XgGb3p6zZruoOLKNySicf
LOAD CASES) Standard
Concentrated Loads(lb)
Vert:3=-122(F)14=-59(F)13=59(F)4—122(F)18=-81(F)19—77(F)20=-122(F)21=-122(F)22=-122(F)23—122(F)24=-122(F)25=-122(F)26—122(F)28=-.122(F)
29=-122(F)30—122(F)31=-122(F)'33=-122(F)34=-122(F)35=122(F)36—127(F)37=126(F)38=-59(F)39=59(F)40=-59(F)41=-59(F)4259(F)43=59(F)
44=-59(F)45=-59(F)46=-59(F)47=-59(F)48=-59(F)49=-59(F)50=-59(F)51=-59(F)
i
I
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i
I
I
I
I
I
I
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a inrss system.Before use,the building designer rduit verity the applicability of design parameters and properly Incorporate this design into the overall Mew
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYi� ew
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI 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 City Ply T12279440
504927-GEM-TAYLOR CJ1 Corner Jack 11 1
Job Reference(optional)
Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:53 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-w?E05NnFJzSHwTDNyA?UW L3pl?asrcS_7S7usgySice
-2-0-0 1-0-0
2-0-0 1-0-0
Scale=1:9.3
3
I
I
6.00 FIT
2 6 0
2x4 i l o
m
o
4
2x4 II
1
i
3x4=
I
i
1-0-0
1-0-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-3-12 O-0-OI
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(L-) 0.00 10 >999 360 MT20 244.190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vett(TL) 0.00 10 >999 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.00 10 >999 240 Weight:10lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=-26/Mechanical,2=269/0-8-0,4=-48/Mechanical
Max Horz 2=119(LC 12)
Max Uplift 3=-26(LC 1),2=-368(LC 12),4=-48(LC 1)
Max Grav 3=64(LC 12),2=269(LC 1),4=105(LC 12)
I
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
I
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 26 lb uplift at joint 3,368 lb uplift at joint
2 and 48 lb uplift at joint 4.
I
I
I
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mn EK 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 verity the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avaliable from Truss Plate Instittlle,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Oty Ply
I �91
504927-GEM-TAYLOR CJ2 Corner Jack 4 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:55 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-tOMBW2pVrai?AnMm3blybm9DxpCoJVnHbmc?xiySicc
-2-0-0 1-0-0
2-0-0
Scale:1"=1'
i
2x4 11 3
2
6.00 F12
I
I
ro
i
ur I
0
I
d
a
i
i
2x4= 5 2x4 11 1
PROVIDE ANCHORAGE,DESIGNED BYIOTHERS,
AT BEARINGS TO RESIST MAX.UPLIFT
AND MAX HORZ.REACTIONS i
SPECIFIED BELOW.
1-0-0
1-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 5 n/r 120 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(fL) -0.00 5 n/r 120
BCLL 0.0 Rep Stress Incr, YES WB 0.01 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:11lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cros's bracing
be installed during truss erection,In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=157/Mechanical,4=77/Mechanical
Max Harz 3=233(LC 1),4=289(LC 12)
Max Uplift 3=-157(LC 12),4=89(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-689/283,2-3=-652/278
BOT CHORD 1-5=-233/698,4-5=-233/698
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;.BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4lt;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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 157 lb uplift at joint 3 and 89 lb uplift at
joint 4.
6)n/a
I
I
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mil-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 -
r
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 MiTeW
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East
Safety Information available from Truss Plate Institlute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
,T12279442
504927-GEM-TAYLOR CJ3 Corner Jack 3 1
Job Reference(optional)
Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:56 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-LawZjOg7cugsmaydJYB8zhKGDcM2yCRpQMYT9ySicb
-2-0-0 3-0-0
j 2-0-0 3-0-0
Scale=1:14.3
3
6.00 F12
12
N
2x4 I I 2
co
0
4
2x4 11 11
1
3x4=
2x4 11
300 J
3-0-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-0-8 0-0-01 I
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 4-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rda
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) -0.01 4-10 >999 240 Weight 16lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pi rlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=58/Mechanical,2=272/0-8-0,4=21/Mechanical
Max Harz 2=178(LC 12)
Max Uplift 344(LC 12),2=-262(LC 12)
Max Grav 3=70(LC 17),2=272(LC 1),4=47(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opst;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 2-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 3 and 262 lb uplift at
joint 2.
i
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.lThls design Is based only upon parameters shown,and is for an Individual building component,not
a in155 system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Met 1
building design. Bracing Indicated is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WeW
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 bracng of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Qty Ply
T12279443
504927-GEM-TAYLOR CJ5 Corner Jack 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:59 2017 Page 1
ID:AogSCfVR90VAJac8htWRmrztOXU-19chMQsOvpCReOgXIR5ulcJrIQZ1FJi WOaD4UySicY
5-0-0
5-0-0
Scale=1:19.2
3
I
i
i
6.00 12
m
p I
D
� N I
N
I
11 �
3x4=
2x4 11 2
i
m I
1 ;I
2x4 11 4
I
1
2x4 II
5-0-0 ---—�
5-0-0
Plate Offsets(X Y)-- (1:0-2-2 0-1-01
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.06 4-10 >912 240
BCLL 0.0 Rep Stress[nor YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.05 4-10 >999 240 Weight:23 ID FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=1 2 1/Mechanical,2=336/0-8-0,4=53/Mechanical
Max Horz 2=239(LC 12)
Max Uplift 3=-113(LC 12),2=-261(LC 12)
Max Grav 3=141(LC 17),2=336(LC 1),4=87(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 4-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. i
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 261 lb uplift at
joint 2.
