HomeMy WebLinkAboutTruss Plans 1999 Job Truss Truss Type Qty ]Ply
•
99-0390 GE-01 ROOF TRUSS 1 1
I
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:12 1999 Page 1
I -1-10-8 I _ 11-3-0 I 22-6-0 1 21111I'1:44.3 1
1-10.8 11-3-0 11-3-0 1-10-8
4
5x5=
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5.0012 2x411 6 \` 2x4 II
2x4 11 5 + --. 9
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2x411 4 ST ST1 10
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Job Truss Truss Type Qty Ply
99-0390 GE-02 ROOF TRUSS r 1 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:17 1999 Page 1
-1-10-8 13-0-0 � 26-0-0 Seale'1/4"=1'
1-10-8 13-0-0 13-0-0
• 5x5= !/
8
ii
5.00 ,2 7 9
6 10
5 'T5 11
• 'T5 5.T5
4 - . ST 1 12
'T3 5.T3 • 13
• 3 � ,T2
5
r�. 4
cJ, a 9' 8 e e B2 i o
5x5= • • 5x5=
3x5=
26-0-0
26-0-0
Plate Offsets(X,Y): [2:0-5-12,0-0-1],[14:0-5-12,0-0-1]
LOADING(psf) • SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.05 1-2 >477
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:106 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud
REACTIONS (lb/size) 14=121/26-0-0,2=340/26-0-0,20=9/26-0-0,21=164/26-0-0,22=189/26-0-0,23=188/26-0-0,24=186/26-041,25=194/26-0-0,26=176/26-0-0,
19=182/26-0-0,18=188/26-0-0,17=195/26-0-0,16=157/26-0-0,15=275/26-0-0
Max Horz 14=-80(Ioad case 2),2=101(load case 3)
Max Uplift2=-78(load case 4),22=-16(load case 3),23=-22(load case 4),24=-16(load case 3),25=-34(load case 3),19=-20(Ioad case 2),18=-20(Ioad case 4),
17=-21(load case 2),16=-15(Ioad case 2),15=-40(load case 2)
Max Grav20=9(load case 5),21=164(load case 1),22=195(load case 5),23=188(load case 1),24=187(load case 5),25=194(load case 1),26=178(load case 5),
19=189(load case 6),18=188(toad case 1),17=196(load case 6),16=157(load case 1),15=276(load case 6)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=35,2-3=-87,3-4=-53,4-5=-53,5-6=-53,6-7=-53,7-8=-53,8-9=-53,9-10=-53,10-11=-53,11-12=-52,12-13=-59,13-14=-72
BOT CHORD 2-26=0,25-26=0,24-25=0,23-24=0,22-23=0.21-22=0,20-21=0,19-20=0,18-19=0,17-18=0,16-17=0,15-16=0,14-15=0
WEBS 8-21=-130,7-22=-148,6-23=-148,5-24=-148,4-25=-146,3-26=-155,9-19=-148,10-18=-147,11-17=-152,12-16=-130,13-15=-201
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition I
enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers
exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Detail"
4)All plates are M20 plates unless otherwise indicated.
5)All plates are 2x4 M20 unless otherwise Indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 on center.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 2,16 lb uplift at
joint 22,22 lb uplift at joint 23,16 lb uplift at joint 24,34 lb uplift at joint 25,20 lb uplift at joint 19,20 lb uplift at joint 18,21 lb
uplift at joint 17,15 lb uplift at joint 16 and 40 lb uplift at joint 15. .
9)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job , Truss Truss Type Qty Ply
99-0390 GE-03 MOD.QUEEN 1 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tuo Nov 30 08:09:21 1999 Page 1
1-1-10.81 6-2-12 1 11-10-6 1 17-6-0 23-1-10 j 28-9-4 j 35-0-0 Sj lu x.65.5
1-10-8 6-2-12 5-7-10 5-7-10 5-7-10 5-7-10 6-2-12 1-10-8
5x5= /
5.00171
1
3x5� 3x5
:low* 53x51:-.
