HomeMy WebLinkAboutTruss Plans .Job � Truss Truss Type �Y P�y - __ _
( 99-0371 GE-Ot FINK 1 1
�
� NOFFKE L MBER MC.,OSFIK4 i WI. 54901 i
�
4.032 c Jun 8 1999 t��Tek Industries,Inc. Tue Nov 02 16:43:48 1999 Page 1J
i
�-1-10.8� 11-2-8 __� 22-5=0 _ �24_g_g� Scale sns^=i' `
i-10-8 ��_2_g -
��'8 t-i6-8 �
5x5-
2x4 II e
2x4 II /
2xd I I 7 9 ✓
8 00 12 2x4��
�c4 ft R tp
�411
2xa II \�
11
2x4 II
3x5 i 4 12
3x5�
3 ��
� 1
14 �
�1 - ��o �
28 27 26 25 24 23 22 21 20 19 iR 1? 16
SxB- ac4�� 2x4(� ac4�� 2x4�� 5x5- �4 i� 2x4�� 2x4�I 2x4 I� 2x411 �
2ud I I
Sx8-
� 22-5-0 �
22 5 0 --�
Plale Offsets(X,1�; [2:0-1-12 0.1-3� (14•0.1-12 0-1-31 f16•edge 0-2-14� [22�0-2-8 0.3-01 [28•edge 0 2 14]
LOADING(psQ . SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP �
TCLL 30.0 Plates Increase 1.15 TC 0.36 Vert(LL) n/a - n/a M20 1g7/1qq �
TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.05 14-15 >530
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a
BCDL 10.0 Code BOCA/ANS195 (Malrix) 1st LC LL Min I/de�-360 Weight:117 Ib
LUMBER BRACINf3
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheath�d or 6-0-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling direcUy npplied or 6-0-0 on center brac�ng.
WEBS 2 X 4 SPF Slnd
OTHERS 2 X 4 SPF Stud'Except'
ST6 2 X 4 SPF No.2 +
REACTIONS (Ib/size) 28=335/22-5•0,22=183I22-5-0,23=187l22-5-0,24=189/22-5-0,2:,
�185/22-5-0,26=201/22-5-0,27=1l22-5-0,21=187/22-5-0,20=18:.'.?2-5-0,
19=1P5/22-5-0,18=201,7.2-5-0,17=1/22-5-0,16=335/22-5-0
Max Horz 28=218(load case 3),16=-218Qoad case 2)
Mau Upii(t28=-65Qoad case 2),23=-33(load case 3),24=-36(load case 4),25==33(load case 3),26=-37(load case 4),27=-41(load case 3),21=-33(lo�:d case 2),
20=-36(load case 4),19=•33(load case 2),18=-37(load case 4),17=-41(load case 2),16=-65(load r,ase 3)
Max Grav23-194(load case 5),24�=139(load case 1),25=185(load case 5),26=201(load casa 1),27=58(load case 2),21=194(load case 3),20=1R9(loe�d case i),
19=185Qoad case 6),1£5=201(load case 1),17=58(Ioad case 3),16=335(load case 1) .
FORC6S (Ib)-First Load Case Only
TOP CHORD t-2=83,2-3=141,3-4=41,4-5=-47,5-6=36,6-7=36,7-8=36,8-9=-46,9-101-46,10-11=-46,11-12=-47,12-13=-41,13-14=141,14-15=83,2-28=-162,14-16=-to2
BOT CHORD 27-28=0,26-27=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
WEBS 8-22=..143,7-23=-147,6-24=-149,5-25=-145,4-26=-160,3-27=33,9-21=-147,10-20=-149.11-19=-145,12-18=-160,73-17=33,3-28=-214.13-16=214
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for ihe wind bads generated by 90 mph winds at 25 R above ground level,using 5.0 psf top
chord dead load and 5.0 pst boffom chord dead load,100 mi from hurricane oceanline,o�an occupancy category I,condition I
enclosed building,of dimensions 45 tt by 24 R wiih exposure B ASCE 7-93 per BOCA/ANSI95 If end verlicals or cantilevers
exist,ihey are exposed to wind. If porches exist,they are not exposed to wind. The lumber DG`L increase is 1.33,and the
plate grip increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gable End Defail"
4)All plates are M20 plates unless otherwise indicated.
5)Gable requires continuous botlom chord bearing. �
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
�Gable studs spaced at 2-0-0 on center.
8)Provide mechanical connection(by others)ot iruss to beartng piate capable of wiEhstanding 65 Ib uplifl at joint 28,33 Ib uplitt
atjoint 23,361b uplifl at joint 24,33 Ib uplifl at joint 25,37 ib upliR at jnin!26,41 Ib uplifl at joint 27,33 Ib uplift at joint 21,36 Ib
upiift af joint 20,33 Ib upliR at joint 19,37 Ib uplifl at joint 18,41 Ib upliR at joint 17 and GS lb uplifl at joinf 16.
9)This iruss has been designed wifh ANSI,TPI 1-1995 rriteria.