6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
i
i
I
i
i
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.f0/03/2015 BEFORE USE.
Design valld for use only with MITek®connectors j This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNdl
Safety Information available from Truss Plate InstitIiife,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Oty Ply
T12279444
504927-GEM-TAYLOR CJ11 Corner Jack 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04 53 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-w?E05NnFJzSHwTDNyA?UW L3p l?bprcS_7S7usgySice
1-0-0
1_0.0
i Scale=1:9.&
3
I � I
ax4=
I '
6.00 12 O
a
W
a
2 6
a
) L
2x4 11 2x4 11
1
4
I
2x4 11
o-to-o 1-0-0 '
0-10-0 6 0
Plate Offsets(X Y)-- [1'0-2-2 0-1-0] [2:0-4-12 0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.00 2 >999 360 MT20 244%190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 2 >999 180
BCLL 0.0 Rep Stresslncr YES WB. 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 Matrix-MP Wind(LL) -0.00 2 >999 240 Weight:12lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=58/Mechanical,4=-132/Mechanical,2=269/0-1-8
Max Harz 2=119(LC 12)
Max Uplift 3—94(LC 12),4=132(LC 1),2=-373(LC 12)
Max Grav 3=58(LC 17),4=267(LC 12),2=269(LC 1)
!
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsi;h=1511;13=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 '
2)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 20.6psf 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)2.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3,132 lb uplift at joint 1
4 and 373 lb uplift at joint 2.
i
I
I
I
I
l
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mf1-7473 rev.10/03201S 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 Mffek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Qty Ply
T12279445
504927-GEM-TAYLOR CJ12 Corner Jack 1 1
i Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04454 2017 Page 1
I D:AogSCf VR90VAJac8htW RmrztOXU-PCopl iot4Ga8YdnaV u Wj2Yc5U PxVa2i8M6tSPGySicd
1-0-0
1-0-0
Scale=1:7.0
6.00 F12 2
I
v
6
1
m
0
o
m I
0
I
I
3 1
><
><
2x4
100
1-0-0
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL • 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 6 >999 240 Weight:3lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pl riins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=40/0-8-0,2=22/Mechanical,3=17/Mechanical
Max Horz 1=30(LC 12)
Max Uplift 1=-11(LC 12),2=-21(LC 12),3=8(LC 12)
Max Gram 1=40(LC 17),2=26(LC 17),3=19(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 11 lb uplift at joint 1,21 Ito uplift at joint 2
and 8 Ito uplift at joint 3.
i
I
i
I
WARNING-Verify 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.IThis 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�fl
building design. Bracing indicated is to prevent Euakling of individual truss web and/or chord members only.Additional Temporary and permanent bracing MiTek'
5 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,detivery,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
t
Job Truss Truss Type Qty .Ply
T12279446
504927-GEM-TAYLOR CJ23 JACK-OPEN B 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:55 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-tOM B W 2pVrai?AnM m3b 1 ybm9DEpHQJVyHbmc?xiySicc
1-6-0
160
Scale=1:8.8
3
I
r
r
0
6.00 F12
i
T
2
m
T
0
i
i
2x4 I
4
1
I
2x4=
1-6-0
1-6-0
Plate Offsets(X Y)— [1:0-2-2 0-1-0] [2:0-3-0 Edge]
I
LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL' 1.25 TC 0.20 Vert(LL) -0.00 8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 ID FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=22/Mechanical,2=168/0-4-0,4=5/Mechanical
Max Horz 2=104(LC 12)
Max Uplift 3=-16(LC 9),2=-178(LC 12)
Max Grav 3=27(LC 17),2=168(LC 1),4=23(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. -
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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 16 lb uplift at joint 3 and 178 lb uplift at
joint 2.