73x5s 3 2 9
` � W1
o - AllihihL8
4 . t0 1
O o
" 8x5— 14 13 12 5x611
3x10 II3x5_ 6x8- 3x5=
1 6-2-12 1 17-6-0 1 28-9-4 1 35-0-0 1
6-2-12 11-3-4 11-3-4 6-2-12
Plate Offsets(X,Y): 12:0-6-10,edgel,110:0-5-12,0-0-11
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.11 12 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 12-13 >566
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 10 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min 1/deg=360 Weight:168 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-11-9 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except:
WEBS 2 X 4 SPF No.2'Except' 5-4-2 on center bracing:2-14.
W1 2 X 4 SPF Stud,W1 2 X 4 SPF Stud WEBS 1 Row at midpt 5-14
OTHERS 2 X 4 SPF Stud
WEDGE It
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud A
REACTIONS (lb/size) 14=2159/0-5-8,10=1402/0-5-8
Max Horz 14=-16(load case 2)
Max Upliftl4=-358(load case 4),10=-114(load case 4)
FORCES (ib)-First Load Case Only
TOP CHORD 1-2=17,2-3=1014,3-4=992,4-5=992,5-6=-1083,6-7=-1083,7-8=-2202,8-9=-2202,9-10=-2251,10-11=17
BOT CHORD 2-14=-915,13-14=695,12-13=1509,10-12=2032
WEBS 3-14=-488,5-14=-2199,5-13=416,6-13=416,7-13=-696,7-12=715,9-12=-314
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead toad,100 mi from hurricane oceanline,on an occupancy category I,condition I
enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers
exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip Increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Detail"
4)All plates are M20 plates unless otherwise indicated.
5)All plates are 2x4 M20 unless otherwise Indicated.
6)Gable studs spaced at 2-0-0 on center.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 14 and 114 lb
uplift at joint 10.
8)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type Qty Ply
99-0390 GE-03A MOD.QUEEN t 1 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 81999 MiTek Industries,Inc. Tue Nov 30 08:09:25 1999 Page 1
1-1-10 81 6-2-12 j 11-10-6 1 17-6-0 4 23-1-10 I 28-9-4 j 35-0-0 Scaie:3/1G'=1'
1-10-8 6-2-12 5-7-10 5-7-10 5-7-10 5-7-10 6-2-12
5x5=
5.00p-
6
.00 126
3x•••••••0;0:40000101.1°111":
x5 i �•' 3x5
3x7 5 7 3x5
4*00101K ` 8
„ : : S'TG
WI Ns
'.1 • S ' Lir
1.00 g -t. R1 8 9 k `1 R1 ” w; c
5_x5— 13 12 11 4x711
3x10 11 3x5— 6x8= 3x5=
I 6-2-12 i 17-6-0 i 28-9-4 i 35-0-0 1
6-2-12 11-3-4 11-3-4 6-2-12
Plate Offsets(X,Y): [2:0-6-10,edge],[10:0-0-0,0-3-7],[10:0-5-11,0-0-1]
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.11 11 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.61 11-12 >567
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.06 10 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=360 Weight:166 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-11-9 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except:
WEBS 2 X 4 SPF No.2'Except* 5-4-4 on center bracing:2-13.
W1 2 X 4 SPF Stud,W1 2 X 4 SPF Stud WEBS 1 Row at midpt 5-13
OTHERS 2 X 4 SPF Stud
WEDGE it
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Studta
REACTIONS (lb/size) 13=2159/0-5-8,10=1253/0-5-8
Max Horz 13=37(load case 3)
Max Upliftl3=-358(load case 4),10=-45(load case 4)
FORCES (ib)-First Load Case Only
TOP CHORD 1-2=17,2-3=1013,3-4=991,4-5=991,5-6=-1083,6-7=-1083,7-8=-2200,8-9=-2200,9-10=-2250
BOT CHORD 2-13=-915,12-13=695,11-12=1508,10-11=2031
WEBS 3-13=-488,5-13=-2199,5-12=416,6-12=416,7-12=-695,7-11=714,9-11=-313
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition I
enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers
exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Detail"
4)All plates are M20 plates unless otherwise indicated.
