HomeMy WebLinkAboutTRUSSES - 06-00459 - 561 Twisted Willow - New SFR06 00459
561 Twisted Willow Way-TDG
Roof kO-YOCd-
U U
M m m M
J3C J3C
J3B '�JM
J3A J3A
D1
Q Q Q Q
v < < < <
N Q Q Q (4)- A8's
a
(8) - PB02's QQ C
0
m o
a m
a
2'6"0'
J1A
J16 Q
J1C L) m
C1
C1GE
m
:Z
W
1
B1GE
U
a
J2C
�J2B
J2A
FiJob - - --
Tnus -
- -
609041-6
Al
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
-2-" - -r - 4-0-0
-+— 8-0-0
i —
2.0.0 4-"
4-"
+
6r6 M11204
0
3a4 MIYl04
�
BAQ' 12
14'
C
WS
B1
bd MI120 i
R
0
A
3X4 Mtl20' I
4X4 WW-
ITruss Type
ROOFTRUSS
6314
WJ
8 T P U
US M020-
1
- - - 2 Job Reference optional
18.6-0 23-8-2 +
5-2-2 S-2-2
2100
v
W o x
3X4 NOD
1 &A U220
a
Y z
rid
6200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:64.42 2006 Page 1
29-0-0 + - 33-0.0 _ - } 374)-0 } 39-0-0 +
5314 4-" 4.0-0 2-0-0
sow -1:482
US LV"
H
WNW,'
1 va ' n
W5
� JI
N AA As M L
5a8 Mx
14120 4A MI120- 3a4 MM 1 t
t 4-"
"_0 -- }
13314 -�- -- 18.6-0
- + — - 23-0-2 + _28-0.0 - + - 33.0 0 - 37-0-0 - - 1
4-0-0
4-0.0
5-3-14 5.2.2
6.2.2 5314 4.0-0 4-0-0
Plate Offsets_(X,Y):[B:0-3-8,0-2$L[C:0.1-12,0-1-81LD:0-3-Q0-2-3), [F:0-4-0,0-K,
- — _ - — -
[H:0-3-0,0-2-3),_[L0-1-12,0-1-8], [J:0-3-8,0-2-8). ("3-12.0-0-8j, [P_0-3-12,074-8] -
— — — --
- — -
LOADING (psf)
SPACING 2-0-0
1 CSI
DEFL In (loc) !!dell Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.31
Vert(LL) -0.27 N-0 >999 240
MI120 197/144
TCDL 7.0
Lumber Increase 1.15
BC 0.47
Vert(TL) -0.45 N-0 >972 180
BCLL 0.0
Rep Stress Incr NO
WB 0.88
Horz(TL) 0.12 J rVa n/a
BCDL 7.0 i
Code IRC2003/TPI2002
(Matrix)
Weight: 412 lb
LUMBER
J-
— - - -
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc pudins.
BOT CHORD 2 X 6 DF 180OF 1.6E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) B=437SM-5-8, J=4379/0-5-8
Max HorzB=173(load case 3)
Max UpliftB=1636(load case 4), J=-1636(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/102, B-C=-6841/2692, C-D=-081612823, D-E=-756(113231,E-F=-7559/3232, F-G=-755913231, G-H=756013231, H-I=-6817/2823,1-J=-684112694, J-K=G/102
BOT CHORD B-R=-2305/5525, Q-R=2305/5525, "=-2365/5568, S-T=2365/55W, P-T=-2365/5568, P-U=-3506/8255, U-V=-350618255, V-W=-3506/8255, O-W=-3506182S5, O-X=-350618255, X-Y=-350618255, Y-Z=-350618255,
N-Z=-3506/8255, N-AA=2211/5568, AA-AB=2211/5568, M-AB=2211/5568, L-M=2133/5525, J-L=2133/5525
WEBS C-R=-216/168, C-0=260/290, D-0=570/1307, D-P=-1333/2907, E-P=-4241211. F-P=-1067/504, F-0=440/9W. F-N=1067/503, G-N=-424/211. H-N=-1334/2907, H-M=-571/1308, I-M=261/290, I-L=-216/166
NOTES
1) 2-ply truss to be connected together with 0.131'k3' Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc.
2) All bads 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 (8). unless otherwise
indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live bad rwnooncurrent with any other live toads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1636 lb uplift at joint B and 1636 lb uplift at joint J.
8) This thus is designed in acoordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1.
9) Use USP HJC26 (Wirth 16d nails into Girder & 10d nails into Tress) or equivalent spaced at 20-114 oc max. starting at 8-0-6 from the !eft end to 28-11-10 to connect truss(es) J1(1 ply 2 X 4 SPF), K1(1 ply 2 X 4 SPF), J1(1 ply 2 X
4 SPF), K1(1 ply 2 X 4 SPF) to back face of bottom chord.
10) Use Simpson Strong -Tie WS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 24W oc max. starting at 10.0-12 from the left end to 26-114 to connect truss(es) J1 (1 ply 2 X 4 SPF) to back face of bottom
chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
Continued on page 2
Jab - - T uss — —
— Truss Type - -
- --- -- — ( PI 0 0 1
803041-6 6Al
ROOF TRUSS
_
1
_2 ,Job Rererence (ptianal) - --- - - J
BMC WEST (IDAHO FALL'S), IDAHO FALLS, ID 83402
6.200 s Feb 212005 MITek Industries, Inc. Tue Sep 12 08:54:42 2006 Page 2
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.16, Plate Increase=1.15
Uniform toads (plf)
Vert: A-D=84, D-H=-84, H-K=-84, B-J=-14
Concentrated Loads (lb)
Vert: 0=916(B) M=-916(8) S=-296(B) T=-296(B) U=-296(B) V=-296(B) W=•296(8) X=-296(B) Y=-296(B) Z=296(B) AA=-296(B) AB=-286(B)
f
Job Truss 'Truss Type-
B09041-6
A10 ROOF TRUSS
1 1
'
- - — - - -
-
—
Job Reterenoe optional)
BMC WEST (IDAHO FALLS). IDAHO FALLS. ID 83402
6200 s Feb 2120o5 mTek Industries. Inc. Tue Sep 12 08:54.43 2006 Page 1
f -24-0 } 7-8-14 - } 155.11 }
21.6-5 29_3-2 j _ _ _ _ 3740
2-" 7-8-14 7-8-14
804 L4 20W�
B-0-10 7$14 7.8-14
sure • 1 WA
Sim M.=z
�
aw,12
E
n
- -
602 w120.
c
m �
s,m MIQD.
F
9
�a
a
i
wJ
B
/
W4
6
w
A M1120- �f
M L
54 M1120- 5a8 Mlt20-
K J1 H Sim M1120z
3d M1120- 30 MM 5X5 M1cm
34 H=-
8-" 8-(U 15-6-11 - 1844 _ 21." 29.3_2 37-M
8.6-0 0.2-12 6.8.15 3-0.5
3-0-5 74844 741-14
Pate Offsets (X,Y): B 0-8-3,0-1-2]. [C:0-512,0-3-0],_ -0-15,Edgoj L0-0-0,0-3-4], [G:0-1-6,Ed�e],[H:0.4-0,0-3-0],_[J:0-2-10,0-1-8],_LK (M-12,011-8], [MA-3.0,0-3-0] _
- - -
LOADING (psf) SPACING 2-0-0 CSI
DEFL In (loc) Ifdefl Ud
PLATES GRIP
TCLL 35.0 Plates Increase 1.15
TC 0.92
Vert(LL) -0.16 G-H >999 240
M1120 197/144
TCDL 7.0 Lumber Increase 1.15
BC 0.59
Vert(n) -0.29 G-H >999 180
M1120H 148/108
BCLL 0.0 Rep Stress tncr YES
WB 0.69
Horz(TI-) 0.04 G rda rda
BCDL 7.0 Code IRC20031TPI2002 I
(Matrix)
Weight: 173lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
WEBS 2 X 4 SPF Stud/Std'Except'
WEBS 1 Raw at midpt C-M, D-L, F-I, E-K
W3 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E
REACTIONS (Ib/size) M=2605M-5-8, G=11891Mechan'Ical
Max Horz M=3520oad case 4)
Max UpliftM=-790(load case 5), G-248(load case 6)
Max GravM=2605(load case 1), G=1278(bad case 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/94, B-C=50811109, C-0=-597/204, D-E=-653/261, E-F=-1173/276, F-G=-1904/344
BOT CHORD B-M=-755/583, L-M=-1193/450, K-L-150/483, J-K=-781814,1-J=78/814, H-1=-170/1439, G-H=-170/1441
WEBS C-M=2490/739, C-L=-329/1822, D-L=-9901272, E-1=-137/502, F-1=-763/353, F-11=0015, D-K=207/663, E-K=-6M198
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h--25f; TCDL=4.2psf-, BCDL=4.2psf, Category It: Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
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 bads.
5) All plates are MT20 plates unless otherwise indicated.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 790 lb uplift at joint M and 248 Ib uplift at joint G.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
rB
b Truss ---- Truss Typo - - --- - Qty Ply 0 0 -
041-6 I ---- ---- _: A11 1ROOFTRUSS 1 1
_ _ - , tJob ReferenoDloptionalZ__
BMC WEST (IDAHO FALLS). IDAHO FALLS, ID 63402 6200 s Feb 212W5 IATek Industries, Inc. Tue Sep 12 08:54A3 2066 Page 1
-2-0-0 8 0 0 16-0-021.0.0 29-M 374-0
2-0-0 6-0-0 8-0-0 5-0-0 8-" 8-0-0
604M070Hs Scale 1122
SO M020z
D E
- n ,
000 F12-
i
602 M020.
5x5 MtliO.
¢a c IF d
1 Y WA �6
a
A MI120-
M L K JI H SaS0 MiI0=
64 at= 535 M1120 - U4 L4120 U4 L9120 - St5 Mp20
34 W120-
8[i-0 K12 16.0.0 _ + 18-0-0 + 2144 + 29-0-0_- 37-M
6-6-0 0-2-12 7.34 24-0 2-" 8-" 8-0-0
—Plate Ofisets_(X,Y): (B.0 o-13;Edgel, [C;0-5-8,CO�LP:o-61s,Ea . r.0-4-o,0-3-41,_[�:0-1-11;Edge1,_M.04-W0-3-0j, [J:a2-10,DwlA, (KZ-1--12.0.178 . [M:0-3-o,0-3-01
LOADING (psf) — - SPACING 2-0-0 CSI - (-- - DEFL In (toe) Well Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.17 G-H >999 240 M1120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.61 VedM) -0.32 G-H >999 180 M1120H 148/108
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 G n/a rda
BCDL 7.0 Code IRC20031TP12002 (Matrix) _ - -_ _- --- Weight: 176 lb -
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std 'Except' WEBS 1 Row at midpt C-M, D-L, F-I, E-K
W3 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) M=2605/0-5-8, G=1189/Mechanical
Max Horz M=363(load case 4)
Max UpliftM=795(k)ad case 5), G=-249(load case 6)
Max GravM=2WS(l)ad case 1), G=1269(load case 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/94, B-C=514/1128, C-D=-6061220, D-E=-624/271, E-F=-1117/273, F-G=-1878/345
BOT CHORD B-M=-765/592, L-M=1068/421, K-L=137/485, J-K=-67/759,1-J=-67/759, H-I=-167/1414, G-H=-166/1416
WEBS C-M-2466(140, C-L=299/1711, D-L=-916/262, Ed=137/523, F-Ir798/366, F-H=0/304, D-K=-229/641, E-K=-024/201
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psh, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
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) All plates are W20 plates unless otherwise indicated.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 795 lb uplift at joint M and 249 its uplift at joint G.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job TLAV
Truss Type
B08041-6 ROOF TRUSS
BMC WEST (IDAHO FALLS), iDAHO FALLS. ID 83402
Oty 0011 :]P'
_ _ Job Reference (options, _
6.200 s Feb 212005 MITek Industries, Inc. Tue Sep 12 08:54:43 2006 Page 1
�1-" + 6-0-0 - — 10-6-0 + 17� 0 - 24.6.0 I
1.6-0 4.6-0 4.6.0 7-0-0 7-"
Boo, �2
54 MOD 9X12 MatB11--
Bab MG20% Sat Mx12o
s c D �aa
- T2
A - d�
I
III
Bore LU129:
w w rI
E
I I ' we
I
K J I H D 64 LIM -
f.h� UM Oaf L-400- US U12D- 1 SM M920''
34 um-
1.6.0-+ — 7-9-4 -- - 10-" 17-" 24-"
1-6-0 6-3.4 2-8.12 7-0-0 7-0-0
Plate Offsets L,1n: [B:0-3 0.0 2-3], ro:a3-0,Edges_[E:U� 0,0-3- _LF-0-13.Ed�o�IH:.3-0.0-3-0�
— - - . -
LOADING (psf) SPACING 2-a0 CSI DEFL in (loc) Well Lid PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.61 Verl(LL) -0.09 F-G >999 240 M1120 197/144
TCDL 7.0 Lumber Increase 1.15 SC 0A1 Vert(n) -0.17 F-G >999 180 MII18H 1411138
BCLL 0.0 Rep Stress Incr YES WB OA9 Horz(TL) 0.02 F n/a n/a
BCDL 7.0 — Code IRC20031TPI2002— - �— - (Matrix) - - Weight 147 lb,
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Shxl/Std WEBS 1 Row at midpt B-J, C-1, D-1, E-H, A-K
REACTIONS (Ib/size) K=169/Mechanical,1=1488/a5.8, F=723/Mechanical
Max HorzK=369(load case 6)
Max UpliftK=-115(load case 4),1-265(load case 3), F=-124(" case 6)
Max GravK=289(ioad case 7),1=1488(load case 1), F=729(bad case 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=52133, B-C=-"43, C-D=01164, D-E=-280166, E-F=-964/133, A-K=-286/98
BOT CHORD J-K=-59/368, W=96/337, H-1-35/258, G-H=-0/675, F-G=-5/677
WEBS B-1=-285198, C-1=01201, C-1=551/171, D-1=-892/273, D-H=-122/425, E-1-1=-706/320, E-G=0/275, A4=117/255
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2pst•, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint K, 265 lb uplift at joint I and 124 lb uplift at joint F.
8) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Scale -1 S9.7
f
�FJob --- (Truss Tnrss Type
� 809041.E — A13 ROOF TRUSS
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
63-0
U4 W 20-i 314 M020=
A e
Qty Ply � 00 -- - - -- 1
1 1'
Job Reference -(optional) -- _ _
6200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54,44 2006 Page 1
12.E-0 - t8 6 0 - �- 24.6.0
6-" 6-0-0 6-0-0
9xI2 M1115H � Sc* - 1:56.9
C ^
�lll1III1
�
I
y+l
Vfi
MISyyjj
3A Mi20,
0
Aj
A
I!
1
1
'1
G - - - F S.8 M320
4a4 M=-
4X4 M.120
7-9-4 _ }
5x5 W20 1.50 WOO �
12.E-0 } - 18-" I - 24-" I
7-94
4-8-12 6-" 6-"
Plate Offsets (X,Y): [C:0 3-0,Edge�D:0-1-12,0-1-8j,
[E:0 0-13,Edgej, [G:0 3-0,0-3-0]—
LOADING (psf)
SPACING 2-0-0
CSI
DEFL In (toe) Well Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TIC 0.67
Vert(LL) -0.08 H-1 >999 240
M1120 1971144
TCDL 7.0
Lumber Increase 1.15
BC 0.33
Vert(TL) -0.16 H-1 >565 180
MII18H 141/138
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.02 E n/a n/a
BCDL 7.0
Code IRC20031TP12002
f
(Matrix)
Weight: 119lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except:
WEBS 2 X 4 SPF Stud/Std
6-0-0 oc bracing: H-I.
WEBS 1 Row at midpt A-1, B-I, B-H, C-H
REACTIONS (lb/size) 1=213/Mechanical, E=743/Mechanical, H=1424/0-5-8
Max Harzl=-334(load case 6)
Max Upliftl=-152(load case 3), E=-141(load case 6), H=187(load case 3)
Max Gravl=345(bad case 7), E=743(load case 1), H=1424(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-1=222/86, A-B=2113, B-C=01167, C-D=-455/119, D-E=-1034/176
BOT CHORD H-1�122/279, G-H=-111268, F-G=-57/750, E-F=57/750
WEBS B-1=-93/216, B-H=-M136, C-H=-814/225, C-G=-106/387, D-G=-610/272, D-F--01236
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads.
5) All plates are MT20 plates unless otherwise indicated.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 1,141 lb uplift at joint E and 187 lb uplift at joint H.
8) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
(Job j Truss
fB09041-6 A14
CMB WEST (IDAHO FALLS). IDAHO FALLS, ID 83402
1
44
A
Truss Type
ROOFTRUSS
7-3-0
3z4 Wt20-
e
if
H
44 KQ0-
7--1
7$4
Plate Offsets (X,Y)- [c:0-3-3,Edgej, [E:0-1-6,Edgej, [F:0-4-0,0-3-0], [1-1:0-1-12,04-0]
LOADING (psf)
SPACING 2-0-0
TCLL 35.0
Plates Increase 1.15
TCDL 7.0
Lumber Increase 1.15
BCLL 0.0
Rep Stress Incr YES
BCDL 7.0
Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std'Excepr
W6 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) H=261/Mechanical, E=764/Mechanical, G=135610.5-8
Max HerzH=-279(bad case 6)
Max UplittH=-132(load case 3). E=-147(load case 6), G=-226(load case 3)
Max Graves=346(load case 7). E=764(bad case 1), G=1356(load case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-H=-262/102, A-B=3918, B-C=-17/124, C-D=-665/144, D-E=-1029/219
BOT CHORD G-H=-1071221, F-G=01469, E-F=-106/793
WEBS B-H=-411166, B-G=7231207, C-G=7801179, C-F=-60/366, D-F=-439/243
- - --- Oly ply 00
1 1
— , Job Reference (optional)_
6.200 s Feb 212005 MiTsk Industries, Inc. Tue Sep 12 08:54:44 2006 Page 1
- - 114" �- 198-0 24-" -- 1
7.3-0
tOztBLRl116H�r Sob: V4--1'
c ry
F
W ► OD
i�
54 A0i20 =
14.E-0
24-" —
6-8-12
10.0.0
CSI
DEFL In
(loc) Well Ud
PLATES GRIP
TC 0.68
Vert(LL) -0.22
E-F >894 240
MI120 197/144
BC 0.45
Vert(TL) -0.48
E-F >417 180
MI118H 141/138
WB 0.69
Horz(TL) 0.02
E rda n1a
(Matrix)
1 - -
Weight: 108lb
BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD
Rigid calling directly applied or 64)-0 oc bracing.
WEBS
1 Raw at midpt A-H, B-H, C-G
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL= 4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint H,147 lb uplift at joint E and 226 lb uplift at joint G.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Tn-W
809041-6 jA15
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Truss Type - - -- - 1CHY
ROOFTRUSS 1 1
LJobReference (optional)
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54,44 2006 Page 1
11." 16 &-0 20-"
58-0 5-0.0 se-0 4-M
4A MUD— W KIM - US LOW— 3" M020—
A e C D
n - - Tl - - - - - Tz - —
3A L4 20I' M ►9 20 -
5A LMD— 5r10 M020
3710-10 7-04
-- + 11-0-0
3-10-10 3-10.10
3-2-12
Plate Onsets (Or_[A:0-1-8,0-2-41._[8_0-2-0;�,_[c:o-4-0_0-1-12j. [H:0-1-12,0-241, p:o 3-0.0-2=12j 075 0.0-3 0]. [K:0 3-0,a3=0)
- -
LOADING (psfj
I SPACING 2-0-0 f
CSI
TCLL 35.0
Plates Increase 1.15
TC 0.62
TCDL 7.0 Lumber Increase 1.15
BC 0.81
BCLL 0.0
Rep Stress Incr NO
WB 0.85
BCDL 7.0
- Code IRC2003/TPI2002
1
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E *Except'
B12 X 4 SPF 240OF 2.0E
WEBS 2 X 4 SPF Stud/SW 'Except*
W 1 2 X 4 SPF 165OF 1.5E, W8 2 X 4 SPF 165OF 1.5E
s.s �er2o-
16.6-0 + -- 2D-"
5-" 4-0-0
DEFL in (loc) !/deft Ud
Vert(LL) -0.13 IJ >999 240
Vert(TL) .0.22 I-J >891 180
Horz(TL) 0.02 G r1/a rda
t
1.W W201
E
244r0
4-M
5Y5 Mt120—
F
V a
5: Me20
3" Lai"
- +
24-6-0 - !
4-0-0
PLATES
GRIP
M1120
197/144
Weight: 134lb
-
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
WEBS 1 Raw at midpt C-K, F-G
REACTIONS (lb/size) M--BWMechanical, K=354210-5-8, G=1721/Mechanical
Max UpliftM=-286(load case 3), K=1475(load case 3). G=703(load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-M=-255/102, A-B=70NB, B-C=-2251542, C-D=-13721571, D-E=-1036/431, E-F=1036/431
BOT CHORD M-N=-12/30, L-N=-12130, L-O=-100/43, 0-P=100143, K-P=100/43, K-Q=258/621, 0-R=-258/621, J-R=-2581621, J-S=-258/621, S-T=-258/621,1-T=-258/621, I-U=-571/1372, H-U=-571/1372, H-V=0/0, G-V=0/0
WEBS A-L=-29169, B-L=-251/592, B-K=1143/470, C-K=-2269/944, CJ=311/726, C-1=-445/1069, D-1=27/149, D-H=-5531231, E-H=358/142, F-G=1587/657, F-H=74311786
NOTES
1) Wind: ASCE 7-98; 90mph; 11=2511; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint M, 1475 lb uplift at joint K and 703 lb uplift at joint G.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7) Use Simpson Strong -Tie WS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-3-8 oc max. starting at 0-1-12 from the left end to 22-6-4 to connect truss(es) El (1 ply 2 X 4 SPF) to front face of bottom
chord.
8) Fill all narl holes where hanger is in contact with lumber.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.15, Plate Inuease=1.15
Uniform Loads (pit)
Vert: A-F=-84, G-M=-14
Concentrated Loads (lb)
Vert: M=296(F)1=-296(F) 1-1=296(F) N=296(F) 0=296(F) P-296(F) 0=-296(F) R=-296(F) S=-296(F) T=-296(F) U-296(F) V=296(F)
Seale - 1:31.3
- - - - - - - -
1, Job Truss Truss Type Qty Ply 0 0 -
�808041-6 AI 1FtC COMMON j
L - - - - Jab RsferePC@ (optional)_-
BMC WEST (IDAHO FALLS). IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:45 2006 Page 1
10-6-12 - 20-11-8
10v-12 a4un2o-_ 10�a12
F
1 Sx4 Mit2011
j 15x4 Mtl201
1 w U= 1 SA hate l
E G
14 42' 12
1.5x4 MIQ011 1.5x4 A4120 1
0 H
536Loco4
C I I t Sx Lwo,\
X x
A
n �
Plate Offsets (X,Y): [A:0-4.2,0-0-141,_[4:0-3-0,0-3-0), jb-3-0,0-3-0[tC O �141, [N:0-3.0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI
TCLL 35.0 Plates Increase 1.15 TC 0.1
TCDL 7.0 Lumber Increase 1.15 BC 0.0
BCLL 0.0 Rep Stress Incr YES WS 0.
BCDL 7.0 Code IRC20031rP12002 (Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 2 X 4 SPF Stud/Std
K
d
r s R a P a N M L Zx4Ma20-
1.5x4L41M01 1Sx4Mt1201 1.5x4MM11 Sx5M1120- 1Sx4N12D1
1.5x4 M1120I 15x4 M1120 i 1 1.5x4 MIRO 11 1.5x4 W1201'
-- 20-11.8
20-11.8
DEFL In (loc) Vdefl Ud PLATES GRIP
1 Vert(LL) n/a - n/a 999 M1120 197/144
9 Vert(TL) n/a - rda 999
22 Horz(R) 0.01 K rba n/a
Weight: 135 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
WEBS 1 Row at midpi F-P, E-Q, G-0
REACTIONS (lb/size) A=145/20-1", P=121/20-11$, Q=190/20-11-8, R=201/20-11-8, S=185/20-11-8, T=244/20-11-8, 0=190/20-11-8, N=201/20-11-8, M=185/20-11-8, L=244120-11-8, K=145/20-11-8
Max HorzA=-420(load case 3)
Max UplittA=-152(load case 3). Q=-146(load case 5), R=-182(load case 5), S=160(load case 5), T=-228(load case 5), 0=-141(load case 6), N=-184(load case 6), M=-160(load case 6), L=-227(load case 6), K=-92(load
case 4)
Max GravA=369(load case 5), P=264(load case 6), 01=199(load case 7). R=201(load case 1), S=186(load case 7), T=245(load case 7). 0=199(load case 8), N=201(load case 1). M=186(foad case 8), L=245(load case
8), K=337(load case 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-496/229, B-C=321/201, C-D=218/180, D-E=-1191164, E-F=-115/225, F-G=-115/197, G-H=1191121, H-1=-143/106,1-J=-270/126, J-K=-454/153
BOT CHORD A-T=1061343, S-T=-1001347, R-S=-1001347, Q-R=-1001347, P-Q=-100/347, O-P=-100/347, N-0=-1001347, M-N=-100/347, L-M=-100/347, K-L=-981339
WEBS F-P=248/0, E-0=171/163, D-R=-1701197, C-S=-166/183, B-T=-192/225, G-0=171/158, H-N=170/199, I-M=166/183, J-L=-192/225
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-98; 90mph. h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber D0L=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail"
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-" oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint A,146 Ib uplift at pint 0,182 lb uplift at joint R.160 lb uplift at joint S, 228 lb uplift at joint T.141 lb uplift at joint 0,184
lb uplift at pint N.160 lb uplift at joint M, 227 lb uplift at joint L and 92 lb uplift at joint K.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
scale - 11w
t
jJob - - Truss
I809041-6 I A2
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
2-0-0 5.0-0
Truss Type - - - -
- ROOF TRUSS -- -- --
+ f5." + 214-0
5-0-0 5.8-0 5.8-0
SO MIGD�i
ae Lal2a=
D E
Oty JPhr 00 --
1 II AJobRe14ren981QRfi_onqQ___
--
6.200 s Feb 21 2005MiTek Industries, Inc. Tue Sep 12 08:54AS 2006 Pagel
27-04 - + 32-0-0 3740 39-0-0 - {
5-" 5-0-0 5-" 2-0-0
Snls - I S2A
ScD M:40.