i
I
j
i
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.101=015 BEFORE USE. R'
Design valid for use only with MITek®connectors)This design Is based only upon parameters shown,and Is for an Individual building component,not [`
a truss system.Before use,the building designer rirust 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 Mffek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
i
k
Job Truss Truss Type Qty Ply
T12279447
504927-GEM-TAYLOR CJ31 Corner Jack 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04:57 2017 Page 1
j ID:AogSCfVR90VAJac8htWRmrztOXU-pnUxxkgmNByjP5W8BO3QgBEUUcgHn 3a2456?bySica
1 -2-0-0 3-0-0
2-0-0 3-0-0 I
� I
Scale=1:14.3
4
I
6.00 F12 2x4 II
3 m I
0
ro
3x4=
I
j
5 �
2x4 II 12
1 6
3x8 11
2x4 II
0-10-0 3-0-0
0-10-0 2-2-0 j
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-1-8 0-0-0] [2:0-2-0 0-1-8] [3:0-0-14 0-1-12] [6:0-0-4 Edge] [6:0-0-0,0-1-12]
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL. 1.25 TC 0.54 Vert(LL) 0.00 5-6 >999 360 MT20 244h 90
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.01 5-6 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 HOrz(TL) 0.04 4 n/a n1a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.01 5-6 >999 240 Weight:18lb =20%
LUMBER- BRACING- j
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pi rlins.
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
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide. j
REACTIONS. (lb/size) 4=-30/Mechanical,5=-69/Mechanical,6=451/0-8-0
Max Horz 6=178(LC 12)
Max Uplift 4=-30(LC 1),5=-69(LC 1),6—502(LC 12)
Max Grav 4=52(LC 12),5=120(LC 12),6=451(LC 1)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 2-6=95/268
WEBS 3-6=-251/504
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1511;B--45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-2-0,Intedor(1)1-2-0 to 2-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 4,69 lb uplift at joint 5
and 502 lb uplift at joint 6.
i
I
I
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI/-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 into the overall
building design. Bracing indicated is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MIT61C
Is always required for stability and to prevent collbpse 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,DSO-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Instifute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
i
i
1
� L
Job Truss Truss Type city Ply
T12279448
504927-GEM-TAYLOR CJ32 Corner Jack 2 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04157 2017 Page 1
I D:AogSCfVR90VAJac8htW R mrztOXU-pnUxxkgmNByj P5 W 8BO3OgBERjctTnNOa2456?bySica
-2-0-0 3-0-0
2-0-0 3-0-0
Scale=1:14.3
4
I
3x6 11
3
6.00 F12
m
14 w
ur
2 2x4 11
Ll
2x4 11 13
4x4=
1 6
3x6 I
i
2x4 11
2-4-0 3-0-0
2-4-0 0-8-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.00 5-6 >999 360 MT20. 244,1190
TCDL 10,0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.00 5-6 >999 240 1
BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.09 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(ILL) -0.00 5-6 >999 240 Weight:20lb FT=20%
i
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc lurlins.
BOT CHORD 2x4 SP M 31 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
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=-185/Mechanical,5=315/Mechanical,6=852/0-8-0
Max Harz 6=178(LC 12)
Max Uplift 4=-185(LC 1),5=-315(LC 1),6=-1001(LC 12)
Max Grav 4=231(LC 12),5=404(LC 12),6=852(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 2-6=95/266
WEBS 3-6=-366/748
NOTES-
1)Wlnd:ASCE 7-10;Vuit=l70mph(3-second gust)Vasd=132mph;TCDL=5.opsf;BCDL=5.Opsf;h=1511;B=45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 2-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 4,315 lb uplift at
joint 5 and 1001 lb uplift at joint 6.
i
I.
I
i
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mf1-7473 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 tits 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 NOW I
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erectton and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNB.
Safety Information avallable from Truss Plate Institute-218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T12279449
504927-GEM-TAYLOR CJ35 Corner Jack 4 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:0458 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-Hz2J 84rO8V4a1 E5LkjafDOngm0i n W shj HkrfY1 ySicZ
3-0-0
3-0-0 1
Scale=1:14.3
3
6.00 12
C
m
6
2x4 I I 2
m
o
4
2x4 11 10
i
1
4x6=
l
2x4 11
2-8-0
2-8-0
Plate Offsets(X Y)-- (1:0-2-2 0-1-01
LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 9 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 9 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a j
BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) -0.00 9 >999 240 Weight:21 Ito Fr=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins.
BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cros's bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=56/Mechanical,2=272/0-8-0,4=23/Mechanical
Max Horz 2=178(LC 12)
Max Uplift 3=-64(LC 12),2=-264(LC 12)
Max Grav 3=63(LC 17),2=272(LC 1),4=54(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-2-0,Interior(1)1-2-0 to 2-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 Ito uplift at joint 3 and 264 Ito uplift at
joint 2.