LOAD CASEIS) Standard
7 _ �-
/ �
_�'�=-f-= / S
t�� 2 �� �oYr �
�� :
�- ���
Job . Truss Truss Type � �' � P�y -- -
99-0371 GE-02 KINGPOST � �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Indusiries,Inc. T�e Nov 02 16:43:53 1999 Page 1
� -1-��a8 � �-1-0 14-2-0 �s_p_g Scale=1:43.3
�'��'$ 7-1-0 7-1-0 1-10-8
Sx5=
6 ✓
ac4 I I
ac4��
8.00 12 5 7
ac4 I I
T ac4 II
4 8
3x5 i T T
T 3x5��
3 T g
� 10 �
1 ���o
8x8- 2x4 I I ac4�I ac4�� 2x4�� D�4 I I 8x8=
2x4 I I 2x4 II
� 14-2-0
--�
14-2-0
Plate Of(sets(X.l�: [2:0-1-12.0-131.f10:41-12 0-1-31 f12•edge 0-2-141 f20�edge 0-2 141 ---- -
, LOADING(ps� . SPACINO 2.0-0 CSI DEFL (in) (loc) I/detl PLATES (iRIP
TCLL 30.0 Plates Increase 1.15 TC 0.36 Vert(LL) n/a - n/a M20 197l144
TCDL 7.0 tumber Increase 1.15 BC 0.03 Vert(TL) 0.05 1-2 >535
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a �
BCDL 10.0 Code BOCA/ANSI95 (Matrix) tst LC Ll Min I/def1=360 Weighh 6616 �
LUMBER BRACINO �
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 on cenfer purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 B CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. `
WEBS 2 X 4 SPF Stud �
OTHERS 2 X 4 SPF Stud �
REACTIONS (Ib/size) 20=335/14-2-0,12=335/14-2-0,16=192/14-2-0,17=186/14-2-0,18= 10/14-2-0,19=-16/14-2-0,15=186/14-2-0,14=200/14-2-0,13=-16/14-2-0 €
Max Horz 20=169(load case 3),12=-169(load case 2) (
Max UpIiff20=-66(load case 2),12=-66(load case 3),17=-35(load case 3),18= (load case 4),19=-16(load case 5),15=-35(load case 2),14=-38(load case 4),
13=-16(load case 6)
Max Grav20=337(load case 5),12=337(load case 6),16=192(load case 1),17=193(load case 5),18=200(load case t),19=60Qoad case 2),15=193(load case 6),
14=200Qoad case 1),13=60(load case 3)
i
FORCES (Ib)-Firsf Load Case Only �
TOP CHORD 1-2=83,2-3=134,3-4=51,4-5=44,5-6=45,6-7=-37,7-8=-38,8-9=31,9-10=134,10-11=83,2-20=-166,10-12=-166
BOT CHORD 19-20=0,7&19=0,17-18=0,16-17=0,15-16=0,14-15=0,13-14=0,12-13=0
WEBS 6-16=-152,5-17=-147,4-18=-159,3-19=51,7-15=-147,8-74=-159,9-13=51,3-20=-209,9-12=-209
NoTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind Ioads generated by 90 mph winds at 25 fl above ground level,using 5.0 psf top
chord dead load and 5.0 psi 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 veAicals or cantilevers
exisf,they are exposed to wind. it porches exist,they are nof 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"Sfandard Gable End Detail" €
4)Ali plafes are M20 plates unless othenvise indicated. �
5)Gable requtres continuous boflom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal we6).
�Gable studs spaced at 2-0-0 on center.
8)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 66 Ib uplifl at joint 20,66 Ib uplift
at joint 12,35 Ib uplifl at joint 17,38 Ib uplift at joint 18,16 Ib uplifl af joi�t 19,35 Ib uplift at joinl 15,38 Ib upliR at joint 14 and
161b upliR at joint 73.
9)This truss has been designed with ANSIlTPI 1-1995 criteria.
___----- -
LOAD CASE�S) Standard
Job . Truss Truss Type -� Q�y p�y
99-0371 GE-03 ROOF TRUSS 2 �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0.32 s Jun 8 1999 MiTek Industries,Inc. Wed Nov 03 07:55:41 1999 Page 1
t ! 20-1-0 40_Z_0 2 Scale=1:80.7
20'7'0 20-1-U 1-10-8
5�c5=
6.00 12
11
� 72
9 13
5x5 i 8 14
5u5�
7 � � 75
6 9 9 i6
5 7 8
6 7 17 s
4 6 18 �
3 3 4 3 19
20
� 121 �
0
3x5= 41 40 39 38 37 36 35 34 33 32 3t 30 29 28 27 26 25 24 23 3x5= �
3x7�� 5x5- 5x5- 3x7 I I
aaz-o
aaz-o
Plate Oftsels(X,1�: [1:0-5-10 0-1-4� [1:0-0-0 0-0-6� [6•0-2-8 0.3-01 I16•0-2-8 0-3-0� [21•0.5-10 0 1-41 [21•0-0-0 0 0 61 f29'0.2 8 0.3-01 [35 0.2 8 0-3 01
LOADIN(3(psQ . SPACING 2-0-0 CSI DEFL �n) (loc) i/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) Na - n/a M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TL) 0.05 21-22 >468
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 Na
BCDL 10.0 Code BOCA/ANS195 (Matrix) tst LC LL Min I/de11=360 Weight:216 Ib
LUMBER BRACINCi
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`Except` � 3S 2x4 T-Brace 11-32,10-33,9-34,12-31,13-30
ST10 2 X 4 SPF No.2,ST9 2 X 4 SPF No.2,ST8 2 X 4 SF'F No.2 Fasten T and I braces to narrow edge ot web with tOd common wire
ST7 2 X 4 SPF No.2,ST9 2 X 4 SPF No.2,ST8 2 X 4 SPF No.2 nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of
ST7 2 X 4 SPF No.2 web tength.
WEDGE
Lefl:2 X 4 SPF Slud,RighL•2 X 4 SPF Stud
REACTIONS (Ib/size) 1=86/40-2-0,35=189l40-2-0,32=166/40-2-0,39=186/40-2-0,34=190/40-2-0,36=188/40-2-0,37=188/40-2-0,38=185/40-2-0,39=190/40-2-0,
40=183/40-2-0,41=206/40-2-0,31=186/40-2-0,30=190/40-2-0,29=189/40-2-0,28=188/40-2-�,27=188/40-2-0,26=187/40-2-0,25=182/40-2-0
Max Horz 1=162Qoad case 3),35=2(load case 5),37=-1Qoad case�,29=-2Qoad case 6),27=1(load case 67
Max UpIift35=-23Qoad case 3),33=-18(load case 3),34=-26(load cese 4),36=-25(load case 3),37=-24(load case 3),38=-23(load case 4),39=-24(load case 4),
40=-23Qoad case 3),41=-50(load case 3),31=-18(load case 2),30=-26(load case 4),29=-23(load case 2),28=.25(load case 2),27=-23(load case 2),
26=-24(load case A),25=-20(load case 4)
Max Grav1=91(load case 3),35=189(load r.ase S),32=166(load case 1),33=193(load case 5),34=190(load case 1),36=188(load case 5),37=188(load case 5),
38=185poad case 1),39=190(load r,ase 1),40=183Qoad case 5),41=207(load case 5),31=193(foad case 6),30=190(load case 1),29=189(load case
6),28=188(load case 6),27=188(load case 6),26=187(load case 1),25=182(load case 1)
FORCES Qb)-First Load Case Only
TOP CHORD 1-2=-62,2-3=-60,3-4=-59,4-5=-59,5-6=7,6-7=-58,7-8=-58,8-9=-60,9-10=-60,10-t 1=-59,11-12=-59,
12-13=-60,13-14=-60,14-15=-58,15-16=-58,16-17=-58,17-18=-59,1&19=-60,19-20=-55,20-21=-86,21-22=51
BOT CHORD 1-41=0,40-41=0,39-40=0,3&39=0,37-38=0,36-37=0,35-36=0,34-35=0,33-34=0,32-33=0,31-32=0,3031=0,
29-30=0,28-29=-0,27-28=0,26-27=0,25-26=0,24-25=0,23-24=0,21-23=0
WEBS 11-32=-126,10-33=-147,934=-148,8-35=-149,7-36=-149,6-37=-148,5-38=-146,4-39=-149,3-40=-146,
2-41=-153,12-31=-147,13-30=-148,14-29=-149,15-28=-149,16-27=-148,17-26=-146,18-25=-146,19-24=-160,
20-23=-97
NOTES
1)This truss has been checked for unbalanced loading conditions. s
2)This fruss 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 Qsi boHom chord dead load,100 mi from hurricane oceanline,on an occupancy category I,condition 1
enclosed building,of dimensions 45 R by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 H end verticals or cantilevers
exist,they are exposed to wind. If porches exisf,they are not e�osed to wind. The lumber DOL increase is 1.33,and ihe
plate grip increase is 1.33
3) For studs exposed to wind,see MiTek"Standard Gabte End Detail"
4)All plates are M20 plates unless otheiwise indicated.