5)All plates are 2x4 M20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 on center.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 13 and 45 lb
uplift at joint 10.
8)This truss has been designed with ANSUTPI 1-1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type Qty Ply
99-0390 GE-04 ROOF TRUSS e 1 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:29 1999 Page 1
I-1-10-8 j 14-0-0 j 28-0-0 I A )-81j53.6
1-10-8 14-0-0 14-0-0 1-10-8
5x5= V
2x4II 8 2x411
.'
5.00 12 2x4 11 7+ 9 2x4 11
2x411 s 4l 2x411
2x4 II 5 E • 11 2x4 II
2x411 4 5T5 $.T5 -12 2x411
3 S T3 ! S T3 13
ST2 ST2
rY 2 � n � lbw
..�14 n
cN rir 1
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5x5- 26 25 24 23 22 21 20 19 18 17 16 5x5=
2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 5x5= 2x4 II 2x4 II 2x4 II 2x4 11 2x4 II
I 28-0-0 I
28-0-0
Plate Offsets(X,Y): 12:0-5-12,0-0-1],(14:0-5-12,0-0-1),(21:0-2-8,0-3-01
LOADING(psi) . SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.04 14-15 >605
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Udell=360 Weight:118 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud
REACTIONS (1b/size) 2=361/28-0-0,21=170/28-0-0,22=188/28-0-0,23=186/28-0-0,24=196/28-0-0,25=152/28-0-0,26=283/281#-0 20=188/28-0-0,19=186/28-0-0,
18=196/28-0-0,17=152/28-0-0,16=283/28-0-0,14=361/28-0-0
Max Horz 2=108(load case 3),14=-108(load case 2)
Max Uplift2=-72(load case 4),22=-17(load case 3),23=-22(load case 4),24=-17(Ioad case 3),25=-30(load case 3),26=-6(load case 3),20=-17(load case 2),
19=-22(load case 4),18=-17(load case 2),17=-30(load case 2),16=-6(Ioad case 2),14=-72(load case 4)
Max Grav22=195(Ioad case 5),23=186(load case 1),24=197(load case 5),25=152(load case 1),26=284(load case 5),20=195(load case 6),19=186(load case
1),18=197(load case 6),17=152(load case 1),16=284(load case 6),14=361(load case 1)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=35,2-3=-95,3-4=-61,4-5=-50,5-6=-52,6-7=-52,7-8=-52,8-9=-52,9-10=-52,10-11=-52,11-12=-50,12-13=-61,13-14=-95,14-15=35
BOT CHORD 2-26=0,25-26=0,24-25=0,23-24=0,22-23=0,21-22=0,20-21=0,19-20=0,18-19=0,17-18=0,16-17=0,14-16=0
WEBS 8-21=-130,7-22=-148,6-23=-147,5-24=-155,4-25=-119,3-26=-225,9-20=-148,10-19=-147,11-18=-155,12-17=-119,13-16=-225
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition I
enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers
exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Detail"
4)All plates are M20 plates unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 on center.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 2,17 lb uplift at
joint 22,22 lb uplift at joint 23.17 lb uplift at joint 24,30 lb uplift at joint 25,6 lb uplift at joint 26,17 lb uplift at Joint 20,22 lb
uplift at joint 19,17 lb uplift at joint 18,30 lb uplift at joint 17,6 lb uplift at joint 16 and 72 lb uplift at joint 14.