i
I
i
I I
i'
i
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE
Design valid for use only with MiTek®connectors.IThis design Is based only upon parameters shown,and is for an Individual building component,not
a trLJ$S 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
fabrlcotlon,storage,delivery,erection and bracing of trusses and truss systems,seeAN51/iPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd
Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type City Ply
T12279450
504927-GEM-TAYLOR CJ51 Corner Jack 1 1
Job Reference(optional)
Tibbetts Lumber, I 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:04'.59 2017 Page 1
ID:AogSCfVR90VAJacehtWRmrztOXU-19chMQsOvpCReOgXIR5ulcJgYQXWFII tWOaD4UySicY
-2-0-0 5-0-0
2-0-0 5-0-0
Scale=1:20.0
4
I
I
6.00 1112
N
0
m
N
N
2x4 A I 3
4x4=
2
2x4 11
1 6 5
LJ
3x8 I
2x4 II
0-10-0 5-0-0
0-10-0 4-2-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-2-0 0-1-4] [3:0-0-14 0-1-12] [6:0-0-4 Edge] [6:0-0-0,0-1-12]
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.01 5-6 >999 360 MT20 244190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Ved(TL) 0.01 5-6 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 HOrc(fL) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2014fFP12007 Matrix-AS Wind(LL) -0.04 5-6 >999 240 Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=65/Mechanical,5=5/Mechanical,6=440/0-8-0
Max Horz 6=239(LC 12)
Max Uplift 4=-66(LC 9),6=-400(LC 12)
Max Gram 4=87(LC 17),5=55(LC 3),6=440(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=410/168
BOT CHORD 2-6=-139/339
WEBS 3-6=-349/662
NOTES-
1)Wind:ASCE 7-10;Vult=l70mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1511;B=45ft-,L=24ft;,eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-2-0,Interior(1)1-2-0 to 4-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 400 lb uplift at
joint 6.
6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
1
I
I
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mil-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/TPI1 Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
j
Job Truss Truss Type Qty Ply
�279:451
504927-GEM-TAYLOR CJ55 Corner Jack 4 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05200 2017 Page 1
ID:AogSCfVR90VAJac8htW RmrztOXU-DMA4Zmtef6KIGYFjs8d7lpsOVgyl_kHOk2KmcwySicX
-2-0-0 2-8-0 5-0-0
2-0-0 2-8-0 2-4-0
Scale=1:19.2
4
I
I
m
6.00 12 O
I
3
N I
15
3x4=
5 0
2x4 11 2 i
4x4 i
N
2x4 11
7
2x4 II 4x4'= 6.00 12
1 I
2-8-0 4-8-0 5-0-0
2-8-0 2-0-0
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-0-8 0-0-0] [8:0-0-0 0-1-12] [8:0-1-12 0-1-10]
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 6-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6-8 >999 240
BCLL 0.0 ' Rep Stresslncr YES WB 0.19 HOrz(fL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Wind(LL) 0.01 8 >999 240 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
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=67/Mechanical,2=348/0-8-0,5=139/Mechanical
Max Horz 2=239(LC 12)
Max Uplift 4=-73(LC 12),2=-255(LC 12),5=-14(LC 9)
Max Grav 4=76(LC 17),2=348(LC 1),5=178(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 2-7=298/284,6-7=405/401,6-8=-351/358
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 4-11-4 zone;cantilever
left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 4,255 lb uplift at joint
2 and 14 lb uplift at joint 5.
6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
I
i
I
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10M2015 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 MiTeW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7Pli Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
I '
i
Job Truss Truss Type city Ply
T12279452
504927-GEM-TAYLOR DOI GABLE 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05';02 2017 Page 1
ID:AogSCNR90VAJac8htW RmrztOXU-AkHq_SuuBkaOVsP6zZfbNExLvdTjSYRJCMpthoySicV
-2-0-0 3-0-0 8-8-9 14-3-7 20-0-0 23-0-0 25-0-0
2-0-0 3-0-0 5-8-9 5-6-13 5-8-9 3-0-0 2-0-0
� Scale=1:46.8
4x4=
TOP CHORD MUST BE BRACED BY END JACKS,
ROOF DIAPHRAGM,OR PROPERLY CONNECTED
P RUNS AS SPECIFIED. j
i
ca
I
I
48= NAILED AILED NAILED _
4x8
NAILEC ILED 44=
6.00 F12 3 NAILE D 4 i NAIL ILED
9 40 41 042 43 44 45 48 49 rm
0
2 r 7 m
of 12 51 52 11 53 54 55 56 t0 57 58 9 8
NAILED NAILED NAILED _ NAILED NAILED
5x8= 6x6— 44=
44= NAILED NAILED NAILED
I
3-0-0 8-8-9 144 20-0-0 23-0-0
3-0 0 5-8-9 5-6-13 5-8-9 3-0-0
Plate Offsets(X,Y)— [1:0-2-2,0-1-0],[3:0-6-0,0-1-12],[3:0-1-12,0-4-11],[6:0-6-0,0-1-12],[6:0-1-12,0-1-61,[8:0-2-2,0-1-01,[10:0-3-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.19 10-11 >999 360 MT20 244/190
TCDL 10:0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.54 10-11 >513 240
BCLL 0.0 Rep Stress Ihcr NO WB 0.53 Horz(TL) 0.09 7 Na Na
BCDL 10.0 Code FBC2014/TPI2OO7 Matrix-MS Wind(LL) 0.31 10-11 >894 240 Weight:167 to FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc puriins.