5)All plates are 2x4 M20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing. �.
�Gable siuds spaced a12-0-0 on center.
8)Provide mechanical connection v• .
(by others)oi truss to bearing plate capable ot withstanding 23 Ib uplifl at joint 35,18 Ib upliR
af joint 33,26 Ib uplifl at joint 34,25 Ib uplifl af joint 36,24 Ib uplift at joint 37,23 Ib uplifl at joint 38,24 Ib upliR at joint 39,23 Ib
uplift at joint 40,50 Ib uplift at joint 41,18 Ib uplifl at Join131,26 Ib uplifl at joint 30,2316 uplitl at joint 29,25 Ib uplifl at joint 28,
7.31b up1iR at join127,24 Ib uplift at joint 26,201b upliR at joint 25,391b uplift at joint 24 and 47 Ib uplifl at joint 21.
9)This truss has been des?gned wifh ANSIlTPI 1-1995 criteria.
Continued on page 2
�
€
Job Truss Truss Type Q�y p�y �
� �
99-0371 GT-02 DBL.FINK � 2 M:
�
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Wed Nov 03 08:00:26 1999 Page t ['
4�5-14 &9-7 13-1-0 _ - Scale=1:73.6 �
� I I � 17-4-9 , 21-8-2 � 26-2-0 �28-0-8,
4 5-14 4-3-9 4-3-9 4 3 9 4-3-9 4-5-14 1- 0-1 8 �
4x10�� �
2xd�� �
9 zx4 II
2x411 8 0 �411 �
8.00 12 3�� 1 "3x10� �
7
t
Dc4 11 6 12 �
2x4�1 929 �
2x4 I I 5 � �4 �4// f
,4 n �
2x4�� 3 4 � p 4 13 €
3
2 3 2. II 2.5x511 �
� aca I
� 14 � �
� '�� �
4x10�i 24 23 22 21 20 19 18 17 16 6�c8�� �
3x7�� 10u10= 3x7 II 5x5-3x7 II 8x8= 10x10= �
3x7 I I 1 ac12= �
E 5-4-3 � 10-6-1 � 15-7-15 , 20-9-13 26-2-0 �:
1
5-4-3 5-1-14 5-1-14 5-1-14 5-4-3 '
Plate Of(seis(X,1�: [1:0-5-12,0-1-8] �14:0-5-12 0-1-8] (14:0-1-5 0-1-141 [16•0.5-0 0-6-81 [17•0-6-0 0-6-4] [18�0-4-0 0-6-0] €
�
LOADINf3(ps� . SPACING 2-0-0 CSI DEFL (in) Qoc) I/de0 PLATES GRIP �
TCLL 30.0 Plates increase 1.15 TC 0.59 Vert(LL) -0.13 16-17 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.20 16-17 >942 �
BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL.) 0.02 14 n/a �
BCDL 10.0 Code BOCA/ANSI95 (Matrix) tst LC LL Min I/de0=360 Weight:443 Ib �
LUMBER BRACINC3 �
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-8-5 on center purlin spacing.
�
BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiflng directly applied or 6-0-0 on center bracing. `s
WEBS 2 X 4 SPF Stud'Except` V'JF� � 1 Row at midpt 9-20
W42X4SPFNo.2,W92X4SPFNo.2,W92X4SPFNo.2 rv `;
W42X4SPFNo.2 � �
WEDGE 5
LefL 2 X 6 SPF No.2,Right•2 X 6 SPF No.2 �
� 4.
REACTIONS (Ib/size) 1=282/5-4-3,22=2361/5-4-3,22=2361/5-43,20=11262/5-1-12,14=7224/0-5-8,24=2366/5-43,23=989/5-4-3,21=1026/5-1-12
Max Horz 1=-443(load case 6),22=443(load case 6),22=441(load case 1) �
Max Uplifll=-21(load case 2),22=-317(load case 4),20=-1308(load case 4),14=-877Qoad case 4).24=-329(load case 3),23=-106(load case 4),21=-134(load �
case 3) �
Max Grav 1=306(load case 5),22=2361(load case 1),22=2361(load case 1),20=11262(load case 1),14=7224(load case 1),24=2366(load case 1),23=1004(ioad �
case S�,21=1090(load case 5)
f
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=645,2-3=569,3-4=602,4-5=596,5-6=673,6-7=942,7-8=932,8-9=1015,9-10=-3374,10-11=-3621,11-12=-3581,12-13=-7713,13-14=-7978,14-15=61
BOT CHORD 1-24=0,23-24=0,22-23=0,21-22=-668,20-21=-668,19-20=976,18-19=976,17-18=976,16-17=3707,14-16=6272
WEBS 4-22=-210,22-25=311,25-26=376,6-26=330,6-27=-297,20-27=-459,20-28=-6382,9-28=-6301,9-29=7240,17-29=7170,17-30=-2997,12-30=-2830, �
12-16=5436,13-16=262,2-24=-258.3-23=27,5-25=-73,21-26=-53,7-27=-167,8-28=70,19-28=154,10-29=297,1&29=369,11-30=-174
NOTES �
1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected wifh 1 row(s)at 0-9-0 on center. £
Boflom chords con�ecied with 2 row{s)at 0-6-0 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 ihe wind loads generated by 90 mph winds at 25 R above ground level,using 5.0 psf top
chord dead load and 5.0 psi bottom chord dead load,100 mi(rom hurricane ocean�ine,on an occupancy category I,condition I ?
