HomeMy WebLinkAboutTRUSS SPECS - 04-00170 - 874 Widdison Ln - RemodelSTOCK TRUSS
To:
1DAF10 FALLS, ID
Phone:, -528-2309 Fax: 528-2320
P roj e ct:
Block No..
Model
Lot No:
Contact... Site-. Office:
Name: Deliver To.
Phone.
F ax : I
Tenteitive Defivery Date.
-
Profile.-
__. Delivelry List
Job Number er �C
Page:
Date: 04-19-2004 - 2:19: l 1 PNI
Project ID: Q42090
Account No:
Designer: nitni
Z-)
Salesperson:
Quote Nwinber
Qty: Truss Id-, Span'. ]'r Li s s Tvp e:Stope, LROH
AIG A2-0-0
-RSS
ROOF 1 U 7.00 2-0-0 2-0-0
46 lbs, each
— 0.00
vI-1-15
RUSS 7.00 -2-0-0 0 0
�22-10
-0 ROOF I
90 lbs. each
0.00
8-1 -15
Al2 BIC --0 2210 ROOF IRUSS
l ; 7.
00 2 -0-0
12") IN, each
0.00
1 -4, (1) 2 -Ply
•
8-1 - is
22 - 10 - 0 ROOF TRUSS
2
B2
L
�0_0_0
7.00
2-0-0
f 2'! lbs, each 2X4/,? -X6
0.00
7-9--1
.3 C1 121-6-0 ROOF TRtJSS 7.00 2-0-0
85 lbs. each
0_00
T
-9 - 5
CIG 21 - 6 - 0 ROOF TRUSS
7.00 2-0-0 _0_()
a.
r 94 lbs. each
0.00
9 - 9 -
DI 28 - 6 - 0 ROOF TRUSS 7.00 0-0-0 2 -
109 lbs, each 2 Rows Lat Brace 0.00
- 9 9 13
DIG
28-6-0 ROOF TRUSS
7.00 0 0
16-3 lbs- each 2 Rows Lat Brace O.
- 13
_7 5- 7- 10 D2
28 - 6 - 0 ROOF TRIJS 0-0-0
S 7.00 0 0
s
I-1 I lb- each I Row Lat BT -ace 3.50
9-9-1--)
'D3
28-6-0 ROOF TRUSS 7.00 0 0
W
114 tbs. each
),50
_4
-9-13
D4 28 - 6 - 0 R -rRuSS 0 0
ooF 7.00 0_0 off,
I I I lbs, each
-9- 13
i9
D5
128-6-0 ROOF TRUSS 7.00 0 0
109 lbs. each
A. 2 Rows Lat Brace 0.00
9-9- 1"
D5,G
I; 1i
; 2 8 6 - 0 'ROOF TRUSS _0_0
Ll ---A. I P -
7.00
-0-0
13 317 lbs. ead
1 Row Lat Brace 0.00
1 '23- 6 - 0 ROOF TRUSS
10 El 00 2-0-0
2-0-0
93 1 bs. each
0.00
li EIG 123-6-0 ROOF TRUSS
�.s
2-o 0 o
107 lbs. each
0.00
8-45
J -
_E2G 23-6-0
1ROOF TRUSS
106 JbSL paeb i
--------- - -
0.00
(1) 2 -Ply
F 1 15-8- 0 ROOF TRUSS 7.00 0_0_0 0-0-0
72 lbs. eacii ___?_X4/2X6 — 0-00'..
14
FIG 15-8-0 ROOF TRUSS 7.00 -0-0
60 lbs. ezacis
0,00
Load. Bv:
All
Pob
Truss
,I Truss Type
4 0 0 AIG ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 8:340,3p E
1
2-0-0
TOO 12
C
4x6 _
-o-
4
Plate Offsets M' Edge,0-0-21, _.v. :� 4.
LOAD-IN(psf) SPACING 2-0-0
DE1=L in (1) Ildf1 L/d PLATES
TOLL 35.0 Plates Increase .1 T 0.77 Vert(LL) n/a 4 n/a
TCDD. I Iu � b 1 } I l o
BCL L f.
BDL 8.0
W
i
4A
5
rly I MJbLWJU6EP/4-19/SBID)H
1
I I Job Reference (optiongD
5.200 s Jan 16 2004 M T k Industries, Inc
DkI
12-0-0
•!1
�n
7
Mon Apr 19 09.44:57 2004 Page 1
K.
4x6 y.
LUMBER
TOP CHORD
BOT HCS
OTHERS
eJ' H U [ U Cj Z�p 1.1
Rep 3tress I nr NO
Coda IRC2,000/ANS195
.S 4 SPF No.
X 4 SPF No.,2
X 4 SPF ,stud/Std
WB 0.08
(Matrix)
Vert(TL)
-0.12
9
>215
180
Norz(TL)
0.00
$
nla
rola
BRACING
TOP CHORD
BOT FAD
Weight- 4 1b
14-0-0
GFT'
197/144
Sheathed Or 6-0-0 oc puffins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/. l e) =387/1 -0- ., 8=387112 -0 -OT 12=1 65/1 - -o, 13=237/12-0-01! 14=83/ 1 �-0-011 = 1
� - - 1 _83/12-0-0
a How ��kIid,
.
Max elft --1 (load case 7), =-1 goad case ), 1 _- load case Uzz— f dca
Max Gray = (loa case ), 81583(1 oad , 1 =1 (load case 1), 13=361fload case
)�
ZS0211:262
11 =-5 90oad case
a
1 z-- load
case )
14=1 lad case
),
11----;361 (load
case ). 1 =1 (load case
FORCES (lb) - MaximumompJ eion/Maximsum Tension
TOP H F D 1-2=0/ 1 , - =-1241682 - =-'/ o, - -- / 1 ,y - =- { - - '
BOT CHORD 2-14=-01785 13-14=-0/783 12-13=-0/78x 11-1 =-0/78, 10-11= o/ -10,-
0178
WEBS 5-12=-14310, 10a 4-1 =-301/68, 3-14=-1 76/37, -11 =;-3011675 -`I =-176/37
NOTES
1) Find' ASCE 7-98; mph; = ft; TCDD=4. p f; DL=4, p f, Category CI- E � enclosed; d,F'
tenor r ; Lumber
D =1. plate grip CL=1.
Truss designed for wind loads is the pJane of the truss only. For -studs exposed to wird (normal to the f "Standard
Gable End Detail"" IJT
T LL: ASCE 7-98; Pf=35.0 p f (roof snow); Exp ; Fully Exp,
4 Unbalanced snow loads have been considered for this design,
This truss has been designed for 1. 0 times flat roof load of 35.0 p f on overhangs non -con urr nti '
) Thi tri has been drined for a 1E0 pf bottom chord li read r�or�on current itf� any othe r Ir lt� �tl��r Ir�r loads per Ta b�1 1 -1 o
loads. es
IBC -00.
7) All plates are 1.5x4 M1120 unless otherwise indicated.
Gable requires continuous bottoms chard bearing.
Gable studs spaced at 2-0-0 oo.
1 0) Provide mechanical connection (by othersof true t� �arir�
� plate capableof withstanding 129 lb uplift at joint 2, 145 Ib uplift at
joint 8, Ib uplift at joint 13, 76 ib uplift at joint 14, 59 lb uplift at joint 11 and l'b u li
� p at joint 1 0
LOAD E( Standard
Job
I&
Truss
Truss Tp
042090 B 1 ROOFTRUSS
STOCK MP" N'E JT -IF, Idaho Falls, JD 83403, SAGE
k
2
46 r�
-11-
3
9
3 x 6
10
1-5x4 11
11-5-0
W
11- -0
_P"l —t6 0 f s e 4 Xx 2:0-0-X070-0-4 , : TO -0,0-0 :0- -0 0- - _ - -
v P O_ -0
LOADING (p f) SPAING 2-0-0
TOLL 35,0 PJ@tes Increase 1.1
T DL 8.0 Lumber Increase 1.1
B LL 0.0 Rep Stress In r YES
B D L 81.0 Code I RC20OC/ANS 195
LUMBER
TOP CHORD
BOT CHORD
WEBS
4 SPF No.
X 4 SPF No.
X 4 SPF Stud/Std
t
TC 0.96
ESC 0,50
B 0.07
impIifted
REACTIONS (lb/size) 2=1339/0 -5 -8,6=1339/0 -5 -
Max H or =- f100 (load case )
Max Uplift =-1 10 d case )a --11(Joad case
Max Gray =1 4 (I ad case 2), 0=1 4 (10 d case
FOES (lb) - Maximum Compression/Maximum aximum Tension
P"
T O FAD 1- =�}/0 , - =-�1 x'43/78' -4=-1 '10. x'10 , 4- `-1-1 0211 00, - =-1 '4 I
BOT CHORD2-10=-73/1485,9-10=-73/1485,8-9=-8/1485,6-8=-8/1485
WEBS 0-10-0/201 k3-9=-762/1106, 4-9--20/640, 5-9--762/1065 5-8=0/201
4A
4
401
538 -
Qty Ply M I /i OS EP/4-i 9/S 13(J D)H
Job Reference trel
5.200 s Jan 1 2004 MiTek Industries, Inc. Mon .fpr 19 09:441,58 2004 Pa
ge I
16-10-11 -1 -0 24-10-
--11
3X6
■L .
1.5x4
5-11-5
22-
11-
-1 0-
-11-
DEiFL
in (J o) I/deft L/d Ff-
Vert(LL) -0.07 0 240
Vert(TL) 0.04 7 180
r
BRACING
TOP H RD
BOT CHORD
TE
M1120
Weight: ht: 1 Ib
U
RIP
197/144
Sheathed or 2-11-6 oc purlins,
Rigid ceiling directly appFed or 10-0-0 0 bracing,
NOTES
1) Wind: ASCE -00; 90mph; b=. ft; T DL -4. p f; E DL=4. p f; Category 11; E •enclosed- M
DOL=1 . plate grip DOL -1.33.
a',P1 interiorzone* Lumber
TOLL: ASCE 7=08: Pf=35.0 p f (roof snow)' Exp ; Fully Expo.