3-6:2x4 SP M 31 Except:
BOT CHORD 2x4 SP No.2 3-9-0 oc bracing:3-4,5-6
WEBS 2x4 SP No.2 3-10-0 oc bracing:4-5
OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing.
JOINTS 1 Brace at Jt(s):4,5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1055/0-8-0,7=1056/0-8-0
Max Horz 2=104(LC 31)
Max Uplift 2=-655(LC 8),7=655(LC 8)
Max Grav 2=1322(LC 36),7=1323(LC 37)
i
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2140/803,3-4=-3913/1654,4-5=3913/1654,5-6=3857/1626,6-7—2128/802
BOT CHORD 2-12=-560/1907,11-12=553/1920,10-11=-1474/3936,9-10=-551/1903,7-9=558/1891
WEBS 3-11=-953/2120,4-11=-376/313,5-10=-380/314,6-10=-927/2074
I
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 655 lb uplift at joint 2 and 655 lb uplift at
joint 7.
10)Graphical puffin representation does not depict the size or the orientation of the pufin along the top and/or bottom chord.
11)"NAILED"Indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down and 144 lb up at
3-0-0,and 276 lb down and 144 lb up at 20.0-0 on top chord,and 160 lb down and 50 lb up at 3-0-0,and 160 lb down and 50 lb
up at 19-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
13) In the LppfO�tADaaCEEASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
CAL WAANG P Mlfy2deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE
Design valid for use only with MITek®connectors)This design Is based only upon parameters shown,and is for an Individual building component not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi k"
Is always required for stability and to prevent coilbpse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and lnrss 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
T12279452
504927-GEM-TAYLOR D01 I GABLE 1 1
I• Job Reference(optional)
Tibbetts Lumber, B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:02 2017 Page 2
ID:AogSCfVR90VAJac8htWRmrztOXU-AkHq_SuuBkaOVsP6zZfbNExLvdTjS IRJCMpthoySicV
I
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
I
Vert:1-3=-60,3-6=-60,6-8=-60,33-36=-20
Concentrated Loads(lb)
Vert:3=-3(F)6=3(F)12=1(F)9=1(F)39=-3(F)41=-3(F)42=-3(F)44=-3(F)45=-3(F)47=-3(F)48=-3(F)50=-3(F)51—2(F)52=2(F)53=-2(F)54=-2(F)55=21(F)
56=-2(F)57=2(F)58=-2(1`)
I
i
I
I
I
I
I
I
i
i
i
i
I
,
•
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek®connectorsi 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 NdiTek'
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 SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type city Ply
T12279453
504927-GEM-TAYLOR D02 Common 4 1
j Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 152017 MiTek Industries,Inc. Mon Oct 16 22:05 03 2017 Pagel
I D:AogSCfVR90VAJacBhtW RmrztOXU-exrC BnvXy1 is70_IXHAgwSUTB 1 gyBzDSQOYQDFySicU
2-0-0 7-4-4 9-2-3 10-Q 11-6-0 13-2-0 1 -9-13 15-7-12 23-0-0 25-0-0
2-0-0 7-4-4 j 1-9-15 7-13 1-8-0 1-8-0 7-1 1-9-15 7-4-4 2-0-0
Scale=1:43.3
5x6=
5
3x4= 3x4=
4 6
27 28
6.00 12 13 7
3
I
j
j
j 26 29
2 8
m �?
9 x0
01 12 11 10
3x8_ 3x8 MT20HS=
3x8=
j
i
7-4-4 15-7-12 23-0-0 j
7-4-4 8-3-8 7-4-4
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-6-0 Edge] [8:0-6-0 Edgel [9:0-2-2 0-1-01
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.60 10-12 >459 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1.07 10-12 >259 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014fFP12007 Matrix-AS Wind(LL) 0.26 10-12 >999 240 Weight:103 Ib 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 MiTek recommends that Stabilizers and required cros's bracing
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1119/0-8-0,8=1119/0-8-0
Max Horz 2=280(LC 11)
Max Uplift 2=576(LC 12),8=-576(LC 12)
Max Grav 2=1336(LC 18),8=1336(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1895/608,3-4=1496/670,4-5=-154/690,5-6=154/691,6-7=-1496/670,
7-8—1895/609
BOT CHORD 2-12=-299/1634,10-12=-299/1634,8-10—299/1634
WEBS 4-13=-2317/892,6-13=2317/892,7-10=0/591,3-12=01591
NOTES-
1)Unbalanced roof live loads have been considered for this design. ;
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;8=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 11-6-0,Exterior(2)
11-6-0 to 14-6-0 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)All plates are MT20 plates unless otherwise indicated.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 2 and 576 Ito uplift at
joint 8.
10)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.
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
I
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/0"015 BEFORE USE
Design valid for use only with MiTek®connectors!This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall lag
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 Blvdi
Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Qty Ply
;T12279454
504927-GEM-TAYLOR D03 Common 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:04 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-67PaP7w9jLgj19YV5_h3Sf1 epR9CwMWcfgl_lhySicT
10-6-9 13-2-0
-2-0-0 7-4-41 9-2-3 9-10-- 11-6-012-5-7 1 -9-13 15-7-12 23-0-0 25-0-0
2-0-0 7-4-41 1-9-15 0-7-1 0-11-7 D-11-7 -8-9 1-9-15 7-4-4 2-0-0
0-8-9 0-7-13 Scale=1:44.7
7x8—
7x8=3x8=
3x8= 5 6 7
4
6.00 12 3
8
29 30
r
r;
28
31
9
m
2 m
1 10
13 12 11
3x8= 3x8 MT20HS=
3x8=
i
7-4-4 15-7-12 23-0-0
7-4-4 8-3-8 7-4-4
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2:0-6-0 Edge] [5:0-5-8 0-2-4] [6:0-5-8 0-2-4] [9:0-6-0 Edge],[10:0-2-2,0-1-01,[14:0-2-12,0-0-0],[21:0-2-12,0-0-01
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.59 11-13 >465 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -1.0511-13 >263 240 MT20HS 187/143'
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) 0.2511-13 >999 240 Weight 103lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied.
5-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.2`Except' be installed during truss erection,in accordance with Stabilizer
5-14,6-21:2x6 SP No.2 Installation guide.
OTHERS 2x4 SP No.2
i
REACTIONS. (lb/size) 2=1119/0-8-0,9=1119/0-8-0
Max Horz 2=-261(LC 10) {
Max Uplift 2=-576(LC 12),9=-576(LC 12)
Max Grav 2=1339(LC 18),9=1339(LC 19)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1900/680,3-4=-1501/735,4-5=-248/976,6-7=-247/976,7-8=1501/735,
8-9=-1 89 916 80,5-6=-305/1133
BOT CHORD 2-13=-348/1639,11-13=-348/1639,9-11=-348/1639
WEBS 4-14=-2718/1113,14-21—2686/1090,7-21=2718/1114,8-11=0/591,3-13=0/591
NOTES-
1)Unbalanced roof live loads have been considered for this design. j
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 10-6-9,Exterior(2)
10-6-9 to 12-5-7,Interior(1)16-8-6 to 24-11-3 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for I
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)All plates are 2x4 MT20 unless otherwise indicated.
6).This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.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)Ceiling dead load(5.0 psf)on member(s).3-4,7-8,4-14,14-21,7-21
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-13
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 2 and 576 lb uplift j
at joint 9.
11)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.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
®WARNING-Verily design parameters and READ MOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITekO connectors.l Mls 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 bractng of trusses and thus systems,seeANSIM1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Qty Ply
'T12279455
504927-GEM-TAYLOR D04 Roof Special 1 1
I Job Reference o tional
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05i05 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-aJzzcTxnUfyaMJ7hfiCl?tZnfrW Kf_kl uK1 XH7ySicS
15-1-12
-2-0-0 6-10-4 8-2-3 -10- 11-0-0 13-2-0 13-9-13 17-5-6 18-5-6 23-0-0 25-0-0
2-0-0 6-10-4 1-3-15 -7-1 2-2-0 2-2-0 -7-1 1-3-15 2-3-12 1-0-0 4-6-8 2-0-0
Scale=1:45.4
4x6=
I
6
3x4= 3x4= 5x6=
4 6 7 3x4 z
6.00 F12 31 5x8
3 17
4x4=
0
R o
30 32
11
2 m
12 x-
01 0
16 15 14 13
3x6= 3x8 MT20HS= 3x4= 4x4=
3x4=
I
6-10-4 15-1-12 18-5-5 23-0-0
6-10-4 8-3-8 3-3-12 4.6-5
Plate Offsets(X,Y)-- [1-0-2-2 0-1-0] [2:0-4-12 Edge] [6.0-1-3 Edge] [9:0-3-0 0-0-0] r11:0-1-12 Edge] [12:0-2-2 0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.47 14-16 >590 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.82 14-16 >337 240 MT20HS 187/143
BCLL 0.0 ' Rep Stresslncr YES WB 0.24 Horz(TL) 0.05 11 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Wind(LL) -0.17 16-26 >999 240 Weight:123lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except TOP CHORD Structural wood sheathing directly applied.
1-5,5-10:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s):10,17
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=1126/0-8-0,11=1095/0-8-0
Max Harz 2=-270(LC 10)
Max Uplift 2_585(LC 12),11=-577(LC 12)
Max Grav 2=1340(LC 18),11=1295(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=1998/677,3-4=-1626/737,6-8=-676/321,8-10=-10311367,9-10=-796/497,
9-11=-2041/833,6-7=-1372/516,7-9—1567/527
BOT CHORD 2-16=-381/1753,14-16=-381/1753,13-14=-585/1879,11-13=601/1766
WEBS 3-16=0/566,4-17=-1888/715,6-17=-1888fl15,8-14=-104/848,10-14=-409/289,
10-13-505/116,9-13=79/260
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24f;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Intedor(1)1-0-13 to 11-0-0,Extedor(2)
13-5-8 to 14-5-8,Interior(1)14-5-8 to 18-1-9 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)All plates are MT20 plates unless otherwise Indicated.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.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)Ceiling dead load(5.0 psf)on member(s).3-4,4-17,6-17
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-16
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 585 Ito uplift at joint 2 and 577 lb uplift
at joint 11.