8)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type Qty Ply
99-0390 GE-05 FINK 1 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:14:41 1999 Page 1
I 11-6-0 23-0-0 Scaler 1I 39.0
11-6-0 11-6-0
5x5= r/
N4 II 5
1i 2x411
5.00 12 4 6
2x411 : 4 2x411
2x4 II 3. 7
T r 3TI : T1 2x411
2 'T3 8
1
ST2
• 1'1p-w e• r w 8 {� 8 " 0 1
r r r ■
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:i•iii:i•i:i•:•i i i i i i i:•i0 ii0 i i i i i:.iii:i•iii:.i:•O'0.00:4010:•:,',•:.:i%%•O:O i%•:•i:•OO�O•:•:•O A•i:0 O i:.i:•i0i00:•:•:.O:i•i:•:•:.O i:i•i:i i• i•i:.00OP•.x ••.x. o
3x5 3x5=---
2x4
x502x4 II 2x4 II 2x4 II 5x5= 2x4 II 2x4 II 2x4 II
I 23-0-0 1
23-0-0
Plate Offsets(X,Y): 113:0-2-8,0-3-01
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.31 Vert(LL) n/a - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.17 Vert(TL) n/a - n/a
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/dell=360 Weight:76 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF Stud
REACTIONS (lb/size) 1=191/23-0-0,13=157/23-0-0,9=191/23-0-0,14=223/23-0-0,15=51/23-0-0,16=473/23-0-0,12=223/23-0-0,11=51/23-0-0,10=473/23-0-0
Max Horz 1=62(load case 3),9=-62(load case 2) d
Max Upliftl4=-21(load case 3),15=-7(load case 4),16=-49(load case 3),12=-21(load case 2),11=-7(load case 4),80=-49(load case 2)
Max Gray 14=229(load case 5),15=51(load case 1),16=474(load case 5),12=229(load case 6),11=51(load case 1),10=474(load case 6)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=55,2-3=-76,3-4=-36,4-5=-50,5-6=-50,6-7=-36,7-8=-76,8-9=-83
BOT CHORD 1-16=0,15-16=0,14-15=0,13-14=0,12-13=0,11-12=0,10-11=0,9-10=0
WEBS 5-13=-124,4-14=-169,3-15=-61,2-16=-339,6-12=-169,7-11=-61,8-10=-339
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Detail"
4)All plates are M20 plates unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 on center.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 14,7 lb uplift at
joint 15,49 lb uplift at joint 16,21 lb uplift at joint 12,7 lb uplift at joint 11 and 49 lb uplift at joint 10.
8)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job • Truss Truss Type Qty `Ply
99-0390 GT-02 MOD.QUEEN 1 2
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:33 1999 Page 1
I -1-10-8 ( 4-6-4
j 7-10-10 I 11-3-0 I 14-7-6 j 17-11-12 j 22-6-0 Scale 1:42 3
1-10-8 4-6-4 3-4-6 3-4-6 3-4-6 3-4-6 4-6-4
4x7 II
5 v
5x51-:- 5x5
4 8
Ix 4'
2x4
2x4/i
3 Vo7
l'.
�NV WV 8
2 B I-
- :1 14 1 -6 5.00 12 K. o
,•5x12 11 10 9 5x12
10x10= 12x12= 10x10=
I 6-2-7 I 11-3-0 I 16-3-9 i 22-6-0
6-2-7 5-0-9 5-0-9 6-2-7
Plate Offsets(X,Y): [9:0-5-0,0-6-41,110:0-6-0,0-7-81,111:0-5-0,0-6-41
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) floc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.23 10 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.36 10 >739
BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.06 8 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell=360 Weight:292 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-7-2 on center purlin spacing.
BOT CHORD 2 X 10 SYP OSS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud*Except*
W4 2 X 4 SPF No.2
REACTIONS (lb/size) 2=7380/0-3-12(input: 0-3-8),8=7230/0-3-10(input: 0-3-8) {t
Max Horz 2=42(load case 3)
Max Uplift2=-882(load case 4),8=-813(load case 4)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=25,2-3=-13091,3-4=-12997,4-5=-9159,5-6=-9159,6-7=-12997,7-8=-13091
BOT CHORD 2-11=11959,10-11=10407,9-10=10407,8-9=11959
WEBS 3-11=55,4-11=3542,4-10=-2754,5-10=6796,6-10=-2754,6-9=3542,7-9=55
NOTES
1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-9-0
on center. Webs connected as follows:2 X 4-1 row(s)at 0-9-0 on center.
2)This truss has been checked for unbalanced loading conditions.
3)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
4)All plates are M20 plates unless otherwise indicated.
5)WARNING:Required bearing size at joint(s)2,8 greater than input bearing size.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 882 lb uplift at joint 2 and 813 lb
uplift at joint 8.