enclosed building,of dimensions 45 R by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verlicals or cantilevers
exist,ihey are exposed to wind. fl porches exist,they are not exposed to wind. The lumber DOL increase fs 1.33,and the
plate grip i�crease is 1.33
4)All plates are M20 plates unless otherwise indicated. �
v�Provide mechanical connecfion(by others)oi truss to bearing plate capable of wifhstanding 21 ib uplift at joint 1,317 Ib uplifl �
at joint 22,1308 Ib uplifl at join!20,877 Ib upli(t at Joi�t 14,329 Ib uplifl at Joint 24,106 Ib uplifl at joint 23 and 1341b uplitt at
joint 2L R
6)This truss has been designed with ANSIlTPI 1-1995 crHeria. 3
4
g
LOAD CASE�S) Standard ;
1)Regular:Lumber Increase=1.15,Plate Increase=1.15
€
Uniform Loads(pl�
Vert:1-24=-906.1,23-24=-906.1,22-23=-906.1,21-22=-906.1,20-21=-906.1.19-20=-906.1.18-19=-906.1, i
17-18=-906.1,16-17=-906.1,14-16=-906.1,1-2=-74.0,2-3=-74.0,3-4=-74.0,4-5=-74.0,5-6=-74.0,6-7=-74.0,
7-8=-74.0,8-9=-74.U,9-10=-74.0,10-11=-74.0,11-12=-74.0,12-13=-74.0,13-14=-74.0,14-15=-74.0
e
' Job • Truss Truss Type �, qty p�y
�./
99-0371 T-01A QUEENPOST g '
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 02 16:44:18 1999 Page 1
-���-8 5-4-1 � 11-1-0 � 16-9-15 � 22-3-8 Scale=1.59.2
0-1-8 5-4-1 5-8-15 5-8-15 5-$-g '
5x5-
CLIPPEU 1 1/2"IN LEFT 4
a.00 ,z �
ac4�
ac4�
3 5
W1 yyt s
u� � �
� �N
0
d,
0
3x10 I� 5��� 8 5�� 4x7�I
�8= SxS��
-o�l-s �t-�-o � zz-�-s
°-�-8 ��-�-o »-2-a �
Plate Offsets(X,l�: [1;0-1-1 edge� f7:0-0.5 0-5-0]
LOADING(psQ SPACINO 2-0-0 CSI DEFL (in) (loc) IldeO PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC D.52 Vert(LL) -0.03 8 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Verl(TL) -0.50 7-8 >533
BCLI 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 7 n/a
BCDL 10.0 Code BOCA/ANSI95 1s1 LC Ll Min I/de11=360 Weight:92 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-5 oR center purlin spacing.
BOT CHORD 2 X 4 SPF No.2 BCT CHORD Rigid ceiling directly applied or 10-0-0 on cenler bracing.
WEBS 2 X 4 SPF Stud•Except'
W22X4SPFNo.2
SLIDER Left 2 X 6 SPF No.2 3-0-7,Right 2 X 6 SPF No.2 3-1-11 '
REAC710NS (Ib/size) 1=1048/0-2-0,7=1048/0-3-8 �
Max Horz 1=-153Qoad case 2)
Max Upliftl=-61(load case 4),7=-61(load case 4)
PORCES (Ib)-First Load Case Only
TOP CHORD 1-2=-1218,2-3=-f218,3-4=-879,4-5=-879,5-6=-1226,6-7=-1226
BOT CHORD 1-8=954,7-8=969
WEBS 3-8=-270,4-8=541,5-8=-289
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 fl above ground tevel,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead
load,700 mi irom hurricane oceanline,on an occupancy calegory I,co�dition I enclosed building,of dimensions 45 ft by 24 N with exposure B ASCE 7-93 per BOCAIANSI95
If eod 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
t.33
3)All plafes are M20 plates unless otherwise indicated.
4)Provide mechanical conneciion(by others)of truss to bearing plate at joint(s)1.
5)Provide mechanical connection(by others)ot truss to bearing plate capable of withstanding 61 Ib uplifl at joint t and 61 Ib
upliR at joint 7.
67 This truss has been designed with ANSIlTPI 1-1995 criteria.
LOAD CASE�S) Standard
Job • Truss Truss Type l , Qy Ply
!
� 99-0377 T-04 QUEENPOST 4 1
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 02 16:44:16 1999 Page 1
i-1-10-8 i 5-5-9 � 11-2-8 � 16-11-7 i 22-5-0 i 24-3-8� Scale=160.9
1-10-8 5-5-9 5-8-15 5-5-15 5-5-9 1-10-8
Sx5=
5
8.00 12
�4�
2�c4 i
4 6
3 W1 W1 �
� 2 8 f�
�� . g lo
4x711 5x5� �� 5x5� 4x711
Sx5� bk8= 5x5�
� 11-2-8 , 22-5-0 �
11-2-8 11-2-8
Plate Offsels(X,l�: [2:0-a5,0.5-0�,[8:0-0-5,0.5-0]
LOADINf3(ps� SPACING 2-0-0 CSI DEFL (n) Qoc) I/defl PLATES [3RIP
TCLL 30.0 Plates Increase 1.15 TC 0.51 Verl(LL) -0.03 10 >999 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.50 2-10 >537
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 8 n/a
. BCDL 10.0 Code BOCA/ANS195 1st lC LL Min Udefl=360 Weight:97 Ib
LUMBER BRACINO
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-6-0 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` �
W22X4SPFNo.2
SLIDER LeR 2 X 6 SPF No.2 3-1-11,Right 2 X 6 SPF No.2 3-1-11
REACTIONS (Ib/size) 2=1192/0-3-8,8=1192/0-3-8 �
Mau Hoa 2=167(bad case 3)
Max UpIiR2=-126Qoad case 4),8=-126(load case 4)
FORCES Qb)-First Load Case Only
TOP CHORD t-2=26,2-3=-1236,3-4=-1236,4-5=-889,5-6=-889,6-7=-1236,7-8=-1236,8-9=26
BOT CHORD 2-10=977,8-10=977
WEBS 4-10=-288,5-1�552,6-10=-288
NOTES
1)This truss has been checked tor 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 botlom chord dead
load,100 mi irom hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 fl with exposure B ASCE 7-93 per BOCAIANSI95
Ii end verticels or cantilevers exist,ihey are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plale grip increase is
t.33
3)All plates are M20 plates unless otherwise indicated.
4)Provide mechanical connection(by others)oi truss to bearing plate capable of wifhstanding 126 Ib upliff at joint 2 and 126 Ib
uplift at joinl 8.
5)This truss has been designed with ANSIlfPI 1-1995 criteria.
LOAD CASE�S) Standard
Job � Truss � Truss Type � q�y p�y
99 0371 T-03 MOD.QUEEN �p �
NOFFKE LUMBER INC.,OSHKOSH Wt. 54901 4.0-32 s Jun 8 1999 MTek Industries,Inc. Wed Nov 03 08:02:38 1999 Page 1
-0��-0 6-6-15 � 13-2-8 , 19-10-0 � 26-5-8 � 33-1-1 i 39-11-0 Scale=1:80.5
At-9-$
0-3-0 6-6-15 6-7-8 6-7-8 6-7-8 6-7-8 6-9-15 1-10-8
5�c5-
6.00 12
6
clipped 3" on left �5�
3x5�
3x7� 5 7
3x7�
ac4�� 4 8
ac4//
3 W W3 yy3 2 9
1 W
�- 1
10 r?
� 1��4
3%5 i o
4x10= 16 15 1A 13 12 5x6�
3x5i 3x5- 3x7- 3x10- 3x7- 3x5-
-�-0 9-10-12 , 19-10-0 29-9-4 � 39 11 0 �
U-3-0 9-10-12 9-11-4 9-11-4 10-1-12
Plale Oflsets(X,1�: [1:0-0-0 0-2-41 (10:0-1-0 0-1-151 [10•0-7-2 0.1-4]
LOADING(ps� . SPACING 2-0-0 CSI DEFL (in) Qoc) i/deil PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC U.78 Vert(LL) -0.22 14 >999 M20 197/144
TCDL 7.0 Lumberincrease 1JS BC D.90 Vert(TL) -0.6112-14 >784
BCLL 0.0 Rep Siress Incr YES WB 0.52 Horz(TL) 0.16 10 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min 1/dell=360 Weight:167 Ib
LUMBER BRACINf3
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-10-7 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
WEBS 2 X 4 SPF No.2'Except' WtiBS 1 Row at midpt 5-14,7-14
W1 2 X 4 SPF Stud,W1 2 X 4 SPF Stud
WEDGE
Righk Z X 4 SPF Stud '
SLIDER Left 2 X 6 SPF No.2 3-7-1 �
REACTIONS Qb/size) 1=1869/0-5-8,10=2019/0-5-8
Max Horz 1=-114(load case 2)
Max Upliftl=-109Qoad case 4),10=-178(load case 4)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=-3177,2-3=-3177.3-4=-2854.4-5=-2854.5-6=-2027,6-7=-2027.7-8=-2874,8-9=-2874,9-10=-3200,10-11=25
BOT CHORD 1-16=2777,15-16=2346,14-15=2346,13-14=2355,12-13=2355,10-12=2813
WEBS 3-16=-324,5-16=479,5-14=-771,6-14=1323,7-14=-784,7-12=500,9-12=-349
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed fo�ihe wind loads gene�ated by 90 mph winds at 25 fl above ground level,using 5.0 psf top
chord dead load and 5.0 pst boHom chord dead load,100 mi from hurricane oceaniine,on an occupancy category I,condHion I
enclosed building,oi dimensions 45 ft by 24 fl with exposure B ASCE 7-93 per BOCA/ANSI95 I(end verticals or cantilevers
exist,ihey are exposed to wind. If porches exisi,they are not exposed to wind. The lumber DOL increase is 1.33,and ihe
plate grip increase is 1.33
3)All plates are M20 plates uniess othervvise indicated.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joi�t 1 and 178 Ib
uplift ai joinf 10.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
Job _ Truss Truss Type �y p�y
' 99-0371 T-03A MOD.QUEEN g �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Indusiries,inc. Wed Nov 03 08:25:17 1999 Page 1
-14-0-0 6-1-0 12-8-8 19-41 26-2-0 5-0-8 Scale=1:76.0
14-0-0 6-1-0 6-7-8 6-7-8 6-9-15 1-10-8
6.00 12 Sx5-
2
� 5x5�
� 3x5�
3
3x7�
CIIP 14'ON LEFT
4
Wz 2x4/i
W4 5 5
W
6 7I�
0
�� 10 9 8 5�=
ac4ll 3x10= 3x5- 3x5- 3x711
"t4"�'� s-1-� 16-0-4 26-2-0
�4-ao s-�-o s-��-a �a�-tz
Plate OBseis(X,�: f6:0-0-0 0-1-141 [6:0-5-10 0.1-41
LOADING(psQ . SPACING 2-0-0 CSI DEFL (in) (loc) I/detl PLATES ORIP
TCLL 30.0 Plates increase 1.15 TC 0.79 Vert(LL) -0.08 8 >999 M20 197/144
TCDI 7.0 Lumber Increase 1.t5 BC 0.95 Vert(TL) -0.39 8-10 >801
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 6 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deil=360 WeighL•121 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-11-0 on center purlin spacing, except end verticals.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
WEBS 2 X 4 SPF No.2'Except• WEl9S 1 Row at midpt 3-10,1-11
W6 2 X 4 SPF Stud
WEDGE ,
Right:2 X 4 SPF Stud
REACTIONS (Ib/size) 11=1216/0-5-8,6=1366/0-5-8 �
Max Horz 11=-379(load case 2)
Max UpliR11=-116Qoad case 4),6=-95(load case 4)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=-607,2-3=-607,3-4=-1491,4-5=-1491,5-6=-1830,6-7=25,1-11=-1157
BOT CHORD 10-11=-0,9-10=1102,8-9=1102,6-8=1609
WEBS 2-10=78,3-10=-809,3-8=539,5-8=-397,1-10=859
NOTES
1)This truss has been checked(or unbalanced loading conditions.
2)This truss lias been designed for Ihe wind loads generated by 90 mph winds a125 fl above ground level,using 5.0 psf top chord dead load and 5.0 psi bottom chord dead
load,100 mi from hurricane oceaniine,on an occupancy cateyory i,condition I enclosed building,of dimensions 45 ft by 24 fl with exposure B ASCE 7-93 per BOCA/ANSI95
1/end veriicals or cantilevers exisf,they are exposed fo wind. If porches exist,they are not exposed fo wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3)All plates are M20 plales unless otherwise indicated.
4)Provide mechanical conneclion(by others)of iruss to bearing plate capable of wilhsianding 116 Ib uplifl ai joint 11 and 95 Ib
uplifl at joint 6.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
IOAD CASE(3) Standard
. Job . Truss Truss Type � �, pry
99-0371 S-01 ROOF TRUSS 2 �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.032 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 02 16:44:07 1999 Page t
�1U-�_ 7-4-0 � 14-3-12 14��-8 20-1-0 � 33 5 12 � 40 2 0 p2�cale=t:e1.9
, 27-1-0 � 1
1-10-5 7-4-0 6-11-12 0-t-12 5-7-8 7-0-0 6-4-12 6-8-4 1-10-5
5x6=
6.00 12
6
5x5�
4x7�
� 4x10� 5
7 4x10�
5x5�
4 W4 W6 B SxS�
3 W8 y
W2
13 °
r� 2 bk8= •=
10 c� M
�� 25-8-8 12 '{�
5x5= 16 15 3x10� �4 4x10� �
ac4// 5x7= 3.00 12
I
, 6-Z-12 , 14-5-8 _� 20-1-0 , 27-1-0 , 33-5-12 � 40-2-0
6-2-12 8-2-12 5-7-8 7-0-0 6-4-12 6-8-4 '
Plate Ofisets(X,1�: �10:0.1-15 edqel f15:0-5-4 0-2-8]
LOADING(ps�. SPACINO 2-0-0 CSI DEFL (n) (loc) I/deli PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.65 Verl(LL) -0.38 13 >499 M20 197l144
TCDL 7.0 Lumber Increase 1.15 BC 0.88 VeA(TL) -0.62 12-13 >658
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.37 10 n/a
BCDL 70.0 Code BOCA/ANSI95 1st LC LL Min UdeO=360 Weight:197 Ib
LUMBER BRACINO
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-8-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.SE'Except' BOT CHORD Rigid ceiling directly applied or 5-2-14 on center bracing.
Bt 2 X 4 SPF No.2 W�36S 2 Rows at 1/3 pis 7-14
WEBS 2 X 4 SPF No.2`ExcepY
W1 2 X 4 SPF Stud,W7 2 X 4 SPF Stud,W8 2 X 4 SPF Stud �
W9 2 X 4 SPF Stud
REACTIONS Qb/size) 10=1662/0-5-8,16=2385/0-5-8 ,�
Max Harz 16=88(toad case 3)
Max UpIifl10=-134Qoad case 4),16=366Qoad case 4)
FORCES Qb)-First Load Case Onty
TOP CHORD 1-2=28,2-3=1022,3-4=-1220,4-5=-1220,5-6=-1470,6-7=-1470,7-8=-3750,8-9=-3750,9-10=-4737,10-11=26
BOT CHORD 2-16=-905,15-16=-223,14-15=1108,13-14=3458,12-13=4298,10-12=4298
WEBS 3-16=-2343,3-15=1487,5-15=-827,5-14=341,6-14=842,7-14=-2549,7-13=2053,9-13=-816,9-12=130
NOTES
1)This iruss has been checked for unbalanced loading conditions.
2)This Iruss has been designed for the wind loads generated by 90 mph winds at 25 fl above ground level,using 5.0 pst top chord dead load and 5.0 psf boHom chord dead
load,100 mi trom 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
N end verticals or cantilevers exist,ihey are exposed to wind. K porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3)Ail plates are M20 plates unless otherwise indicated.
4)Bearing at joint(s)10 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should
verify capacity oi bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib up1iR at joint 10 and 3661b
uplifl at joinf 16.
6)This truss has been designed with ANSI/TPi 1-1995 criteria.
LOAD CASE(S) Standard
Job . Truss Truss Type � � p�Y
v 99-0371 S-01A ROOF TRUSS 3 �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Wed Nov 03 09:Q3291999 Page 1
0-5-8 Scale=1 74.3
-�a-o-o a�,pz s-�-o � �a-�-o � �s-s-�2 , 2s 2 0 �2a o s,
14-0-0 0-3-12 5-7-8 �_ 7-0-0 6-4-12 6-8-4 1-10-8�
0-1�''{�Q 12
2
'"'� VAULT MUST MATCH S-01
� sx��
3 4x7�
W
3x5= W5 4 3u5�
W7 5
3x5—
: 9 v
6k8=
12 10 25-8-8 8 6 r� �
3x5 G ��o
�� 4x7�
4x10�� 300 �2
-14-0-0 0,5r8 6-1-0 , 13-1-0 � 19-5-12 � 26 2 0 ,
--i� �
�4-0-0 0.5-8 5-7-8 7-0-0 6-4-12 6-8-q
_P[a�e oRse�s(x,�: �s:o-2-s aaiol [t�:aa-o 0-2-01 I�z•a�-s a�-s�
LOADING(ps� . SPACING 2-0-0 CSI DEFL (in) (loc) I/de0 PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.26 8-9 >999 M20 197l144
TCDL 7.0 Lumber increase 1.15 BC 0.95 Vert(TL) -0.42 8-9 >722
BCLL 0.0 Rep Sfress locr YES WB 0.72 Horz(TL) 0.27 6 n/a
BCDL 10.0 Code BOCAlANSI95 (Malrix) 1st LC LL Min I/defl=360 Weight:151 Ib
LUMBER BRACINO
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-3-4 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 No.2'Except" WES�S 2 Rows at 1!3 pts 3-10,2-11
W6 2 X 4 SPF Stud,W7 2 X 4 SPF Stud,W8 2 X 4 SPF Stud
W72X6SPFNo.2 l
REACTIONS (Ib/size) 6=1350/0-5-8,12=1200/0-3-0 �
Max Horz 12=-244(load case 2)
Max UpIiR6=-720(load case 4),12=-90(load case 4)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=121,2-3=-814,3-4=-2502,4-5=-2598,5-6=-3605,6-7=52
BOT CHORD 10-11=664,9-10=2323,8-9=3182,6-8=3180
WEBS 2-1�946,3-10=-2011,3-9=t503,5-9=-833,5-8=122,11-12=1048,1-12=-152,2-11=-1325
NOTES
1)This truss has been checked for unbalanced toading conditions.
2)This truss has been designed tor the wind loads generateci by 90 mph winds af 25 fl above ground level,using 5.0 psf top chord dead load and 5.0 psf boHom chord dead
load,100 rtii from hurricane oceanline,on an occupancy category I,condNion I enclosed building,ot dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95
If end verticals or cantilevers exist,ihey are exposed to wind. fl porches exist,ihey are not exposed fa wind. The lumber DOL increase is 1.33,and the plate grip increase is
1.33
3)All plates are M20 plates unless ofhenvise indicated.
4)Bearing at joint(s)6,12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grei�tormula. Building designer
should verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable ot withsfanding 120 Ib uplifl af joint 6 and 901b
uplifl at joint 12.
6)This iruss has been designed with ANSI/TPI t-1995 criteria.
LOAD CASE�S) Standard
Job r Truss Truss Type � Q�y �,�Y
, �.
99-0371 S-01B ROOF TRUSS 3 �
NOFFKE LUMBER INC.,OSHKOSH WI. 54901 4.0-32 s Jun 8 1999 MiTek Industries,Inc. Tue Nov 02 16:44:13 1999 Page 1
7-MO 14-3-12 14 -8 20-i-0 27-1-D 33-5-12 40-2-0 2_a Scale=1:80]
7-4-0 6-11-12 0-1-12 5-7-8 7-0-0 6-4-12 6-8-4 1-10.8
Sx6=
6.00 12
5
5�F i
4x10 i 4 4x10�
6 �g�
5x5� 3
W4 ws � 5x5�
W8 8 :
W2
12 Q
� � 8x10= �
0 25-8-8 i t 9 r> r�
4x7= 3x10� 1�
15 14
4x10�
Dc41/ 5x7= 3.00 12
6-2-12 14-5-8 20-1-0 27-1-0 33-5-12 40-2-0
6-2-12 8-2-12 5-7-8 7-0-0 6-4-12 6-8-4
Plate Offsets : 1:0-0-8,ed e, 9:0.2-11 0-0-4, 12:0-5-0 0-3-10 14:0-5-4 0.3-0
LOADING(ps� . SPACING 2-0-0 CSI
DEFL (in) (loc) I/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.55 12 >867 M20 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -0.87 12 >552
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.53 9 n/a
BCDL 10.0 Code BOCA/ANS195 1st LC LL Min 1/de11=360 Weight:195 Ib
LUMBER BRACINO
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-0-15 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E'ExcepY BO'CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
63 2 X 4 SPF 2100F 1.8E WEA�S 2 Rows at 1/3 pts 6-13
WEBS 2 X 4 SPF No.2"Except'
W 1 2 X 4 SPF Stud,W3 2 X 4 SPF Stud,W8 2 X 4 SPF Stud \�
W9 2 X 4 SPF Stud � �
WEDGE �
Righf:2 X 4 SPF Stud
�
REACTIONS (Ib/size) 1=1875l0-5-8,9=2023/0-5-8 ;:
Max Ho21=-116poad case 2) �
Max Upliftl=-109Qoad case 4),9=-178Qoad case 4)
FORCES(Ib)-First Load Case Only
TOP CHORD 1-2=-3327,2-3=-2626,3-4=-2626,4-5=-2390,5-6=-2390,6-7=-5246,7-8=-5246,8-9=-6155,9-10=26
BOT CHORD 1-15=2944,14-15=2901,13-14=2478,12-13=4836,11-12=5584,9-11=5584
WEBS 2-15=149,2-14=-625,4-14=-155,4-13=-296,5-13=1665,6-13=-3191,6-12=2695,8-12=-726,8-11=130
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 a125 fl above ground level,using 5.0 psi top
chord dead load and 5.0 psf boHom chord dead load,100 mi from hurricane ocea�line,on an occupancy category I,condition I
enclosed building,of dimensions 45 ff by 24 R with exposure B ASCE 7-93 per BOCA/ANS195 If end verticals or cantilevers
exist,fhey are exposed to wind. if porches exist,they are not exposed fo wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)All plates are M20 plates unless othervvise indicated.
4)Bearing at joint(s)9 considers parallel to grai�value using ANSI/TPI 1-1995 angle fo grain/ormula. Building designer should
verify capacity of bearing surface.
�Provide mechanical connection(by others)oi truss to bearing plate capable of withstanding 109 Ib uplift at joint 1 and 178 Ib
uplift af joinf 9.
6)This truss has bee�designed with ANSI/TPI t-1gg5 crNeria.
LOAD CASE(S) Standard
RPR 4 '013 1 7:62 FR h' I TEK I NDUS TR 1 ES 31 L� 43�i �i 1 10 TO NOFFKE LUMBER P.02i0�
. Wr���w��
_ ��
' Job Ttuss 7n�sc Type'W -'--- -•�..�,
4�y ��
ss-a��� �s ,
`�t� RCX�F7RtISfi 3 , t tlNIT " J10f57a3
'` 4400
NfOFFKE WhABER INC,OSHK0.+H,'NI 5490" —"""`
A.�-3?.t Jun 81999 MYToIt lnductriey,iqe. 7u�Ppr 0415:Sd:38 2ppQ paye 1
�'j�.. �'� _ 10.3.72 t
-��.�— Z7-1-0..._
03�0 ).t-o --t--- I _t=3'6 t-?.`_� ����G8,� Seale=1:84.7
a++.0 a�-u s�a �•cw s+�2
REfAIR REQUIf�O:STUB LEFI''iIDE O.F 7RUSS 3' Sx6 = � ���
6.04 �`1�
r 5
I5tt5 ! �^�.