Unbalanced snow loads have been considered for this design.
This truss has been designed for 1 _0 times flat roof load of 35rO psf on overhangs non -concurrent with other live loads.
This truss has been designed four a 10,0 p f bottom chord live load nonco current l'th a� other live
IEC -00. 1�dper Ttl �100.�1f
0 Provide mechanical connection (by others) of truss to bearing plat capable of withstanding 1
t joint 0, db uplift at jointnd 1 Jb upiift
0-0
cafe - 1.43.7
7
Job
Truss -
Tess Trp _.
I I l 1, /J E�'14- 1 1 B 10 H
042090 [61G
ROOF TU,
STOCK P NENT -1 F, Idaho Falls, P D 8:3403, SAGE
__-
--
4
1
1
� _ I Job Reference (optional)
5200 s Jan 16 2404 MiTek Industries, Inc.
16-10.11
Mon Apr 19 09:44:58 200 Page
22-10-0
24-10-0
2-0-0 Y0
ale = 1-143,7
Plate Offsets (X, �..
LOADING
TOLL
T DL
BCL L
BD L
(Pf)
35.0
.0
0.0
,0
LUMBER
TOPCHORD
B T CFS RD
E,
OTHERS
5-11-5
[2:0-3-0,0-2-01P
0
110-1 -015 ,[29:0-0-14;0-1
1, [31:0-0-14,0-1-01, [31:0-0-14,0-1-0], [32:0-3-0,0-1-0], [33:0-3-0;0-1 :0-
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Incr N
Code IRC2000iANS195
X 4 SIF Nc.
X 4 SPF H0.
X 4 SPF StudlStd
X 4 SPF Stud/Std
%jol ULM In 000 l/defl L/d I PLATES GRIP
TC 0d95 Vprt(III r) 0 -I
BG 0,33
B 0.73
(Matrix)
l+0 IMIZU 197114
Vert(TL) -0.14 1 >1 95 180
Hort TL 0,01 14 n/a n/a
K
Weight: 124 lb
BRACING
TOS' CHORD Sheathed or 5-10-7 cc purJins-
E3T CHORD rigid ceiling directily directlyapplied Or 0-0-0 oc bracing, Except:
10-0-0 oc bracing: 2-15,14-15.
REACTIONSbI i e =700/ - - , 1 =1052/11- - , 11=338/11- - $ 0=398/11- - , 1 =7/11- - 1 -38/11-_3- jf'j8
9=21111-3-8p =94/11- -8
Max Horz =-1 (POad case )
MaxN pl ift =_ 1 (l cad case 7). 1 =- (l Dad Case r 11=- 1 load case =- Max ra =10 0(10ad case, ), 14=1 17(PO d case 2), 11=658(lead case ), 0=658 Ie d case 1 - I
aad case 4),
12=81 (load case ), 1(load case 4)} - ' (Coad case ), 8=1 f14(le d case )
FORCE, (lb) - Maximum Compress lonlMirnurn Tension
TOP H [ 1- = /1 , - 3=- 08 '0l , - -- / 7 7 4- _-1 1 / - =- 1 /11 -
B T CHORD 2-15--68/524, 14-15--681524P 13-14=-76/1 00; 1 -1 =-76 100, 11-12--76/1 OO10-11=-x'0/1 0 -
8-9=-76/100, _-76/10
a } 0� 1 --100,
-
WEBS 3-15= 0/ P 3-14=-83819Z 4-14=-614./422 -14=-l52/87, -11=-659186
NOTES
1 Wind: ASCE 7-98; 90rnpb; h=- ft; T C L- y p f; l3CDL=4. p f; Category 11; Exp Q enclosed; MWFRS int
DOL= 1 . plate grip COOL=1 r.r�r,, Lumber
Truss designed for wird loads in the plane of the truss only. For studs exposed to wind normal to the fact
Gable End Detail" � 1 iT "Standard
T LL: ASCE 7-98; Pf=35,0 psf (roof snow), Exp C} Fully Exp.
Unbalanced snow loads have been considered for this design.
This truss has been designed for 1.00 tires flat roof load Of 35.0 f 0n overhangs
�'non-concurrent w1th other live loads,
This truss has been designed for a 10.0 P f bottom chord live load nonconcurrent with 2n other* Ii I��d per Table 1607-1 �f
IBC -00,
All plates are 1.5x4 M1120 0 unless Otherwise indicated.
Gable studs spaced at -0-0 o..
Provide mechaniC21 conrection (by others) of true to bearing plate c . able of with tan in 1 - joint i� � Jb ��Iffit t � �` Ih ���� at
joint 14, 81 1b uplift at joint 11 } 167 1b uplift at joint 6 and 83 lb uplift at joint 8.
LOAD CASE(S) Standard
y9
01
E
M
5-5-11
5-5-11
5-11--5
[2:0-3-0,0-2-01P
0
110-1 -015 ,[29:0-0-14;0-1
1, [31:0-0-14,0-1-01, [31:0-0-14,0-1-0], [32:0-3-0,0-1-0], [33:0-3-0;0-1 :0-
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Incr N
Code IRC2000iANS195
X 4 SIF Nc.
X 4 SPF H0.
X 4 SPF StudlStd
X 4 SPF Stud/Std
%jol ULM In 000 l/defl L/d I PLATES GRIP
TC 0d95 Vprt(III r) 0 -I
BG 0,33
B 0.73
(Matrix)
l+0 IMIZU 197114
Vert(TL) -0.14 1 >1 95 180
Hort TL 0,01 14 n/a n/a
K
Weight: 124 lb
BRACING
TOS' CHORD Sheathed or 5-10-7 cc purJins-
E3T CHORD rigid ceiling directily directlyapplied Or 0-0-0 oc bracing, Except:
10-0-0 oc bracing: 2-15,14-15.
REACTIONSbI i e =700/ - - , 1 =1052/11- - , 11=338/11- - $ 0=398/11- - , 1 =7/11- - 1 -38/11-_3- jf'j8
9=21111-3-8p =94/11- -8
Max Horz =-1 (POad case )
MaxN pl ift =_ 1 (l cad case 7). 1 =- (l Dad Case r 11=- 1 load case =- Max ra =10 0(10ad case, ), 14=1 17(PO d case 2), 11=658(lead case ), 0=658 Ie d case 1 - I
aad case 4),
12=81 (load case ), 1(load case 4)} - ' (Coad case ), 8=1 f14(le d case )
FORCE, (lb) - Maximum Compress lonlMirnurn Tension
TOP H [ 1- = /1 , - 3=- 08 '0l , - -- / 7 7 4- _-1 1 / - =- 1 /11 -
B T CHORD 2-15--68/524, 14-15--681524P 13-14=-76/1 00; 1 -1 =-76 100, 11-12--76/1 OO10-11=-x'0/1 0 -
8-9=-76/100, _-76/10
a } 0� 1 --100,
-
WEBS 3-15= 0/ P 3-14=-83819Z 4-14=-614./422 -14=-l52/87, -11=-659186
NOTES
1 Wind: ASCE 7-98; 90rnpb; h=- ft; T C L- y p f; l3CDL=4. p f; Category 11; Exp Q enclosed; MWFRS int
DOL= 1 . plate grip COOL=1 r.r�r,, Lumber
Truss designed for wird loads in the plane of the truss only. For studs exposed to wind normal to the fact
Gable End Detail" � 1 iT "Standard
T LL: ASCE 7-98; Pf=35,0 psf (roof snow), Exp C} Fully Exp.
Unbalanced snow loads have been considered for this design.
This truss has been designed for 1.00 tires flat roof load Of 35.0 f 0n overhangs
�'non-concurrent w1th other live loads,
This truss has been designed for a 10.0 P f bottom chord live load nonconcurrent with 2n other* Ii I��d per Table 1607-1 �f
IBC -00,
All plates are 1.5x4 M1120 0 unless Otherwise indicated.
Gable studs spaced at -0-0 o..
Provide mechaniC21 conrection (by others) of true to bearing plate c . able of with tan in 1 - joint i� � Jb ��Iffit t � �` Ih ���� at
joint 14, 81 1b uplift at joint 11 } 167 1b uplift at joint 6 and 83 lb uplift at joint 8.
LOAD CASE(S) Standard
y9
01
E
M
Job Truss X55 Type �ty � Ply MfSC/JOSEPI4-99/5S(!D}N �
042090 J B
ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83-403, SAGE
Or
4-3-11
7-10-5
5X6 1
5
Job Reference (opt..2 � ional)
5.200 s Ja n 16 2004 MiTek I ndLj tries, Ing._ Mori Apr 19 09:44'59 2004 P2ge I
14-11-11
-11
18-6-5
3-6-11 --
22-10-0���
x1O
4-3-11 -10- 11-5-0 14-11-11 8`6- -
0.
4--1 1 --11 5--11 _
6-11
Plate Offsets (X,Y):.�-1Ed [8:0-11-15.,-0.1.
81, [9:0-5--0,0-0-4b 0 0:0-3-8,,0-5-019 112.,0-3-8,0-5-0
LU«I
�pf
T L L
35.0
TCD!_
8.0
BOLL
0.
B DL
_0
LUMBER
TOP CHORD
BOT ND
REBS
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Inr NO
Code IRC20001ANS[95
1
TC 0.69
BC 0.97
WB 1.00
(Simplified)
. X 4 SPF 165OF 1,5E
X 6 CSF 180OF 1.6E.