11)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.
12)Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord.
13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
®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 lnrss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate ibis 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 Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
I
Job Truss Truss Type Oty Ply
T12279456
504927-GEM-TAYLOR D05 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, I 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:0506 2017 Page 1
ID:AogSCfVR90VAJac8htWRmrztOXU-2VXLgpxPFy4R_TitCPkXY46xRFrSORCv7_n4gaySicR
15-1-12
-2-0-0 6-104. 8-2-3 -10- 11-0-0 13-2-0 13-9-13 17-5-8 18-5-8 23-0-0 25-0-0
2-0-0 6-1014 1-3-15 -7-1 2-2-0 2-2-o -7-1 1-3-15 2-3-12 1-0-0 4-6-8
Scale=1:45.4
4x6=
5
3x4= 3x4=
4 g 3x4=
6.00 12 32 33 4x8
3 18 78 Sx8
4x4=
0
1 r
m
31 34
12
2
- 13 0
1 17 16 15 14
3x6_ 3x4= 3x4= 3x4= 4x4
=
I
I
6-104 15-1-12 18-5-8 23-0-0
6-10-4 8-3-8 3 3-12 4-6-8
Plate Offsets(X Y)-- [1:0-2-2 0-1-0] [2-0-4-12 Edge] [9:0-2-0 0-2-8] [11:0-3-8 0-0-0] [12:0-2-4 Edge) [13:0-2-2 0-1-01 I
A
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.48 15-17 >572 360 MT20 2414/190'
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.87 15-17 >317 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.05 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Wind(LL) -0.19 17-27 >999 240 Weight:120 Ib FT=20%
I
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied.
1-5,5-10:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s):10,18
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=1130/0-8-0,12=1121/0-8-0 i
Max Horz 2=-270(LC 10)
Max Uplift 2=-577(LC 12),12=-567(LC 12)
Max Grav 2=1344(LC 18),12=1323(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All,forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2080l720,3-4=1684/769,4-5=5/320,5-6—4/351,6-7=1631/719,7-8=-1981l740,
8-10=1048/386,10-1 1=-827/479,11-12=-2054/844,8-9—992/423,9-1 1=-1 146/448
BOT CHORD 2-17=-389/1604,15-17=-389/1804,14-15=-617/1931,12-14=-617/1784
WEBS 3-17=0/605,4-18=-2072l797,6-18=-2072/797,7-15=88/788,10-15=-410/324,
10-14=-546/40,11-14=0/306
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 11-0-0,Exterior(2)
11-0-0 to 14-0-0,Interior(1)15-5-1 to 24-11-3 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,_7-8,4-18,6-18,8-9
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-17
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 577 lb uplift at joint 2 and 567 lb uplift at
joint 12.
10)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.
11)Graphical purlin representation does not'depict the size or the orientation of the purlin along the top and/or bottom chord.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
I
I
®WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mli-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors;This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall y
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �� eW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply
T12279457
504927-GEM-TAYLOR D06 Roof Special 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:07 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztOXU-W i5j 19y 1 OGCIcdH3m6Fm4le9he Bb7tp2Le W eMOySicQ
15-1-12
-2-0-0 6-10-4 iI 3-2-0 1 -913 17-5-6 858 23-0-0 25-0-0
70 1 2-0-0
2-0-0 6-10-4 3-1 0 2 0 Scale=1:44.7
4x6=
I
5
3x4— 3x4=
6
6.00 FIT 30 4 31 4x4 II
3 16 7
4x4=
4x6=
8
32 r
33
29 N
m 2 10 m
� I 11 to
of
15 14 13 12
I
3x6— 3x8 MT20HS= 3x4= 4x4=
4x4=
I
6-10-4 15-1-12 18-5-8 23-0-0
6-10-4 8-3-8 3-3-12 4-6-8
Plate Offsets(X Y)— [1:0-2-2 0-1-0] [2-0-4-12 Edge] [7:0-3-10 Edge] [10:0-2-4 Edge] [11:0-2-2 0-1-01
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.49 13-15 >559 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.90 13-15 >306 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.26 HOrz(fL) 0.05 10 n/a n1a
BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Wind(LL) -0.20 13 >999 240 Weight:115lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31`Except' TOP CHORD Structural wood sheathing directly applied.
8-9,9-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s):16
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cros's bracing
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 2=1131/0-8-0,10=1130/0-8-0
Max Horz 2=270(LC 11)
Max Uplift 2=-576(LC 12),10=563(LC 12)
Max Grav 2=1343(LC 18),10=1332(LC 19)
FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2094/707,3-4=-1693/756,4-5=3/343,5-6=8/372,6-7�1641/712,7-8=-2120/760,
8-9=-1760/818,9-10=-1962/827
BOT CHORD 2-15=-364/1806,13-15=364/1806,12-13=-659/2124,10-12=-573/1676
WEBS 3-15=0/613,4-16=-2110/791,6-16=-2110/791,7-13=-1531953,8-13=-681/418,
8-12=-1136/277,9-12—223/937
I
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-3 to 1-0-13,Interior(1)1-0-13 to 11-0-0,Exterior(2)
11-0-0 to 14-0-0,Interior(1)17-5-8 to 24-11-3 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)All plates are MT20 plates unless otherwise indicated.
5)All plates are 2x4 MT20 unless otherwise indicated. {
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide
will fit between the bottom chord and any other members.
8)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,7-8,4-16,6-16
9)Bottom chord live load(40.0 psi)and additional bottom chord dead load(5.0 psf)applied only to room.13-15
10) Provide mechanical connection(by other's)of truss to bearing plate capable of withstanding 576 lb uplift at joint 2 and 563 lb uplift
at joint 10.
11)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.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
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®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 verity the applicability of design parameters and properly incorporate this design into the overall pqT
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IY®� eW
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Insthtte,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
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Job Truss Truss Type Oty Ply
T12279458
504927-GEM-TAYLOR D07 Roof Special Girder 1 1
Job Reference(optional)
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:05:08 2017 Page 1
I D:AogSCfVR90VAJac8htW RmrztoXU-_ue5FVzfnaK9DnsGKgm?dV BIf2VusKW CaIGBuSySicP
15-1-12
-2-0-0 6-10-0 8-2-3 -10- 11-0-0 13-2-0 1 -9-13 19-5-8 20-5-8 23-0-0 25-0.0
2-0-o 6-10-4 1-3-15 -7-1 2-2-0 2-2-0 -7-1 1-3-15 4-3-12 1-0-0 2-6-8
Scale=1:44.7
4x6=
5
3x4= 3x4=
4 6
6.00 F12
3 16 7 I
4x4=
4x6=
B NAILED
i n
2 10
m
� 11 'o
O1 15 14 13 12
3x6— 3x8 MT20HS= 3x4= 3x6=
4x4= NAILED
6-10-4 15-1-12 20-5-8 23-0-0
6-10-4 8-3.8 5-3-12 2-6-8
Plate Offsets(X Y)— [1:0-2-2 0-1-0] [2:0-4-12 Edge] [10:0-0-8 Edge] [11:0-2-2 0-1-01
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LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.54 13-15 >512 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.00 13-15 >277 240 MT20HS 18I/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.30 HOfz(TL) 0.05 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) -0.30 12-13 >926 240 Weight:114lb FIT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31'Except' TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc p rlins:
8-9,9-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s):16
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cros's bracing
OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabiliser
Installation guide.
REACTIONS. (lb/size) 2=1126/0-8-0,10=1148/0-8-0
Max Horz 2=-270(LC 6)
Max Uplift 2=-571(LC 8),10=-553(LC 8)
Max Grav 2=1351(LC 38),10=1454(LC 39)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2134/513,3-4=-1721/572,4-5_18/396,5-6—29/419,6-7=1678/561,
7-8=-2116/544,8-9—1694/497,9-10=1857/516
BOT CHORD 2-15=-231/1845,13-15=231/1845,12-13—565/2486,10-12=-298/1623
WEBS 3-15=0/624,4-16=-2215/665,6-16=-2215/665,7-13=0/734,8-13—836/350,
8-12=-1522/437,9-12=288/1127
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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)All plates are 2x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.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)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,7-8,4-16,6-16
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-15
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 571 lb uplift at joint 2 and 553lb uplift
at joint 10.
11)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.1 48"x3.25")toe-nails per NDS guidlines.
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
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®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE
Design valid for use only with MiTek®connectors j 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
Safety Information available from Truss Plate Inslitlule,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss' Truss Type city Ply
504927-GEM-TAYLOR D07 Roof Special Girder 1 1
Job Reference(optional) T12279458
Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 22:0508 2017 Page 2
I D:AogSCfV R90VAJac8htW RmrztOXU-_ue5FVzfnaK9DnsGKgm?dVBlf2VusKW CaIGBuSySicP
I
LOAD CASE(S) Standard j
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit) i
Vert:1-3=-60,3-4=-70,4-5=-60,576=60,6-8=-70,8-9—60,9-11=-60,15-23=-20,13-15=-30,13-26=-20,4-6=-10
Concentrated Loads(lb)
Vert:12=7(F)
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®WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTek®connectors.)this design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the appllcat.Nlily of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent bubkling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing WeW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd!
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
I