W M1120-
F 6
1 SSW MI40�
NIII eoo'u m V
\__
¢ c
ti
w4
yB _-1----- -- - 91 --- --- Ii,l'- - --- -e2-- -9
3 50 L6120' M L
A US 0 20- 5e6 Mtl20- &
10-0-0 18-6.0 27-04 37-M _
10-0-0 8-6-0 8-" 10-0-0
Plate Offsets _LY�: LB:a1-11,Fdgo], [D:a4-12,a2-0j, [E:0-3-0,0-3 6j. [G:o-0-1z,a2-0�. [I:01=11,Edge , :0-3-12,Edge], [L:a3-0,0-3-4j, [M:a3-12,Edgel - --- -
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.21 B-M >999 240 M1120 1971144
TCDL 7.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.44 I-K >990 180
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 1 n/a n/a
BCDL 7.0 Code IRC2003/TPI2002 (Matrix) - - - Weight 158 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4-1.6 oc puriins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing.
WEBS 2 X 4 SPF StudlStd WEBS 1 Raw at midpt E-M, F-K
REACTIONS (lb/size) B=198510-5-8,1=1985/0-5-8
Max HorzB=-217(load case 3)
Max UpliftB=-386(load case 5),1=386(load case 6)
FORCES (lb) - Maximum CompressioNMaximum Tension
TOP CHORD A-6=0/97, B-C=2752/542, C-D=-2415/524, D-E=-1927/481, E-F=-2383/558, F-G=-1927/481, G-1-11=2415/524, H-I-2752/543, W--M7
BOT CHORD B-M=570/2153, L-M=-697/M. K-L=-549/2360, I-K=-354/2153
WEBS C-M=-286/200, D-M=125/807, E-M=-8181352, E-L=-29/146, F-L=29/146, F-K=-818/352, G-K=-125/807, H-K=2861200
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h--25ft; TCDL=4.2psf; BCDL= 4 2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
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 We loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint B and 386 Ib uplift at pint I.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASES) Standard
3
t
aob - Thus -- - -
B090416 A3
BMC WEST (IDAHO FALLS), IDAR6 FALLS, ID 63402
6-0-0
6 WO 12
3s4 M7120.
Tress Type
---.ROOF TRUSS ---
12-M 18.6-0
6-0.0 6-6-0
6:tO M[t20
C
Ply -
,1
- I -
00 - -
1
Job Reference (optional)__ J
6.200 s Feb 212006 MiTek Industries, Inc. Tue Sep 12 08:54A6 2006 Page 1
31-M _ - 37-M 39-0-0_
Sold -1802
54 MI120.
9 F
M W3 W3
I
- - r
500 M1120 - M L K J I 6a10 M020;
1 Sa4 M020 0 so mum 3XB MI120- 5a6 W120 1.5.4 mm I I
6-0-0_ -- 12-Q0- t86-0 25-0-0 -31-" 37-0.0
6-0 0 6-" 6-0 0 6-0-0 6-0.0 6-0-0
-- 2rt-M +
6-"
eat0 MY20J
1.594 Win 1 I
0 E
- --Tz-- - -
i
W m i
Plate offsets (X,Y); [A;b-1-11,Edge],_ [B 0-1-12.04A, [C:0-6-8 0-1-12], [E.G-6-8,0-1-12 , [F:0-3-0,o�jG;O-1-11,Edg�. (J:0-3-0,0-3-0 ,1L:o•3-0 o-3-
_ _ - - - --
LOADING (psf) 1 SPACING 2-" CSI l DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.16 K >999 240 M1120 1971144
TCDL 7.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.28 K-L >999 180
BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.13 G n/a n/a
BCDL 7.0 Code IRC2003/TPI2002 (Matrix) I Weight:167 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Stnectural wood sheathing directly applied or 3-8-15 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing.
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) A=1784/Mechanical, G=1991/0-5-8
Max HerzA=281(load case 3)
Max UpIUW-286(load case 5), G=407(load case 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-28301427, B-C=-22981418, C-D=-2053/413, D-E=-2053/413, E-F=-22841415, F-G=-2778/402, G-H=0/97
BOT CHORD A-M=-50512214, L-M=-505/2214, K-L=-40011802, J-K=-251/1794, I-J=-234/2158, G-1=233/2160
WEBS 1344=0 17, B-1-=-509/261, C•L=4WM5, C-K=-267/595, D-K=571/290, E-0-269/604, EJ=72046, F-J=-455/219, F-1=0/211
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf: Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This tress has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to thus connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint A and 407 lb uplift at joint G.
7) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply f 00
1309041-6 l A4 ROOF TRUSS 1 1 1
:Job Reference (o(option*on-- - -
BMC VSIEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.2W s Feb 212005 MTek Industries, Inc. Taa Sep 12 08:54A6 2006 Page 1
7-0-0 - 14-0-0 181r0- 23-" 30-" -- - 37-0-0 3944_4
7-0-0 7-0-0 4-8.0 4-6-0 1-0-0 7-0.0 2-04
US M1120 i 0ulc - 1 fi8A
3v4 M1120= Sxa RSIt20��
c 0 E
E 00,12
i
i
Ub MU20G S,A W1201,
w
0 F d
W3 W3 r
I
b' A - - - - — -- - -- - -- 82—
H d
5aS0►i720= L K J I Sr101J1Q0=
1 s„a ea2o Sfl tAt20- 1k0 6:12Q- tSx4 ► M
t 7-0-0 14-0-0 - 23-" -- 30-0-0 -- 374).0
7-0-0 7-0.0 "_0 7-0-0 T"
Plate Offsets X,Y): [A:0-1-11,Ed - ( geJ, [B:0-4-0,0 3-0jt [C:O�t-t2,0-2-0], [E:0-4-12,1)•2-0j, [Fal 4 0,0-3-0], [G:0-1-11,Edge , J:0-3-12,0-3-0,,_[K:Q-3-12,0-3-0]
LOADING (psf) SPACING— 2-0-0 CSI -_ - DEFL In (loc) I/defl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.16 J-K >999 240 MI120 197/144
TCDL 7.0 Lumber Increase 1.15 BC 0.63 Ved(TL) -0.37 J-K >999 180
BCLL 0.0 Rep Stress Ircr YES WB 0.37 Horz(TL) 0.13 G n/a Na
BCDL 7.0 L Code IRC2003lrP12002 (Matrix) �- - — -- Weight: 167lb -
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std WEBS 1 Row at midpt B-K, D-K, D- J, F-J
REACTIONS (lb/size) A=1793/Mechanical, 0=1999/0-5-8
Max HorzA=-323(ioad case 3)
Max UplittA=-306(load case 5), G=426(load case 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=2846/457, B-C=2189/391, C-D=-1684/401, D-E=-1673MM, E-F=-21721375, F-G=-2773/410, G-H=0/97
BOT CHORD A-L=-t3812232, K-L=-438/2230, J-K=280/1742, W=-177/2146, G-1=1772148
WEBS B-L=0247, B-K=-6741319, C-K=-751606, D-0-395250, D-J=-415252, E-J=77/589, F-J=-590274, F-1=0/238
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category 11; Exp C; enclosed; M WFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load ranconcurrent with arty other live toads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint A and 426 lb uplift at pint G.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job -
Truss
Truss Type - --
Qty
Ply
j 0 0 - — - - - 1
609041-6
A5
ROOF TRUSS
1
1
D
Job Reference (opti6.200
BMC WEST (IDA}i-0 FALLS), IDAHO FAL 83402
s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:46 2006 Page 1
--
8-0-0
-- 16-0.0
21-M
29-0.0
37-M 39-0-0
8-0-0
8-0-0
5-0-0
1204 M0/8H \%
12x14 M018H'1
8-0-0
84)-0 2-0-0
Scak - 1004
&M 12
C
ra -
0
eye ►atim.
V2 1
V2
s�s►rno.�
E
it
A
i
1 F
S
s:to M1Q0_
BI--
---- -- -
K
---
J
-'-"'
1
-- -- --- --'I-3
G d
H WO MJ20z
WNW--
- 16.0.0
3x4 M1120=
z1-00_--_
5z8 M420
29-04
5%5 M[RO
-- 37-0-0
s-0-0
_Plate Offsets (X,Y): jA:0.1-11,Edge].-[B
04-O,Edge1. [C,01-9,Edge], [D:0-1-9,Edgel,,E:0-4-0.0-3-41. [F:0-1-11,Edge], [H:0-4_-0,0-3- ], j1:0-3-12,0-3 0], [K:0-0-0,0-3-0]-
LOADING (psf)
SPACING 2-0-0
CSI
T
DEFL in
(loc) Vdefl
Ud PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.85
Vert(LL) -0.20
A-K >999
240 M1120 1971144
TCDL 7.0
Lumber Increase 1.15
BC 0.72
Vert(TL) -0.37
A-K >999
160 MII18H 141/138
BCLL 0.0
Rep Stress Incr YES
WB 0.44
Horz(TL) 0.13
F Na
n/a
BCDL 7.0
Code IRC20031TP12002
_
-I (Matrix) -
LLL---
111 --
-
Weight: 165lb
-�
LUMBER
-
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood
sheathing directly applied.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0.0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
WEBS
1 Row at midpt
B-J, C-I, E-1
REACTIONS (1b/size) A=1793/Mechanical, F=1999/0-5-8
Max HorzA-364(load case 3)
Max Up[AA=-321(load case 5), F=-041(toad case 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-2810/471, B-C=2037/397, C-D=-15301409, D-E=2033/390, E-F=27501430, F-G=0/97
BOT CHORD A-K= 440/2188, J-K=-440/2186,1-1=-192/1533, H-1=201/2117, F-H=200/2118
WEBS B-K=01311, B-J=-795/364, Cti1=144/517, C-1-320/310, D-1=-134/494, E-1=-716/324, E-11=0/301
NOTES
1) Unbalanced roof We bads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2ps , BCDL;=4 2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nwKxmurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The following joints) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection: D.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 tb uplift at pint A and 441 lb uplift at joint F.
9) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSt/TP11.