X 4 SPF Stud/Std *Except*
X 4 SPF No.2, W5 2 X 4 SIF No.2. W3 2 X 4,SPF No_
VVEDGE
Left: 2 X 6 DF NO- , Dight: 2 X 6 DF No.
E!Ti 1blpe) 8-8570%0--, -8768/0--
Max Hors =1 (Rod case )
Max U pl `M8t 859 I Dad case , =-942(1 cad ease
Max Grav 8=8 766(loadGale . = 0 load case
DER
in (Ioc)
l/defl
L/d
e l - L
-0x25 11-12
>999240
Vert(TL)
-0.37 11-12
>733
180
H rz(TL)
0.11 8
n1
n/
BRACING
TOP CHORD
BOTCHORD
RLATES GRIP
111120 197/144
Weight: 256 Ib
Sheathed or 3-5-4 oc puri i n .
Frigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (I15) - Maximurn COmPression/Maximunn Tension
fi P H RD 1- 2= 0/73, - =-13711 / 1 1, - =-11010/ 111 -5=- 1 F f i { _ 1
BOT CH ORD -1 =-1182111724,. 1 -1 =-.1182 "11 x'24, 11 y 1 --932/951 1 1 -11=-8891951 -1 = -1111 /1 -
_ �l -``� 111 X11
WEBS3-13--233/2595,-3-12=-2696/304P 4-12--390/3957, 4-11--3,86114315 -11=- 41181 -11,-
38611431,1
-1 ---390/3957, 7-10--2696/304P ---233/2595
TE
1 -ply truss to be connected together with 0,1 1'R. " Mali as fo[Jo s
Top chords connected aS fo]1r: 2 X 4 - 1 row at 0--0 e.
Bottom chords connected as follows. 2 X 6 - 2 rows at 0-7-0 o .
Weds connected as follows,., X 4 - 1 row at 0-9-0 0c.
). All loads are considered equally applied to all piie , except if noted a front F
�� Plyer�neti�r� �� �� n � � r back (1=cin the LOADE section. P'1
e provided t distribute only reads noted a (F) or (B), unl'ess otherwise indicated..
) Wind: ASCE 7-98- 90mph' h= ft: TCDL= p f; B C L = . p f; Category If; E ; enclosed, MWF
RS plate grip DOL -1.33+ p f interior zone; Lahr
TLL: ASCE - Pf=35,0 pf (reef snow); E - a FulJy Exp.
5) This truss has been designed for 1.00 times flat roof load of 35.0 p f on overhangs non -eon
This. fru has been defr� for 1 f bottom �rrer�t with ether live loads.
IEC -0.
p chord Imre load nonconeurrent with any ether lige loads per Table 1607-1 of
7 Provide mechanical connerlion (by others) of truss to bearing plat capable ofa th tanding ftp lift at joint and
t joint R' J 4 Ib
.
Girder cardes tie-in span(s).- 28-6-0 from 0-0-0 to 22 -10 -
LOAD CASE(S) Standard
Continued on page
Job _ Trust
Q42090 B
I
Truss Type Qty
IF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, SAGE
LOAD CASE(S) Standard
1) Snow: Lumber Increase=I A , Plate In r a. 1.1
Uniform Loads 1
'pert: 1-5=-86, 5-8=.86i 2-8=--680(F--664)
Ply I MSC/J05EP/4-19156(6D)H
e�2 Job Reference c
5.200 s Jars 16 2004 M!Tek Industries, Inc. Mon Apr 19 09,44:59 2004 Fuge
Job
q
h
Trus
40,
Truss Type
IF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, JCS 83403, SAGE
�J
--0
2
4U
--
1-5x4 11
10-9-0
5-1
--
VV
-- - 10-9-0
4x4
4
9
5x8
Plate Offsets ?,'`[��. ---],--�---- -I-
a--701
LOADING
(psf)
TOLL
35,0
TCL
-0
B CLL
0t
DL
8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
FTI -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r YES
Code IRC2000/ANS195
X 4 SPF No.2
X 4 SPF No.2
X 4 SPF Stud/Std
CSI
T C 0.84
BC 0,46
WB 0.!5
(Simplified)
REACTIONS (lb/size) 2=1271/0-5-8,6_1271/0-5-
MaxHorz 2=1 7(lo d case 6)
Max Uplift =-1 (J o d case 7), =-1 48(load case
Maxr v _1 lad case ), =1563(I d case )
Qty Pay NiI8ClJ05EP/4-19158(ID)Fi .�
Job Reference obanal
5.200 s Jan 16 2004 MiTek Industries, Inc, Mon Apr 19 09.45:00 2004 Page 1
15-10-11
3X6
5
1.5x4 11
15-10-11
21-6-0
1.5x
--
-7-
21-6-0
4A
--
-0-
Scale ' 1-.41,:5
r
FL
in 00
I /df l
Lid
f PLATES
Vert(LL)
-0.06 9
>999
240
M-1120 1 97/1 44
Vert(TL)
-0-12
180
Hor (TL)
O.04 6
n/a
of
ee ght: 86 Jh
BRACING
TOPS CHORD Sheathed or 3-5-10 oc purl ins'
BOTCHORD Rigid ceiling directly Fi d or 10-0-0 o
c bracing -
FORCES (lb) - M2xi um Compression/Maximum Tension
TOIL H D 1 — =0/695 $ =-1 Off 7 , — =-1 035/1 li r — --1 035/1 0 — =-1 634/7 —
I
BOT I D —1 0`= . �P 1 391 5 9-1 0=-67/1 — f _— 1391
a
WEBS 3-10-01189, 3-9=-713/100, 4—�_1 9/601 ,5-9=-713/100, 5-8----;0/189
1
NOTES
1) Wind, ASCE -a 90mph, h=ft; TSL=4.psf; DL=4. f; Category 11'
I L=1. plate J L-1. . enclosed;interior r� Lurr h r
p'
TOLL. ASCE 7-98; Pf-35.0 psf (roof snow); Exp; Full Exp.
3) Unbalanced snow I0 d have h �
r� �c�r���erd for this design.
This truss has been designed for 1.co tirnes flat roof load of 35.0 psf on o Qrh n -
This true h been designed for a 10.0 psf bottom chord liveload nonconcurrent
non -concurrent �urr�r�t �tl� other Jive I��I�
r�rrntwith any other Ilr ldr Table .1f
Provide mechanical connection (by others) f true to bearingplate capable �f withstandingI!J�ft .
,td a uplift joint
Job Truss T s Type
40 CIG ROOF TRUE
STOCK 1'IP 1EJ T -1 , Ind h Is, 18 03, SAGE
N
0
1
_2_0_x,
--
2
4x5
3
7,O 1 2
4
:5
6
T4 --
T4
U4 --
7 7
SIT!
5x5
21_6-0
21-6-0
4
--
1
A
ST
I I 1JEF/ -1 / B(ID)H
I I Job Reference..( ons I _
5.200 s Jan 1 2004 MiTek inndistrr } Inc. Mon Apr 19 o` 04 Pa I
0
-- --o
e �
10-.9-0 --
C21e ,
10
11
45
Flate �Msets (X5Y): [8:0-3-00-1-q [9:0-3-0§1-01, [10:0-3-010-1-O]t [11-0-3-010-1-0]. [12.-0-0-5, Edge], [14:0-2-'0S)-1-01; [15:0-2-070-1-01; [111-15:0-2-0,0-11-01� [17
LOADING
(psf)
TOLL
35.0
T DL
8.0
BOLL
0.0
DL
8.0
LUMBER
TOP H RD
BOTCHORD
OTHERS
SPACING
-0-0
Cs.l
DEF'IL
itsI �
l�'d f�
L��
Plates I n r s
1-15�
T 0.77
e rt(L L)
n/a -
n1a
999
Lumber Increase
1.15
BC 0.29
rt(TL)
-0.12 13
>2131
�
StressRep Iter
E30,16 9
I�r•TL�
'`
.00 1
n/a
n1
Code IF0D/.II 95,
(1atr1
2 X4 SPF No.2
X 4 SPF No.2
X 4 SPF stud/Std
BRACING
TPHD
E3 0T CHORD
1
PLATES GRIP
M 1120 197/144
Weight- 94 lb
Sheathed or -0-0 oc purlins.
RVd ceilingdirectly applied or 10-0-0 oc bracing.
REACTIONS (l b/size) 2z--393/21-6-01118=179121-6-0, 19-205121-6-0, . 0_ o/ 1- -21;--219/21-6-Op =
17=205121-6-01 16=200/21-6-0} 1= 1 1 1--, 1zz- 1 69/2 1--0, 12-.393/21-6-0
Max Hort =-1 57 (load case )
MaxUpl ft =- (load case , 1 =- 7(l ad Case 7), -=T load case r 21--59(l oad cis
17=-34(load case ), 1 - 7 (load case 8). 1 - (load case , 14=-31 (load case 1 _-11 1-
Max G r�, 2-z588 (load a , 18=: 1 7load �. 1 �� � � �
( , 1 = 11(load case , = Io d a )a 21= l .d case 2)7
, 1 plod case )
FORCES (ib) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/1 35, 2-3--141/109, 3-4=-89/97, 4- =-88/9 5-6=-87/111, 6-7--93/132, —
88/50
10-11 =-87/47, 11-12=1 41/48, 12-13=011
BOT H R D - =-10 '11 � 1- -10111 x 0- 1=-1 /11 , 1 - 0=-10/ 11 1 -1 =- _ _
15-16=-10/113P 1 1 -10'11 a 12-14;---10/113
WEBS -18 = - 14 8/0, -1 --278/551 5-20=-2C>31597 4-21 =-269/65F 3-22;---262/50, -17�-27815 a '-1 =- x 1-1 —
-
, 11-1 =-262/4
NOTES
1) Wind: ASCE 7-98; 90mph, h— ' , TCDL=4. psf} E DL— . psf, Category 11° E 'Cl
DOL -1.33 plate grip DOL=1.33. �sdr 1=s �rrrrzone; Lumber
Y-
Truss designed for wind loads i n the plan of the truss only. For studs exposed to
Gable End Detail"
wind (normal ttheface), set NTS tar1da rd
T LL., ASCE 7-98, Pf=35,0 P f (roof snow); Exp } Fully Exp.
4) Unbalanced snow loads have been considered for thi's design.
This truss has been designed for 1.0 ti_
ries flat roof load of 35.0 psf on overhangs non— on Gu rr nt with other live [o d .
b) This truss has been designed for a 10.0 psf bottom chord live load non on urrent with n other Iiv
1130-�rd Tableo.�l 01+
All ,plates are 1.5x4 M1120 unless otherwise indicated.
Gable requires Continuous bottorn chord bearing,
Gable studs spaced at --0 oc,
10 Provide rnech-anical connection (by others) of truss to bearinglate capable fwithstanding
� .� I uplift at joint � ib uplift t
joist 19, Ike uplift at joint 0a l uplift at joint 1, 1 lb upJift t joint 4 Ib uplift
at joint 15, 1 lb ups ift t joint 14 and 11 1b uplift at joint � � � t joint 1 �� � I� ��IJft �t joint 1 � f b uplift
LOAD ..E) Standard
J�
4
Job - Tt�usS Truss Type "'��y
Q42090 D1 ROOF TRtJ55 �
STOCK COMPONENTS -IF, Idaho Falls, IQ 83433, SAGE
I
--
7.00F1-27
K
--
x
4x4
5x5 -- 9
1.5x4 11 5X8 _
Plat is X, : 1:0-1 �}Ed
:0-1- , Ed e ,[7:0-2-
_-
: -2=0x0.-1-
LOADING
(p f)
SPACING
2-0-0
1
TOLL
35.0
Elates Increase
1.15
TC 0,94
T DL
8.0
Lumber Increase,
1.15
F3C 0.70
BCL .
0.0
Rep Stress In r
'SES
WB 0.58
BCDL
8.01
Code I O/AN 1
(Simplified)
LUMBER
TOP CHORD
BOT CHORD
WEBS
X4SPF 21OOF 1,8E
X 4 SEF N0+
X 4 SPS Stud/Std
REACTIONS (Ib/size) 1=1439/Mechanical, 5=1637/0-5-8
Max Horz 1=-.(1od case
Max Upliftl=_ (lo d case 7),. =-17 (fond case
MaxGray1=1 (load case r =1 Io d case )
FORCES 013) - Maximum Com press i n/Maxim urn Tension
TOP CHORD 1- =-2247/102, - -140 JI , - s-1 0 /1 - =-22141 _
B T HORD 1 -9z ---99/1932t8-9--99/1932,7-8--15/189275-7=-1511892
EB 2-9=0/255, - -10071136! 3-8;--251824P 4-8=-970/134, 4-7.'-01
Ply M1SC/J0SF-P14-19[SB(1D)H
1 1
1rJob F frn Boni
,200 S Jan 16 2004 MiTek Industries, In , -C—.
3x6
4
1,:5x4
DEFL
in (lo
I/deft
L/d
Vert LL
-0.10 8
>999
240
Vert(TL)
-0.20 8-9
>999
18o
Horz(TL)
0.08 5
n/a
n/a
BRACING
TOP CHORD
ECT CHORD
WEBS
Mon Apr 19 09:45:012004 Edge I
-4-
PLATES
M1120
Weight: 109 1b
5X6
GRIP
1 97/1 44
Sheathed or -0-12 oc purlins.
Rigid ceiling directJy appliedr 10-0-0 oc bracing
1 Row at midpt 2-814-8
NOTES
1) Wind. ASCE 7-98; rnph; h= ft; T C L=4. p f; B L= . p f; Category 11; E ; enclosed: MWFRS
IL=1. plate grip DOL=1.33, interior Or -M, Lure
TCLL9 ASCE 7-98; = � p f (roof snow); E ; Fully Exp.
nbal2n ed snow loaths have been considered for this desIgn.
4 This truss has been designed for 1.00 times flat roof load of 35!0 p f on overhangs non -concurrent with other live loads.
This truss has been designed for a 10.0 p f bottom chord live load nonc an urrent with, ars other live I per �1.�1f
Refer to girder(s) for truss to truss conneeVons.
7) Provide mechanical connection (by others) of truss t0 bearingI�
joint
� cap -able fwithstanding 1b uplift if� � joint � end �1 �'� I � ��I i �t
.
DAD CASE(S) Standard
30-6-0
2-0-0
Cale =1,49.5
Job I Truss
0420 [DIG
TI"Ll Tp _ .
aty
ROOF TRUSS I i
STOCK 1PNENT -IF, Idaho Falls, Ifs 83403, SAGE
4
17
7: OO 1
T3
10
2
T5
1 4--
T
3
a
5x8
T
�I
,deb Reference (optional)
5-0200 S ,fan 16 2004 MiTek Industries, Inc. Mon Apr 19 09.45:01 2004 lege 1
2
4 3A ��
4
7
F]
'-4-
5x 12
5
30-6-0
2-0-
-
--.0:
Scale = 1A9.4
774-5 14-3-0
6-10-11 6-10-11 -
Plate Offsets (X,Y): (1:0-2-02 Edge] } [ : -2405 Edge)', [7:0-2--0 -1-b -_
, a [8:0-4-0 a 0-3-0]
- -[25:0-3-'-� a a-+-�, — —
-
0],
�r[27:0-0-15,o,1-0] aO-, -7a[ .o— "' -1 —[29.0-2-0x0-1— ],[30.0— -1 ,0-1-oj, [3040-0-15;0-1-0], [J1:0" —00-1—,G.0—`0-1-0330—— `
ak'1 -0-2-0,0-1—
LOADING
6: ,'—, 37.:0-3-0,0-1—
j
i 51 — — , —-
L ADI N p f) SPACING 2-0-0CSI DEFL
in (1oc) lid efl L/d PLATES FIF'
TOLL 35.0 Folates Increase 1.15. TC 0.92Vert(LL) -0.08 -7 >999 240
TIL 8.0 Lumber Increa5e 1.15BC 0.93Vert(TIL) 0,07 6 >378 1
80
BCLL 0.0 Rep Stress Iner NO W'B 0.63 Ho ,(TL) 0.03 5 n/ n/a
BCDL 8,0 Code I R 0 01 1 1 (Matrix)
�Welglht: 164 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 21 OOF 1,8E TOE CH'ORD Sheathed or 4-6-12 c
T �-II[� XQEF 1650F �i .E purl ins.
BOTCHORD rigid coiling directly applied or 6-0-0 oc bracing, Except:
EES 2 X 4 SPFStud/Std 10-0-0 oc bracing: -
OTHERS X SPF Stud/Std ��`.
WEBS 1 Row at midpt 3-8,4-8
REACTIONS (Ike/ r 1=11 /Mechanical* =1527/l o h n ictal y -1241 /0- - , 10=- /M ha ni nl, 11=,. /�f l ha n.ieal
Max H or'z 1 ('a d case
Max Upl ft1=-7(load ease ), =- (Fe d case ), =-1 (load case )* 1O=- (load case 4), '11= load case
1 =- (l oad case 7
Max Gray 1= 7 (lo d case , -1 0(Ioad case a 5=1 (f ad case ), 11 (10 d case 4)a 12=371 (load case 2)
FORCES (1b) - Maximum ornp re , ion/Ma i rr um Tension
T PCH ORD 1 -2--338/255,2-3--81,31147,3-4=-935/127,4-5--1988./116,5-6-01138
BOT H O RD 1-1 - 198"1 k 11.41 =-19811 , 1 11=-198/1 , 1 198/1 x - 198/1 a - 0/1 0 7 /1502
EELS 2-9=-1 428/1 a 2-8=0/927, 3-8=-25/223, 4-3=- 10 1/1 1, 4-7= 01270
NOTES
1 Wind: ASCE 7.98; 0mph- h= ft- T L- . f; DL`4. f; t orr 11; Exp ; enclosed; MWFRS interior
D L=1 .33 plate grip DOL -1.33.
Tniss designed for wired loads in. the plane of the truss only. For studs
exposed to �rd (normal t the fne, rT�,
"Standard End DetalI''
T I L+ ASCE 7.98; Pf= 5. p f (roof snow); Exp y Fully Exp.
Unbalanced snow [oads have been considered for this design.
This truss has been designed for 1.00 times flat roof load of 35.0 p f on overhangs non -concurrent with other live lid.
This truss has been designed for 10.0 p f bottom chord Ilve lead non oncu Trent withn other live
� loads, per Tbre 1.1 of
All plates are 1.5x4 M1120 unless otherwise indicated.
Gable studs spaced at 2-0-0 e.
Refer to ircier(). for truss to truss connections,
10) Provide mechanical connection (by others) of truss to bowing plate capable f withstanding Ih uplift t oirf � , � I� uplift at
i.nt 9, 175 Ib uplift at joint 5, 92 lb uplift at joint 10, 62 1b uplift at joint 11 and 55 Ib Ljlift at joint 1 .
�'
EGAD CASE(S) tondar
Job
G42090
STOCK:
A
�i
Ln
it
Trus
True Type
C l�ROOF TRUSS
COMPONENTS -11F, Idaho FaIC , ID 83403, SAGE
--
4,3-0
Qty Ply M ISC/J 05 EP/4- 9/S.B(ID)H
1
w.
Job Reference (optional)
5.200 s Jan 16 2004 MiTek Indu trP'e t I roc.