4�;'!0 i % :`.�.\ .1xy4 �
�
S'.c5 �. '" \� g � °
�SECTIOPI TO BE REM17v�p 3 , �
ll ! � � � Sx5 ��
� ` 2/i
� ��� \ � 6
� � �/ �1r-
�� � �� ''^
`"�- �
��l ;� � �ol--.._..` 1$ ilXg _ 11 p 1 �
o � �:���
'S 14 3xto _� 2x4 I1 0
2xG /� � _
4x10 �
3•8�0 3,00 ("t`2 :
AT'rACH 1/'.?'PLYWnOD OR 068 GU:tSET(tE;/S2^ apq It�7Ep gt�Eq�p,�sys6 LXP 1)
TO E�CH SIpE OF TRUSS 1MITti CoHCTRUCTI�ON(tUALiTY ADHESN�qND 7W0
ROWS OF 1�d(3"X.137")NAILS SPAr�ED 8"O.C,fROM �U4GH FACE,
ORIVEN THFtOUfiN BbYFf SH�ETS OF PLY1h'OGp A�vD CLINCHED.
a _1b5�8
�----'Gb--s2 _._ 241-0 27_t-0
� 5�if-12 bit2 I 57.8 �h � —_"I_ �'S'„"..' �'?---! 'b2'-0�..�.�
�'�� i-412 6,i,A
�o�ow` : i:aao;�:a�o=c-a �2:0-{-o.o-3t 14• 4.az•�s� —
Laaox� (p�� sPacn�o 1 �•
TCLL 36.0 Pfstes Inare3se 1 16 TC 0 86 DEI-1 (n) (bC) 1/de11 PLATE.'Y C�lifP
TCOt Vert(LL) -0,&I 12 rg7g tA2p 1971190
7�0 Lumber tncrea�:e 9.15 BC 0.96 vert(TC) -0,8&� 12 >S57
SCLC. 0,0 RAp Stres;s ir�rx YES WB 0.8i � •,
9CDL t00 Code Ig(7G/4.AIdS�95 koft{TL) 0.5., S n/�
� 1 st LC LL M�in Ucieli=3e0 Waight�ao ro
LU1�BfR-- --�.,...__— _
TOP CHCiRp 2 X 8 Sl�F No.2 BRnCWO ,
BoT cHaRP Z X 4 SpF t850F�.St_���9pt' 70P CHOF:� .5��p�2,1�on c��q��,�g.
&12 2 X:4 SPf 21001- I.8� 607 CHOF:D Rigid taili�q d{roafy�ppiad or 1p.p.q�p�w y��.
W�� 2 X 4 3NF No.2'P�ca�pc' wE'� z Rows�t 113 Pts �t3
2-15 2 k:4 SPF Stud.4-1�2�:4 3PF 3tud.&�7 2 2 X 4 SPF ,er�+
8�11 2 x,4 SPF Slud
�.
J I �� 5�
� R6ACTIONS (�/s120) 1�788�/0�$'QS.9�?0 210 "��
A+I�x Flea,.-,:8noae�ae z,, -�a !�" .
n�ar up6ft t�-�pg(�pad•�se A).��-777(Iosd oAS�4) `"��-
FORCES(Ib)•Rirst Lond Case Ony
TOPCHGRR 1-2=•32;f8.2•�-2680,;l-da-�',,,gQ.�,2�0.5-�-23e0 6-Ta-5497,7�b:=•5197,iS��-6 D8, �{ /��� ('�
QOTCNGRD 1-16..�842,14-1�279£.131+�137fi,12-13�i781,t1•t�5�2,9-11■6E',qQ � �1�� ✓
WE� 2-1�146.2•t4=-566, e l
4•14�1?7,413=.276,.►1�163p,613�•3170.6-12=2874,8�1;>.+-728,8�11s130
NOTES
t)This trLx�has been efiodced tor unbF,lerroe�f Eoadi�q conditi�x�s. ,`t��111Ct,11011//���I
2)This trws has pe�d�for the wind Meds gensfated by 80 mph wind6�t 25 R abovo flraind krrel.usin9 5.0 � �g• •�'Q1 ��I
top chord da�ad bad wid 5.0 ps!bo�tc�rn cF�oro�fand toqd,1Q0 ritl han hurricans ocesn�ir. � �, �• � • � �I
oon�AtioCi l e�ndosed brsidin9�of elifu1ef131ons 4:•ft by 24 R w`tr e,on�n occuvancy cateaaY I, `� �� �•� ��
or esntilwers�dat,t txposur�B ASCE 7-93 ppr 84CAlA�ISI95 N m�d vsrtiors .. • GJ�YS. • •
is 1.33, �`°f°�to w+nd. K porchea euid.t►bY sre not ratpasad to"��a. Tha lumbu DOl Inuoase ��!: �i4�lY ��r
wW tho plata g�1p increas�is 1.�3 � � 'O • „
�IUl plates sre M20 pksrtes unlass ott�e wi�e irxti�satb. �Z . • '�
4)be�rinC�ffi j�aitlt(sy B considws paraalel ta grein�ialue using A,NS►i7P1 ?-1595 '3�: .;
efwtiki•rerfi;oeR+acity c(br�y surfnce. �9k to p��ain trrmula. Buitdirg de�iyna ��y. �.
5}P�ovltk me�,hanical cnnn�sctio� �� �1��
r
o ers)��E Ot,ss to beerirr�plate enpAblv of withstan.�ing�02 Ib uDNh at joint 7 and �' . ��
1771b tepkR at jo;rrt 9. �O ``
�This tre,ss nas aeen cca�rad wro,.a�isirraj�..��95 cr�ena. / ����ltl It 1►���`
to�►n c,4;�s� ��d Apri!4,2000
���� y' —��
��vwR7�mFa-rr..�a,,,r j„�s,..uMt 1te�A�0�1 ratQ.uro�e9.��s serolES n�e.
p��V'+wM b�W oMy wIM A/I�k oa�nsel�xa ThY p�yy��DOWO a1N YO��Odd7'��NR�hown,a�0 i ta an MONlmuol OV e .
�OM��NOdrO� Ylown�lt fa bl«d�N cf ck�lpi PororMlNt txW P1oP�r tneorpor�bn q axnDpMnt Y a�ponrlMyel �0�pe�nl fe b�
�.�pontloRty o!nw�NCta.�Otlltbnal��caym�xi�r��W a nf�ew«�•ACdNO�al I�mOAroiY�,�aeYfO k���aW0�1y�Arq eon�l�Men Y Y�io.
apo�a�p wD�bwbn,Ou�w�Y eenf�et,i+ac�pn.tMRwtY.«�afbn anp �0"+o�uM r tA►�p,ax6lMy of flw p�D�4M+,Fa p�n«d pWdoqpi
�n �MY Ranela�0.WM►MoOkq�Mp4 OM 1W-V�
NanOM�YiVh/b���nw�p�eP111MMNMIM;yvOMdbbhomTiwllplVMNtP�f+,86�D�'Onot1D'7/N�.�,�N-,�,n.. MiTek� .
** TOTAL_ PAGE.002 **