7)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
1)Regular:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:2-11=-577.1,10-11=-577.1,9-10=-577.1,8-9=-577.1,1-2=-74.0,2-3=-74.0,3-4=-74.0,4-5=-74.0,5-6=-74.0,
6-7=-74.0,7-8=-74.0
Job - Truss Truss Type Qty Ply
99-0390 S-01 ROOF TRUSS 11 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:36 1999 Page 1
1-1-10-81 6-3-12 ( 11-11-12 ] 17-6-0 ] 23-2-13 I 28-11-11 j 35-0-0 1u 65.5
1-10-8 6-3-12 5-8-0 5-6-4 5-8-13 5-8-13 6-0-5 1-10-8
5x5=
5.0011-2-
6
0 126
ir
3x5,...... 2x4\\ N3x5� 3x7
5
4 6
4x7 i '' .41"6141411414 a
2x4
3�, ..� 9
14 :411IIIIIIIILIL-.,....;
N,,,,..0004401.........11.6.11147
5X7=lf`: 15 1 t �� N
6x141 ``• 1
5x5= 3x5 3x10
16
6x8=---
3x10 II
5x5= 2.50 12
v
6-5-8 ( 13-5-12 I 20-6-0 I 27-7-4 I 35-0-0 f
6-5-8 7-0-4 7-0-4 7-1-4 7-4-12
Plate Offsets(X,Y): 12:0-6-10,edge],(11:0-2-5,0.1-9]
—
LOADING(psf) SPACING 2-0-0 CSI DEFT (in) (loc) (/deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.30 13 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.54 13-14 >628
BCLL 0.0 Rep Stress Inc( YES WB 0.98 Horz(TL) 0.27 11 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=360 Weight:135 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E'Except* TOP CHORD Sheathed or 2-10-5 on center purlin spacing.
T1 2 X 4 SPF 2100F 1.8E,T1 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 4-11-8 on center bracing.
BOT CHORD 2 X 4 SPF No.2*Except*
B3 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud
WEDGE A(r
Left:2 X 4 SPF Stud
SLIDER Right 2 X 4 SPF Stud 2-11-15
REACTIONS (lb/size) 16=2180/0-5-8,11=1383/0-5-8
Max Horz 16=18(load case 3)
Max Upliftl6=-367(load case 4),11=-109(load case 4)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=17,2-3=1028,3-4=-1320,4-5=-1320,5-6=-1158,6-7=-2476,7-8=-3546,8-9=-3546,9-10=-3813,10-11=-3813,11-12=15
BOT CHORD 2-16=-929,15-16=-1042,14-15=1393,13-14=2858,11-13=3499
WEBS 3-16=-1836,3-15=2283,5-15=-382,6-15=-541,6-14=1705,7-14=-666,7-13=626,9-13=-202
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition I
enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers
exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)All plates are M20 plates unless otherwise indicated.
4)Bearing at joint(s)11 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 367 lb uplift at joint 16 and 109 lb
uplift at joint 11.