22-10-7
Mon Apr 19 09,45:02 2004 Page 1
-
--
-- -- -1-
scale 1:50-2
4A
3
7-5-8
14-3-0
Plate
4 --
Plate Offsets (X,): _.�1:-1-,Ed , :--f
LOADING (p f)SPACING 2- -
T i .I
ALL 1 �.Ct I n' r d U 1. I
TUL 8.0 Lumber Increase 1,15
BOLL 0-0 Rep Stress incr YES
B D L 8.0 Code IRC200W195
LUMBER
TOP CHORD 2 X 4 SPF 21 OOF 1.8E
BOT CHORD 2 X 4 SEE No. *Excepts`
133 2 X 4 SPF 1650F I .E
WEBS 2 X 4 SPF Stud/Std `Except*
W5 2 X 4 SPF Io.
WEDGE
Right: 2 X 4 SPF Stud/Std
TG U.95
BC 0.90
0.85
(Simplified)
REACTIONS (Jb/size) 1-1439/Mechanical, 6=163710 -5 -
Max Horz 1--Y , @o d case )
Max Upliftl -- (load case )a =-170(load case 8)
Maxra I =1 690(load case . 6=1 9860oad case
1_-- 22-10-7
3-6-o -1-
DFFL
in (Ioc)
Vdeff
L/d
Vert (L L)
-0.31 9
>999
240
Vert(TQ
-0,44 9
>765
180
H r T L
0.31 6
n1a
n/a
BRACING
TOFF CHORD
BOT H ORD
EBS
PLATES
M1120
Weight: 11Ike
GRIP
197/144
Sheathed.
Frigid ceHing directly applied or 10-0-0 oc bracing.
1 Row at r n id pt 4-+10
FORCES (1b) - M2ximum Compression/Maximum Tension
TOP F F D 1 a ==2253110 , - =-1844110 x -4=-1844/14 , 4- .-- /l l
D 1 - 1 1 -- lI /1 1 -1 1 -- 1 _ -'-� ���'� � � , -�_�.�
BOTCHORD
02/2002# -1 0-0'2989, -=-41/, -=-41 /3968
EBS -1 d1=-44 / x -I O=- 33/176, -1 = 44/l4D } 4-1 =. 11 4- - - _ -
0/189
NOTES
1) Wired: ASCE 7-98; mph; h= 5ft T DL -4f p ft B DL- =4. ,p f; Category 11 E , enclosed. I F
DL,1. plate grip DL=1 + p I �r�tr�rr P Lumber
TOLL. ASCE 7-a Ef=35.0 pf (roof noir); E. r Fully Exp.
Unbalanced snow loads have been considered for this design.
4) This truss has been designed for 1.0 time flat roof load of 35.0 p f on ov8rhan r on—
) This tri has been dei�ned for 10.0 pf bottomchard i � i��� ��� or1IJ rrr�t with other live loads.IBC-ncr,rrnt nth ntlr Ii 1 per TI '.f
00.
Refer to girder(s) for truss to truss connect[ons,
.
Bearing t joint(s) 6 consIders parallel to grain value using ANSI/TPI '-� n� t� grain formula.Building designer shouldrif apitof bearirg surface.
Provide mechani al connectio.n (by other) of truss to bearing Pate c able of i r .
joint p with Ib up] t fit end '1 rtpif
LCA CASE(S) Standard
Im
Jab Truss
Q42090 p3
fl
Truss Type
ROOFTRUSS
i
STOCK COMPONENTS -IF, Idaho Falls, I 93403, SAGE
N
--0-
--
44
4
aty Ply DISC/J 08 EP/4-1 91S B'(1D)H
1
Job Reference o tion l) _
5.200 s Jars 16 2004 MiTek Industries, Inc- Mori Apr 19 09:4,5'03 2004 Page 1
--
5-7-9 2-0-0
Scare = 1, 53,5
If
--1 7-
- 1--
flats offsets:0--BEd , :0-1 -r--
12
I
LOADING
(psf)
TOLL
35.E
T DL
8.0
BOLL
0.0
E3DL
8.0
AI --
Plates Increase 115
Lumber- Increase 1.15
Rep Stress In r YES
Code IRC2000/ANS195
LUMBER
TOP CHORD 2 X 4 SPF 21 OOF 1.8E
BOT CHORD 2 X 4 SPF O.
WEBS 2 X 4 SPF Stud/Std
WEDGE
Right: 2 X 4 SPF Stud/Std
CS]
TC 0.95
BC 0.70
WB 0-97
0
(Simplified)
REACTIONS (lb/size) 2=13/0-5-8P 12-217710-5-817=106710-5-8
Max H orz 2=209(l'oad case
MaxUpli t =-5 4(load case ), 1 L- (load case 7), 7L-1 71 load case
Max Grav2=596(-Ioad case , 12-2177(Io d case 1), =14 (10 d case
17-9-0
I t I --
moire
22-10-7
a --
1-5-7-9
DErL
in Io
l/d f l
Ud
rt(LL)
-0.16 9
>999
240
Vert(TL)
-0.26 2.12
>336
1,80
H r (TL)
0.1
n/
n/a
BFZACING
TOFF CHORD
BOT H 1 D
PLATES
110
Weight.- 115 lb
GRIP
197/144
Sheathed or 3-9-12 oc purlins.
Rigid ceiling directly applied or -10-+1 cc bracing.
FORCES (1 )- Maximum Co pre ionlMaxi.r um Tension
TOP CHORD 1- =C)1 1 - =R1 /141 , - =.392'84, - =- / --14 /
66
BOT CHORD2-12=-1 0911 052 11-12=-1 313/1112 10-11
jI {�'i�F �'jJ }�f."'y�- 'fir` ,-°�1-,I-11 � w= ��WFEBS
TE1) Wind: ASCE 7-98; 90mph,- h-25ft; TCDL=4.8psf; BCDL=4.8psf,
DOL --71.33 late grip CSL=1 _trI; E r�Id:F interior zone- Lr
T LI...: ASCE 7-98; Pf, _0 psf (roof snow)- Exp ; Full Exp,
Unbalanced snow load's have been considered for this design,
This truss h.s been designed for 1. 0 times flit rf I0ad of. �
p� on overhangs non -concurrent with other live loads.
This truss has been designed for a 10.0 p f bottom chord ljve load nonconcurrent i
h�thr�uIIBC-0.ds per Table 1607.1 of
Bearing t joint(s) 7 considersparallel to grain value using IITP I 1-1995 -
verify capacity f bearing surface. rI t grain fcrr-rrlulda� direr ul
7Provide mechanical connection (by others)truss
bearing plate capable ofith t ndin 584 lb uplift t ! '
joint 1 and 171 ib uplift anoint 7. p' ��r�t ip�iift at
LOAD CASE(S) Standard
Job Trus
4 0 0 D4
Truss Type
ROOF TRUSS
STOCK COMPONENTS -IF, 1 daho Falls, ID 83403, SAGE
ca
Qty Ply i MI3GfJ0SEP1'4-19JSB(ID)hi
i
9 1`
Job Reference �aptional)
5,200 s Jan 16 2044 MiTek Industries, Inc. Mon Apr 19 09�45:03 2004
7-5-8 14-3- 17-9-0 I22-10-7 28-6-
_
--
4x4
4
0.
4 "A
--
5x5 =
Plate Offsets (X,Y)::0-2-7,--141' f:4-,1--1
— —1
14-370
LOADING
p f)
SPACING
2-0-0
CS1
TOLL
35.0
Plates Increase
1.15
TC 0.95
TCL
8.0
Lumber Increase
1.15
BC 0.60
BCL
0.0 1
Rep Stress Ir
YES
WB 0.99
B C L
8.0
Code I DOO/AN 10
( irnpl fl d
LUMBER
TFC CHARD 2 X 4 SPF 21 OOF 1-8,E *Except*
T2 2 X 4 SPF 1650F 1.5E
BOT CHORD
2
X 4
SPF
No.2
EES
2
X 4
SPF
StudlStdl
EDGE
light X 4 SPF Stud/Std
REACTIONS (Ib/size) 2=-2010-5-8,11--72220/0-5-817;--85B/0-5-8
Max Horz 2=229(load case 6)
1
B
=-2010--, 1=2220/0--1 =/0--
17-9-0
I3EFL in (loc} lldef!
Vert(LL) -0.17 8 X999
Vert(TL) -0.26 2-11 X336
Harz(TL) 0.14 7 nIa
B F►i CSG
TOP CHORD
BOTCHORD
Max UPI rft ;-O (load
case x
11=- 1(l cad case
), 7=-770oad case )
Max Grav 2=578(load
ca ,
1 1= (load case 1), 7=1 148(1 ad ca
-1 0-7
5-1-7
-6-0
—-
Lld PLATES
240 M1l20
180
nla
Weight: 112 Ib
Sheathed or 2-10-13 oc purlins.
Rigid ceiling directly applied or 4-8-8 coo braoin.
FORCES (1b) - Maxinnum Compress ion/Maximum Tension
TOP C H 0 R D 1-2 = 0/69, —3=-28/1401 g 3 -4--372/73} 4 -5 =-372/03,5-6=- 134 9/5 26/12 6
�}-�� �j �% i�'y` °� 'yea }{��{ �` r+�'y `� ,i/.'�y, ate{ `��p 7
E T HO D 2-1 1 "1 411 lJ , 1 0— 1 1 =— 1 8 i } 1 1 ifs —1 0= 0/1 1 � —' =— 0/23 F # ` 8=-60/231 7
EE 3-11 -I 813/157, -10=011045, 4-10_-11 /W 5-10--1482/72, -9-0/11244 6_9=-1 061/1 ;1 6-8=0/1 89
NOTES
1 Find: ASCE - p he ft; T C L=4. psf; E° DL=4. p fr Category 11; Exp t enclosed; MWFRS interior zone; Lumber
D Lel -33 plate grip D L=1 .33,
TCLL: ASCE 7-98; Pfz--35.0 pf (roof snow); Exp ; Fully Exp.
Unbalanced snow loads have been considered for this design.
4 This truss has been designed for 1.00 times flat roof load of 35.0 p f on overhangs non -concurrent nt ith other live loads.
This truss hes been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads r Table 1607.1 of
IBC -00.
0) Bearing at joint(s)7 considers paril lel to grain value using ANS I/TPI 1-1095 angle t0 grain formula. Building designer houild
verify capacity of bear[ng surface.
7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint � 1 I� �pl1f�tjoint 11 n Ib uplift at j int 7.
�
LOAD CASE(S) Standard
GRIP
197/144
Job f mss
Q42090 I D5
Truss Type
ROOFTRUSS
STOCKPEJT-I F, Idaho Fall, ID 83403-1S! AGL
LO
00
-,x_0_0
--
-2-12
END
W A ■
4A _-
4 4
1
Job Reference o tiorrpl -
y
. 1 . I IiTek Jndu trie , Ire. cin Apr 1 _4- :04_ .2004 Page 1
Scale = 1:50:4
1_5A 11 X 4x5
}� 7-2-12
-1 -0-4
Pate Offsets X,�I
LOADING
(p f)
Ill f l
SSPACING
2-0-0
CS1
T bI-
35.0
240
Plates Increase
1.15
TC O92
T DL
8.0
Lumber Increase
115
BC 0,60
BOLL
0..
Rep Stress In r
YES
WEA 0.59
BCD L
.0
Coda 11 O /AN 195
irn l ifi d
LUMBER
ER
TOP CHORD 2 X 4 SPF 21 OOF 1.81E
BOT CHORD 2 X 4 SPF No.2
VVEBS 2 X 4 SPF StudlStd
T EFL
in I o c)
Ill f l
L/d
FOLATES GRIP
Vert(LL)
-0.08 7-8
>999
240
M1120 197/144
Vert(TL)
415 7-8
>999
180
Hor TL)
OM 6
n/ .
n/a
Welght: 109 1b
BRACING
TOP CHORD
BOT CHORD
EBS
REACTIONS (lb/size) =10 IVIechan i s 1, 2=513/0-5-81, 9=1495/0-5-8 Horz 2=229(load case )
Max 1. p1jft =- (load case. , -104(10 d case =- Ioad ca .
Max r _ 140 (load case , = 4(ioad case )$ =14 (load case `t )
FORCES (Ib) - Maximum ompr iori/Ma imurn Tension
TOP H ORD 1-2=0/69p2-3=-74/22453-4=--684/12414-5=-684/10055-6z---1684J93
BOTCHORD 2-9--192/108;8-9=-192/108.,7-8=:-17/1447,16-7=-17/1447
,
WEBS 3-9=-1383/155-P 3_8=0/915,4-8=-1'5/220 5-8=-1012/13615-7=0/255
Sheathed or 4-0-3 cc purlins.
Rigid ceiling d1rectly applied or 6,0-0 oc bracing.
1 row at midpt 4-8r 5-8
TE
1) Wind: ASCE - ' ;0mph: h� ft, T L=4, P f} B [ L 4. p f, Category fIF E
DOS- =1. plate grip D L=1. p ; enclosed-
t I 1 FF interior Lumber
TCLL* ASCE 7-98; Pf=35.0 p f roof snow); E . FAY Exp.
Unbalanced d now loads have been considered for this design,
This truss has been designed for 1.00 t1 es flat roof fo d of 35
.0 psf on a -v rhan ynon-concurrent with other
live loads,
Th i s truss has been designed for a 10.0 p f bottom chord live load noncon u rr nt with a
IBC -00. other iive loads per Table 1.1f
Refer to girder(s) for truss 10 truss connections.
Provid e meharriaJ conn etion (by othr) of true to bearing��
� pble of withstand ing 83 lb uplift at ��i �t r '1 04 l� �,pli at
j i rpt and lb uplift t joint .
LOAD CASE(S) Standard
L11
1'
6
Job
Tru Tri � —Type ---i
a _ _
�PlyQ42_
00 D5G ROOF TRUSS
STOCKWNE1IT-1l`, Idaho 1=If, ID 834035E
Job reference (optional)
5.200 s J@ n 16 2004 MiTek Industries, Inc. Mon Apr 19 09:45:04 2004 Page 1
Ln
CD
1
7,00 F
1 --
7
4x6 = 29
W
27
2
25)
M
4x4 =
6
2
5 _
2
10
14-3-0
scaje--
11
18
14
15
caje = i .5o.5
16
17 4X6
�428--
--
0-1
..0-2-0,0-1- } -�-1118:0-2-0 [1.7,0"2-0
, .fLJ 0� -J . p
_L_
LOADING (psf) SPACING 2-0-0.1
DEFL in (eoI/dfi Lid PLATEST! LL 35.0 plates Increase p1.1 T 0'77 Vert LL IIS
T C L tr r b� r Increase � �1 - n/ 999 11 197/14
LL 0.0 Rep Stress IncNO
W6 0.30 r
DL 8.0 Code IF 0001AN (TL ) 0.00 1 n/ n1a
fbta 1 1b
LUMBER Tl� I�.I X PAF I'`�o. LFII
TOPCHORD Sheathed or -0-0 cc purfin.
THE� � SPF��d�td F�JD Rigid lting directlyppli r 10-0-0 obracing,
WEBS 1 Row at p
REACTIONS I I i 1 -106128- -05 2-389128- - , `179128- ,0, 4-203/28- - 2j }+
8-6-03
27_ 197128-6--01. 28;--231/28-6-Op -1 12/28-6-0, 22=203/28-6-0, 21_205/28-6-0 20=2-03/28-6-0
1 - 07/28--O, 18-191128-6-011 1 -250/28--,
Max Horz 2=229(load case
Max Upliftl =-+1(load case )a =- 0(Joad case ), 4-- . Io. d case --4
27=-340oad case )x 0(load case ), -- (Io d case , -- load case 1=-
20=-38(load case ), ad cast )} 1- load case 8)r 17=-Jod case
Max Gmv 1 6=14 load case , 2=583(load case ), 23=1 Io d case 1 4-30 1oa
26=300(load case ), - (load case , 28=341(l oad ca t -152 to d case 22 3
08(load case 3)
( case ), 1 - 302 (J o d case 3), 1 -= load case , 1 - I a d case
FORCES Ib - Max1mum Compression/ urn T nsbn
TOP" CHORD 1-2=011 35F 2-3z---1 90/130, 3-4=-1 57/1202 4-5=-12411 0 5-6=-91/1 f
9-10--951143., 10-11=-90/109, 1 1 - 1 -- /683 12-13=-90/44, 1 `1 4=- tiff t N `i�-1 -- 4! 40 1 -16-- `� 1
1/60
BOTCHORD 2-29a20-21--33/106, 19-20=-33/106, 1'x -1-33/106, 17-18--33/106P 16417-33/10
' EE39-23=-147/0, 8-24=-276/52P 7-25=-264/61, 6-26=-266/58, 66/58, - 7-i 1/ 7 4-28=-282/67P
,gyp2f{ 2 10-22=-r
76/49
11-21--265/112-120--2651583 1 --1 =-268}59, 14-18=-255/57. 15-17=-303/67
NOTE
1 )Wind: ASCE 7-9F 0mph; h --ft; TCDL=4,pf} ACL= f"t -
r
DOL -1,33 late grip DOL=1. II; �, � ; f I S interior r ; L r r
Truss designed for wind loads in the plane of the truss only. For studs exposed to
Gable End Detail, p �r�d (normal they MiT "Standard
TOLL. ASCE 7-98; Pf-35,0 p f (roof snow); Exp- Fu[l Exp,
4 Unbalanced n loads have been considered forthis dig.
This truss has been designed for 1. 0 furies flat roof load of 35.E
'� f n overhangs���-�����rf nth �t�r live IO2d.Thi tri has herdesigned for 10.0 psf bottom chord lig load noncorurrert with �� other l� ���� ��r T�� 1 �
�.��f1BC-�
All plates are 1.5x4 M1120 unless oth is indicated.
Gable requires continuou bottom chord bearing.
Gable studs spaced at -0-0 o .
onti n reed on page
Joh
400
Truss
D
Truss Type
ROOF TRUSS
►TUCK MPONENT -I Fr Idaho Falls, ID 83403, SAGE
QtY
1
Ply r lISC/ S E P/ -1 / B(ID)H
1
Job Reference (0 tional
5,200 S Jar 16 2004 MiTek I nd ust ies, 166. Mon Apr 19 09.-45:04 2004 Pa
NOTES
) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding I I b
at uplift t joint 16, 80 I b uplift at joint 2, 32 lb uplift t joint .4, 42 Ib uI ift
joint,4 1b upliftt dint lb uplift at jin7, 0 Ib ulift t joint� I u lift at jol nt . .
1b uplift t point 1, Ib �. Pl i � at omt 1 � Ib ��J f and II � joint L 1 i b u i ift joint I I S pc t, u � J I �r�t 40
r
h'
LOAD CASE(S) St ribard
Fjob , Truss
rfru . .
Type
Fl ROOF TRUSS
STOCK MPONEI T -IF, Idaho Falls, ID B3403, F
I
2
46 -
-1-
6- 1
TOO
3
3 x 6
10
I -5x4 J
-7--11
2
11-9-0
5-7-11 1--
-I-
Plate t
4 x . 0-0- a- - . -0- , 0- 0 -, 0-- -0 h 0-1- - : 0-4-0,0-3 -0
LOADING
p f
TOLL
35.0
TDL
X 4
BOLL
0,0
3DL
8.0
LUMBER
T P H lD
ET CHORD
EBS
SPACING_0-0
Plates Increase 1.1
Lumber Increase +1.1
Rep Stress inr YES
Code IRC20OO/ANS195
1
TC 0.80
BC 0.53
E 0.75
(Simplified)
REACTION I b/ ize) 2:--;137410-3-8;6=1374/0-3-
N4ax Horz =-1 71(load case
Max Uplift =-1(lead case )h =-1 (load case )
Max Gray 2=1681(load case , 6=1681(load case
FORCES (1b) - Maximum ompre ion/Maximurn Tension
T P H ISD 1-2=0/68, - =,1823/82, -4=-1153111 , 4- �-1153/110
BOTCHORD 77/1560, - =- /1 Ot - =- /1560
WEBS -1 =01209, 3-9=-805/110, 4-9z---21/676, 5-9=-805/1105-8=:0120
4x4
4
9
Qty 'Ply I /J EP/4-1 / (lD) H ..
10 �
Job Referenq2Loptjqr 2J[___
5.200 s Jan 16 200461' iTek Indo tri s, Inc. Mon Apr 19 09:45.05 2004 Page 1
-411s t --- _
6-0
-0-
le=1'44A
W
M
1-5.74 11
--
-1 -
4x6
no
7
DEFL in
x4
SPF
16 OF 1-5E
PLATES GIMP
X 4
SPF
1\10.
240
X 4
S PFStud/Std
7
1
TC 0.80
BC 0.53
E 0.75
(Simplified)
REACTION I b/ ize) 2:--;137410-3-8;6=1374/0-3-
N4ax Horz =-1 71(load case
Max Uplift =-1(lead case )h =-1 (load case )
Max Gray 2=1681(load case , 6=1681(load case
FORCES (1b) - Maximum ompre ion/Maximurn Tension
T P H ISD 1-2=0/68, - =,1823/82, -4=-1153111 , 4- �-1153/110
BOTCHORD 77/1560, - =- /1 Ot - =- /1560
WEBS -1 =01209, 3-9=-805/110, 4-9z---21/676, 5-9=-805/1105-8=:0120
4x4
4
9
Qty 'Ply I /J EP/4-1 / (lD) H ..
10 �
Job Referenq2Loptjqr 2J[___
5.200 s Jan 16 200461' iTek Indo tri s, Inc. Mon Apr 19 09:45.05 2004 Page 1
-411s t --- _
6-0
-0-
le=1'44A
W
M
1-5.74 11
--
-1 -
4x6
no
7
DEFL in
([o
I/defl
Lid C
PLATES GIMP
Vert(LL) -0,08
9
>999
240
M 1120 1 97/144
Vert(TL) 0.04
7
>744
180
Hor (TL) 0.06
6
n/a
r."a
Weight: 93 lb
BRACING
TOP CHORD
Sheathed or
4-1-3 cc purlins.
BOT CHORD
Rigid
ceiling
directly applied Or
10-0-0 oc bracing.
NOTES
1 ) Wind:.ASCE -& rnph; h.=TIL=4.pf;
ESL=4.� f; Category �I, Exp enclosed; F ,
nt�1 � zone; LumberDOL=1.33 plat grip D1-�1.
TOLL: ASCE 7-98; Pf=35.0 p f (roof scow); Exp ,; Fully E
Unbalanced snow load considered have been con ido�
d fir tl�� din.
4) This truss has been designed for 1-00 times flat roof load of 35.0 p f on overh n non_ on
� This true f�� been�in�d ��r � �.� �f bottom chord live load ��� � urront ritl-r other live load,
IB -00. n urr nt it other 1iloads r Table y f
Provide mechanical connection (by others) of truss to bearing late capable f withstanding rdin ld u�firtnd 1t joint lb uplift
LOAD CASE(S) Standard
fuss
Truss Type
I ROOF TRUSS
i
STOCK11 1 1'VT -1 F, Idaho Falls, ID 83403p SAG
1
2-0-0
i rus
0-
2
4
K
r
11-9-0
7 1--
11-9-0
4x4--
5
d
R1
r
4
7
4x4 =
:!
Qty
1
JIJFP/4-1 9 ��(IijH
1
Job Reference (optional)
5.200 S Jin 16 2004tT Industries, Inc.Ion pr 19 0:4,05 2004 Pa 1--
Q
10
23-6-
11
:"d
0
13
4 x 6 _
7Y,5 - U6
-,
--
14
i-
--Sle = 1:44.8
15
Plate Offsoto ��� '�� [ : �� r - �.0-3-0�_ �[10:0-3-U-1-01, _
— _ _ i L f [ o- -' — ±0 . a — — } —' —
.[18:0-2-030-1-01,09-0-2-0, 1 o, �� 0, 1, l F -p - a Q� q a[17:0-2-010-1-01,
------------
LoaaiNc
�psf}
SPACING
2_0_0
TGLL
35.0
Plates Increase
7.15
TCDL
8.0
Lumber Increase
1.15
BCLL
O.D
Rep Stress fncr
NO
BCDL
8.0
Code iRG20O0IANS195
LUMBER
TOP CH0RD 2 X 4 SPF I o.
BOT CHORD 2 X 4 SPF N0.2
OTHERS 2 X 4 SPF StlidIStd
1
TC O�77
BC 0.36
W13 0.19
( Matrix)
E FL
in lo)
I/df.l
L/d
Ve rf (L L)
n/ -
n1a
999
rt(TL)
-0.11 15
>21 8
180
Hor (TL)
0.00 14
n/a
n/a
BRACING
TOPCHORD
BOT H R
PLATES
11120
Weight: 107 1b
IF'
1 97/1 44
Sheathed or 6-0-0 cc purlins.
Frigid ceil-Ing directly applied or 10-0-0 oc bracing.
REACTI ONS (I b/size) 2 =392/23- - 0, 21=180123- - 0 , 22 _ 2 03/23�6-0,3 =207/23- - 9 G 2 rte# +J j6= f" — _
120 -203/23 -6 -Op 1 = 7/23 - - 2 18=1 95/23-6-0} 17=238/23-6-0, 11 =53/23_6_ 14- -
'Ia Hort =-1 r 1(load case )-
Max Llpl ft �-1 0 (Jo d Cage ), -- 4(1oad ca -7), 23=430oad +Cash' =-
26=- load case 9), 0=- . (I oad case 8), 1 =-44(Ioa d case )1 1 =- load case-
1 -- J oad case ), 14=-1 l orad 1 - I d
Max Grav 2=589(load case , 21 �l 0(f cad case 1), - 0 fad case 2)} =299(Io d � � 4-
4(foad case 2),-o(iood ca=(icad case 4 x_308BJo d case 3), 1= (J ad
o�1 =284 J o
+17=(ted case )a 1 -Id case 4). 14= d o ,
FORCES (1b) - Max[rrium Cornr ion/M imam Tension
-1 -8811015 10-11=-88160P 11-1 =- 1/43,12-13=-78/55,13-14=-122/50,14-15=0/135
BOTCHORD 2-26;---1 +
�
19-20=-1 /1 0, 18-19=-13/120P 17-18=-1 3/120,16-17=-1 3/1201 14-16z---13/120
WEBS 4' ��1 =-1 /0.
—`—/54,p 6-23=-265/61, —4=—/ 4——•.—J{}j, r{V�� jljr $Lj'�, [yA-r���
11-18=-260/569
y���!_ [��i�y, r+'r r}���j 12-17=-290/680
�Jr�y! �+{y�71 f77 13-16=-1
r{..y�, � i��i�P} —��Pl� �! f�} 9YiF+�l�1�� r 10-19=-265/62
MOTES
1) Wind: ASCE 7-98; err ph; h= fta T l L=4. psf,DL=4-8 sf; Category II' E
COOL -1.33 ,Mate grip DOL= I - � p r`t Joy 1} FR interior €�r-I , Lumber
) Truss designed for wind loads in the plane of the trussonly. For studsd to windnol to the f iT "'Standard
Gable End Detail F1
T L L ASCE 7- ': Pf= 35.0 W (r0of snow); Esc : dull Exp.
4 Unbalanced no to p �
id's have been considered for this design.
) This truss has been designed for 1.00 times flit roof load ofF -
0 pf on overhangs non -concurrent rte other J�� Joa�",
T�'il tau h breen dInd for a `1 p�f bottom chord Ir+e Ind r-��rr��l .
Iii-�!0.Irrr�t with Other ��.loads per Table1607.1 f
All Plates are 1.5x4 01120 unless otherwise indicated.
Gable requires continuous bottom chord bearing.
Gable studs spaced at 2-0-0 oc.
10) Proide mochanicl connection (by other f truss to bean ng J�,to �, joint , �- Jb uplift t joint 1b uplift at � � capab I �f �tht� �ld� r�� � 1 � u�! Ifi� �t 1�r�t r �� u��ft �t
joint 4, 0 I� uplift at joint r lbs uplift t joint lb uplift at joint 4 lb 'tit in 1 t uplift t joint 1 r 0 lb uplift at joint 1 , Jb uPlift t "pint 1 ars �1 lb � uplift
Corgi kr� � on J e J uplift ifs It joint 4.
l uss
E1
6110IIT-Ili FII, IC 3403
LOAD CASE(S) Standard
Truss Type
R00FTRUSS
�
1
Job Reference (optional'
SAGE 5,200s Jan
16 2004 M -Tek Industries,
Inc. Mon Page
Job Truss Truss TypeQty
Q42090 B e� ROOF TRUSS I
0
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, SAGE
Ln
1
-2_0.0
-0-0
4x6
-1-
-1-
7.0 1
6-1-5
6-
-
3x6
10
-7.11
T
11
4A
4
5x-8
IVlISG1J0SEP/4-19/SB(1D)H
i I Jif fen (optional)
5.200 s Jars 16 2004 MiT k Indo tri8 , Inc.
-7-11
3x6
1.9
11--
REEL
17-4-11
I/d ff
Ld
11
0
-11
Plate Offsets 5 3 O:q:OL
LOADING (pf
TCL 35.0
TDL 8,c)
SPACING 2-0-0
Plates Increase 1.15
Lumber increase 1.15
MULL u.0 Rep Stress Incr NO
BCL3L 8.0 Code iFiC2000IAN5195
LUMBER
T P H RD
BOT CHORD
WEEDS
OTHERS
X 4 SPFy1 FI. E
X 4 SPF JPO.
X 4 SPF Stud/Std
X 4 SPF Stud/Std
CSI i
REEL
i 10
I/d ff
Ld
TC 0191Vert(LL)
-0.08 9
>999
240
BC 0.55
rt(TL)
0.04 7
>744
180
B 0.75
Hor (TL)
0.06 6
n1a
n/
mpiafied
REACTIONS (J b/ ie) 2=1374/0-3-8,6=1374/0-3--5
MaxH r =-1 71(load case
MaxUpJifk =-1 52 (load case 7), 6--152(l od case 8)
Max Gray _1 681 (load case r 6-1681 (load case
BRACING
TOS' CHORD
BOT H RD
FORCES (lb) - Maximum Compression/Max'um Tension
TOPCHORD 1- =01681 - =-1823/82} .-4=-115.3/11 , - =-1153/11 , =-1823 -
BOTCHORD 2-10=-77/1560,9-10=-77/156018-9=-9/156076-8--9/1560
WEBS 3 -10 =0/209, 3 -9= -8 05/11031 - -- 1/ 7 6, 5 -9:-z - 8 0 5/11 , 5 -8 =01209
Mon Apr 19 09:45.06 2GO4 Page 1
--
-"1-
23-6-0
6-1
-
X15
'LTE.
8110
Weight: 107 lb
S
I
0
GRIP
1971144
Sheathed or 3-9-3 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing,
DOTES
.psf; Category II; Exp Q enclosed; MWFRS interior one; Lumber
COOL=1.33 plate grips DL=1 ,.
2) Truss designed for wind loads in the pians of the truss only. For studsexposed
able End Detail" windrt t thefa 1�,1iTl "Standard
TELL{ ASCE 7.98' Pf=35.0 Psf .(roof snow),, E • Furl Exp.
Unbalanced snow load have been onsid :' for this i r .
This truss has been designed for 1,00 times flat roof load of35.0 pf on overhangs non -concurrent with other live loads,
This truss has been designed for a 10.0 psi bottom chard live load noncon urrent
IBC --00. it any other I r Table 1607.1 f
All plates are 1.5x4 M1120 unless otherwise indicated.
Gable studs ,spaced at 2-0-0 oc.
Provide mechanical connection (bar others) of truss to bearing platea abl fwithstanding1
at joint _ �Ib uplift at ���r�t and 1 Jb uplift
LOAD CASE(S) Standard
Scale = 1:44.8
7
T
LQ42D90
TJ
fTruss --- Truss Type
Roos -rRuss
COMPONENTS -IF, Idaho FaEls, ID 83403, SAGE
--
--
i1 0-0
4x5 II
3
oty
I
Ply
I/J EP_ -1 /Dj[))H
Job Reference o t
5.200 S Jan I � 2004 MiT IndU trio Inc.
11-4-8
Mon
1 --
Mon Apr 19 09:45-,06 2004 Page I
Ie = 1:25,7
5X6
--
__ l ate Offsets LX5y): 1:0- -1 p - - : - - o- -
LOADING of
T LL
T DL
8.0
BOLL
0.0
B .D L
8.0
LUMBER
TOPCHORD
BOT HF
EBS
v� r�ve�ra� G—U—U
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress lncr N4
Code IRC20Oa1AN5195
X 4 SPF No,2
2 X 6 DF N0.2
X 4 SPF Stud/Std
W3 2 X 4 SPF N .2
*Except-*
Cyt
TC 0.38
BC 0.87
B 0.56
(Simplified)
REACTIONS (l b/size) 1=4379/0-5-8. 5=437910-5-
MaxHorz I zz-1 14(load case )
Max Upliftl=-0ld case 7), _-410(Iod case
Maxrav l= 12(load case ), =451 (J d case
FORCES 1b) - Maximum Compression/Maximum Tension
TO P C H OR D 1-2=;-62621594,2-3--4255/445,3-4=-4255/445,4-5--62611594
BOT CHOFZD 1-8=-520/53541 534: 6-7=-478/5353p --=-47815353
WEBS 2-7=-2136/24'3p 3-7=-393139834-7�-
DEFI.
i Vert(LL)
� Vert{TL}
� Horz(iL)
�n
-0.09
-0,1
0.04
13RACING
TOP CHORD
BOT CHORD
1 --
--
(iac) fldefi Lld � PLATES GRIP
7-8 X999 240 M1120 1911144
7-8 ?999 180
5 n1a nfa
i Weight- 1461b
Sheathed or 4-8-7 c purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
TE
1) -ply truss to be co n netted togethe r with. 0.1 1 "A" a i is as follows.
Top chords connected afail
yrs . X 4 - +1 row t - - .
Bottom chords connecled as f lI : X - rows rot -
Webs connected a follows: - _o oc-
� � .
All loads areconsidered equally applIed to all Pl i �t �� ���
to p1 onr��ta�� h�� ���r� ri��� t � front (F) or ba(B) fain the LOAD E(S) stron. PI
o di, tribut only Coady noted a (F) or ), unless otherwise jndi t d.
,� ted, - mph; h_ft; �rC�L=4. f' B
DOL:=1,33 plate grip DOL=1.33.'
a L= Category=11; enclosed;J1lFJ iterir: Lu
mber
TOLL: ASCE 7-98; Pf= 5.0 P f (roof .row ; Esc • Full
��� truss h� � � � Epi.
�' been d�r�� for � �1 �.� psf bottem chord live�e�
IEC-00.rnurrnt with any tr live loads per Table 1607.1 f
Provide mechanical connection (by others) f tris to beanin i
at joint tCapable thtir l upJiftr�t lb lift
Girder carries tie-in span ( ): 1- - from 0-0-0 to 15-8-0
LOAD ,E() Standard
1 Snow: Lumber Increase= r1.1 5, Plate In
creaSe=j. 15
Uniform Loads (Plf
Vert: 1-3=-86, 3-5=-K 1-5--490(F=-474)
--
Joh � Truss -
Type
Q42090 FIG
I ROOF TRUSS
STOCK COM
NET -II' , Idaho E211, ID 83403* SAGIE
-2--0
7. 0, 1
4
3
1
7-10-
5
44 -
0
11
Pfd I M I S C/J OS EP/4-1 9/S B(ID)H
Joh Reference (optional)
5.200 S Jan 16 200 Wi ek Indust' Inc.
7
1 --
7-10-0
A
Cale = 129.
4x6
15-8-
Plate Offsets `�,' - - T f1 0 - -
- -
.---=- - LOADING-
(pf) SPACING2-0-0 C51
T L 35.0 Flats increase 1.1 El`L I a I tJ L'd PLATES RIP
TDL Lumber Increase 1-15 Vert(LL) n/a II 197/144
ELL 0rncr 0.36 rt(TL) -0.11 1 >217 180
(Matrix)
LUMBER
TOP CHORD
BOT CHORD
OTHERS
X 4 SPF -D.
X 4 SPF N0,2
REACTIONS(I b/size) 10=,36115-8-012=391/15-8-0114=180/15-8-0
Max Horz 2=1 (load case
Max Uplift 1 load case 7 , 1 =- i d case , 1 ,- :1 In c
ase
1 a Greg j =j 1 J0ad case ), 2=587(load case , 1 =1 0 ioad case
)� 1 =2'90 lead case
BRACING
TOIL JVD
BOTCHORD
vVeight"IbI lb
Sheathed Or -0-0 0c purlins.
Rigid celling directly applied or 1-0-0 cc brain
16=237115 -8, -Op 1 =63/1 - — t 13-204/15-8-02 1 -201/1 - -0 1 11=
7), 17-- 7(Ioad case )t 1 -z-- pl ed case )p 1 -40 lead ease
1), 1 - Jo d case )t 1 - (lead case )t 1 = Io d case 4), 13=31,2(load case
FORCES (Ib) - Maximum CompressionfMaximurn Tension
BOT d ORD 2-17=-19/59,16-17--19/59
1 =-1 9/59, 1 -1 --1 /19/597 4-5=-90/68i 5-6=:;-93/82, 6,-7--96/76 p 7-8=-891457 8-9=-91/437 — 0=-79/47
TE
L��l1 r fit grip Lu1..
f� t II, E 9 rled; rtrir n; Lr
True designed for Wnd load i� the ��f� �f t�� truss only- For ��,�'
Gable End Detail"
exposed to Jnd (normal to th1:aI IiTe"Standard
TOLL: ASCE _7- ; P'f= x:5.0 P f (roofn • E F
4) Unbalanced snow � � ; r Fully E�.
leads have been considered for this design.
) This truss has been designed 1`er 1 .00 firnes flat reef l oiad of .
Tl�i tri, hay ��� d+i ped fer � � �. �f on overhangsnon-concurrent rrti� other live lead.
0 p f bottom chard live load nonconcurr nt with any other live lead per Table 1607A of
All plates are 1.5x4 M1120 Unless otherwise indicated.
Gable requires continuous bottom chord bearing.
Gable studs spaced at 2-0-0 e.
1 0Provide rnechanical connection (by others) f truss to bearing plate capab)e of withstanding 120 Ib u lift 2t a
�elr�t 1� � J� ��Ji�f �taen� �� � I� �t�fift t1�tnt �1�'� � I� a lift � j�int � Ib uplift t
P �t ��� n# 1 r I � �� f'ift � �� �� 1 and lb up -lift at joint 11.
LOAD CAS E) Standard
Ln
S4
6