LOAD CASE(S) Standard
Job - Truss Truss Type - - 1Qty-
6090416 A6 ROOFTRUSS 1
BMC WEST (IDAHO FALLS). IDAHO FALLS, ID 83402
7-8.14 155-11 _ 21-65 - 29-3-2
7-8-14 7.8-14 6-0-10 7-8-1
1LU M:ISSM\\
12x14 t,[I16H'r
c o
&W12 T3 - -
IPIy - 00 - --
1
-;Job Reference (optional)--
6.200 s Feb 212005 NTek Industries, Inc. Tue Sep 12 08:54.47 2006 Page 1
+ 37-0-0 39-M I
4 7.8.14 2.0-0
Sak .1:70A
R"
Ss! IdIROi
B
W WJ
W1
54 LIDO"
E
WJ
�
A
I
F
as
500=20�
K
J I
_-T�[-_ 6
H 500 b1A20�
— 7-8.14
W Mi120 -
-- 155-11
UA MR20- 640120 -
21-8-5 — - +--
SA M1120
29-3-2 37 -0
741-14
7$14
6-0.10
7-8-14 7-8-14
Plate Offsets (X,Y):_[A:0-1-1tEd [B:O4-0,0-3-0J.[C.9-1-9,Edgej,_[D:0.1-9.Edge1_[E:0-4-0,0�-OJ, [F:0-1-11,Edgej, [H:O�-0,0-3-0J. [I:0-3-12,0-3 Oj. [K:0-4-0,0 3
- -
--PLATES
- - _
LOADING(psf)
SPACING 2-0-0
I CSI
DEFL in
(loc) I/dell Ud
GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.78
Vert(LL) -0.19
A-K >999 240 M1120
197/144
TCDL 7.0
Lumber Increase 1.15
BC 0.70
Ved(TL) -0.34
A-K >999 180 M11181-1
141/138
BCLL 0.0
Rep Stress Incr YES
WB 0.39
Horz(TL) 0.13
F n/a n/a
BCDL 7.0
Code IRC20031TP12002
(Matrix)
-
-_ - Weight: 163lb -
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 2-2.0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 104)-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
WEBS
1 Raw at midpi B- J, C-I, E-1
REACTIONS (lb/size) A=1793/Mechanical, F=1999/0-5-8
Max HorzA=-353(load case 3)
Max UpiitfA=-317(load case 5). F=437(bad case 6)
FORCES (lb) - Maximum CompressionfMaximum Tension
TOP CHORD A-B=2820/467, B-C=-2076/396, C-D=-15691404, D-E=-2069/384, E-F=-2756/425, F-G=0/97
BOT CHORD A-K=-43512199, J-K=-435/2197,1- J=-22311574, H-1=-19512124, F-H=-194/2126
WEBS B-K=0/298, B-J-7591353, C-J=134/505, C-1=-304/291, D-I-117/481, E-1=-6781311, E-H=01288
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft: TCDL=4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left arid right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The following joints) require plate inspection per the Tooth Count Method when INS truss is chosen for quality assurance inspection: C and D.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint A and 437 lb uplift at Joint F.
9) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASES) Standard
Job -
Tnjss
--
- ] Truss Type
-
Oly
i 0 0
609041.6
I A7
ROOF TRUSS
�
12
1 LJobRefemnce
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 --
-
-- - - - -
-
- -
optional)
-- - -6.200 s Feb 212005 MTek Industries, Inc. Tue Sep 1208:54A7 2006 Page 1
7-8-14
-- -+- 15-5-11
-E---- - 21-65
- I
29-3-2 -- -- 3740 �9-Mi
7-8.14
7.8-14
6-0.10
12.14 M:IIBH1\
c
1204 MSItBH N
0
7-8-14 7-8-14 2.0-0
9crk - S:78A
aWu
Sxa MIt20 i
ra
1N1
-
axa A4YLOJ
B
E
t1Y3
j �{
W3
i
A
92-'
II
F
d
Sxto mlw =
K
J
I
G
H S%Sa A0120=
7-8-14
518 M1120=
+ - 15 5-11
W M1120-
21."
6x8 M020 -
-
US 1420=
29-3-2 37-0-0
7-8-14
7.8-14
6-0-10
7-8-14 7.8-14
Plate Offsets (X,Y): i 0-1-11,Edgel,
- -
[B:0-4-0,0-3-41, (C:0-1-9LEdge],ID.0-1-9,Edgel, [E:0.4-0,0-3-0 , :0-1-11,Edge), (H:0-4-0,0-3-01, [1.0-3-12.0-3-01. [1 Z-".0-3-01 - - -
- - -- - - -
LOADING psf)
SPACING 2-0-0
CSI
DEFL in
(loc) Well Ud PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.78
Vert(LL) -0.19
A-K >999 240 M1120 197/144
TCDL 7.0
Lumber Increase 1.15
BC 0.70
Vert(TL) -0.34
A-K >999 180
MI118H 141/138
BCLL 0.0
Rep Stress Incr YES
WB 0.39
Horz(TL) 0.13
F n/a n/a
BCDL 7.0
Code IRC20031TP12002
I (Matrix)
Weight: 163lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purtins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 1040.0 oc bracing.
WEBS 2 X 4 SPF StudlStd
WEBS
1 Raw at midpt B- J, C-1, E-I
REACTIONS (lb/size) A=1793/Mechanical, F=199910-5-8
Max HorzA=-353(load case 3)
Max UpliftA=-317(load case 5), F=-437(load case 6)
FORCES (lb) - Maximum CompressionfMaximum Tension
TOP CHORD A-B=2820/467, B-C=-2076/396, C-D=-1569/404, D-E=-2069MM, E-F=-27561425, F-G=0I97
BOT CHORD A-K=-43512199, J-K--435/2197,1.J=223/1574, H-1=-195/2124, F-H=-194/2126
WEBS B-K=/296, B-J=759/353, C-J=-134/505, C-1=-304/291,1)4=117/481, E-1=-678/311. E-1-1=0/286
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph: h=25f ; TCDL=4.2psf; BCDL=4.2psf; Category II: Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The following joints) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection: C and D.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint A and 437 lb, uplift at pint F.
9) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job TA"S
ss Truss Type - — Qty Piy
B09041-6 I ROOF TRUSS - - 1 Job Reference -(optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:47 2006 Page 1
7.8-14 15.6-11 { 21-6fi } _28.3.2 37-0.0 } 39-0.0
2-04 7-8-14 7-8-14 6-0-10 7-8-14 7-8.14 2-"
Ea111RIS6H' Sde - 17►A
S�0 M�a2or
E
B 00 �72
i II
6,c12 M0t20 i 54 MtQO:
MI!
C F 4
i
YJl 1 W5
1 yy -- - ----- - - - - --- - — — - -- I — - — _- - - - — 6 µµ
A M120.- - H
N Y L K J 1 54 Ww-
1.5s4 W=64 MW - SA L420 4A M0120-- SALIM= 54HIM-
5 7 6 11-M 11-2-12 155-11 18-2-8 --_ 21.6.5 —_ _- 29-3.237-M --
5-7.6 5-4-10 0.2-12 4-2-15 2-8-13 3.3.13 7-8-14 7-8-14
Plate Onsets (X,Y1_B:0-0-13,Ed a ,_[D.0-6-15,Edge], [F:0-4o,0-3-0], [G:o-0-13, _
_ _ Eage], [I:o-a-o,o�-01L-z-1z;o-3=a1 �c:o-1-1z,o-z-01, L:o-2-o,a2-a), [M:o-a-o.o-3-a� _
LOADING (psf) SPACING 2-0-0 T CSI DEFL in (loc) Well Ud — PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.10 J >999 240 M1120 1971W
TCDL 7.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.20 I-J >999 180 M1118H 141/138
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 G n/a rVa
BCDL 7.0 _ Code IRC2003/TPI2002 (Matrix) I - _ Weight:183 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigel ceiling directly applied or 4-2-4 oc tracing.
WEBS 2 X 4 SPF Stud/Std 'Except' WEBS 1 Row at midpt D-L, F-1, E-K
W4 2 X 4 SPF 165OF 1.5E, WS 2 X 4 SPF 165OF 1.5E 2 Rows at 1/3 pis C-M
REACTIONS (lb/size) M=2844/0-5-8, G=112810-5-8
Max HorzM=331(lcad case 4)
Max UpliftM=925(load case 5), G=-338(load case 6)
Max GravM=2844(load case 1). G=1347(load case 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-13=0/94, B-C=455/1050, C-D=-270/607, D-E=400/200, E-F=-921/210, F-G=-16141252, G-H=0197
BOT CHORD B-N=711/540, M-N=-753/580, L-M=-26821967, K-L=339/361, J-K=-39/614, 1-J=-9/1185, G-1=-8/1187
WEBS C-N-107/222, C-M=-3351/1088, C-L=72012933, D-L=-1608/454, E-J=-121/483,174= 709/315, F-1=0/289, D-K=2151912, E-K=-890/223
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft, TCDL= 4.2psf, BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
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 fire loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The following joint(s) require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: D.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb, uplift at joint M and 338 lb uplift at joint G.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
f
i Job - Truss ' Truss Type - - - ' Oty Ply ! 0 0 - -
B09041-6 A9 ROOF TRUSS 2 1
L— - 1 `Job Reference(optional)-- J
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 - - - - - -6.200 s Feb 212005 MiTek Industries, Inc. Tae Sep 12 08:54:48 2066 Page 1
2-0-0 7-8-14 155-11 21-6.5 29.3.2 37-0-0- - 39-0-0
2-0-0 7$14 7-8-14 6-0-10 7.8-14 7.8-14 2-0-0
902 MJ1/8H \'. fita4.1 71A
TRIO W118H;
a E
n
e 0"2
�.
6r12 WINN', 5:8 W120"
WI
c !I F p
,y X d
vs W3
i ` I
64
L K J 1 54 M420-
5c61.i020- 54 ►CQO- 61d WOO- 5R844120-
— 84-0 8.8+12 15-5-11 21-" 29-3-2 374-0 -
8-" 0-2-12 6.8.15 6-0-10 7-8-14 7-8.14
Plate Offsets (X,Y): fB_0-8-3,0-1-21, [C:0-5-12,0-3-01, [D:0-3-4gd9ej. [E:0.4-15,Edgel, [F:04-0,0-3-0] [G:0-0-13,Edgel, [1:04-0,0-3-0], [J:0-3-12.0-3-0]. [L:0-3-0,0- 7%—
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) lldefl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.08 G-1 >999 240 M1120 1971144
TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.18 G-I >999 180 MI116H 141/138
BCLL 0.0 Rep Stress I= YES WB 0.69 Horz(TL) 0.04 G rda n/a
BCDL 7.0 Code IRC20031TPI2002 (Matrix) Weight: 166 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
SOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std *Except* WEBS 1 Raw at midpt C-L, D-K, E-1, F-f
W3 2 X 4 SPF 165OF 1.5E, W4 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) L=259010-5-8, G=1382/0-5-8
Max Harz L=331(load case 4)
Max UplIftL=-788(load case 5), G=367(load case 6)
Max GravL=2590(l)ad case 1), G=1471(load case 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=OM, B-C=-509/1109, G-D=-6 1202, D-E=794/299, E-F=-1138/259, F-G=1832/303, G-H=0/97
BOT CHORD B-L=755/584, K-L=11911475, J-K=-1271474, 1-J=-50/1364, G-1=50/1366
WEBS C-L=2475/741, C-K=334/1819, D-K=-947/262, D-J= 223/703, E-1=124/154, F-J=-698/314, F-1=0/288
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip 1301-=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) The following joints) require plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection: D and E.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint L and 367 lb uplift at joint G.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11 A and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
c
[Job - - _ — (Truss --
IL B09041-6 B1
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
1 Truss Type
.ROOFTRUSS
---
-2-0-0 6-0-0
240 6-0.0
12-M
B-0-0
sx6 M420 -
0
B-0.0 -
8-"
Plate Onsets (X,Y): [B:0-0-13,Edge], [C:0-3-0,04-0], [E_0-3-0,0-K, [F:0-0-13,Edge], [H:0-3-0,0.3.4], [1:0-3-0,0-34] _
- —
- —SPACING -
LOADING (psf)
2-0-0
CSI
TCLL 35.0
Plates Increase 1.15
TC 0.43
TCDL 7.0
Lumber Increase 1.15
BC 0.36
BCLL 0.0
Rep Stress Incr YES
WB 0.32
BCDL 7.0
Code IRC200317PI2002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 16WF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/S1d
REACTIONS (Ib/size) 8=1348/0-5-8, F=1348f0-5-8
Max Herz 8=259(load case 4)
Max UpliftB=436(load case 5), F=-036(load case 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=16521270, C-D=-14221328, D-E=-14221328, E-F=-16521270, F-G=0/97
BOT CHORD B-1=245H243, H-1-58/844, F-H=-125/1243
WEBS C-1=-014/248, D-1=162/535, D-H-1621535, E-H=414/249
iOly Ply 0 0 -- - - - -
-9 1
J_ _ob Reference (motional)
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 1208:54:48 2006 Page 1
-- 1840 24-" 26-0-0 -
6-04 60.0 2.0-0
sca* • Vw 9
16-0-0 24-M_
B-0-0 8-0-0
---DEFL In (loc) ddefl Ud PLATES GRIP-
Vert(LL) -0.08 B-I >999 240 M1120 1971144
Vert(TL) -0.18 B-1 >999 180
Horz(TL) 0.05 F n1a n/a
Weight: 96 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psF BCDL=4.2psh, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint B and 336 lb uplift at joint F.
5) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job - Truss
B09041-6 B 1 GE
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ITruss Type
ROOFTRUSS
—
12-0-0
4e4 Liao-
G
I Sd L0201'
F
15x4�
0 OD-12
i s"4 M1120 H a
1
1.50 M112o 1 � C
B �� iT2
Qty
1
Ply
-
--
24.0-0 --
12-0-0
ISa4 LkQO i �
N
1Sx4 Lot""
I
so M=0
s>�
-- — 100
1
Job Reference optional) --
6.200 s Feb 212005 MTek Industries, Inc. Tue Sep 12 08:54*48 2006 Page 1
1 26 —I
2-0-0
sws•7�2r
I.SN W= I
K
I.5X4 MII20
L
II
I
lit
I M
N
USLC120- V
1SMLRp2D IZALCM11 ISALCI20 54M=-
a R O O kX120-
14AMUMI 1SitMIM11 15dM112DI 515,LC120- 1.5s4M112D';' 1.5"MD2oti 1Sa4MC20
—
— 24-0.0
24-0-0
Plate Offsets_(X Y):-[A:0-8-3,0-1-2), [J:0-3-0,0-3-0], [M:0-S_3,0=1-2], [R:0-3-0,0-3-0], (V:0-3.0,0-3-9O]_
--
-
- -
LOADING (psf) l
SPACING 2-M
CSt
DEFL In
(loc) Vdefl Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.34
Vert(LL) -0.06
N rdr 120
M1120 197/144
TCDL 7.0
Lumber Increase 1.15
SC 0.14
Vert(TL) -0.08
N n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.22
Horz(TL) 0.01
M n/a n/a
BCDL 7.0
IRC20031TP12002
(Matrix)
- -
Weight: 116lb --
LUMBER
-Code
- -
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-" oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc tracing.
OTHERS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) A=95/24-0 , M=387/24-0-0, T=163/24-0-0, U=195/24-0-0, V=196/24-0-0, W=198/24.", X=189/24-0-0, Y=221/24-0-0, S=193/24-0.0, R=203/24-0-0, Q=186/24-0-0, P=222124-0-0, 0=78124-0-0
Max HorzA=-280(load case 3)
Max UpliftA=-72(load case 3), M=-148(load case 6), U=-77(load case 5), V=-91(load case 5), W=-87(load case 5). X=-84(load case 5), Y=103(load case 5), S=-71(load case 6), R=-97(k)ad case 6), Q=77(load case 6).
P=-113(load case 6), 0=-21(load case 3)
Max GravA=118(load case 4). M=387(k)ad case 1), T=181(bad case 6), U=202(load case 7), V=196(bad case 1), W=198(koad case 7). X=189(load case 1), Y=222(bad case 7), S--201(load case 8). R---203(load case
1). 0=186(load case 8), P=222(load case 1), 0=85(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=2231160, B-C=-174/152, C-D=-130/146, D-E=-85/149, E-F=-78/190, F-G=-78/218, G-H=77/206, H-1=-79/148,1-J=-79/80, J•K=-81/55, K-L=-83159, L-M=-123/73, M-N=0/94
BOT CHORD A Y=33/214, X-Y=-33/214, W-X=-33/214, V-W=-33/214, U-V=-33/214, T-U=33/214, S-T=331214, R-S=-331214, Q-R=-33/214, P-Q=-32/212, O-P=-32/212, M-0=-32/212
WEBS G-T=-164/0, F-U=-174/94, E-V=169/108, D-W=169/103, C-X=-165/103, B-Y-179/112. HS=173/88, I-R=-174/113, J-0=163/99, K-P=176/113, L-0=116/55
NOTES
1) Unbalanced roof live bads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip D0L=1.33.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail"
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other We bads.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-M oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint A. 148 lb uplift at joint M, 77 lb uplift at joint U. 91 lb uplift at joint V, 87 lb uplift at joint W, 84 lb uplift at joint X.103 lb
uplift at joint Y, 71 lb uplift at joint S, 97 lb uplift at joint R. 77 tb uplift at joint 0.113 lb uplift at joint P and 21 tb uplift at joint 0.
8) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
rIB0-b9041-6 B2
BMC WEST (IDAHO FALLS). IDAHO FALLS, ID 83402
Truss Type
ROOFTRUSS
2-" 500
- - City
1 1
LJoberence (optional)_
6.200 s Feb 212005 MiTek Industries. Inc. Tue Sep 12 08.64AB 2006 Page 1
1043-0 14-04 19-0.0 - - - 24-M
5-" 4-0-0 5-0-0 5.0.0
s.e warm. sneo - + 6+!
W wni2oa
D E
10-"
1 D-0-0
PlateOffsets (X,YZ-[B:0-1-11.Ed9e],[D:0-3-0,0-2-3].[U-",0-1-9 ,IG:0-1-6,Edge],[H:o-4.0,0-3-0L
LOADING (psf)
SPACING 2-0-0
CSl
TCLL 35.0
Plates Increase 1.15
TC 0.42
TCDL 7.0
Lumber Increase 1.15
BC 0.44
BCLL 0.0
Rep Stress Incr YES
WB 0.31
BCDL 7.0
Code IRC2003JTP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) G=1144/0-5-8, B=1357/0-5-8
Max Harz B=239(load case 4)
Max UpliftG=-201(ioad case 6), B=326(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=-1672/276, C-D=-1311/229, D-E=-9941243, E-F=1325/241, F-G=1681/312
BOT CHORD B-1=-257/1277, H-1=-87/10D2, G-H=-18011321
WEBS C-1=-345/204, D-1=-621289, E-1=-201/182, E-H=76/315, F-H=-386/238
82
N
G w
wEt20 �
F
14-"
24.0-0
54
4-0-0
10-0-0
DEFL
in (too) 1/deft Ud
PLATES GRIP
Vert(LL)
-0.23 G-H >999 240
MI120 197/144
Vert(TL)
-0.49 G-H >582 180
Horz(TL)
0.05 G n/a nda
Weight: 99 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 543-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 1 D-0.0 oc bracing.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint G and 326 lb uplift at joint B.
6) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
f
Truss — -
609041.6 63 - ---
1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
.2.0.0 3-104
2-0-0 3-10.4
8 00' 12
Truss Type
1
ROOFTRUSS
+ 8-U -- - ! 6-114 . 12-M
4-1-12 0-114 3-0-12
ftxIO Mi116H =
3R4 WIN= 1.5R4 A41201 i
p E F
I
30 M020 i
�Nt tl
C
Qly Ply
16-"
4-0-0
00
1�
! Job Reference (optional)
6.200 s Feb 2121105 MiTek Industries, Inc. Tue Sep 12 08:54:49 2006 Pagel
_ 17-0-12+— - - 20-0-0 - 24-" i
1.0.12 2-11.4 4-0.0
Soh -144 3
SR/0 M020c
/J T 0
30 \µPH H
71
�—
- -
-
e,-
O
P O
N
M L
A . �� 5x14 �
3.414120 t 1
54 M0n
7R6 U120
4.4M120 - 3R4 M020
/
10R10 M120-
3-4 M020�1
I
R K S
3R4 MOM I i
3-104 8-0-0- 8-114+ 12-M + 1s-" }17-0-1 _ 20-a-0 +
3-104 4-1-12 0-114 3-0-12 4-0.0 1-0-12 2-114
Plate Offsets Y): [13:0-4-8,04-121, [C_071-12.0-lA, [G;0A-4,Ed�H:0-1-8,0-lA, V*1=12,0-1.A, [J:0-44,0-3-0). [W-4-0,0-4-81. [0:11=3-8,0-4-12 . [P:0-3-o,a2-121 --
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udell Ud
TCLL 35.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.16 N-0 >999 240
TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) .0.25 N-0 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(7L) 0.09 J n/a n/a
BCDL 7.0 Code IRC20031TPI2002 (Matrix)
LUMBER BRACING
24.0.0
4-0-0
PLATES
M1120
M1116H
Weight: 158 lb
TOP CHORD 2 X 4 SPF 1656F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc pudins.
BOT CHORD 2 X 6 DF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing.
WEBS 2 X 4 SPF Stud/Std'Excepr
W4 2 X 4 LSL Truss Grade, W8 2 X 4 LSL Truss Grade
WEDGE
Left: 2 X 6 DF 180OF 1.6E. Right: 2 X 4 LSL Truss Grade
T -
6.3 Mm"
GRIP
187/144
141/138
REACTIONS (Ib/size) J=2815/0-5-8, 8=312510-5-8
Max HorzB=196(bad case 4)
Max UpliftJ=1157(load case 6). B=-1115(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=M02, B-C=-4726/16D3, C-D=-4547/1659, D-E=-3903/1486, E-F=-3609/1353, F-G=-3609/1353, G-H=3535/1387. H-1=-3839/1487, IJ=-4332J1728
BOT CHORD B-Q=-1437/3796, P-0=1437/3796, O-P=-1443/3736, N-0=-1503/3900, M-N=-1125/2998, L-M=-1168/3122, L-R=1358/3481, K-R=-1358/3481, K-S=1358/3481, S-T=-1358/3481, J-T=-1358/3481
WEBS C-Q=-72/111. C-P=169/90, D-P=-042/1109, F-N=-297/145, G-N=-407/1135, G-M=-503/811, I-K=293/352, E-0=J32/659, D-0=-473/1075, E-N=-688/286. H-L=-434/644, H-M=-581/425, I-L=488/386
NOTES
1) Unbalanced roof We loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
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) All plates are MT20 plates unless otherwise indicated.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1157 lb uplift at joint J and 1115 lb uplift at joint B.
7) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced starxlard ANSVTPI 1.
8) Use USP HJC26 With 16d nails into Girder & 10d nails into Truss) or equivalent at 8-0-6 from the left end to connect truss(es) J2 (1 ply 2 X 4 SPF), K2 (1 ply 2 X 4 SPF) to front face of bottom chord.
9) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 17-0-12 from the left end to connect truss(es) Al (1 ply 2 X 4 SPF) to front face of bottom chord.
10) Fill all nail holes where hanger is in contact with lumber.
11) "Nailed" Indicates 3-1 Dd or 3-12d common wire toe -nails.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1520 Ib down and 570 lb up at 8-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
13) In the LOAD CASE(S) section, bads applied to the face of the Vuss are noted as front (F) or back (B).
LOAD CASE(S) Standard
f
f
Continued on page 2
Job Truss - -- - - Truss Type - - ----- chy Ply - — ; Q O
B09041-6 B3 ROOF TRUSS 1 1
!kb Reference (optional}_
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:64,49 2006 Page 2
LOAD CASES) Standard
1) Regular. Lumber Increase=1.15. Plate Increase=1.15
Uniform Loads (plt)
Vert: A-D=-84. D-G=-84, G- J=-84. B-J=-14
Corx:entrated Loads (lb)
Vert: P=-942(F) 0=1520(F) L=-445(F) R= 181(F) S=134(F) T=-216(F)
Job Tress
B09D41-6 C1
BMC WEST (IDAHO FALLS). IDAHO FALLS. ID 83402
Plate Offsets (X,Y): [A:0-3-8,07M, IC:0-3-8,0-2-8J,_[D:0-4-4J0-1-8]
LOADING (psf) SPACING 2-0-0
TCLL 35.0 Plates Increase 1.15
TCDL 7.0 Lumber Increase 1.15
BCLL 0.0 Rep Stress Infix NO
BCDL 7.0 Code IRC20031TPI2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 6 LSL Truss Grade
WEBS 2 X 4 SPF 165OF 1.5E
j Truss Type i Qty j Piy - 00 -
ROOFTRUSS 1
I
Job_ Ref_e_renm (optional --
6200 s Feb 212005 MiTek Industries. Inc. Tue Sep 12 08:54:49 2006 Page 1
f— - 5-" - -- —i --
5-6-0
6a6 Mao i
e
Stia Mato 4 &4 MR20:
5-" 11-0-0
5-0.0 5-6-0
CSI - DEFL in (too) !ldefl L/d PLATES GRIP
TC 0.44 Vert(LL) -0.09 C-D >999 240 M1120 187/144
BC 0.63 Vert(TL) -0.15 C-D >838 180
WB 0.42 Hwz(TL) 0.02 C rVa nfa
l (Matrix) i - - - — Weight: 95 lb -
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size) A=568210-5-8, C=493210-5-8
Max HorzA-11goad case 3)
Max UpiiftA=1172(bad case 5), C=1059(load case 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=-512011113, B-C=-5115/1111
BOT CHORD A-E=-876/4176, E-F=-876/4176, D-F=-87(i14176, D-G=-87614176, G-H=-876/4176, H-1=-876/4176, C-1=-876/4176
WEBS B-D=-107315121
NOTES
1) 2-ply truss to be connected together with 0.131 "x3' Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc.
Webs connected as follows: 2 X 4 -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 bads noted as (F) or (8). unless otherwise
indicated.
3) Unbalanced roof live bads have been considered for this design.
4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1172 lb uplift at joint A and 1059 lb uplift at joint C.
7) This truss is designed In accordance with the 2003 Intematbnal Residential Code sections R502.11.1 and R802.10.2 and referenoed standard ANSVTPI 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1602 lb down and 305 lb up at 0-2-12,1596 Ib down and 334 lb up at 2-0-12,1596 lb down and 349 lb up at 4.0-12,1596 lb
down and 361 fib up at 6-0-12, and 1596 lb down and 345 lb up at 8-0-12, and 1596 lb down and 345 lb up at 10-0-12 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (p#)
Vert: A-B=-84, B-C=-84. A-C=14
Stab -129S
3
Continued on page 2
009041-6
ROOF TRUSS
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: A=-1602(B) E=-1596(B) F=-1596(B) G-1596(B) H=-1596(B) E=1596(B)
4tY Pty quo-
1
�_ 2 dab Reference (optional
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54*49 2006 Page 2
Job - Truss Truss Type - - - - Qty ply0 0 - - --
lB09041-6 C1GE ROOF TRUSS 1 1
-- -- _ _ _ _1-- __ Job R_etgrence (optional _
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek industries, Inc. Tue Sep 12 08:54:49 2006 Page 1
-2-0-0 5.6.0-- 11-0-0 } 134W
2-0-0 2-0-0
Sca! a 1:333
4M MM-
E
d
A
f
VI-"
-
11-0-0
Plate Otfsets ( M: 9*473 0�-1-2]. IH:0-8-3,0-1-21
-
-
-
-
-
-- - --
LOADING (psf)
SPACING
2-0-0
CSI
DEFL In
(!oc) tldefl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.34
Vert(LL) -0.06
1 n1r 120 M1120 1971144
TCDL 7.0
Lumberincrease
1.15
BC 0.16
Vert(TL) -0.07
1 n/r 120
BCLL 0.0 i
Rep Stress Incr
YES
WB 0.06
Horz(TL) 0.00
H n/a rda
BCDL 7.0
Code IRC2003/TPI2002
(Matrix)
Weight: 44 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-M oc purtins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 6=393111-0-0, H=393111-0-0, L=148/11-0-0, M=232/11-0-0, N=15/11-", K=232111-0 . J=15/11-"
Max HorzB=123(load case 3)
Max UpliftB=203(toad case 5). H=-227(load case 6). M=-116(load case 5), N=-4(load case 4). 0-114(load case 6). J=4(load case 3)
Max GravB=393(bad case 1), H=393(load case 1), L=148(load case 1), M=239(load case 7), N=72(load case 3). K=239(load case 8), J=72(load case 4)
FORCES (lb) - Maximum Compresston/Maximum Tension
TOP CHORD A-113=0194, B-C=-95/87, C-D=-67177. D-E=-761113, E-F=-761102, F-G=-67/38, G-H=95/44, H-1=0194
BOT CHORD B-N=-7/125, M-N=-7/125, L-M=7/125, K-L=-7/125, J-K=-7/125, H-1=-7/125
WEBS E-L=13010, D-M=-1931117, C-N=-79141, F-K=-193/116, G-J=-79141
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf. BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wend loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail"
4) This truss has been designed for a 10.0 psf bottom chord live bad noncom arent with any other live loads.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint B, 227 lb uplift at pint H. 116 lb uplift at joint M, 4 lb uplift at pint N.114 lb uplift at joint K and 4 lb uplift at joint J.
8) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job - — Truss
B09041-6 D1
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Tress Type city Ply 0 0
ROOF TRUSS 1
— - _ Z Job Reference (optional) _ — _
6.200 s Feb 21 2005 NTek Industries, Inc. Tue Sep 12 08:54:50 2006 Page 1
4-1-8 — - F 8.3-0 +- 10.9-0 - 14.10.8 — 19.0-0 21-0-0 -
4-1-8 4-1-0 2-" 4-1.8 4-1.8 240.0
OXs M112W.
r.s U320o
c U
lA
VX L M
sXs ►cna �
K N O
as veto
P J R I S M
4:4 ►trzo- n-+e w2o- n,s Lk02o 54 LCt2Q11
4-1-8
i 8.3-0
i 10-9-0 i 14-10-8 + 19.0-0
4-1.8
4-1.8
2-641 4-1.8 4-1-8
Plate Offsets (X,Y): AI .0-3-8,0-2-81, 18:0-140-2-01. [C:0�-0_0-1-9j, LD.04-0,0-1-9], [E:0-1-12,0-1.8], [F:0 3 8L0-2-81,[H:0-4-0.0.4-8],_11.0-9-0,0-3-12 , [J.0-1-8,0-1-14
LOADING (psf)
SPACING 2-0-0 !
CSI
DEFL In (loc) Well Ud PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.32
Vert(LL) -0.09 J-K >999 240
M1120 187/144
TCDL 7.0
Lumber Increase 1.15
BC 0.50
Vert(TL) -0.15 J-K >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.64
Horz(TL) 0.05 F n/a n/a
BCDL 7.0
Code IRC20031TPI2002
(Matrix)
Weight: 251 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins.
BOT CHORD 2 X 6 OF 180OF 1.6E
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std 'Except'
W21.5 X 11-718 LSL Truss Grade
REACTIONS (Ibisize) A=5234/0-5-8, F=3372/0-5-8
Max HorzA=201(load case 3)
Max UpliftA=1448(load case 5), F=1109(load case 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=7009/1990, B-C=-4931/1550, C-D=-4174/1422, D-E=486111590, E-F=521811603, F-G=01102
BOT CHORD A-L=-1649/5709, L-M=-164915709, K-M=-164915709, K-N=-1649/5709, N-O=-164915709, O-P=1649/5709, J-P=164915709, J-Q=-122414073, Q-R=1224/4073,1-R=-1224/4073, IS=124914198, H-S=-1249/4198,
F-H=124914198
WEBS B-K=-427/1991, BJ=-20121555, C-J=-567/2137, C-1-354/437, D-1=447/2407, E-1=-286/130, E-H=-121185
NOTES
1) 2-ply truss to be connected together with 0.131 "x3' Nails as follows:
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc.
Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 1.5 X 11.88 - 2 rows at 0-9.0 oc.
2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) 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 We loads have been considered for this design.
4) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; lumber DOL=1.33 plate grip DOL=1.33.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other We loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1448 lb uplift at joint A and 1109 lb uplift at joint F.
8) This taus is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
9) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0.0 oc max. starting at 4-114 from the left end to 8-114 to connect truss(es) Al2 (1 ply 2 X 4 SPF) to front face of bottom
chord.
10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-5.4 oc max. starting at 8-0-12 from the left end to 10.11-4 to connect truss(es) J3D (1 ply 2 X 4 SPF) to back face of bottom
chord.
11) Fill all nail holes where hanger is In contact with lumber.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated lcad(s)1088 lb down and 276 lb up at 0-11.4, and 1123 lb down and 271 lb up at 2-11-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
Continued on page 2
Sue. -1:u.s
c
c
Job — - - LDI
s -- - Truss Type QtY Ply 00
808041-6 ROOFTRUSS 1
2 Job Referenda (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:50 2006 Page 2
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.15. Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-D=484, D-G=-84, A-F=-14
Concentrated Loads (lb)
Vert: L=-1088(F) M=-1123(F) N=-623(F) 0=-634(F) P=-307(B) 0=-654(F) R=-307(B) 5-1858(F=1551, B=307)
a
-
609041-6 E1
SMC WEST (IDAHO FALLS). IDAF{0 FALLS, ID 83402
Truss Type - Oty,
ROOF TRUSS 112
2.0.0 8-M
- pii
1
Job Reference (optional)_ _
6.2DO s Feb 212005 NGTek Industries, Inc. Tue Sep 1208:54:50 2006 Page 1
I
1SA Mao
c
I
�IROI
Il-0-0
*** Design Problems''"'""`
REVIEW REQUIRED
Max Deflection In Panel Exceeded: B-C
Max Vertical Deflection Exceeded In Span: A-B
LOADING (psf)
SPACING
2-0-0
f
CSI
DEFL in (loc) lldefl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.90
Vert(LL) -0.19
B-D >484 240 M1120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.43
Vert(TL) 0.56
A >49 120
BCLL 0.0
Rep Stress Incr
YES
WB 0.18
Horz(TL) 0.00
n/a n/a
BCDL 7.0
Code IRC2003/TP12002
(Matrix)
Weigh: 29Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purllns.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF StudlStd
REACTIONS (lb/size) B=597/0-5-8, D=344/Mechanical
Max HorzB=298(load case 5)
Max UpliftB=-158(load case 5), D=-147(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-6=0197, B-C=199/129
BOT CHORD B-D=0/0
WEBS C-D=-291/179
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II: Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber D0L=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint B and 147 lb uplift at joint D.
5) This truss Is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI I.
LOAD CASE(S) Standard
Guw - 1:422
Job - Truss - - — — — Truss Type -- — -- Q1y Ply 00
608041.6 J1 ROOF TRUSS 12 1
_-- — _ —_-- _ Job_ Reference (optional)
BMC WEST (iDAHO FALLS), IDAHO FALLS, l0 83402 6.200 s Feb 21 2005 MiTek Industries, Inc. Tue Sep 12 08:54:50 2006 Pagel
2-"
soft - 1*422
� 5�s uopo
8-0-0
8-0-0
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) !ldefl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.62
Vert(LL) -0.19
B-D >484 240 M1120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.43
Vert(TL) -0.39
B-D >236 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) 0.00
n/a nla
BCDL 7.0
Code IRC2003/TPI2002
(Matrix)
Weight: 29lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 240OF 2.0E
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlirns, except end verticals.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
WEBS 2 X 4 SPF Stud/Std
REACTIONS (Ib/size) D=344/Mechanical, B=597/0-5-8
Max Horz B=298(l)ad case 5)
Max UpliftD=-147(load case 5), B=-158(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=199/129, C-D=-291/179
BOT CHORD B-D=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable and zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcuurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint D and 158 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
iJob Truss -
B08041-6 J1A
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Truss Type
ROOFTRUSS
2-0.0
i .
D
A
314 W120
Y 00 - —
1
Job Reference (optional) -
6.200 s Feb 212005 MiTek industries, Inc. Tee Sep 12 08:54:512006 Page 1
SoY • 1208
5-11-11
5-11-11
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) Well Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.42
Vert(LL) -0.06
B-D >999 240 MI120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.24
Vert(TL) -0.12
B-D >561 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) -0.00
C nla n1a
BCDL 7.0
Code IRC2003/TPI2002
(Matrix)
Weight: 18 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 5-11-11 oc pudins.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (Ibfsize) C=191/Mechanical, 6=50610-5-8, D=40/Mechanical
Max Horz8=240(bad case 5)
Max UptiftC=115(bad case 5). B-160(load case 5)
Max GravC=191(load case 1),13=506(bad case 1), D=97(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=-157/83
BOT CHORD B-D=0/0
NOTES
1) Wind: ASCE 7-98; 90mph: h=25ft; TCDL=4.2psf; BCDL=4.2pst Category II; Exp C: enclosed; MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
2) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint C and 160 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job -Truss - - Truss Type - -
B00041-6 JIB ROOF TRUSS
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
-2-0-0
2-0-0
A
ay - fly i00 -
4 1
-Job Reference oQtional)----- -
--- -- - -- -
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:51 2006 Page 1
3-11-11
3.11-11
sw*-+2a
3-11-11
3-11-11
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.42
Vert(LL) -0.01 B-D >999 240
MI120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.10
Vert(TL) -0.02 B-D >999 180
BCLL 0.0
Rep Stress Incr
YES I
WB 0.00
Horz(TQ -0.00 C nla nla
BCDL 7.0
Code IRC2003/TP12002
(Matrix)
Weight: 13lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purtins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Iblsize) C=841Mechanical, 6=43W5-8, 13=261Mechanical
Max HorzB=184(load case 5)
Max UpliftC=44(load case 5). B=172(load case 5)
Max GravC=84(load case 1), B=431(load case 1), D=63(load case 2)
FORCES (Ib) - Maximum CompresslonlMaximum Tension
TOP CHORD A-B=0197, B-C=-124/32
BOT CHORD B-D==
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint C and 172 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASES) Standard
t
3
Job Truss Truss Type - :: Qty Ply 0 0
B09041-6 - J1C ROOFTRUSS �4 1
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTsk Industries, Inc. Tue Sep 12 08:54:512006 Page 1
-2-" { 1-11-11
2-" 1-11-11
A
i
1-11-11
--
-
- - - ---
-
LOADING (psf)
SPACING
24)-0
CSI
DEFIL in
(loc) Vdefl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.36
Vert(LL) -0.00
B >999 240 MI �
TCDL 7.0
Lumber Increase
1.15
BC 0.03
Vert(TL) -0.00
B-D >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Hom(TL) -0.00
C rda rVa
BCDL 7.0
Code IRC20DYTP12002
(Matrix)
Weight: 8lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 1-11-11 oc purtins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (Iblsize) B=372/0-5.8. D=13/Mechanical, C=221Mechanixal
Max Herz B=134(load case 5)
Max UpitftB=197(load case 5), C=-22(load case 1)
Max GravB=372(bad case 1). D=33(load case 2), C=37(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-13=0/95, B-C=104120
BOT CHORD B-D=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chard live bad nonconcurrent with any other live loads.
3) Refer to gErder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint B and 22 lb uplift at joint C.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
SCA* - 1:15 8
3
E
Job (Truss - -
B09041-6 J2
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
LOADING (psQ
TCLL 35.0
TCDL 7.0
BCLL 0.0
BCDL 7.0
LUMBER
TOP CHORD 2 X 4 SPF 240OF 2.0E
SOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
SPACING 2.0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TP12002
REACTIONS (lb/size) D=344/Mechanical, 8=597/0-5-8
Max HorzB=298(load case 5)
Max UpliftD=-147(load case 5). B=-158(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=199/129, C-D=291/179
BOT CHORD B-0=0/0
-- Truss Type --
iROOFTRUSS
- i -
2-0-0
CSI
TC 0.62
BC 0.43
WB 0.00
(Matrix)
1
6-0-0
Ply 0 0 -
1
1 Job RefeLenoe (optional)
6.200 s Feb 212005 MBTek Industries, Inc. Tue Sep 12 08:54:51 2006 Page 1
'1
zt20
8.0.0
DEFL in (loc) l/defl Ud PLATES GRIP
Vert(LL) -0.19 B-D >484 240 M1120 197/144
Vert(TL) -0.39 B-0 >236 180
Horz(TL) 0.00 n/a n/a
Weight: 29 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live toads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 0 and 158 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASES) Standard
sob • 1,42 2
3
t
Job Truss Truss Type
B09041-6 J2A `ROOF TRUSS
-- - -- 1 -
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
- Qty Ply
2 1
Job Raferenoa (optional)
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:51 2006 Page 1
5-11-11
5.11-11
Scab - IM 8
A
f
5-11-11
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) Ifdefl Ud PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.42
Vert(LL) -0.06
B-D >999 240 M1120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.24
Vert(TL) -0.12
B-D >561 180
BCLL 0.0
Rep Stress Ina
YES
WB 0.00
Horz(TL) -0.00
C n/a rba
BCDL 7.0
Code IRC2003/rP12002
(Matrix)
Weight: 18lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 5-11-11 oc pudins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) C=191/Mechanical, B=506/0-5-8, D=401Mechanical
Max HorzB=240(load case 5)
Max UpliftC=-115(load case 5), B=-160(load case 5)
Max GravC=191(load case 1). B=506(load case 1), D=97(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-6=0/97, B-C=-157/83
BOT CHORD B-D=010
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint C and 160 Ib uplift at joint B.
5) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job -1 Truss
so9oa, s fJ2B
BMC WEST ((DAHO FALLS), IDAHO FALLS, ID 83402
Truss Type
ROOF TRUSS
A
- Qty Ply 00 -- - - -
2 1 I Job Reference (optional) _ l
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:512006 Page 1
F -2-M _ - - -} 3.11-11 —
2-0-0 3.11-11
LOADING (psf)
SPACING 2-0-0
CSI
TCLL 35.0
Plates Increase 1.15
TC 0.42
TCOL 7.0
Lumber Increase 1.15
BC 0.10
BCLL 0.0
Rep Stress Incr YES
WB 0.00
BCDL 7.0
Code IRC2003/TPI2002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) C=841Mechanical, B= 431/0-5-8, D=261Mechanical
Max Horz B=184(load case 5)
Max UpldC=-44(load case 5). 6=172(load case 5)
Max GravC=84(load case 1), B=431(load case 1). D=63(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=124/32
BOT CHORD B-D=0/0
3-11-11
DEFL In (loc) Well Ud PLATES GRIP
Vert(LL) -0.01 B-D >999 240 M1120 197/144
Vert(TL) -0.02 B-D >999 180
Horz(TL) -0.00 C Ma n/a
Weight:13 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph, h=25f1; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint C and 172 lb uplift at joint B.
5) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Sole - 122A
3
Job - - — !Truss -
E109041-6 J2C
BMC WEST (IDAHO FALLS). IDAHO FALLS, ID &UO2
1 Truss Type - raly - ply - 0 0
ROOF TRUSS 2 1
1 Job Reference (optional)
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:52 2006 Page 1
2-0-0 1-11.11 C
Sob-11S&
LOADING (psQ
TCLL 35.0
TCDL 7.0
BCLL 0.0
BCDL 7.0
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
A
SPACING
2-M
CSI
Plates Increase
1.15
TC 0.36
Lumber Increase
1.15
BC 0.03
Rep Stress Incr
YES
WB 0.00
Code IRC20031TP12002 --
1 (Matrix) -
REACTIONS (lb/size) B=37210-5-8, D=13/Mechanical, C=-221Mechanical
Max Hors B=134(load case 5)
Max UptiftB=-197(load case 5). C-22(k)ad case 1)
Max GravB=372(load case 1), 0=33(load case 2), C=37(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-8=0195, B-C=104/20
BOT CHORD B-D=010
1-11-11
DEFL in (loc) Vdefl Ud PLATES GRIP
Vert(LL) -0.00 B >999 240 M1120 1971144
Vert(TL) -0.00 B-D >999 180
Horz(TL) -0.00 C rr/a n/a
- - -- Weight: 8lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 1 D-M oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf: Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads.
3) Refer to girder(s) for truss to buss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint B and 22 lb uplift at joint C.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
LOAD CASE(S) Standard
Job Truss
B09041.6 J2D
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Plate Offsets (X,1n:[B.0-1-0,0-1-12],[0:0-1-12,0-2q._[E:0-3-8.0-1-8)
LOADING (pso SPACING 2-M
TCLL 35.0 Plates Increase 1.15
TCDL 7.0 Lumber Increase 1.15
BCLL 0.0 Rep Stress Incr NO
BCDL 7.0 Code IRC20031TPI2002
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 DF 18WF 1.6E
WEBS 2 X 4 SPF Stud/Std
Truss Type
ROOFTRUSS
REACTIONS (Ib/size) A=1249/0-5-0, D=1572/Mechanical
Max HorzA=217(load case 5)
Max UpliftA=-302(load case 5), D=-553(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=1440/302, B-C=-109/52, C-D=127/76
BOT CHORD A-F=-413/1138, F-G=413N138, E-G=-413/1138, E-H=-413/1138, D-H=-41311138
WEBS 8-E=-326/1181, B-D=-1379/500
y]N
O
CSI
TC 0.30
BC 0.43
WB 0.71
(Matrix)
- - �Qty `Piy o o
1 I 1
1 -- Job Reference_ -(optional) - _
6.200 s Feb 212005 IATek industries, Inc. Tue Sep 12 08:54:52 2006 Page 1
4-0-0 8-0.0
4-0-0 4-0-0
1.5.4 164120', i
r
4-"
4-0-0 4-0-0
DEFL In (loc) Vdefl Ud
Vert(LL) -0.03 A-E >999 240
Vert(TL) -0.04 A-E >999 180
Horz(TL) 0.01 D n/a n/a
PLATES GRIP
M1120 197/144
Weight: 41 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL= 4.2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint A and 553 lb uplift at pint D.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
6) Use Simpson Strong-Tte LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-3-8 oc max. starting at 1-6.12 from the left end to 7-104 to connect truss(es) E1 (1 ply 2 X 4 SPF) to front face of bottom
chord.
7) Fill ail nail holes where hanger is in contact with lumber.
8) to the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate increase= 1. 15
Uniform Loads (pit)
Vert: A-C=-84, A-D=-14
Concentrated Loads (lb)
Vert: D=518(F) F=518(F) G=518(F) H=518(F)
Scale - 133 6
E
Job Truss Truss Type city ply 00
609041-6 J3 ROOF TRUSS 1 1
Jot
s
f -2-0-0 4-1-8 8-3-0
2-0.0 4-1.8 4-1-8
1.5x4 M1120
n
Scab - 1:43.2
3.4 M020
E
M020=
A
8-3-
W
8-3-0
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(!oc) !!dell Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.42
Vert(LL) -0.22
B-E >439 240
MI120 1971144
TCDL 7.0
Lumber Increase
1.15
BC 0.46
Vert(TL) -0.44
B-E >214 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.15
Horz(TL) 0.00
E rVa Na
BCDL 7.0 l
Code IRC20031TPI2002
(Matrix)
1
Weight: 35 !b
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) E=357/Mechanical, B=608/0-5-8
Max HarzB=305(load case 5)
Max UpliftE=-153(load case 5), B=158(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=-401/0, C-D=-110/62, D-E=-147193
BOT CHORD 8-E=-1421236
WEBS C-E=-2821170
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever !eft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord five toad nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint E and 158 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job - Truss
B09041-6 J3A
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Truss Type
ROOFTRUSS
2-0-0
- 'Ov
4
5-11-11_
5-11-11
Ply
1
Job Reference (optional
6.200 s Feb 212005 MITek Industries, Inc. Tue Sep 12 08:54:52 2006 Page 1
Scab • 1:28.8
A
LOADING (psf)
SPACING
2-0-0
TCLL
35.0
Plates Increase
1.15
TCDL
7.0
Lumber Increase
1.15
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code IRC2003rrPI2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (Iblsize) C=191/Mechanical, B=506/0-5-8, D=40/Mechanical
Max HorzB=240(load case 5)
Max UpliftC=-115(load case 5), B=-160(load case 5)
Max GravC=191(load case 1). B=506(load case 1), 0=97(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A41---W7, B-C=-157/83
BOT CHORD B-D=0/0
5-11-11
541-11
CSI DEFL in (loc) l/defl Ud PLATES GRIP
TC 0.42 Vert(LL) -0.06 B-0 >999 240 MI120 197/144
BC 0.24 Vert(TL) -0.12 B-D >561 180
WB 0.00 Horz(n) -0.00 C Na n/a
(Matrix) Weight: 18 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purtins.
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechantcst connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint C and 160 lb uplift at joint B.
5) This tniss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASES) Standard
Job Truss
B09041-6 J36
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Truss Type - Qry i Ply ' 0 0
ROOF TRUSS 4 1 -- ---
Job Reference faptlonal)_
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:52 2006 Page 1
-2-0-0 } 3.11.11
2-M 3-11-11
Sw* - +s2A
3
A
LOADING (psf)
SPACING
2-0-0
TCLL
35.0
Plates Increase
1.15
TCDL
7.0
Lumber Increase
1.15
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code IRC20031TPI2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) C=84/Mechanical, B=431/0-5-8, D=26/Mechanicat
Max Horz B=1 84(load case 5)
Max UpliftC=-44(load case 5), 8-172(load case 5)
Max GravC=84(l)ad case 1). B=431(load case 1), D=63(load case 2)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A-13=0/97, B-C=-124/32
BOT CHORD B-D--0/0
3-11-11 _
CSI - - DEFL in (loc) Vdefl Ud PLATES GRIP -
TC 0.42 Vert(LL) -0.01 B-D >999 240 MI120 197/144
BC 0.10 Vert(TL) -0.02 B-D >999 180
WB 0.00 Horz(TL) -0.00 C n/a We
(Matrix) Weight:13 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purtins.
130T CHORD Rigid ceiling directly applied or 104)-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2pst BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint C and 172 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Truss
B09041.6 J3C
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 8NO2
Truss Type
ROOFTRUSS
2-e-e
— City Ply 00
4 1
Job Reference -Caption L-_ _
6.200 s Feb 212005 MITek Industries, Inc. Tue Sep 12 08:54:52 2006 Page 1
1-11-11 c
Scot -1,15e
0
A
14"1
LOADING (psf)
SPACING
2-0-0
CSI
DEFL In
(loc) tldefl Ud
PLATES GRIP
TCLL 35.0
I
Plates Increase
1.15
TC 0.36
Vert(LL) -0.00
B >999 240
M1120 197/144
TCDL 7.0
Lumber Increase
1.15
BC 0.03
Vert(TL) -0.00
B-D >999 180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) -0.00
C rba n/a
BCDL 7.0
Code IRC2003IrP12002
(Matrix)
Weight: 8lb
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E
TOP CHORD
Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) B=372/0-5-8, D=13/Mechanical, C=22lMechanical
Max HorzB=134(load case 5)
Max UpliftB=-197(load case 5), C=-22(load case 1)
Max GravB=372(load case 1), D=33(load case 2), C=37(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-13=0/95, B-C-104/20
BOT CHORD B-D=0/0
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girders) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint B and 22 lb uplift at joint C.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
Job Tnrss Truss Type
1309041-0 413 IROOFTRUSS
BMC WEST (IDAHO FALLS), IDAHO FALLS. ID 83402
LOADING (psQ
SPACING
2-M
TCLL
35.0
Plates Increase
1.15
TCDL
7.0
Lumber Increase
1.15
BCLL
0.0
Rep Stress Incr
YES
BCDL
7.0
Code IRC20031TP12002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
REACTIONS (lb/size) E=357/Mechanical, B=60810.5-8
Max Horz6=305(load case 5)
Max UpIRE=-153(load case 5), B=-158(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/97, B-C=-401f0, C-D=110/62, D-E=-147/93
BOT CHORD 8-E=1421236
WEBS C-E=-282/170
--70ty Pry I 00 - -
2 1
Job Referersce (optional)
6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:53 2006 Page 1
- -2-0-0 } 4-1-8 } 8.3-0 -
24).0 4-1-8 4-1.8
1 Sri L400
0
f 83_0
83-0
CSI DEFL in (loc) !ldefl Ud PLATES GRIP
TC 0.42 Vert(LL) -0.22 B-E >439 240 MI120 197/144
BC 0.46 Vert(TL) -0.44 B-E >214 180
WS 0.15 Horz(TL) 0.00 E n/a rla
(Matrix) - Weight: 35lb -
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL= 4.2psf, BCDL=4.2psf. Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint E and 158 lb uplift at joint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/ TPI 1.
LOAD CASE(S) Standard
Sob - 1:43.2
3-
Job i Truss Truss Type - - � I Ply 10 0 -
B09041.6 ! K1 ROOF TRUSS 2 1
i Job Reference (optional
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6.200 s Feb 212005 MiTek Industries, Inc. Tue Sep 12 08:54:53 2006 Page 1
Plate offsets _(X,Y): [8:0-1-2,Edge],[C:0-3-0,0-3-0jL D[ •0-3-10,0-01
LOADING (psf)
SPACING
2-0-0
TCLL 35.0
Plates Increase
1.15
TCDL 7.0
Lumber Increase
1.15
BCLL 0.0
Rep Stress Incr
NO
BCDL 7.0
Code IRC20031TPI2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF ShWStd'Except'
Wt 2 X 4 SPF 165OF 1.5E
-2 8-15 i 6-7-14 - - 11-3-12
2-9-15 5-7-14 5-7-14
0
0
5.7-14 11.342
5 7-14 5.7-14
CSt - DEFL In (toe) Well L/d _ PLATES GRIP
TC 0.92 Vert(LL) -0.05 E-F >999 240 M1120 1971144
BC 0.38 Vert(TL) -0.11 E-F >999 180
WB 0.64 Horz(TL) 0.01 E rda n/a
(Matrix) - } - Weight: 46lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (lb/size) E=6841Mechanical, B=91210-8-8
Max HorzB=298(load case 5)
Max UpliftE=282(load case 5), B=280(load case 5)
FORCES (lb) - Maximum CompresstonfMaximum Tension
TOP CHORD A-13=0/103, B-G=-866/140, C-G=-0821159, C-H=-210148, D-H-56/64, D-E=286/184
BOT CHORD B-1-235/681, F-1=-235/681, F-J=-2371679, E-J=-237/679
WEBS C-F=01324, C-E=-6891233
NOTES
1) Wind: ASCE 7-98; 90mph; h4fif ; TCDL=4.2psf; BCDL=4.2psf, Category 11; Exp C; enclosed; MWFRS gable end zone-, cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint E and 280 lb uplift at joint S.
5) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) *Nailed" indicates 3-10d or 2-12d common wire toe -nails.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 105 lb up at 8.6-2, and 94 lb dawn and 105 lb up at B-6-2 on top chord. The designtselection of such connection
devices) Is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (ptl)
Vert: A-D=-84, B-E=14
Concentrated Loads (lb)
Vert: C=O(F=O, B=O) F-24(F-12, B=-12) H=-189(F=-94, 8-94) I=1(F=1, 13=1) J=-52(F=-26, B=26)
solo - 1,40 0
E
Job - Truss
B09041-6 K2
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Plate offsets_(X,Y): [B:0-141Edge], (c:0-3.0,0-3-0 . .0-3-1_0,0-0-0
- - - --
LOADING (psf) SPACING 2-0-0
TCLL 35.0 Plates Increase 1.15
TCDL 7.0 Lumber Increase 1.15
BCLL 0.0 Rep Stress Incr NO
BCDL 7.0 1 Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
W12 X 4 SPF 1650F 1.5E
Tntss Type -_ -- I Oh' 0 - - -- -
i
ROOF TRUSS I 1 1 I
— Job Reference _toptional - --
- 6200 s Feb 212005 NTek industries. Inc. Tue Sep 12 08:54:53 2006 Page 1
- 2-9-15 i 5-7-14 — t - 11-3-12 -
2-9-15 5.7.14 5.7-14
US MUM i i
D
- - 5-7.14
5-7-14
— CSI -
TC 0.92
BC 0.38
WB 0.54
(Matrix)
REACTIONS (lb/size) E=684/Mechanical, B=912/D-8-8
Max Horz6=298(load case 5)
Max UpliftE=-282(load case 5), B=-280(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B--W103. B-G=-0661140, C-G=-6821159. C-H=-210148, D-H=56/64. D-E=2861184
BOT CHORD B-1=-235/681, F-1=-235/681, F-J=-237/679, E-J=237/679
WEBS C-F=0/324, C-E=-089/233
0
113-12
5-7-14
DEFL - in (loc) Vdefl Ud PLATES GRIP
Vert(LL) -0.05 E-F >999 240 M1120 197/144
Vert(T'L) -0.11 E-F >999 180
Horz(TL) 0.01 E n/a n/a
Weight: 461b
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-9& 90mph; h=25ft; TCDL= 4.2psf, BCDL=4.2psf, Category 11, Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for buss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint E and 280 lb uplift at joint B.
5) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6) "Nailed" indicates 3-10d or 2-12d common wire toe -nails.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 Ib down and 105 lb up at 8.6-2, and 94 lb dawn and 105 lb up at 8-6-2 on top chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, B-E=14
Concentrated Loads (lb)
Vert: C=O(F=O, B=O) F=24(F=12, 8=-12) H=189(F=-94, B=-94)1=1(F=1, B=1) J=-52(F=-26, B--26)
swb"+:w.a
f
„Job - - This Truss Type 1Qty - Ply -0 U - - - -- - -
8�3041.6 K3 ROOF TRUSS
- 2- 1 Job Reference o tional) -
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 - - - - -- P - _ 9
6.200 sFeb 212005 MiTek Industries, Inc. TuD Se 12 08:54:54 2006 Page 1
2 915 5414 - 114-8
2-9-15 5-8.4 5.84
Sok • 1:�0.6
7z10 MIIt[iH
D
3
A
"4 i
114-8
5.84
5-8.4
Plate Offsets (X,1): [B:0-1-2,E _] -
dge , (C :0-3-0,0-3-0]. [D:0-
- -
-
- --
LOADING (psf)
SPACING 2-0-0
CSI
DEFL In
(toe) Udell Ud
PLATES GRIP
TCLL 35.0
Plates Increase 1.15
TC 0.92
Vert(LL) -0.05
E-F >999 240
M1120 197/144
TCDL 7.0
Lumber Increase 1.15
BC 0.38
Vert(TL) -0.11
E-F >999 180
M1118H 1411138
BCLL 0.0
Rep Stress Incr NO
WB 0.55
Hcrz(TL) 0.01
E n/a n/a
BCDL 7.0
Code IRC2003ITPl2002
(Matrix)
Weight: 46 lb
LUMBER -
-
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals.
BOT CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD
Rigid ceiling directly applied or 10-” oc bracing.
WEBS 2 X 4 SPF Stud/Std 'Except-
W12 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) E=686/0-5-8, B=91610-8-8
Max HorzB=299(load case 5)
Max UpliftE=-282(load case 5), B=-280(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A-B=0/103, B-G=-875/142, C-G=-689/162, C-H=-212149, D-H=-56f64, D-E=-285/183
BOT CHORD B-1=-238/688, F-1=-238/688, F-J=-240/686, Eti1=240/686
WEBS C-F=0/327, C-E=-097/237
NOTES
1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL= 4.2psf,, BCDL=4.2psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) All plates are MT20 plates unless otherwise indicated.
4) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 282 lb uplift at joint E and 280 lb uplift at pint B.
5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1.
6)'Nailed* indicates 3-10d or 2-12d common wire toe -nails.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 105 lb up at 8-6-2, and 94 lb dawn and 105 lb up at 8-6-2 on top chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Regular. Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (ptf)
Vert: A-D=-84, B-E=14
Concentrated Loads (lb)
Vert: C=O(F=O, B=O) F=24(F=-lZ B=-12) H=-189(F=94, B=-94)1=1(F=1, 8=1) J=52(F=-26, B=26)
c
Job jTruss Truss Type
609041-6 P801 ROOF TRUSS
L -- - - -
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
Plate Offsets (X,Y): IC:0-2-a,a�. (D:0-2-a,0-2-a]
LOADING (psf)
SPACING
2-0-0
TCLL 35.0
Plates Increase
1.15
TCDL 7.0
Lumber Increase
1.15
BCLL 0.0
Rep Stress Incr
YES
BCDL 7.0
Code IRC2003/TPl2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std
2-0S
2-"
f CSI
TC 0.05
BC 0.02
WB 0.02
(Mate)
REACTIONS (lb/size) B=144/4-7-0, E=144/4-7-0, H=12014-7-0, G=12014-7-0
Max Horz B=-41(load case 3)
Max UpliftB=-53(load case 6), E=-61(load case 6), H=-29(load case 4), G=49(load case 3)
Max GravB=144(load case 1), E=144(load case 1), H=121(load case 7), G=121(load case 8)
FORCES (11b) - Maximum CompressionlMaximum Tension
TOP CHORD A-B=0/20, B-C=-69/32, C-D=7/37, D-E=-69/23, E-F=0/20
BOT CHORD B-H=-1 l/30, G-H=-6131,E-G=-6/28
WEBS C-H=-101/42, D-G=-101/32
2
1.0-0
Oat 4CtR0-
4a4 UIRO-
c
D
Ply 0 0
1
Job Reference o tfona_1_
-� - 6.200 s Feb 212005 MiTek tndustrles, Inc. Tue Sep 12 08:54:54 2006 Pagel
6.0-10- - —�
2-S
Sc* • 1:US
I Sao Lam ISa4 NOW 324 L412D
6_-0.10
5-3-13
-- - DEFL In (loc) tldefl Ud i PLATES GRIP
Vert(LL) 0.00 F n/r 120 M1120 1971144
Ved(TL) 0.00 F rdr 120
I Horz(TL) 0.00 E rda n1a- - -
Weighl:l6 [b
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=4.2psf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads.
5) Gable requires continuous bottom chord bearing.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint B. 61 lb uplift at joint E, 29 lb uplift at joint H and 19 lb uplift at joint G.
7) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS
LOAD CASE(S) Standard
-
608041-6 I PB02
BMC WEST (IDAHO FALLS), IDAHO FALLS,11363402
LOADING (psf) 1
SPACING
2-0-0
TCLL 35.0
Plates Increase
1.15
TCDL 7.0
Lumber Increase
1.15
BCLL 0.0
Rep Stress Incr
YES
BCDL 7.0
Code IRC20031TPI2002
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 2 X 4 SPF StudfStd
TTntss Type Oly 0 Q — - —
ROOFTRUSS 8 1
Job Reference (optional)-_ _
- _ — — — - 6.200 s Feb 212005 NTek Industries, Inc. Tue Sep 12 08:54:54 2006 Page 1
- - 3-0-5 - - t 6-0-t0 —
3-04
40 wzo3-M sme -116.5
-
c
3■4 MM- t w Lsw2 3t4 ► 120-
0.8-13 , 6-0-10 -- —
0.8-13 §= 13
T CSI DEFL in (loc) Udefl Ud PLATES GRIP
TC 0.09 Vert(LL) 0.00 E nlr 120 MI120 197/144
BC 0.04 Ved(TL) 0.00 E Nr 120
WB 0.03 Horz(TL) 0.00 D n1a n1a
(Matrix) - — — — Weight: 15lb,
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size) 8=17214-7-0, 0=17214-7-0, F=184W7-0
Max HorzB=-51(load case 3)
Max UpliftB=-01(load case 5), D=-69(load case 6), F=10(load case 5)
FORCES (tb) - Maximum Compression/Maximum Tension
TOP CHORD A-13=0120, B-C--81142, C-D=81128, D-E=0120
BOT CHORD B-F=-9/32, D-F=-9/32
WEBS C-F=-144/34
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25tt; TCDL=4.2psf, BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 8, 69 lb uplift at joint D and 10 lb uplift at joint F.
6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1.
7) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS
LOAD CASES) Standard