6)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
59-0390 T-01 QUEENPOST 5 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:38 1999 Page 1
j -1-10-8 j 5-10-5 i 11-3-0 ] 16-7-11 1 22-6-0 j 2 c-rti=1:44.3
1-10-8 5-10-5 5-4-11 5-4-11 5-10-5✓ 1-10-8
5x5=
4
5.00 PI
2x4 2x4 i
3 5
11am 7 CPU■t 7 0
5x5= 8 5x5=
6x8=
11-3-0 I 22-6-0
11-3-0 11-3-0
Plate Offsets(X,Y): 12:0-5-11,0-0-11,16:0-5-11,0-0-1]
LOADING(psf) . SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP
TCLI 30.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.08 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.49 2-8 >546
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.05 6 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=360 Weight:79 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-9-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud
It
REACTIONS(lb/size) 2=1193/0-3-8,6=1193/0-3-8 A
Max Horz 2=11(load case 3)
Max Uplift2=-130(load case 4),6=-130(load case 4)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=17,2-3=-1677,3-4=-1259,4-5=-1259,5-6=-1677,6-7=17
BOT CHORD 2-8=1511,6-8=1511
WEBS 3-8=-387,4-8=556,5-8=-387
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase Is 1.33,and the plate grip increase is
1.33
3)All plates are M20 plates unless otherwise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 2 and 130 lb
uplift at joint 6.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job . . Truss Truss Type Qty Ply
99-0390 T-03 ROOF TRUSS 10 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 - 4.0-32 s Jun 81999 MiTek Industries,Inc. Tue Nov 30 08:09:40 1999 Page 1
I -1-10-8 [ 6-6-1 __+ 13-0-0 [ 19-5-15 ] 26-0-0 Scaie.1!4"=1'
1-10-8 6-6-1 6-5-15 6-5-15 6-6-1
5x5= v
4
5.00 12 L 1 I 144
i
2x4\\
2x4//
3
C
1
1 jr
81 u m v BZ
0
5x6= 9 8 7 5x6
3x5= 3x5= 3x5=
8-8-1I 17-3-15 I 26-0-0
8-8-1 8-7-14 8-8-1
Plate Offsets(X,Y): [2:0-5-12,0-0-1],[5:0-0-0,0-0-0],[6:0-5-12,0-0-1],[7:0-0-0,0-0-0]
LOADING(psi) . SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.12 9 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.35 7-9 >879
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.07 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=360 Weight:90 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-9-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud
fi
REACTIONS (lb/size) 6=1208/0-3-8,2=1358/0-3-8
Max Horz 2=33(load case 3)
Max Upliff6=-70(load case 4),2=-140(load case 4)
FORCES(Ib)-First Load Case Only
TOP CHORD 1-2=17,2-3=-2081,3-4=-1807,4-5=-1807,5-6=-2081
BOT CHORD 2-9=1880,8-9=1326,7-8=1326,6-7=1880
WEBS 3-9=-351,4-9=566,4-7=566,5-7=-351
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 f1 by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3)All plates are M20 plates unless otherwise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 6 and 140 lb
uplift at joint 2.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job , • Truss Truss Type Qty Ply
439-0390 T-04 ROOF TRUSS 12 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 30 08:09:43 1999 Page 1
I-1-10-8 I 7-0-1 I 14-0-0 20-11-15 ( 28-0-0 ( J3-81153 .6
1-10-8 7-0-1 6-11-15 6-11-15 7-0-1 1-10-8
5x5=
4 V
n
•••••••••••••••• •••1101111.1111.001-1-2-
2x4��
2x4//
3
/AIIIIIIIIIIh
v 4 v_. 6
.\
eill144041171 16
5x6 II 10 9 8 5x611
3x5= 3x5= 3x5=
9-4-1 I 18-7-15 I 28-0-0 I
9-4-1 9-3-14 9-4-1
Plate Offsets(X,Y): [2:0-5-12,0-0-11,16:0-5-12,0-0-1)
LOADING(psi) • SPACING 2-0-0 CSI DEFT (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.13 10 >999 M20 197/144
TCDL 7.0 Lumber increase 1.15 BC 0.99 Vert(TL) -0.43 8-10 >770
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.08 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell=360 Weight:99 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-7-1 on center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF Stud*Except*
W2 2 X 4 SPF No.2,W2 2 X 4 SPF No.2
WEDGE
Left:2 X 4 SPF Stud,Right:2 X 4 SPF Stud !7 fi
REACTIONS (lb/size) 2=1452/0-5-8,6=1452/0-5-8
Max Holz 2=14(load case 3)
Max Uplift2=-145(Ioad case 4),6=-145(load case 4)
FORCES (ib)-First Load Case Only
TOP CHORD 1-2=17,2-3=-2258,3-4=-1960,4-5=-1960,5-6=-2258,6-7=17
BOT CHORD 2-10=2044,9-10=1436,8-9=1436,6-8=2044
WEBS 3-10=-386,4-10=618,4-8=618,5-8=-386
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3)All plates are M20 plates unless otherwise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 2 and 145 lb
uplift at Joint 6.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard