HomeMy WebLinkAboutTRUSS SPECS - 05-00156 - 524 Golden Willow Dr - New SFRJob
Truss Truss Type Qty F1
AIG > o F TFC
1
STOCK COMPONENTS-IF,Idaho Falls, I D 83403, EtiG
I
r
CD
-2-0-0
-0.0
D
REX/E. ..'C#13 511 C—(ID-)H
1
I Job Deference optional.
6.200 s Feb 112005 M!Tek Industries, Inc. Tue May 17 08--31:50 2005
4x4 -
5
13-0-0
6--0
15-0-0
Bags 1
-0-0
Scale = 1:29.7
Flat` Offsets " .
.!1
1Eqg 8:0-1.11 dge
LOADING (p.f
TALL SPACING -0R
(RoofSnow-.35-0)flat Increase 1.15
TCL 1 Lumber Increase
BOLL 0.0 Rep Stress Error NO
B DL 8.0 Code003 TP1200
LUMBER
TOP CHORD
130T CHORD
OTHERS
X 4 SPF 1 650 F 1.5E
4 SPF 1650F 1.5E
X 4 SPF Stud/Std
CSi
TC 0.60
BC 020
W13 0.07
(Matrix)
13-0-0
1-0-0
DEFL
in
(loc)
fldefl
Ud
Vert(LL)
-0.06
9
nlr
120
Vert(TL)
-0.08
9
nlr
90
Hori(TL)
0.00
8
n1a
n!a
BRACING
TOP CHORD
BOT CHORD
1
PLATES.
To
Weight: 47 lb
GRID
197/144
Structural wood sheathing directly applied or 6-0-0 o0
purlins.
Rigid coiling directly applied or 10-0-0 c bracing.
REACTIONS l b/l 884/18-0-0, =884118--r 1 y-1 75/1 --8� 1 =22711 -0- 1 X141 1 - -
227/13-0-03
1 0=141/13-0-0
Max Hort = 8(l ad case 7
Max Uplift =-1 (load case , =-1 lad case ),1 =- (load case 1444 load case 9),
11= -(load case )A 10 `l oad case 9)
Max Gray = ' (load case ), = I a.d case , 12=1 75load! case 1 1 = load case 2),
14=1 (load case , 11=346(l o a d case , 1 0=1 load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=011 191 - --118138, 3-4=71/5% - =- 7 5-6=-82173; - =-
BOT HORD -1 0165, 1 1 - 1 x 1 -1 =01 , 11-1 =OI , 1 '11=016 -10=0165
EB 5-12=-1511014-13=-291/617 3-14=-231/3316-11=-291/W 7-10=-231133
NOTES
1) Wind: ASCE 7-98; mph; b= ft; TCD L= .Bp f, -
CS L= .8p fatgor 11� �i enclosed- MWFF
inter
zone; Lumber OOL=1.33 plata grip DOL=1.33. lor2)
True designed for wind loads in the plane f the truss only. For
,, ted cad to wind normal to the face),
see MITe Standard Gable End Detail
3) T LL: ASCE 7498r Pf=35.0 p f (flat roof snow); Exp- Full E
4Unbalanced . �
ed no loads have been considered d for this design.
5) This, truss has been designed for greater of min roof live load of 18.0 pf or 1.00 times f
at roof lead of 35.0 psf
n overhangs non -concurrent with other live loads.
6) This truss has been designed for a 10.0 p f bottom chord live load noncon urrent with any other Ire load.
7) All plates are 1.5x4 MT20 unf ,5otherwise indicated.
8) Gable requires continuo=us bottom chord bearing.
9) Gable studs spaced at -0-0 o .
Continued n page
I4
0
PJ;o-b— Truss
l
TK
NOTES
-------------------
COMPONENTS-IF, Idaho
Truss Type
ROOF TRUSS
Falls, ID 83403, Eric
Qty
I
6.200 s Palo 11
Ply I RE7ClSrEC#13 5112 DG (1113) N
I
Job Reference
Inal
2005 MiTek Industries, Inc. Tue May 17 08:31:50 2005 Fags
1Provide mechanical �r��t+ti�n (by��I���s � tis � t���In �� � � T�■i.lift at joint capable �� �thst�r���r� � I� ��Iift � ���� � � l� u��� � ��� ��
1 , lb u pf1 t joint �1 , 1 uplift at joi nt 11 an d l uplift at joint 1 .� a�' This toss i dei r�ein
accordancewith the 2003 International Residential Code sections R502.1 1.1 anf .�1
NS TP1 1, 11 d and referenced st rdard
LOAD CASE(S) Standard
I
Job TrussTrue Type
BiG ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
I
CD
-2-CI-0
-0-0
4-6-0
r, nn R 'o)
-1�8
3-7-8
13-0-0
4-10-8
a
1 -0-
1
Ply I REx15rEC#43 5112 DG �1
9
e Job Reference (o do
I
. Wu s Feb 11 2005 MiTik Industries, Inc. Tue May 17 08:31:52 2.005 Page 1
US .
17-10-8
4-10-
21-A-0
3-7-8
-7-
6.0.0
4-6-0
2x4 11
4-6-0
8-1-8
'I 514 13
4x4
2x4 11
zx4 !1
6x8
35
2x4 11
17-10-8
7-10-
11 10 9 6x6
2X4
2x4 11 5x6 =
'f 0x10 = U10 I I
0M 1 1
Scale = 1 R-60.9
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 D1= 1 O F 1.6E
WEBS 2 X 4 SPF StudlStd *Except*
W1 2 X 4 SPF 1650F 1. Er W3 2 X 4 SPF 165,OF 1.5E
W3 2 X 4 SPF 1650F 1.5E3 W1 2 X 4 SPF 1650F 1.5E
OTHERS X 4 SPF Stud/Std
BRACING
TOFF CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied or 5-5-9 o
purlins.
Rigid ceiling d1rectly a,pplied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 11-12,9-11,8-9.
1 Flow at mid pt 1
REACTIONS Ob/size) 8=479510.5-8, 2=-136/13-5-8p 17=-777113-5-81 15=-901113-5-8a 11 =1066511 - -
1 =-1 519/13-5-85 14=5,88/13-5-8916=63113-5-8y 18=21/13-5-8
Ma
= 1/1 -5-
Ma Hort . = I ad case 7)
Max UpIift =- l id case , =-31 load case ),1 =- 7(load case , 15=-1063 I d case
� a
1 =-1 1 (I ad case # 13=-1 lad case ), 1 - 1 a case , '1 =- (Io d case 9)
Max Grav 8=4913(loadease ), =41(load case , 1 = load case 8),15=1 1lad case ,
12=1 (Coad case 3).,13=1 (l ad case ), 14--591 (road case , 16=80(load case ,
1=7(load case 4)
FORCES (i b) - Maximum CompressionlMaximum Tension
TOPCHORD 1-2=0/639 2,3=.91/8317 3.4=-159117573 4-5=-248/2910)5.6=.254129647 6-7=-25511245.r7-8=-6620/612
BOT H RD 2-18=-739/1017 1 -1 =-739/1 1t1 -1 =-739/1 1, 15-16=-73911015 14 1 =4 566/191; 13-14,..1566/191
12-13=-15661191 , 12-35=,l 77/2240, 11-35=-1 7712240,10-11 =-526158597 -10=-526158597
-=-526/58-59
WEBS -17=-88/890, 3-15=-969/1061 4-1 =-127/1340, 4-12=-1 323/142s 5-12---27841257, 6-12=-6256/609,
-11=-564f60923 7-11=-4237/41 , 7-9=-346[38.06
NOTES
1) 2 -ply truss to be connected together with0.1311gX34V Nails as follows;
Top c h ords con netted as fol lows. 2 X 4 - 1 row at 0-9i0 oc.
Bottom chords connected as follows: 2 X 6 -.2 rows at 0.4.0 o,
Wats con netted as fol rows: 2 X 4 - 1 row at 0-9-0 o .
2) All lauds are considered equally applied to all plies, except if noted as front (F) oback face in the LOAD
CASE section. Ply to ply connections have been provided to distribute only loads noted a F or(B),
C 0 H B [R%RpAW6%0 n d i c a t e d -
4-6-0
3-7-8
4-10-8
-10-
-7-
4-6-
Plate
Offsets(X,Y).-.L0-4-
Ed j j ;qnq
&-
LOADING
(p f)
TALL
.0
r SPACING
1-0-0
CSI
DEFL in
(loc)Ild
fl
Ud
PLATES GRIP
(Roof
S now=
Plates Increase
1.15
TC 0.40
a
Vert(LL) -0.10
8.9
>99 9
240
MT20 197/144
T [ L
8.0
Lumber n r a
1.1
BC 0.76
Vert(TL) -.0-16
&9180
B L L
0.0
Rep Stress 1 n r
NO
WB 0.87
H r T L) 0.02
8
n1a
n 1a
E DL
8.0
Code Ire 0 /TPI(Matrix)
Weight: 325 l
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 D1= 1 O F 1.6E
WEBS 2 X 4 SPF StudlStd *Except*
W1 2 X 4 SPF 1650F 1. Er W3 2 X 4 SPF 165,OF 1.5E
W3 2 X 4 SPF 1650F 1.5E3 W1 2 X 4 SPF 1650F 1.5E
OTHERS X 4 SPF Stud/Std
BRACING
TOFF CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied or 5-5-9 o
purlins.
Rigid ceiling d1rectly a,pplied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 11-12,9-11,8-9.
1 Flow at mid pt 1
REACTIONS Ob/size) 8=479510.5-8, 2=-136/13-5-8p 17=-777113-5-81 15=-901113-5-8a 11 =1066511 - -
1 =-1 519/13-5-85 14=5,88/13-5-8916=63113-5-8y 18=21/13-5-8
Ma
= 1/1 -5-
Ma Hort . = I ad case 7)
Max UpIift =- l id case , =-31 load case ),1 =- 7(load case , 15=-1063 I d case
� a
1 =-1 1 (I ad case # 13=-1 lad case ), 1 - 1 a case , '1 =- (Io d case 9)
Max Grav 8=4913(loadease ), =41(load case , 1 = load case 8),15=1 1lad case ,
12=1 (Coad case 3).,13=1 (l ad case ), 14--591 (road case , 16=80(load case ,
1=7(load case 4)
FORCES (i b) - Maximum CompressionlMaximum Tension
TOPCHORD 1-2=0/639 2,3=.91/8317 3.4=-159117573 4-5=-248/2910)5.6=.254129647 6-7=-25511245.r7-8=-6620/612
BOT H RD 2-18=-739/1017 1 -1 =-739/1 1t1 -1 =-739/1 1, 15-16=-73911015 14 1 =4 566/191; 13-14,..1566/191
12-13=-15661191 , 12-35=,l 77/2240, 11-35=-1 7712240,10-11 =-526158597 -10=-526158597
-=-526/58-59
WEBS -17=-88/890, 3-15=-969/1061 4-1 =-127/1340, 4-12=-1 323/142s 5-12---27841257, 6-12=-6256/609,
-11=-564f60923 7-11=-4237/41 , 7-9=-346[38.06
NOTES
1) 2 -ply truss to be connected together with0.1311gX34V Nails as follows;
Top c h ords con netted as fol lows. 2 X 4 - 1 row at 0-9i0 oc.
Bottom chords connected as follows: 2 X 6 -.2 rows at 0.4.0 o,
Wats con netted as fol rows: 2 X 4 - 1 row at 0-9-0 o .
2) All lauds are considered equally applied to all plies, except if noted as front (F) oback face in the LOAD
CASE section. Ply to ply connections have been provided to distribute only loads noted a F or(B),
C 0 H B [R%RpAW6%0 n d i c a t e d -
Job Truss N Truss Type
B
Q393
4 B1G ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric - -
r�
a
Fly
2
W1.
REXJ5PEC#'13 5I12 DG (11D) H
Job Reference f ogtional
6.200 s Feb 11 2005 MiTek Industries, Inc. Tue May 17 08:31!,52 2005 Page 2
MOTES
3) Wird: ASCE 7-98; 0mph; .b= fid; T DL=44 f; BCDL=4. p f; Cate 11; E ' enclosed. _
LCL=1 ..
� a � 'F Lumber ��, L���r DL -1 , plat n*p
4) Truss designed for wind loads in the plane of the truss only. For studs exposed t wind(normal �#Dtal'i� ���� I�T�el "Standard ��� end
5) TOLL: ASCE 7-98; Pf=35.0 p f flat roof snow); Exp ; Fully Exp.
6) Unbalanced snow loads have Leen ns d r d for this design.
7) Th is truss h as been des i gned fo r g renter of m in roof I ive load of 18.0 p f or 1.00 times flat roof load of 35.0 p f on o r � -
with other live loads.
p Iran � �� non -con current
8)
This truss has been designed for a.10.0 p f bottom chord live load non eo n u rr nt with any other l i e loads.
9) Al I p late are 1.5x4 i T 0 un less otherwise i ndicated.
1) Gable studsspaced at 2-0-0 .
11) Provide a hani sl connection (by other) of truss to bearing plate capable f withstanding 4551b uplift Iift at jointi1 lb uplift i
� � fit �er
� nt 2 9271b
uplift of joint 17, 11063 lb uplift at joint 15,1016 Ib uplift at joint 12,1528 lb uplift at joint 13, 50 IIS uplift at joint 14 and 26 lb uplift atjoint
s
1 ) This truss is designed 'in accordance with the 2003 International Residential Code sections R502.1 1.1 and R80110.2 rid referenced .tandrd
ANSI/TPI 1.
1Girder carries tie-in pari(s): 37-9-0 from 13-5-8 to -0-0
14) Uplift for first LC exceeds limit
LOAD CASEP Standard
1) Sn ow- Lu ren her I a re a =1.1 r P late I n r a ,= 1.15
Uniform Loads PI
Vert: 1-5=43, -=4, -5=-, -=-(F=-925)
Job Truss Truss Type
Q3934 C1 I ROOF TRUSS
STOCKMP NEI T -IF, Idaho Falls, ID 83403, Eris.
1
--0-0
-0-0
7-104
7-10-4
Cz nn
15-2-0
7--1
D
Qty Ply REXtSPEC#13 5112 CSG (ID) H
16
I I I Joh Reference (optional
6.200 s Feb 112005 MiTek Industries, Inc. Tua May 17 08:31.-54 00 Page 1
6x8 MT1 8H =.
EA I
--1
7-3-1
30-4-0
7-10-4
32-4-0
Scale = 1:70.1
7 -lo -4
7-10-4
1. 5x4 1 1
a _- -
Plato Offsets, L2:0-2-5,Edge], [ --
LOADING (psQ
T L L 35.0
(Roof Snow=35.10
T,L 8.0
BOLL 0.
B[L 8.0
LUMBER
T F' H RD
BOT HFI
WEBS
PI --
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress 1nr YES
Code IRC2003ITP12002
X 4 SPF 21 OOF 1.8E
4 SPF 1650F I.
4 SPF tud]t[
15-2-0
7-3-12.
CSI
TC 0.91
BC 0.65
WB 0.56
(Matrix)
REACTIONS (Ib/size) 2=172210-3-8, =17 -3-8
Max Hort =-1 14lad case 8)
Max UPlift =-1 80(l ad case , =-1 0(lo d case 8)
Max Grav 2=2098(load case ), =2098 (load case )
7-3-12
1.5x4 11
0
7-10-4
DEFT
in
(loc)
I}def!
Ud
Vert(LL)
-0.17
2-11
X999
240
Vert(TL)
-0.33
2-11
X999
180
Harz(TL)
0.12
fi
n!a
nla
BRACING
TOFF HOOD
BOTCHORD
WEBS
PLATES
MT20
T1 8H
F
Weight: 114 Ib
GIMP
1971144
97/144
Structural wood sheathing directly applied or 2-2-0 c
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at mi ipt 3-1095-1
FORCES (lb) - Maxirnum Compress !on/Maxim um Tension
Top H R 1- =011 0, - =-30491145, - =-18641°149, 4- =-1864/149, - =-3049/1 , -7= /1 0
BOT CHORD -11=-1251251 ,10-1 1=-125[251 , -16=- 41 , 19a - =-24/251 , 6- : -241251
WEBS -11=0/291 T 16=-1 315/139, 4-16=-10/9 4, 16_-1 15/1407 5-8=61291
MOTES
1) Wind: ASCE -198;ph- h= eft; T DL=4. ,p f; B DL.= . p f; Category II; Exp -, enclosed; M FI Interior
zone, Lumber r DOL=1,33 plate grip DOL=1. .
2) T L.L: ASCE 7-98; Pf=35.0 p f (fiat roof snow); Exp - Fully Exp.
3) Unbalanced . n o loads have been considered for ths design.
4 This truss has been designed for greater of min roof live loaf of 18.0 p f or 1.00 times flat roof land of 35.E psf
n overhangs non -concurrent with other live loads.
5) This true has been designed for a 10.0 p f bottom chord live load nonc n current with any other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) Provide h ni t connection (by others) of truss. to bearing late capable of withstanding 180 lb uplift at
joint 2 and 180 lb uplift at joint 6.
8) This true is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and
R802.10.2 and referenced standard ANSVTPI 1.
LOAD CASE(S) Standard
11
tq
0
COMPONENTS -IF, Idaho Falls, ID 834 3, Erle
--0.0
-0-0
15-2-0
Ply I REx1SPEC#13 5112 DG (ID --) --H
1
Job Reference (op
6.200 s Feb 112005 MiTek Industries, In .
4x4
-4-0
15-2-0
i n i
Tue May 17 &31:55 2005 Page 1
320
-0-
al = 1:60.9
��� 31 30 29 28 27 26 25 24 2322 21 20 19 1
Plate Offsets :0-3,0,0,0-1116:0-8-07,0-0-101LOADING (psi
T LL 35.0
(Roof Snow=35.0)
TL 8.0
BOLL 0.0
[L 8.0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
PI -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress In r N
Code IRC2003ITP12002
X 4 SPF 1650F 1.5E
2 X 4 SPF 165OF 1.5E
2 X 4 SPF Stud/Std
CSI
TC 0.60
BC 0.16
WB 0.25
(Matrix)
300
300
TEFL
1 Truss
s
Truss Type
Ildefl
Q3934
C1G
ROOF TRUSS1
e
11
tq
0
COMPONENTS -IF, Idaho Falls, ID 834 3, Erle
--0.0
-0-0
15-2-0
Ply I REx1SPEC#13 5112 DG (ID --) --H
1
Job Reference (op
6.200 s Feb 112005 MiTek Industries, In .
4x4
-4-0
15-2-0
i n i
Tue May 17 &31:55 2005 Page 1
320
-0-
al = 1:60.9
��� 31 30 29 28 27 26 25 24 2322 21 20 19 1
Plate Offsets :0-3,0,0,0-1116:0-8-07,0-0-101LOADING (psi
T LL 35.0
(Roof Snow=35.0)
TL 8.0
BOLL 0.0
[L 8.0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
PI -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress In r N
Code IRC2003ITP12002
X 4 SPF 1650F 1.5E
2 X 4 SPF 165OF 1.5E
2 X 4 SPF Stud/Std
CSI
TC 0.60
BC 0.16
WB 0.25
(Matrix)
300
300
TEFL
in
(Ioc)
Ildefl
LId
Vert(LL)
-0.07
17
n/r
120
Vert(TL)
-0.08
17
nFr
90
Horz(TL)
0.41
16
n{a
nIa
BRACING
TOFF CHORD
BOT CHORD
ELATES
TO
Weight: 140 Ili
7
IIP
197/144
Structural wood sheathing directly applied or 6-0-0 o
purfin .
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ili/size) 2=3961304-0, =186130- - i 26=204/304 -Op 27=204130-4-0128=204130-4-0 =204/30-4-01
=2041310A-0., 31= 17/30-4-07 24=204/30-x-0, 2 3=204/3! 0-4-0, 21=204/30-4-0, 20=204/3 0-4-0)
19=204130 -4 -Op 1 =2 171300� 16=396130-4-0
M
=396130 -4-
'l a H o rz 2=-114(1aad case 8)
Max Upl ift2=-311(load case 7), 2 =- 3(load case 7), 27=-3 load case 7), =-3 (load case. 7),
2 =-3 lad case 7), 30=-51 (load case 7), 31=-12(1 ad case ), 24=2 (load case ),
3= -37 Ioad case 8), 21=-3 (load case ), 20=30(load case , '19==51(load case ),
1 8=4 (l a d case , 1=-'10 2(i a d case )
Max G ra =592(1 o ad case , 2 5 =18 6(lo ad case 1), 26=309 (Ioad case , 2 7=296(l o a d case ,
23=2 load case ), 2 =2 (load case 2), 30=301 (load case , 31 =307load case 2),
24=3 Load case ), 2 3 = 1 o ad case 3), 21=2 I o ad case 3), 20 =296(i oad case 3),
1 9=301(load case ), 1 =307(1 aid case 3), 1 = lad case )
FORCES (lb) - Maxinnum Compression/MaximumTension
T P H ISD 1-2=0/1 1 , -3=-133/ , 3-4=-82161 r 4-5=-76/80,5-6=-781101.T 6-7=-771121, 7-8=-771142, 8-9=-8211 59,
-10=i32JI 54, 10-11=-77/125i 11-1 =-77/ 1, 1. -13=.78159, 1 14=-76/42, 14-1 -8.x''37,1 1 133/58
a 16-17=0/1 1
BOT H RD 2-31 0/1 1 , 30-31 =0[1 1 , -30=0111 , 28-29=011 1 , 27-28=0/1 1� 26-27=0/1 1 , 25-26=0111 ,
.4-25-0/11 � 23-24=011 16, 22-23=011 1 1 1-22=0/1161-20-21 ^0/11 ,19-20=011 1 , 18-19=0/1 1
1-1=0111
WEBS 9-25=41 54/0, 8-26=-276147, 7-27=-265/561 6-28=-265/537 5-29=-268153, 4-30=-253157r -31=- 11/48
10-24=-276/45,11-23=-265/57,12-21=-265153,13-20=-268153, 14-.1 =w 53157,1 -13=-311148
NOTES
1) Wind: ASCE 7- mph h=2 ft T DL=4. p fa L L=4. p fx Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber- DOL=1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the true only. For studs exposed to wind (normal to the face),
OS% Nao01,n"r%66cjard Gable End Deta1lit
Job
Q3934
Truss Truss Type Qty Ply
C1G ROOF TRUSS 1
STOCK PONE TS -IF, Idaho )Falls, ID 83403Y Eric
E
L EX/PE # 1 3 5/12D (ID) H
Jab Reference {optional
6.200 s Feb 112005 MITek Industries, Inc. Tue May 17 0:1:55 2005 Page
MOTES
3) T LL: ASCE 7-9,8-, Pf=35.0 p f (flat roof snow); Exp C, pully Exp.
4) Unbalanced snow loads have been considered for this design,
5) This truss has been designed for greater of min roof live load of 18.0 p f or 1.00 times flat roof load of 35.0 p f on overhangs non -concurrent
with other live loads.
6) This truss has been d si g ned for a 10. 0 psf bottom chord I ive load noncon current with any other line loads.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable requires continuous bottom chord bearing.
9) Gable studs spaced at 2-0-0 oc.
1 Provide meth an i al co n ne do n (by others) of truss to bear! ng plate capable of withstandin 9 81 Ib uplift at joint , 28 1 b uplift at joint 26, 36 Ib
uplift at joint 27, 35 Ib uplift at joint 28, 30 Ib uplift at joint 29, 51 Ib uplift at joint 30,12 Ib uplift at joint 31, 25 1b uplift atjoint 24, 37 lb uplift at
joint 23, 35 lb uplift at joint 21, 30 Ib uplift at joint 20, 51 Ib uplift at joint 19,12 lb uplift at joint 18 and 102 Ib uplift at joint 16.
11This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 . and referenced standard
ANSI/T1 1.
LOAD CASE(S) Standard
F ,
Job
True Truss Type
i ROOF TRUSS
STOCKMFS ESITS-IF, Idaho Falls, ID 834037 Er c
CD
-10-4
7-10-4
6.00 F12
15-2-0
Qty I Ply
E
E
REX/SPEC#13 5112 D (ID) H p�.A
__j.Job f f r n tional
-- °
6.200 s Feb 11 2105 MiT k Industries, Inc. 'Tue May 17 08:31:57 2005 Page 1
6x8 MT18H=
,k]
22-5-12
7-3-12
30-4-0
7-10-4
320
-0-0
Scale = 1:67.7
Plate Dffsets (1{�Y�
LOADING (psi
TELL 35.0
(Roof Snow=35.0)
TDL 8.0
BOLL 0.0
L 8.0
LUMBER
TOP CHORD
BOT CHORD
'REBS
7 -10 -
1:0-2-5,Edge], [5:0-2-5,Edge]
7--1
3x8
--1
3x6
7-10-4
SPACING
2-0-0-
1
L EFL
in
(Ioc)
I1d fl
Ud
PLATES ' IIS
Elates Increase
1.15
TC 0.96
Vert(LL)
-0.25
1-10
>999
240
MT20 197/144
Lumber Increase
1.15
BC 0,89
' rt(TL)
-0,42
1-1
1.80
MT18H 1971144
Rep Stress In r
YES
W13 0'59
Hor t)
0.12
5
n1a
n/a
Code IRC2003rTP12002
(Matrix)
Weight: 111 Ib
X4 SPF 21 OOF 1.8E
X 4 SPF 165OF 1 wE
4 SPF Stu d/Std
FTI l biz) 1=1525/0-3-8,5=1729/0-3-8
Ma
=1525/0--, =1729/0 --
Ma Hort 1,=-12 (load case )
Max UPliftl=- (Io d case ), 5=-1 8 0(load case 8)
Max G rav 1=1 741d case 2), ='load case 3)
BRACING
T F' CHORD Structural wood sheathing directly applied.
BOT H I D Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at m idpt -`fit 4 -
FORCES (lb). - Maximum Compression/Maximum Tension
TOE' H R 1 -2= -3130117272-3=-1879/150,3-4=-18771156,4-5=-3052114675-6=01120
ESOT H ICK 1 -10= -15312601,9-10=-15312601,8-9=-3112521,7-8=-31/25217 =-31/2521
WEBS -1 =01295, 2-9=-1 388/164, 3-9=-1 919427 4-9=-1 16/140, 4-7=01291
NOTES
1 )Wind,- ASCE 7-98; 0mph; h= ft; T DL=4. psf; B DL=4, p f; Category II; Exp ; GricIo ed; MWFRS interior
zone; Lumber COOL=1.33 plate grip [SOL=`i . .
2) TOLL: ASCE 7-98- Pf=35.0 p f (flat roof snow); Exp ; Fully Exp.
3) Unbalanced n r loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 p f or 1.00 tires flat roof load'of 35.0 psf
n overhangs non -concurrent with other live loads.
5) This truss has been design d for a 10.0 p f bottom chord live load nonconcurrent with any other lire loads.
6) All plates are MT20 plates unless otherwise indicated.
7) Provide mechanical con tion, (by others) of truss to bearing palate capable of withstanding 96 ]b uplift at
j of nt 1 and 180 lb uplift at joint 5.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and
R802.10.2 and referenced standard ANSIrIFPI 1
LOAD CASE(5) Standard
Job
Q3934
Truss--��_- -- -� - Truss Type
T
C3 ROOF TRUSS,
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Erle
I
Qty I Ply
1 19
ig
REXlSPEC#93 5112 DG (0) H
I � � � .lQb I�ef�erence �optianalj
6.200 s Feb 112005 MiTek industries, Inc. Tue May
17 08:32:04 2005 Page
5-7-11 10-4-13. 15-2-0 18-8-4 22-2-8 5-10-0 30-4-0 -4-0
5-7-11 4-9-3 4-9-3 3-6-4 -6-4 3-7-8 4-6-0 2-0-a
n
FnnFig'
Scale = 1:64.8
3x10 11 2x4 11 3x4 6x8 = 5x14 MT20H=
8X8 — 1 0X1 0=
2x4 11
8X8
5-7-11 10-4-1 15-2-0 r 18-8-4 -- r 22-2-8 , -10- 30-4-0
5-7-11
4--
a
-6-4
3—-4
3-7-
Plate Off=sets(X,Y): [1:0-`�2_ 11.0-1-81, [1:0-1-0,1-3-�q� � :1-1-11 a0- —P]2 [ 1 1-7� � �!. [11.0-3-8, -5-01 [13_0- - r - -01
LOADING (psi}
TCLL 35.0
(Raaf Snaw=35.0)
TCDL 8.4
BOLL 0.0
BCOL 8.0
SPACING 1-0-0
Plates Increase *1.1
Lumber Increase 1.1
Fp Stress I n r NO
Code 1 03/TPI 0
CSI
TC 0.62
BC 0.80
WB 0.83
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 6 DF 18010E 1.6E
WEBS 2 X 4 SPF Stud/Std *Except*
4 SPF 165OF 1.5E7 W7 2 X 4 SPF 165OF 1.5E
4 SPF 1F 1.5E
SLIDER Left 2 X 4 SPF Stud/ tri 5-2-0,
Right 2 X 4 S P F Stu dltd 3-10-1
REACTIONS (lb1size) 1=239410-3-8,8=4676/0-3-8
Max H orz 1 --(iad case )
Max Hpl iftl =- (load case ), =4 6(l d case 3
Max G rav 1 =2867(load case .), = Io d case 3)
DEFL
in
([oc)
!ldefl
!!d
Vert(LL)
-0.281'!-13
X999
240
Vert(TL)
-0.441't-13
>826
180
Harz(TL)
0.11
8
n!a
nIa
BRACING
TOPCHORD
BOTCHORD
WEBS
A i. ■
PLATES
MT20
T20H
Wei.ght: 352 lb
GRIP
197114-4
1651146
Structural wood sheath in directly applied r 3-1014 oc
purlins.
Rigid veil i rig directly plied or 10-0-0 c bracing.
1 Row at midpt 5-14
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1 -2 = -5 9691432, 2 - 3 =-5 6 041429, 3-4=- 5244142 6, 4-5=-5204/43 =-5204/43 0, 5-6=-8 176/640 � -7=-118 8918909
7-8=-11854/853, 8-9=0/64
BOT CHORD 1 1 - 39415257, 1 -1 -394/5257, 14-1 =-35514950, 14-17-- 1217266:1 1 1Z7 ,
12-13=-743110608,11-12=-743110608, 1 11 =-721110516, 8-1 0= 72111051
'SEES 2-16=-2181, 2-15=-355144, 3-15=011 96, 3-14=469/5714-14-34414429, -14--50911421,
5-13=-425/5462, 6-13--50711381, 11 =-361/52179 -111 =-5013135 -10--236/50
TE
1)2 -ply truss to be connected together with 0.131." 3" Nails as follows:
Top chords connected as follows: 4 - I row at 0-9-0 o .
Bottom chords connected as follows: 2 X rows at 0-4-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0--0 o, Except member 6-112 X 4 - 2 rows at 0--0 o,
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 di tetbute on'ly loads noted a F or (13)1
unless otherwise indicated.
3) Wind: ASCE 7-98; 0rnph; h= 6 ; T IAL=4. p f; B L=4. p f; Category Il; Ela ; enclosed; MWFRS intortor
zone; Lumber [SOL=1.33 plate grip DOL -1,33.
db;A&&§Fr5a7g8qi =35.0 pf (flat roof now); Exp ; Fully Exp.
Job
Q3934
Truss.
Truss Type
ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
NOTES
5) Unbalanced snow loads .have been considered for this design.
6) This truss has been designed for greater of min roof live load of 18.0
with ether live loads.
1
Ply
42
REXISPEC#13 5!12 DG (ID) W
Job Reference o tional
6.200 s Feb 11 2005 MiTek Industries, Inc. Tue May 17 08:32:04 2005
page
p f or 1.00 times flat roof load of 35.0 p f on overhangs non -concurrent
7), This truss has been designed for a 10.0 p f bottom chord live load non con urrent with any other live loads.
8) All plates are T plater unless otherwise indicated.
9) P rovide mechani ai connection others) of truss to earin 9 plate capable of withstandin 205 lb uplift at joint 1 and 4561b a plift at `Dint B.
1 ) This truss is designed in accordance with the 2003 International Residential Code tion 11502.11.1 and 8802.10.2 and referenced standard
ANSI/TPI '1.
11) Girder carries tie-in span(s): 26-0-0 from 18-0-0 to 22-2-8
12) Hanger(s) or ether connection device{s} shall be provided sufficient to support concentrated load(s) 4068 [b down and 268 ib up at
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Snow:- Lu m br I arae=1. 15, Plate I nrea=1.1
Uniform, Loads pif)
'Fart: 1-4=43,4-9=43, 1-1 =a , 1 1-17=-638(1=-630), -11 �_
Concentrated Loads (Ib)
Vert: 11 =-2791 (
22-2-8 on
TA III
ti� F 1 R
T .+
1 r , = 11 n,
+ IN I
J 1
i
I� L i L
IJ
R +�
`y +
* 1a
A
w •1l
■ I
1 � 1
�`
■
it
AN. -
r. +
7
X
06
J 1
■ ■■
he IF M4 4 INC �■ A
L
1
IF
ir
. .
i 14 w
w IN
7 ■ 1 ` 1
# . + Ir &L
Far
a
06 r } -ON
F A p 1
r>i0 06
='
M �I
- F +
be
1� IN ' +
�' ' • ■ ■ ra ,IF
1
pp F ■ 1
�y , 11
IF06
R
r1 1
' IJ
1 :d = ■. 1
111; 9 M
' 1S■1 31, oil EL F ■ ' .
Em 1
i
r P6 r. INC1
III MEN III
1 ., 7 1 + 106 611"i
1
r
�r I ■ w■� Y" w! �I R Z 39 �� a ■ y1
t ' ' III Pill NO F I ■r In
III
111 wF T _ r a rr w
III
_ 7G Ir • ti 11r
jr
ir 10 00 9 1 0 0
or IIII III I. VA
IN IN. VA m III
In 06 1
Ir� i ` 1 1 ■ F� _, � ~ ` '■'' LF77 F '•'• 711 ■ r !■• , ■�� * . ' U.
9F I IF OF jr 0 w 111
Nor L
iii dh :111 Ali
PIK
ri o e 0
I
9 MEN
IF ir 111 .40 1 9 INA oz
IN % z�III Et �M- 0 -
■ MINN. .r * i 1& �i PF T ■ 1 3Fw i
MEN Ni ir 0 MEN sold III III
dw
III 111_ ■ i 7 MEN1r + 9r
IF
MEN ic PW 0. 111 w 16
ANN 1 1 NA I
ir ;t ta m I ... M 1 P si RE
a 1 611 ap I.ML Wid
9. L Fit ,. ; R�141111
_ _ 'If" i ■
111 - �■ ' , tt f 1 � F ■ 06 m 1 7 ` 119111 I ' F
`�■y—■ ■ � ,' . i ! - Ido- : � . M 7 ■ +'1 N
dt% -i 2L LI
L kii. -F *--.
■ a• A IIII■ 11- i
x 916.
P, L bill
N -or
31
++ �■ '�- rig r r� i �'�� L_ M� Ir LR 1 _ __ a ■ tip 1: ■ r■ Y a r
FI MEN
f !� - ■rte kid �r �•1 n r ' ,■ I A 01
1��; L —� 1 R 1 w Li ` 1 "` tl i --w ii IN �rr 1'
IN
-F MW LE d. III NO. -0 111 MEN *L --NL P.
T.
IF 3 Rip
A 06A
i M.' m a ON �� le so
; T ■ 'a I
111%
Ni
ry • L ' 1 r ■ , , ;
0 owl .11 IN
N III
r.
111w. � T -
Y - I �1 y_{ , r_ _ 7 T17 17 T 7 L F - w ■ ! — �* , ■ I f
11
K r R + Dqrip mir 4p I
1 .11 a .9■ Z - 1 ■�p w R1 1i
r }C
IN
1 . 1 W 0., 19 1 J .
06 LI IL INS I
i 4.1
r IN 111
Lido I No
-%o IN r ffirjc� ;iI gpi 91 FF4 ir A ON
El w
dr Q& p
T� * .r — 1 — T T — w■
_ r L_ �1 r I I` `r 'i MEN
, a
F ILL
i pw t
P4i L T1 > W mm %I IN■ ■ _ . R P, r 1
41h I -Amp 11I I IN
IF A. 'i k �& IIII. W1A L "O.P .
■'1F ..i1 LSFIP RE. ,NO �'_ 1 X *+ 9r—■ -�i IN
MEN 51
1& L
F9 -f. ok
r I J - 11 1 AOL III
06 ph. 91 1 0 . ii m Id e- N 111 p
106 i >, 01 06lar
'r 9.�
1 r.-2 BP WIC it
..r
91
FL r 1 P 1
Cl PLIT • F
FN
Eli
■ 1 ' ■ + III
do ' dorIII
ill + ■'� kip ■ AI Q 1- R ti 'ti,1 , ��5 a.1 r
kh
■ ` do Ib
_md I ■
IN im 99 AM
1
IN
ir
LIN I
a 1
i L No ME
06
' Co T. R _ x I I _ Sp
A ` a L 1 ` F;
W11110116- �1 1 _ f �■ -mi. _� 40 111■ !NF Wo * 1.1 i ra f `+ 1 a Nat + IN
Job ` Truss Truss Type
CRI ROOFTRUSS
r UUK UUMPONENTS-IF, Idaho Fall:, ID 83403, Eric
11
-2-9-15 _ 1 -9-11
-9-11
Qty
2
Ply
i
REXISpEG#13 5112 DG (!D) H
Job Reference optional
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32.,04.2005
11-2-4
ME
Page 1
4x%c?l e = 1:27.1
1
5-9-11
Plate Offsets (t):
in
^[4. ,Ede
Ildefl
Lld
PLATS GRIP
Vert(LL)
LOADING (psf)
2-6
x999
T
MT20 1971144
TALL
-0A9
PAI
2-0-0
CSI
(Roof Snow=35.0)
0.02
i Plates Incease ea
1.15
p
TC 0.97
T DL 8.0
Lumber Increase
1.15
Weight: 45 I�
BG 0.62
BOLL 0.0
Rep Stress 1nr
NO G
B 0.86
BC ILsio
N Code Il 00 ITPI 00
(Matrix)
LUMBER
TOP H.
B T H RD
WEBS
DF 240OF 2.OE
X 4 SPF 165OF 1.5E
SPF Stud]Std *Except'
W3 2 X 4 SPF 1 650 F 1.5E
REACTIONS (I b/size) 5=994/Mechanical, =82910-7-1
Max Hort =0(l.oad case )
Max Up1i =-1 lad case ) �1 =- 70 oa d case 5)
Max G ray 5=1221(load case , 2=1 251(load case 2)
I . 5x4 11
D
5X6 =
EFL
in
floc}
Ildefl
Lld
PLATS GRIP
Vert(LL)
0.05
2-6
x999
240
MT20 1971144
Vert(TL)
-0A9
5-6
X999
180 i
Horz{TL}
0.02
5
n!a
nla
Weight: 45 I�
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-9-13
purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bMra ire ,
FORCES (lb) - Maximum CompressionfMaximurn Tension
TOP CHORD 1-7=0/1 1 1 5 2-7=011 1 5-� -1 515/02 =-327/751 041151
BOT CHORD 2-6=-1 05/1 , 5-6=-1 0511325
WEBS -6^[1239, 3 -5=- 12 8419 3
DOTES
1) Wind: ASCE 7-98; 0mph; h= ft; T L= . p f B DL^ . p f; Category 11; Exp # enclosed; MWFRS interior
zone; Lumber L`1.33 plate grip D L=1. .
2) T! LL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This tru.ss has been designed for greater of resin roof live load of 19-8 p f or 1.00 times flat roof load of 35.0 psf
n overhangs non -concurrent with ether live loads.
5) This truss has been designed for a 10.0 p f bottom chord filve load nonconcurrent with any other lige loads.
), Refer to girder(s) for truss to truss connections.
7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Ib uplift at
joint 5 and 137 1b uplift at joint 2.
8) This true is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and
R802.1 and referenced standard ANSI/TPI 1.
9) in the LOAD CASES) section, loads applied to the face of the truss are noted as front F) or back (B)*
LOAD CASE(S) Standard
Continued on page 2
no
Truss
Truss Type
0393 CR1 ROOF TRUSS
`TOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
Qty I Ply
2 1 1
REXISPEC#13 5112 DG (ID) H
I I I Job Ref r n
6.200 s Feb 112005 MiTek Industries, , Inc.
LOAD CASE(S) Standard
1 Snow: Lumber I n reg. �1. 1 5, Flats I n r a x-1.1
Uniform Loads l
Vert; 1-7=-86
Trapezoidal Loads (ply
Vert: 7 =-F=4, B=43) -to -4=-241(F=-77, B`W75 2=-1 (F=7, B=7) -to -5=-45(F=-14, B=-14)
iional)
Tue May 17 08:32:04 20D5 Page
Joh
Q3934
Trus.
D1
Truss Type
ROOF TRUE
STOCK COMPONENTS -IF, 11daho Falls '113 83403
rig
4-11-4
r
I
4-11-4
Moroi
-0_12
Fly
E
REXISPE ##1 3 5112 D (ID) H
Job .a rea pti npl _
6.20.0 s Feb 11 2005M -1 -Tek Industries, Inc. Yue May 17 08:32:05 2005
sx8 II
-0-1
4-11-4
4-
-1d1-
Scale = 1:34.5
LUBE
TOP CHORD R X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 DF 240OF +E
WEBS 2 X 4 SPF 1650F 1.5E *Except*
4 SPF Stud/Std, W2 2 X 4 SPF Stud/ td
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=750210-5.8, 5=7502/0-5-8
Ma
=7502'0-. -
'ia Herz 1= (load case 6)
Max Upliftl=- 0 (load case 7)a =-7 (l d case 8)
Max G rav 1=7579(load case , =` i ad case 3)
13-0-1
-0-1
DFL
in
4-11-4
Ildefl
--0
Vert(LL)
-0.19
7-8
?999
240
Plate'bffset§,
-(X,Y).. LlLQ
5-13 0-2-1?LJ5:0-:�71-3
0-2-12]
180
LOADING
fps
5
n!a
n1a
TALL
HI1�l
'I--
(Roof
Saco=35.0)
Plates Increase
1.15
TC 0.75
T DL
8.0
Lumber Increase
1.15
BC OA73
LL
p Stress 1 n r
0.60
-BCDL
.
Code IRC2003ITP12002
I
(Matrix)
LUBE
TOP CHORD R X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 DF 240OF +E
WEBS 2 X 4 SPF 1650F 1.5E *Except*
4 SPF Stud/Std, W2 2 X 4 SPF Stud/ td
WEDGE
Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std
REACTIONS (lb/size) 1=750210-5.8, 5=7502/0-5-8
Ma
=7502'0-. -
'ia Herz 1= (load case 6)
Max Upliftl=- 0 (load case 7)a =-7 (l d case 8)
Max G rav 1=7579(load case , =` i ad case 3)
13-0-1
-0-1
DFL
in
Voc)
Ildefl
Ud
Vert(LL)
-0.19
7-8
?999
240
Vert(TL)
-0.32
7-8
>658
180
Morz(TL)
0.08
5
n!a
n1a
BRACING
TOP I-[ ISD
BOT HICK
FORCES f) - Maximum mpr s ion/Ma i'mum Tension
TOP CHORD 1-2_-1249011165, - =-8575/817 3-4=-857518174-5=-12490/116
BOT CHORD 1-8=-1 03811 0 x 7-8=-1 038/110697 -7=-1 0151110 ir 5-113=1 015111069
WEBS 2-8=-329136K 2-7=-40361397, 3-7=-692174133 4-7=-40361398m 4-6=-32913660
4- 1
'LTE
MT20
Weight: 164 lb
GRIP
1971144
Structural wood sheathing directly applied or 3-4-9 oc
purlins.
Frigid ceiling directly applied or 10-0-0 bracing.
TE
1) 2 -ply truss to be connected together with 0.131"x3." Nails as follows-
Top
all . -Top chords connected as follows: 2 X 4 - 1 row t 0-9-0 oc.
tt rn chords connected s follows: 2 X 6 - 2 rows at 0-7-0 o .
Webs connected as follows: 2 X 4- 1 row at --0 oc.
2) All loads are considered equally applied to all plies, except if noted as front F or back 13face in the LOAD
GASE(s) section. Ply to ply connections have been provided t distribute on l roads noted F or B
),
unless otherwise indicated.
3) Wird: ASCE 7-98-r 0mph; h=25 t; T L=4. psf E DL=4. f; Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber DO L=1.33 plate ri p .SOL=1 ..
4) T LL.- ASE 7-98; Pf--35.0 psf flat roof n E ; Fully E
5 Unbalanced snow loads have been considered for this design.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconc urr nt with any other lime loads.
Provide7) mechanicalconnection (byothers) of truss to bearing plate capable fwithstanding 705 lb u lift at
■
CopffiVIL&IM R#:�2,j pllft at joint .
w
,fob Truss Truss Type Qty Ply
p
DI ROOF TRU
STOCK COMPONENTS -IF, Idaho h Falls, ID 83403, Eric
REXISPEC#13 5112 DG tlDj H
Job Refr gptinal)
6.200 s Feb 112005 MiTek Industries, Inc. Tua May 17 08:32:05 2005
Page
NOTES
8) This truss is designed in accordance with the 2003 International Residential od sections R502.11.1 and R802.10.2 and referenced standard
ANSI1TPI 1.
9) Girder carries #«-ire pa O: 33-0-0 from 0-0-0 to 18-0-0
LOAD ) Standard
1) Snow: Lumber Increase=1.1 � Plate 1n r =1.1
Uniform Loads p1
'Fart: 1-3=-43, 3-5=-4311-5=-812(F=-804)
Joky _ True True Type F
p Qty Ply
Q3934 DIG ROOF TRUSS
STOCK
1
MPMEI TS -IF, Idaho Falls, ID 83403 Eris
a
.a0-0
-0-0
REXISPEC#13
,l
/1 (ID) H
Jobs Reference(oDtiona!L.
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32:07 20CS
4x4 —
Er
18-0-0
9-0-0 8--
-0-0
Page I
-0-0
Scab = 1:38.4
P I a te Offsets ( aYl-.,--[2:0- - 0 7 0-0-10[10.0 - -0 1 0- -1
LOADING (psfl
TCLL 35.0
(Roof Snow --35.0)
YCDL $,p
BCLL 0.0
6CDL 8.0
LUMBER
TEMP CHORD
BOTCHORD
OTHERS
SI --0
Plates Increase 1.15
Lumber Increase 1.1
Rap Stress Inr NO
Code IRC2003ITP12002
2 X 4 SPF 1 650 F 1.E.
4 SPF 165OF 1.5E
4 SPF Stud/Std
S1
TC 0.60
Bc 0.16
B 0.09
(Matrix)
18-0-0
f : ij
DEFL
in
(loci
ildefl
Lid
Vert(LL)
-0.07
'!'t
nlr
120
Vert(TL)
-0.08
11
nlr
90
Horz(TL)
0,00
70
ala
nla
Flip
TOP CHORD
BOT H RD
PLATES
MT20
Weight: 69 1b
GRIP
197/144
Structural wood sheathing directly applied or 6-0-0 o
purlins..
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS O 2=392/18-0-0,, 10=39211 - - � 15=187118-0-.% 1 =202'1 -0-% 17`210/1 - - 1 1 ='I98/ 1 -0-01
14=202/1 3-0-0; 13=210118-0-0112=1 811 - -
MaxHort =' (load case )
Max Uplift2=10 (1 ad case 7), 10=-1 1 ad case 8), 1 =- load case ), 17=- 3 load case 7),
18=-1 load case , 1 =- (l ad case ),13 - load case 8), 12=1 load case 9)
Max G rav = 88 load case , 10 = 8 (lo d case ), 15=1 8 I ad case 1),1 =3 load case ,
17 =3 (I a d case 2), 18= 7 I oa d case , 1 3 1 ad case ), 1 = 0 I o ad case 3),
1 =load case 3)
FORCES (lb) -Maximum CompressionlMaximurn Tension
T P I I I D 1-2=0/119�2-3=-129/53$3-4=-7916254-5=-7518335-6=-82J!0196-7=-82J9697-8=-75/65,8-9=-79140,
BOTCHORD 1 0/BO, 17--1 -0180, 1 -1 ®01807 1 -1 01802 14-1 -- 1 0,tl -1 -0 "801 1 1 = /BOF 1 1 =01
WEBS -1 -153/0, 5 -1 -280/51 , 4-1 258159, 3-1 8=-2 91143, 7-14=-28 0149, 1 -258159, 12291143
NOTES
1Wind: ASCE 7-98; 0mph; h=2 ft; T L={4.8 f; l3DL 4.8p f, Category If; Exp ; enclosed; MWFRS interior
zone; Lumbar D L=1 .33 plate g rip DOL= 1.33.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed t wird
(normal to the face),
see MiTek IFStandard Gable End Detail"
3) TOLL: ASCE 7-98; Pf--35.0 pf (flat roof now); ,Exp ; Fully Exp.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 18.0 p f or 1.00 times flat roof load of 35.0 pst
on overhangs non -concurrent with other live loads.
6) This truss has been designed for a 10.0 psf bottom chord lime load nonconcurrent with any other live loads.
7) All plates are 1.5x4 f' T 0 unless otherwise indicated..
8) Gable requires continuous bottom chord bearing.
db9M8t8g!b§9gcjed at 2-0.0 o.
Job
Truss - - o Truss Type
DIG FBF TRUSS
STOCK COMPONENTS -IF, Idaho palls, ICS 83403, Eric
OTE
I
b/1 Z D (ID)
Job Reference tontional
6.200 s Feb 112005 M!Tek Industries, I roc. Tue May 17 08:32:07 2005 Page
1Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 1b uplift at joi rpt 2,122 lb uplift atloint 10_, 28 1b
uplift atjoint 16, 53 1b uplift atioint 17, 18 lb uplift at joint 18, 27 Ib uplift at joint 14, 53 Ib uplift atjoint 13 and 18 lb uplift at joint 12.
11) This truss is designed in accordance with the 2003 International Residential Code sections 8502.11.1 and R802.10.2 andreferenced standard
ASI IPI 1.
LOAD CASE(S) Standard
Truss Truss Type
.03934 E1 ROOF TRUSS
STOCK FET -IF, Idaho Fall, ID 83403, Erie
--_0
-o-o
A t 1
s.ao r '12'
-0-
6x6
n
1 -9-1
5-9-10
4x5 =
5-11-6
Qt
11-
Qty I Ply I REXJSPEC#13 5112 DG (ID) H
2 1 Job Reference (option a l
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08-.32,-08 2005 Page 1
101
2--7
1-7-14
1.5x4 11
l 2
F
7--0
Scale = 1:76.9
8-0-0
16
4x5
15 '14
5x14 MT20H=
zx4 I
25-8-7
1
l 2
31-7-14
12
2x4
57--0
11
5x6
Plate Offsets (X,Y): _[2:0-5-1 r - -0]
LOADING (ps�
LL P II 2.0. T 1 EFL in (loc) Ild fl L/d FOLATES RIP
T
LL 35. Elates Increase 1 r 1 T Vert(LL) . 0 -0.52 14-1 1 240 MT20 971144
(RoLura b
TIAL .0 r Increase 1.�I [ �. erf�TL� ��. 14y�i 4 1IT20H 1651146
ALL 0.0
Rep ,stress I n r NO WB 0.57 Horz(TL) 0.19 11 n/a n1aBCDL 8.0 de I i 2 ITE[ 0(Matrix) Weight: 386 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structu r l wond sheathi n q directiv n nn lipri or -11-1
BOT CHORD 2 X 6 DF 180OF 1.6E
WEBS 2 X 4 SPF 1650F 1,5E *Except*
'4 2 X 4 SPFStud/Std, W1 2 X 4 SPF Stu dl td
4 2 X 4 SPFStud/Std, W4 2 X 4 SPF StudIStd
W4 2 X 4 SPF Stud/Std, W4 2 X 4 SPF Studf td
1 .EA TIO (lb/size) 11=471Me lea i al, 2=4554/0- -8
Max Horz 2=162(load case 7
Max UPI iftl1 4 (load case 6), 2=- 4 (l ad cage 7)
Max Gray 1 1= 0 10 d case ), =4554(load case 1
Purlins, except end verticals`
BOTCHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
WEBS I Row at midpt -11
FORCES Ib - Maximum mpr ]-on/ ala imur Tension
TOP CHORD 1-2=0112912-3=-8977/1174,34=-897011186,4-5=-7959/1065Y -' --11603#152 6-T=-10902/ 1
7-8=-1 -0 02J�1399, =-1 0902/1 10-- a
ESOT HOBO -17= -'108917876, 1-�17=-1521 / 11603, 15-1 =-�1 18'12530, "14- I �1 -1 /1 53O, 13-14---1618112530,
12-13=-875168493 8 11-1- 7 r 6849
WEBS 3-17=-222/36% 4-17=-47813697: -17=4338/547, 5-1 -253/1 8809 6-16=1 103/120P 6-14--1 1"i 235,
-13=-19371261i
1 - /93712161 i7-13=-39114079-13=-6241482119-1 ,-183/132 7 3 9-11 --799 0/1022 .
NOTES
1) 2 -ply truss to be connected together with 0.131 i'xY Nails as follows:
Top chords connected as follows: 2 X 4 - I row at 0i9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0, o ,
Webs connected as follows- 2 X 4 - 1 roar at 0-9-0 o .
2) All loads are considered equally applied to all plies, except if noted as front F) or bac B face in the LOAD
CASE(S) section, Ply to FIS ce n neetio res have been provided to distribute only loads noted a F) or(B),
unless otherwise indicated.
3) Wind: ASCE 7-98; 0mph; h=2 ; T DL= -4. p f; B DL=4. F f; Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber DOL=1.33 plate grip DOL=1.33.
4 TOLL: ASCE 7-98; Ef=35,0 p 1` (flat roof snow); Exp ; Fully Exp.; L= 45-0-0
loads
-0-
loads have been considered for this design.
Job
Truss Truss Type
E1
IF TRUSS
STOCK CK COMF ENT -IF, Idaho Falls, ID 83403, Eric
Qfy Ply REX/SPEC#13 5112 DG [ID] H
21 1
Job Reference (oz)tianal]
6.200 s Fels 112005 M!Tek Industries, Inc. Tue May 17 08:32:08 2005 Fuge
NOTES
6) This truss has been designed for greaten of min roof lire load of 20.0 psfair 1.00 times flat roof load of 35.0f on overhangs
with ether I ire 1 cads.
�non-concurrent
7) Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 pf bottom chord live load noncon urr nt with any
other live loads.
9) All plates are MT20 plates unless otherwise indicated.
1Refer to girders) for truss to truss conn ections.
11) Provide mechanical n na tion (by others) of truss to bearing plate capable of'withstanding 649 lb uplift at • �t 11 and 4 1
� J �' b uplift at joint 2.
1 This truss is designed in accordance with the 2003 Intemational Residential Cade sections R502.1 1 1.1 and R802.10.2 and referenced tandard
ANSITTPI 1 •
1) Girder carries hip end with 0,0-0 right side setback, 8-0-0 left side setback, and 8-0-0 end setback.
1 Han r( r other connection device(s) shall be provided sufficient to support concentrated load 884 Ib down and 148 l
bottom, chord. The design/selection of such connection device(s) is the responsibility of others,
LOAD CASE(S) Standard
1 now: Darn ber I n r ase=1.1 5, Plate I nc re e=1.1
Uniform Loads(Plf)
Ve r -t: 1-4=- 8 6, 4-10=- (F=4 ), �1 =-1 1 11-17=- (F=-190
Concentrated Leads (lb)
Vert: 17=-884(F)
-0- n
Job
Truss
E10
Tru Tp
ssye
ROOF TRUSS
T IIP1
TENT I M
d a h Falls, ICS 83403, Eric
I
CD
&7
{ Qty Ply REX/ E 1 5112 D (11)) H
4 1 1
_—���._ I !,Job Reference (optional).
.200 Feb 112005 MiT k industries, Inc- Tue May 17 08--32:09 2005
Page 1
- -1-13 -1-1 _1-i 6-1-13 6-8- -0-0
Scale = 1:80.2
6.00
OA 14
W
4x4 i
15 14
13
3x8 =
iyj
U6=
11
9-9- 19-9-9 28-2-12 32-9-4 8-0-0
9-9-4
Plate Offsets (X Y)" [1:0- - , d ] [�-.0-4- o-2-§1
-
--1
LOADING (psf�
SPACING
2-0-0
CSI
aEFL
in
{lac}
11defl
Ud
PLATES GRIP
TCLL 35.0
Plates Increase
1.15
TC 0.91
Vert(LL)
-0.28
1,16
X999
240
MT20 1971144
(Raaf 5now=35A)
Lumber Increase
1.15
BC 0.85
Vert(TL)
-0.57
1-16
X887
980
TCDL $'0BCLL
Rep Stress Incr
YDS
WB 0.80
Horz{TL}
0.91
11
n!a
nla
0.0
Code IRC2003fTP32002
(Matrix)
Weight: 154 Ib
gCOL $.0
I
LUMBER
TOP HFC
BOT CHORD
WEBS
4 SPF 165OF 1.5E *Except'
T3 2 X 4 SPF 210OF 1.8E
X 4 SPF 1650F 1.5E
4 SPF StudIStd
REACTIONS (lb/size) 1=1588/Mechanical, 11=2442/0-5-
MaxHort I=-14 load case 8)
Max U pl ftl =-11 (l ad case ),11=-231(load case 8)
Max G rav I - 1 (l a d case , 11 =3112(load case )
B1ZAII
TOP CHORD
BOT CHORD
WEBS
Structural wood sheathing directly applied.
Frigid ceiling directly applied or 5-6-14 oc bracing.
1 Rove at raid pt 4-1416-14y 6-12y 8-11
FORCES (1b) - Maximum Compression/Maximum Tension
TOP H RD 1- =-382 ''227, - =- 1111 , - 2876121 ; 4- =-"180511 4, - =--164711 , - =-109111057
7- -1 15018138-9 =-2 6911857 3 01127
BOTCHORD 1-1 =-230/3235, 1 -16 11212348, 14-1 =-11212348,13-14=-911261, 12-1 =- /1261,11-1 =-207/293}
-11=-14 31323
WEBS 2-16=-77111551 4-16=-26/82314-14=-1315/175i 5-14=-54/9087 6-14=-239126231 6-12=-94311121
X12,
-1 =-3811 .1 , -11=-32471291
NOTES
1) Wind. ASCE 7-98; 90mph,, h= ft; T DL=4. p f; B DL=4. p fx Category 11; Exp ; enclosed-, MWFRS interior
zone; Lumber DOL -1.33 plate grip DOL -1:33.
2) T LL ASCE 7-98; Pf=35.0 pM f (flat roof snow); Exp ; Fully Exp.; L= 45-0-0
3) Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater of min roof live load of 18.0 p f or 1.00 t yes flat roof road of 35.0 psf
n overhangs non -concurrent with other live lDuds.
5) This truss has been -designed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads.
Refer to 1rder s for truss to truss connections.
7) Provide mechanical connection (by othrs) of truss to bearing platia capable of withstanding 113 Ib uplift at
joint I and 231 1b uplift at joint y11.
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 and
R802.10.2 and referenced standard ANSIFTPI 1.
LOAD CASE{S} Standard
Job " T Truss Type e�. Ply FEX/F'E13 5112 D I H
a
9 4
Ell
ROOFTRUSS
I UUK UUMP IEN I -IFF Idaho Falls, IDM 83403, Eric
I
I
CD
-2-0.0
2-0-0
6--5
12-10-3
6-1-1
2-1D-
6-1-1
19-0-0
6-1-13
E
1
I I Job Reference o
6.200 s Feb 11 2005 MiT k Industries, Inc.
5x8 =
25-1-1
ional)
Tui May 17 08:32:1020U5 Page 1
-o-O
0-0
-1-1 1-1 6-8-5 2-0-0
Scale = 1;82.4
1
4x4
1
3x6 i
15 14
3X6
3X8 i
i
1
4x6
12
%EFAIL ThEw -q%
9-9.4
19-0-0
28-2-12
2--4138-0-0
Ud
Vert(LL)
-0.20
'IZ
X999
240
Vert(TL)
9-9-4
9-2-12
9-2-12
4-&8
5-2-12
.-Plate Offsets (X,Y): [2:0-4-82Edgqjjj10:0-4-63q-Z-8
LOADING (psi
T LL 35.0
(Roof Snow=35.0)
TL 8.0
E LL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress lnr YES
Code IRC2003fTP12002
CSI
TC 9.82
SC 9.67
B 0.84
(Matrix)
aEFL
in
(loc)
Ildef!
Ud
Vert(LL)
-0.20
'IZ
X999
240
Vert(TL)
-0.43
2-17
a914
1$0
Horz(TL)
0.12
12
nla
nJa
LUMBER BRACING
TOFF CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP HOOD
TI 2 X 4 SPF 210OF 1.8E1 T1 2 X 4 SPF 219OF 1.8E.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD
WEBS 4 SPF Stu d/Std WEBS
FETID I lie 2=1 92J-- F 1 =243510-5-8
Max Her2=1 1'ad case 7)
Max UpI ift =-1 99(1 ad case 7), 12=-231 (lcase 8)
Max G rav 2=25 9 load ease ), 1 2= 3 223(load case 3)
PLATES
MT29
T1 8H
Weight: 157 1b
RIP
1971144
197/144
Structural wood sheathing directly applied or 3-1-0 o
purlins.
Rigid ceiling directly applied or 5-6-15 oc bracing.
1 Row at r id t 5-150 7-15, 7-13, 9-1
FORCES (I) - Maximum Compression/Maximum Compression/MaximumTension
TOPCHORD 1-2 01129, 2-3=-394411997 3-4=-3305/1613 4-5=-29491185, 5-6=-1 880/15% -7=-1 7061173,
7-8=-1127/10118-9=-1186/7719-10=-269/1856, 19-11=01127
EST CHORD 2-17=-,l 99/33179 16-17=-1 001 4 y 15-16=-1 00/24367 14-15=-511303113-14=-511303,12-13=-21013099
10-12=-14611323
'REBS 3-17=-7781140, 5'117_- 51799, 5-15=-1364/166, 6-15=-51193811 7-15=-189/27% 7-13=-1007/1121
9_13=-37/13K 9-12=-3367/290
MOTES
+1 Wind: ASCE 7-98; 90mph; h= ft T I L . f B DL=e4. p f Category 11 Exp a enclosed, MWFRS interior
zeas; Lumber DOL=1.33 plate grip LC L=1. .
2 TOLL: ASCE 7-98; Pf--35.0 p f (flat roof snow); Exp , Fully Exp,.L L= -0-
3) Unbalanced snow loads have been considered for this design.
4) This tales has been designed for greater of resin roof lave load of 18.0 f or 1.00 times flat roof load of 35.0 p f
on overhangs non -concurrent with other live loads.
5) This truss. has been designed fog- a 10.0 p f bottom chord live load non encu rr nt with any other live l ad .
.) All plates are MT20 plates unless otherwise indicated.
7 Provide mechanical connection b others) of truss to bearing plate apa l f withstanding 199 Ib uplift at
joint 2 a nd 231 1 b u pal ift at joi nt 12.
8) Th is truss is des i g n ed i n acro rd an ce with th a 2003 Int rnat o nal Maxide retial Code sections x.502.11.1 and
R802.10.2 and referenced standard ANSITTPI 1
LOAD CASE(S) Standard
Job
I` r
Truss
E1
runs Type
ROOFTRUSS
STOCK QC PONE 1T -IF, Idaho Falls, ID 83403, Eric
1
-2.0.0
0
-8-
1-10-
1
6.aa F1 z
19-0-0
6-1-13
0
Qty Ply REXISPEC#13 5112 DG (iD) H
6 I �1
Job Reference (optional) _
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:324-12 2005 Page
5x6 —
-1-13
-0-0
6-8-5
Scale = 7: 80.2
0
%PA 14 ww-
1
4x4
Plate Offsets. (X : [2:0-2-5rEgg 0-1-11 Edgel
LOADING (ps� TALL �Il�l -�-
Plates Increase 1.1
(Roof Snow=35.0) Lumber Increase 1.15
6
TCDL 8.0 Stress Inc r
ALL �" E
BCDL 8.0
GCode IRC2003f-FP[2002
U6= 3
4xB
19-0-0 g 7--4
--1
8-9-4
11
38-0-0
-10-2-12
LUMBER
TOP CHORD
BOT + H RD
"REBS
X 4 SPF 165OF 1.5E *E ept"r
T3 2 X 4 SPF 21 OO F 1.8E
X 4 SPF 165OF 1.5E
4 SPF Stud/Std
+cs1
Tc 0.93
E3C 0.61
uvs 0.90
(Matrix)
REACTIONS(lb/size) 2=141610- - ,11=2634/0-5-8
Ma
1= 34/0- -
Ia Hort 2=147(load case 7)
Max Uplift =1 91(load case 7), 11=-I 7 Io d case 8)
Max rav = (load case 2),11 ^ .51 a case 3
TEFL
in
(Ioc)
Ildefl
Ud
Vert(LL)
-0.17
2-15
X999
214
Vert(TL)
-0.52
10-11
X237
90
Horz(Ti.)
0.08
11
nfa
nla
BRACING
TOP CHORD
BOT CHORD
WEBS
PLATES
MT20
Weight: 151 Ib
GRIP
1971144
Structural wood sheathing directly applied or 2-2-0 oc
puffins.
Rigid ceiling directly applied or 6-0-0 inn.
1 Row at mi pt 5-131 -13y -11
FORCES (1b) - Maximum Compression/Maximum Tension
TOP CHORD 1- =011 , - =-3320/1 17 -4=-2679/14 , 4- =-232211 7, - =-12381143, -7=-102611 7
7-8=-48/1 849, -9 =-7211 514, 9 -10=-411+11
.SOT CHORD 2-15=-196/2762,114-15=-9811872,13-14=-98/1872,12-13=-515/2457 11-12z--515/245, 10-11=-821/72
EBS 3-15=-784/140,5-15=-3/8123 5-13=-13841165,6-13=-3311428) 7-13=2J10473 7-11=-2614/157Y
-11 91411 66
NOTES
1) Wind: ASCE 7-98; 90mph; h= ; T DL=4. psfx DL= . p f; Category [I; Exp ; enclosed; MWFRS int dor
zone; Lumber DOL=1.33 plate grip COOL=1.33.
2) TOLL: ASCE 7-98; Pf--35.0 F f (flat roof snow); .Exp ; Fully Epp.; L= 45-0-0
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 p f or 1 .00 times flat roof load of} f
p
on overhangs non -concurrent with other live loads.
5) Th is truss h as been des ig n d for a 10.0 p f bottom chord live load no n con current with any other lire loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 ib uplift at
joint 2 and 167 lb uplift .at joint 11.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and
8802.10.2 and referenced standard AIS IITPI 1.
LQAp CASE(S� Standard
Job Truss
Q3g34 E'13
Truss Type qfy
aooF rRuss I a
STOCK COMPONENTS -IF, Idaho Falls, I 83403, Eric
i
CD
_ -r
1-9
18-0-0
Ply I REXISPEC#13 5112 DG (ID) H
I
Job Iferrr optional
6.200 s Feb 112005 I iTe Industries, Inc. Tue May 17 08:32:1 2005
O -Q 25-9-13
1
6x8 =
6.00 FT2
U1wiirl.
0X 'l L
9--
16 151413
4x4 3x6
8X8
-0-0
Plate Offsets X : 12:0- 2-5 7 E d g al , [6:0-4-10, E d g[7:0-5-0 0-1-7], [11: -1-1 d ]
L DIN °(p
TOLL 35..0
(Reef Snow= -0
TDL 8.0
SLL 0.
BL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPACING 2-0-0
Plates Increase 1.1 5
Lumber Inr a 1.15
Fp Stress Inr YES
Code IRC2003/TP12002
X 4 SPF 165OF 1.5E
X 4 SPF 1OF 1.5E
X 4 SPF Stud/Std
REACTIONS (Ibisize) 2=141610-5-8,12=2634/0-5-8
M
=141 10-5-8,1 =2634/0-5-
Horrz=141(Ioad case 7
Max plift=4(11oa case ), 1=-1Ioa case 8)
Max Gray = (load case ), 1 = (load cage 3)
1
6x6 �
7--4
7--4
10-2-12
DFL
in
(Ioc)
Ilctefl
Ud
Vert(LL)
-0.17
15-16
>999
240
Vert(TL)
-0.52
11-72
X235
90
Harz(TL)
0.08
12
nfa
nJa
BRACING
TOP HOD
BOT CHORD
WEBS
11
5x6 =
Page 1
Scale. 1/8".V
00
N
PLATES
MT20
a
Weight: 1 1b
IP
1971144
Structural wood sheathing directly applied.
Frigid ceiling directly applied or .0-0 oc bmcing.
1 Flow at midpt 5-15) -1 , 7-131 8-'
FORCES Ih) - Maximum Compress io n/Maximurn Tension
TOPCHORD 1-2=01130,2-3=-3447/17 a - :=- l/l4 l - =-265411631 -6=-1 flY 6-7=-11791159;
7-8=-1022/142,8-9=-54/1829,9-10=-77/1511, 10-11=-3711099
BOT H F D 2-16=-188/28W 15-16=-98/2047Y 14-1 =-8191 , -14=-8/91 ,1 -1 =-676!17 ,11-1 =-787167
WEBS 3-16=-734/1315 -1 =O , -1 -12801153,6-15=-102/105,7-15=-74/115717-13=-904/33I
-1 =-1/ 1278, 8-1 �-26 741160, 10-1 911159
COTES
1 Wind: ASCE 7- 90mph; h= fit T 'DL=4. p f; E DL= . p f Category 11; Exp ; enclosed; MWFRS, interior
zone- Lumber COOL=1.33 plate grip D L=1. .
2) TOLL: ASCE 7-98: P'f-35.0 psf (flat roof snow); Exp ; Full Exp-- L= 45-0-0
3) Unbalanced snow leads have been considered for this design.
4) This truss has been designed for greater of min, roof live Iced of 1.0 p f or 1.00 times flat roof load of 35.Ef
p
on overhangs non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 Ib uplift at
joint 2 and 162 1b uplift at joint 12.
8) This truss is designed ned 1n a cord nc;�! with the 2003 International Residential Code sections R502.1 1.1 and
R802.10.2 and referenced tanda-r ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Q3934
Truss
E14
Truss Type
)GOOF TRUSS
,NOCK COMPONENTS -IF, Idaho Fails, ID 83403, Eric
CD
,City Ply REXJSPEC#13 5112 DG (iD) H
e i Job Reference optional
6.200 s Feb 112005 MjT k Industn'es, Inc. Tue May 17 08:32:15 2005 Page 1
-
5A2 M1120-
s 7
- 0
5-4-10
Scale = 1:77.4
■ 8
8--4
1
3x4
15
4x8 =
-ID-0
14 1
-
5x6 =
L7n-4
1
5x6
-7-
11
-0-0
8-3-4 7-8-12 -0-0 5-9-4 4-10- 5-4-10 qPM1
Folate Offsets (X� ) . r2:0- 11, Ed q el, r 6 . 0-4- 0 0-1-1 7:0 6,0,0-0-1 r1 , 0,2.101 0.1 -
LOADING
5-8-5
lac)
16-0-0
0-0
27-9-4
7-6
-0-0
-8-5
-1-1
-1-1
-0-0
5-9-4
-10-
5A2 M1120-
s 7
- 0
5-4-10
Scale = 1:77.4
■ 8
8--4
1
3x4
15
4x8 =
-ID-0
14 1
-
5x6 =
L7n-4
1
5x6
-7-
11
-0-0
8-3-4 7-8-12 -0-0 5-9-4 4-10- 5-4-10 qPM1
Folate Offsets (X� ) . r2:0- 11, Ed q el, r 6 . 0-4- 0 0-1-1 7:0 6,0,0-0-1 r1 , 0,2.101 0.1 -
LOADING
p
lac)
Ildefl
T LL
.
FSI
- -�
(Roof � �=.{�
flat Increase
1.15
`TSL
8.0
Luer Increase
� .�
ALL
0.06
p tri I nr
E
�L
.�
.0
Irl If003ITP10
LUMBER
TOP CHORD 2 X4 DF 240OF 2.0E
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std `Except*
W6 2 X4 SPF1 F1.5E
CSI
TC 0.46
BC 0.47
W6 0.97
(Matrix)
REACTIONS Ob/sIze) 2=14'[610-5-8, 12=2fi3410-5-8
Max Hon 2=130(IQad case 7)
Max Uplifts= -'f 84(load ease 7), '12=-149(load case 8)
Max Gray 2=1903([oaci case 2}, 12=2868(load case 3)
❑EFL
in
lac)
Ildefl
Ltd
Vert(LL)
-0.12
15-16
X999
240
Vert(TL)
-0-22
15-16
X999
180
HQrz(TL)
0.06
12
nla
n!a
BRACING
TOP CHORD
BOT CHORD
WEBS
PLATES
MT20
'l1120
Weight: 174 Ib
GRIP
1971144
1971144
Structural wood sheathing directly applied or 4-6-15 o
purlins.
Rigid id ceiling directly applied or 6-0-0 c bracing,
I Row at midpt 7-13r -1
FORCES (lb) - Maximum Compressio�1l" '�Aa mum Tension
TOP CHORD 1-2=0/1023 2-3=-289411605 3-4=-24771136, 4-5=-2345/152,5-6=-1558/140y 6-7=12951151
7-8=-766112458-9=-68114%.1083 9-10=-52/762
BOT CHORD 2-16=-168/2436,15-16=-S6/18685 14-15=-4317023 13-14=43[702112-13=-12351165Y 1 -1 -545/75,
10-11 :!-545/75
WEBS 1 6=49311 , 5 -1 6=(]x1537, 1 =-84911 4, 1 5=-1 8 711 1, 7-1 =-631972, 7-13 =-I 09 7/59,
-1 ,411757, 8-12=-2397/1 4� 9-12=-7931104, -11=011 95
NOTES
1 Wind ASCE 7-98; 0 p h; h= ft; T D L=4. p f; ISL=4. p f; Category 11; Exp ; enclosed; MWIFRS interior
zone; Lumber DOL=133 plate grip DOL -1.33.
2) TC LL: ASC E 7-98; Pf--35.0 p f (flat roof now); Exp ; Sheltered
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of miry roof live load of 18.0 p f or 1.00 times flat roof road of 35.0 psf
on overhangs non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 p f bottom chord live load no noon u rr nt with any other live loads.
7) All plates are MT20 plates unless otherwise indicated.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at
joint 2 and 149 Ib uplift .at joint 12.
9) This tares is designed in accordance with the 2,003 International Residential Code sections R502.1 1.1 rid
coR@Rgeld -e3tfi!pr n cod standard 'rJ IfTP11.
00
i
co
Job Truss' Truss Type
r
Q3934 E14 !ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
LOAD CASE(S) Standard
Qty Ply REX15PEC#13 5112 DG (I D) N
1 1
6:200 s Feb 112005 MMT k Industries, Inc. Tue May 17 08:32:15 2005 Fuge
.foh
Truss
Truss Type Qty Ply REXISPEC#13 5112 DG (ID) H
Q3934
E15
ROOFTRUSS 1 1 4
-0-13
2-16
Job Reference (optional)
STOCK P ENTS-IF, Idaho Falls, ID 83403, Enc
II I
co
-2-0-0
-3-
1 4-0-0
0-10-1
-0-0 7--4 --12 6-10-10
6x8 M11201
6.200 s Feb 112005 M[Tek Industries, Inc. Tue May 17 08:32:16 2005 Page I
48 =
27--4
6-10-10
--1
4-11-10
1.5x4 II
3x6 =
=
38-04)
--
Scale = 1 :77.4
3x4 11
4;nnf 17, 4 5 6 7 8 9
I
15 14 13 12 11 1
7-
6-8-12
4x8
Plate Offsets ,` ): L2:0-2-2,Edge], [4:0-4-1 0,Edgel -
LOADING (psfl
TOLL 35.0
(Roof Snow --35.0)
TIL 8.0
BLL 0.
BCDL 8.0
LUMBER
TOP CHORD
OT CHORD
WEIBS
SPACING --
Plates Increase 1.1
Lumber Increase 1.1
Imp Stress I nr YES
Code IRC2003fTP12002
4 SPF 165OF 1.5E
.2 X 4 SPF 165OF 1,5E
2 X 4 SPF StudlStd
6-10-10
CSl
TC 0.93
BC 0.53
UVB 0.96
(Matrix)
REACTIONS (IIS/size) 2=142210-5-8,12=2613/0-5-8
Ma
.=142210-5- ,1 =261 / - -
Ma Harz 2=247 (land case )
Max plift2=-1 61(load case 7), 1 =-241(Ioad ease )
Max Grav =17(lo d case 2), 12=2 27 load ease 3)
1.5x4 41
-10-1
4x8_ 1. 5x4 11
4-11-10
DEFT
in
(loc)
Vdefl
EJd
Vert(LL)
-0-13
2-16
>999
240
Vert(TL)
-0.23
2-16
X999
180
Hon(TL)
0A7
12
n1a
n!a
1111009 .n���
BOTCHORD
WEBS
-.
PLATES
MT20
M1120
Weight: 181 1b
00
GRIP
197/144
1971144
Structural wood sheathIng directly applied or 2-2-0 oc
purlins, except end verticals.
Rigid ceiling directly applied or --0 oc bracing.
I Row at m 1dpt -1 Qr 3-151 -121 -1
FORCES Ib) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=011 217 2.3=-2696/96, -4=-1 571,x88, 4-5=-1 2181113, 5-6=-671876, =-671876, -7=-671876, 7-8=-671876,
- =-22'2, -10=-2 5714 +� �y �j �'y � �j �y
BOT HORD 1 1 ■ 7 0�J7 1 -1 6=- 1 7i 2087 1 4-1 5=- 11592 1 -1 -'51 /5923 1 2-1 =-511592.2 i 1 -1 .=-20311
101-11 =-2 115
'REBS 3-16=01261, -1 =-1134/1229 4-11 =9711 , -1 =-851877! 5-13=0/258, 5-12=-41 75511 , 6-12=-6501114
-1 --1154/8 9, 8 -'11- 0/1 , -10= 29/378
NOTES
1) Wind: ASCE 7-98; mph; h= 5ft; T DL=4. pSf; B C L=4. pSf; Category II; Exp ; enclosed; FI FES interior
zone; Lumber D L=1.33 plate grip DOL=t . .
2.) TC LL: ASCE 7- ; P �= 3 5. 0 P sf (flat roof s n ow); Exp ; Fu Ily Exp.; L= -0-
3) Unbalanced snow loads have been considered for this design.
4) This truss hes been designed for greater of min roof live load of 20.0 psf or 1.00 tires flat roof load of 35.0 p f
n overhangs ion -concurrent with other live loads.
5) Provide adequate drain!ge to prevent grater ponding.
6) Th is truss has been designed for a 10. 0 p sf bottom chord Byre load non oneurrent with any other live loads.
7) x.11 plates are MT20 plates unless ther ise indicated.
8) Provide Mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at
joint 2 and 241 lb uplift at joint 12.
9) This true is designed in accordance with the 2003 'International Residential Code sections 8502A 1.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD casE(s) Standard
Job
Tz
j Truss Type
Q3934 E l u !ROOFTRUSS
X
STOCK COMPONENTS -IF, Idaho Falls, IL. 83403, Eric
! 1 I
Qty {Ply
REXISPEC#13 5112 DG (11)) H
� I I Job Referenr.� tai
6.240 s Feb 112005 hllkTek Industries, Inc.
ional
Tu day V 08:3217 2005 Page
1-2-0-0
- -4
12-0-0
1 -4-4
24-10-4
31-4-4
-0-0
-0.0
6-3-4
5-8-12
-4-4
6-6-0
6-6-0
-7-1
5x12 = 3x8 =
3x8 = 1. 5x4 3x6 =
Scale = 1:77.4
3x8 11
6.00 4 R 6 2 $ 9
U5 16 15 14 13 12 11 1
- -4
12-0-0
Qty
-0-
3x8
1.5x4 11
24-10-4
3x8
1-4-4
1.5x4 11
38-0-0
Continue
-0 -
REACTIONS Oblsize) 2=499128-0-07 1 =564/28- -,0a 1 =715/28-0- , 14=480128-0TO,
12_1 178128-0-0
MaxHorz 2= 1 0cad case
Max UPIi '1 =- Ioad case , =-7 to d cage 7), 1 =- 7(1oad case ), 1 =- load case 6),
1 =- 6(load case ),1 =-1 30(load case 6)
Max Grav 1 _75 I ad cage ), 2=746(load case ).,16= 4 10 d case ), 1 =7'I (load case 1),
14=lad case , 1=14g1d case 3)
FORCES 1b) - Maximum Compression/Maximum Tension
TOP H CS 1-2=0111 p - =- 1 / , -4=-1 111 14-5=-5121, - =- /9l , - = 71 "1, 7- =-7/ 1, - =- 2J4
9-1 0=- S.7
BOT H R[ -'1 _-57i �, 11 1 -1 _-57191, 14-'1 =-26/93, 1 -14=-26/93, 1 -1 =-26193,11-1 =-35/452, 1 0-1 1=-351452
WEEDS 3-16::--72,, ..; t 119 x 3 -15 =-139145, 4-1 5=-516/9 9 p -1 =-12411 , -14= - /90, -1 =-248/43, -1 =-7 001123
,8-12=-7'3V,/56'-', 8-1,1%=10124518-10=-541/42
NOTES
1) Wi nd: ASC E 7-98; 90 r T , � [i r -t TC DL=4. p f; E DL=4. p f; Category 11; Exp ; encl o d; MWFRS interior
zone; Lumber DOL=1.333 plate ---rip DOL= . .
) T LL: ASCE 7-98; Pf--35.0 p f (flat roof snow); Exp Fully Exp.; L= -0-
3) Hnbalanced snow Ioa,C1#s have been considered for this design.
4). This true has beend, --61gned for greater of min roof live load of 20.0 p f or 1.66 tires flat roof load of 35.0 psf
n overhangs nor -cC.. _ .. urr�n L other live loads.
5)
rid aiva# C1 trtwater r�dirg
6) This true has been 6 t . iq n d f r a 10.0 p f bottom chord I've load nonconcurrent with any other live loads.
7) Defer to irder( � for L. uss to tr,Jss connections.
Continued on page
12: 0-13-10.0-2-0],4: -
, - ml 51
Plate Offsets
(X,Y).
LOADING (psi
SPACING"
-0-0
CS1
DEFL
in (1o) lld fl
L}d
PLATES GRIP
TOLL
35.E
Increase
1.1
0.72
. '1 999
4 TO 1 971144dates
(Roof Snow=35.0)
.urr b r I n c reale
1.1
k 0.23
' rt TLS
0. �1 g
180
T L
StressRep 1 n r
YES
WB 0.52
H or (TL)
0.01 10 rr/a
rr/a
BOLL
0.0a
ode 11 2003/T P1 0
(Matrix)
We172 Ib
DL
8.0
LidMEES.
BRACING
TOP CHORD
2 X 4
SPS %-;50F i . E
TOE' CHORD
Structural wood
sheathing directly p li d r-0-0 oc
T H[
p � � F
pu rli res, except
rid verticals.
*Except*
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
W6 2
X 4 SPF 165OF 1.5E
WEBS
I Row at m id t
5-15 , 5-121 8-121 -1
REACTIONS Oblsize) 2=499128-0-07 1 =564/28- -,0a 1 =715/28-0- , 14=480128-0TO,
12_1 178128-0-0
MaxHorz 2= 1 0cad case
Max UPIi '1 =- Ioad case , =-7 to d cage 7), 1 =- 7(1oad case ), 1 =- load case 6),
1 =- 6(load case ),1 =-1 30(load case 6)
Max Grav 1 _75 I ad cage ), 2=746(load case ).,16= 4 10 d case ), 1 =7'I (load case 1),
14=lad case , 1=14g1d case 3)
FORCES 1b) - Maximum Compression/Maximum Tension
TOP H CS 1-2=0111 p - =- 1 / , -4=-1 111 14-5=-5121, - =- /9l , - = 71 "1, 7- =-7/ 1, - =- 2J4
9-1 0=- S.7
BOT H R[ -'1 _-57i �, 11 1 -1 _-57191, 14-'1 =-26/93, 1 -14=-26/93, 1 -1 =-26193,11-1 =-35/452, 1 0-1 1=-351452
WEEDS 3-16::--72,, ..; t 119 x 3 -15 =-139145, 4-1 5=-516/9 9 p -1 =-12411 , -14= - /90, -1 =-248/43, -1 =-7 001123
,8-12=-7'3V,/56'-', 8-1,1%=10124518-10=-541/42
NOTES
1) Wi nd: ASC E 7-98; 90 r T , � [i r -t TC DL=4. p f; E DL=4. p f; Category 11; Exp ; encl o d; MWFRS interior
zone; Lumber DOL=1.333 plate ---rip DOL= . .
) T LL: ASCE 7-98; Pf--35.0 p f (flat roof snow); Exp Fully Exp.; L= -0-
3) Hnbalanced snow Ioa,C1#s have been considered for this design.
4). This true has beend, --61gned for greater of min roof live load of 20.0 p f or 1.66 tires flat roof load of 35.0 psf
n overhangs nor -cC.. _ .. urr�n L other live loads.
5)
rid aiva# C1 trtwater r�dirg
6) This true has been 6 t . iq n d f r a 10.0 p f bottom chord I've load nonconcurrent with any other live loads.
7) Defer to irder( � for L. uss to tr,Jss connections.
Continued on page
Job
Truss
El
Truss Type -- c�.y Pay
ROOF TRUSS 11
STOCK COMPONENTS -IF, Idho I L. IIs, ID 83403, Eric
REXlSPEC#93 5112 DG (11)) H
1
1 Job Reference(optionalL.
6.200 s Feb 112005 M!Tek Industries, Inc. Tue May 17 08:32:17 2005
10M
TE
8) Provide mechanic;,,] conn tu (by others) of truss to bearing plate capable of withstanding 58 lb uplift at 'pint 10, 79 lb uplift of joint 2, 57 lb
uplift at joint 16, 67 lb uplift of joint 15, 26 lb uplift at joint 14 and 130 lb uplift at joint 12.
9) This truss is desigrL _gid in accor'�4'ance with the 2003 Intemational Residential Code sections R502.11 1 .1 and R802.10.2and referenced standard
SIFT" Pl 1.
LOAD casE(s) Star. -
Job
I runs
6E17
Truss Type
ROOF TRUSS
STOCK M EN -i-, -It~, Idaho Falls, [D 83403,. Eric
-0-0
5--
5x8
l
Ply
1
1ph
REX15PEC#73 5112 DG (1D) H
Joh Reference (optional)
6.200 s Feb 112005 MiTek Industries, Inc. Trac May 17 08:32:18 8 2005 Fuge 1
1. 5x4 II
s
5-
7
--
4x4 —
-0-0
-7-
Seale = 1:77.4
Plate Offsets ift 12:0-3-1470-1-"] L 2], [4:0-4-0 j 0- 1 - 15]
1
17 16
4x8 =
3x4 11
13
9.5x4 11
I .--1-3-4 10-0-0 1 - 1 18-5-9 24-11- 1-4-11 38-0-0
LOADING (ps�
TOLL 35.0 SPACING 2-0-0 [ DEFIL in NO I/defl LJd PLATES GRIP
Plat Increase 1.1 T 0.65 r t(LL) -(1.1 1 'IT 1D 197/144
(RoofSnow--35.0) Lumber I
T DL .0 Increase 1.1 B 0.41 Vert(TL) -0.'1 12-13 180
BC
LL Rep Stress I n r YES 13 0.73 H orz(TL) 0.04 11 n1a n1a
L
Code F 03 TPI 0 ([Matrix)
.
LUMBER
TOP' CHORD 4 ��s ��� 1 �F E
BOT CHORD D 2 X 4 S 165OF I."E *Except*
1312 X 4 SPF. 1OOF 1.8E
WEBS 2 X 4 SPF Stud/Std *Except*
4 SPF 16-50F 1.5E7 WX 4 SPF 165OF 1.5E
00
La
BRACING
TOP CHORD
130T CHORD
WEBS
REACTIONS(lb/siz%',11=11 /i echa n i al, 2=50610-5-8,16=2365/0-3-8.
Max Horz 2=189(l,oad case 7)
Max Up l s ftl I =-I 17(1 ad case ), =!-! ( l ad case 7), 16=-201 (load case 6)
Max' _: I1=1472(, o ad case , = Ioa case ),1 = lad case 3)
Weight: 172 Ib
Structural wood sheathing directly applied or 5-2-11 o
purlins, except end verticals.
Rigid ceiling dire tl applied or 6-0-0 ra iin ..
1 Row at m i d pt 5-16P 7-1 � 9-11
FORCES (lb) - l a is i-dm Compression/Maximum Tension
TOP CHORD 1- =rt1', 1,2-3— 784/449, 3-4=-62/649 4-5=-271568, 5-6=-1 032J93, -7=-1032193, 7-84 486111
8-9=-1 486/119, �10=-69/51 10-11 =-333/56
BOTCHORD 2-18=-3771553Y 17 -1 -3771553116 -17=-750/43,15-16=-750143,14-15-_-148/1793,13-14=-148/17939
12-13=-148/17937 11-1 11911486
'EBS 1 � tel' 003 3-17=-783/65y 4-17=-415/53T 5-17=-72/90515-16=-2361/241 5-15=-169122573
-1 .- - 71911 , 7-15 -957/70, 7-1 =0/230, 7-1 --3871365 9 -12 -0/32 -11 'I 780!14
NOTES
1Wi nd: ASCE 7-9 m ph; h= .Jft; T 'DL^=- . psf; B L= . p f; Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber IDOL=1.33 plate grip~ [SOL=1.33.
2) TOLL: ASCE 7-98; P . f (flat roof snow); Exp ; Fully Exp.; L= -0-0
3) U n balanced snow r" ad s have Lee n consi d r d for this design
) This tru,5 has beet i designed for greater of man roof live load of 20.0 p. f or 1.00 times flat root load f 35..0 p f
on overhangs non-co ncurrent with other I ive loads.
5) Provide adequate c1rainage to prevent water ponding.
6) This truss has h ern -c --signed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads.
7 Refer to girder(s) for truss to truss connections-
8)
Provide me hank -- co n nection (by others) of true to bearing late capab.le of withstanding 1171 b u plift at
joint 11,125 lb uellft at joint 2 and 201 lig uplift at joint 16.
Continued on page
Job
� a �
'NOCK
Tru s
1
Truss Type
ROOFTRUSS
UUMPU E T, -IF, Idaho Fa[i x ID 83403, Eric -
QtY
1
R EX/P EC#1 3 5112 D I) H
I I Job Reference a
6.200 s Feb 112005 MiTek Industries, Inc.
ional
Tue May 1 08:32:18 2005 Page
MOTES
9)Tl�ir ir�d irerir� �rtirf IeST identil Cocle sections R502.1 1.1 and R802.10.2 andreferenced standard
II I'T PI 1.
LOAD CASE(S) Sta.-.-c-flard
'Job
I Q3934
Trust True Ta -
I
fF ly REXISPEC#13 5112D ID) H
E131 1= TRU r
2
Joh Ffrn �tlr l
Idano Falls, ID 83403, Eric
6-200 s F �1 1 'I Te I du tries, Inc. Tue May 17 08:3'2:18 2005 Page 1
4--4
--4
1.5x4
8.0.0
5x5 =
4x6 =
5
--1
5x8
14
4-11-
31-4-11
IF
- 65-
OA
U
4x8 =
-0-0
--
Scale = 1:77.4
3x4 11
A
17 1
5X8 = 4X6
15 14
4x8
2x4 11
13
5x8
2X4 II
11
4x6
00
3-0-0 i -1-1 18-5-9 4-11- 31-4-11 38-0-0
LoDll SPACING
TOLL 35.0 ' I I DEFL in Ioc) I/defl Ud PLATES
Plates Increase 1.15 TC 0.96 rt(LL) 0(Roof n = Lumber Increase .� .' 13-15
40 MT20 1971144
T SL . . t -.25
BC 13-15 180
B L.L 0.0 Rep Stress In r NO WB 0.90 Hor TL) 0.03 11 n/a n1a
r
B C L Code I 0 3 i P1200(Matrix)•
LUMBER
BRAIN
TP CHORD 2 X 4 wi F 16501F 1.5E TFC HO� •
T H RD X •
Structural �� sheathing directly applied r -�-
puriin , except end verticals.
EB -'l VStud/Std BOTCHORD Rigid ` 'directlybracing.app
WEBS 1 Flow at mpt -1 , 9-11
REACTIONS (lb/size) 11 =2791/ e harsi al, 2=384/0-5-8y 16=614910.3-8
Max Hort -1 load case )
Max UpIiftl1=- (l o ad case ), =. 189,(1oad case , 1 =-844 load case 6)
Max Orae 1l=3090 (I od Cage � 2=841(load case ,1 =W load case 3
FORCES 0b) - Maxitnum Compression/Maximum Tension
TOPH O RD 1- - "i I r 2 -?=-51916939 _-1 0r 4-5=-731682,5-6=-327/25657 -7- -
BOT CHORD2-17=-597/350,16-17=-256513277 15-16=298/240% 1 = { 4_ =-
298/2409,
12-13=-495/39593 1"1 =-49 /3
EB 3-17=-584/1 : 4=1 -4 1/70,5-17=-34,8/2676, _ 6-15=-1
-+1 =-3 31 7 -13=-434/39, -13=-101 /8137 9-12=-1 97/1431, 9-11 = 9/557
NOTES
1)2 -ply truss to be connected together with 0.131 `PxY Nails as follow
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 o .
Bottom chords c ni :Aed as follows: 2 X 6 - 2 rows at 0-9-0 o .
Webs conn t o , I sows: 2 X 4 - 1 row at -M o .
2) All loads are consiucxrel equally applied to all plies, except if noted as front Fin
CASEP section. Ply to ply connections have been provided to distribute only loads noted a(F) or B)
u n e other l .i n lig:. x I ed.
3) ind: ASCE 7- r ; h= L . f; [ . f•
Category II, Exp ; enclosed; F interior
zone
; Lunrib r DOL: --l., ViatC gripDOS.=1,330
4 T LLQ ASCE 7-98; PI --35.0 p f Oat roof snow); Exp ; Fully Exp.; L= -0-
Unbalanced snow loads have been considered for thl de.519n.
6)TIS is truss has been e size n � .-or greater of min roof live load of 20.0 psf or 1.00 times flat r
oof load of 35.0 psf
on overhangs non-ccert .- ,°Trent with other live loads.
7) Provide adeq uz. i*_: �� a :.� Via._ � revert ate r pond i ng.
8) This truss has eC; d =for a 10.0 p f bottom chord lire load nonconcurrent with an other live
Continued on page
Ind.
Job
Truss Type
I Qty Ply REXISPEC#13' 5/12 D 1C H
0
E 1F TRUSS
1 2 i J o h fry rr
STOCK COMPONENTS,N. Falls, ID 83403, Eric 0 s Feb 112-005 MiTek Industries, Inc
i
ional
Tue May 17 08:3218 2005 Page
MOTES
9) 'Defer to girder' fcr tr-,,sos to truss conne0ons,
1 Provide mechi,-.-Jcal c.: inection (by others) of truss to bearing plate able of withstanding 3.86 lb uplift 844 Ike uplift a joint� � �t �oir�t ` , Ib ��Iif ,�t ���
11) This truss i �, . y so ne "on accordance ifs the 2003 International Residential Code sections R502.1 1.1 and R802-10.2 and referenced rid tandard
ANSI/TPI '1.
1 Girder carrie.5 hip aM
1 Hanger(s) or ohs
bottooM ohor1 Tige r
LOAD CASE(S) Standarc.
1) Snow: Lumber In L.
Uniform Loads
ti
Vert: 1 -4 -
Concentrated
- ,-Cori entrat L a
'pert: 17 —�11
{.. -0-0 right side setback, B-0-0 lift side setback, and -0-0 end setback,
device(s) Half be provided sufficient to Support concentrated load(s) 884 lb down and 148 Ib up at
: 15c le tion of such connection device(s) is the responsibility of others.
=5 Plate Increase= 1, 1
3 T=43), 2-1 7=-1 6, 11 -17 =-2 06(F=-1 9 0)
Jib
Tress
'Truss Type
Qty
Ply
REXISPEC#13 5112 DG (ID) H
Q3934
E2
ROOFTRUSS
�
1
180
Horz("fL)
0.19 10
0-
-
4,8-12
Job Reference(optional)_
STOCKCOIFP E T"�-IF, ioaho Falls., ID 83403, Eric
U -,
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32P-20 2005 Paige 1
- - -
F.
-0-0
�16- -8
- 1
4- -0
�- 0
240
Vert(TL)
-0.59 12-14
>761
180
Horz("fL)
0.19 10
0-
-
4,8-12
6-9-
-11-4
6.gl1-4
7-1-0
x_00 1.
6x8 —
.!
3x10
F
1
3x6 =
7
Scale = 1:76.9
3x8 1
. Sx4 3x10
5x14 T H WB
1.5x4 11
4x1
1.5x4 l
5x5
5-3-4 4-8-12 -9-8 6-11-4 -11-4 7-1
P i ate Offsets(Xjy): BEd �� �4: --10,Edg l
LOADING (psfj
TCLL 35.0
(Roof Snow=35.0j
TGDL 8.0
BOLL 0.0
BGDI. 8.0
SPACING -0-0
P.atcls Increase 1.1
Lumber Increase 1.1
Rip Stress Irrr YES
-,. I12/TP120
'1
TC 0.86
BC 0.68
B 0.73
(Matrix)
LUMBER
TOS" CHORD FF � F � .
BOT CHORD 2 X 4 & i= I .)OF 1.5E *Except*
B as F -� F
WEBS 2 X 4 SlyF S L u d 1S.3d *Ex pt*
2 X 4 SPI- Q. 1. E, W4 2 X 4 SPF 1650F 1.5E
I -A;- F 1.5E9 W4 2 X 4 SPF 1650F 1.5E
2 X 4 SP --F 1.5E
REACTIONS r1900 0- - , -2110910- ,
Max Hor - _ �'t(I a.d case 7)
I' ax p u i : 1 �O o d case 6),2=-151 (load case 7)
a r , = 4:_. a * 0oad case ), -= `� �'17(load case 2)
DFL
in (loc)
ildefl
Ud
Vert(LL)
-0.35 12-14
X999
240
Vert(TL)
-0.59 12-14
>761
180
Horz("fL)
0.19 10
n1a
n1a
BRACING
TOFF H HD
BOT H RD
WEBS
PLATES
MT20
MT20H
Weight: 166 IIS
co
to
1P
197/144
1481108
Structural wood sheathing directly applied or 0
purlins, except end verficals.
Rigid ceiling directly applied or 1"-0 bracing.
1 Row at midpt 5-157 5-129 -10
FORCES Ib - _,,iximum , qar ion./ a irnurn Tension
TOP CHORD 1-2=0/121,' '582/228) 1891256,4-5=-27831247, 5-6= = r
7-8=-91 j--/jr 9-10 -358/61
BO
T - fir �� 5 -16=-26413068,14-15=-33314013,13-14=-333/4013,12-13=-333/4013,
11 - 12 1 j-'2.. , 5 11 10-11 1212651
WEBS - =0/11-15--623/695 --�I �5-15=-1513/114.,5-14=0/255,5-12=-314/31,-�� _4
:s , 8 -11 = 01260, -1 -314612511
TE
1) Wind: ASCE 7- ; j0mr
zone; Lumber-
0L=1.12
2) T LL: ASCE I
- 1 1
3) Unbalanced s
. -; oad-
4)Thi truss has
bee ii d -,
n overhang
non --Con,,
5) Provide adequate d rai
6) Th is truss h a s_
a.
7) Al l plate ars
pI
9bomyAq
C 0
a -_5ft; T CSL=4. p f; B DL= . p f,; Category II; Exp ; enclosed; MWFRS interior
rip DOL=1. .
flat roof snow); Exp x Fully Exp.; L= 45-0-0
�.f n considered for this design.
f or g reater of ru i n roof l ive load of 20.0 psf or 1.00 tires fi at roof lord of 35.0 p f
C '1,int with other live loads.
prevent wat r ponding.
r a 1.0.0 p f bottom chord live load non concurrent with any other live loads.
L �_ss otherwise indicated.
n (by other's) of tr=uss to bearing plate at joi rpt(s) 10.
a i U ;Fri
F
COMPONENT -TSF, *_.
NOTES
9) .ride mechanical cop,, -
10)
pw1 This truss is del i
ANSI/TPI I .
LOA[ CASES) # -i dl r,
Truss Tarp
ROOF T
r Falls, ID 83403, Ed
Qty
I
Ply REXJSPEC#13 5112 DG {lb} H
I
I I Job Reference optional
6.200 s Feb 112005 MiTek Industries, Inc. Tue May17'08:32.20 2005
=.A
Lion (by others) of truss to bearing plate capable of withstanding 179 lb
uplift ,
r io lk
join-cordance with
Ineem ti n I Residential Code
sections 8502.1 1.1 and R802.1 0-2 and referenced
Truss
E
0
� Truss Type
ROOF TRUSS
STOCK COMPONEW-S-IF,h Iall , Eric
--0-0
2-0-0
6-3-4
6. eq, F_-7 __
12-D-0
6x8
El
18-3-8
El --
--8
Qty
1
Ply
I
ko
1=X/PE1 3 5112 .D (1D)
Job Reference optional
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32:212005 Pa a 1
3x8
5
4-8-1
--4
1.5x4 II
s
-4
5x8 =
7-9-0
-7-0
Scale = 1 :76.9
3x8
l
16
1.5x4
14 1
4x8
1.5x4 11
1
5x8
00
a�
6-3-4 1 -0-0 18-3-8 24-8-1 31-2-0 37-9-
' i 9
5-8-12 6-3.8 6-5- -
Iate t � �
: I :.gid : - -1 Ed e
`-
LOADING (psi
T LL 35.0 tFAI G 2-0-o 1 DEFL in Io Ildefl Lid PLATES GRIP
(Roof Snow --35.0) Pig... Increase 1.15 TC 0.72Vert(LL) -0.25 14 >999 240 MT
20 Lumber �����
44
T DL LIncrease 1.1 H 0.56 Vert(TL) -0.44 14-15 >999 180
ALL 0.0
R,ep Stress In r YES WS 0.99 Horz(T'L) 0.16 10 n/a n1a
II 0 /1P1(Matrix)
B DL
riht -1 7 Ih
LUMBER
BRACING
TOP CHORD
2 X 4 SPF w.
I - 5E
TOP CHORD
BOT CHORD
X 4 f' F
I -E *Except*
B2 2 X 4 DF.=
.OL
BOT CHORD
WEBS
2 X 4 SPF # .
'tai *Except*
W6 2 X 4 SPI.....f�
F 1.
ETI l baize 1 : , "0/0-2-8) 2=2109/0-5-8
Max Hors - .'load case 7)
Max Up',
- I o aid case , =,1 (load case 7).
{s
Max G r I tIoad case , =load case 2)
Structural wood sheathing directly applied or -1
purlins, except end verticals.
Rigid id iii ng directly applied or 10-0-0 oc bracing.
I Row at m idpt 5-1515-1
2 Rows at 113 pts -10
FO ROES I b) - Maximi P � Pres i n/Maimam Tension
TOP H R 1-2=01-10-' '#5731202, =- 4-5=-25891227, ,5-6=-305112537 6-7=-3051/2531
— =— V°�1�r
1 / 5 1
74--3051i'' r - -5615, 1 =-328/56
BOT CHORD 2-16=.2561.. _-256130565 14-15=-275/3221 13-14=-275/32217 1 -1 =- 7
�j +�
. 4, �' tI.M + 1=-1 64/2014
WEBS. 3-16=01217". 1 7" 5---871/ g4-15--4-6/8,357 -15=-1045177, 5-14=01233,5-12=4421403 -1 "�—'69111
I
��22
" w -0/r 8-10=,26591216
NOTES
- - �t. T L= . � f� H DL- . f� Category I1� E enclosed- I F
interiorT Wind: E 7-98; 4i
zone; Lumber COOL E=..4 to grip DOL=1 F.
2) TLL' ASC E 7_-98 - f =:
F
a � + � �. ref now); E ; Fully Up.; L^ --0
3) Unbalanced snow ,, L.--,.., i considered for this design.
4). This truss has been de; . _ :r renter of miry roof live load of 20.E f r 1. times flat ro
p of Ioad of 35.0 pf
on overhangs non -cc., t with oth -e r live loa ds.
5) Provide adequate d r : , pre, rpt water ponding.
6) This truss has b '_ �J. N r a 10.0 p f bottom IgorRd li I d nor o urr nt with art other live loads.
7) Provide rra hank an others) of tru ss to bearing piste at j o 1 n t 10.
8) e
Provide nr han r ,kon (by others) f truss to bearing plate capable of withstanding 177 ib uplift
joint 1 and '1 ���� � ,�.��Y�� .
Continued on page
Job Tri
Q3934 E3
STOCK COMPONEiVTS-iF.
TE
9) This truss is designed
i I[TPI 1.
LOAD CASE(S) Standar,-,
W,
Truss Type Qty Ply
ROQF TRUSS I i
+1
REXISPEC#13 5/12 DG (ID) H
ob Reference optional
Fal's, ICS 83403, Eric— 6.200 s Feb 112005 MiTek
Industries
# Inc. Tue May 17 08:32:212005 Page
..rd With tine 2003 International I d ntiai Code sections R502.1 1.1 and I 0 .1
Job
Truce
Q3934 � E4
STOCK COMPONENTS -1F.
CS
--0-0
--0
r
I
5X6
Plate Offsets
LOADING (psi
TOLL 35.0
(Roof Snow=35.0)
TDL 8.0
ELL 0.0
BCDL 8.0
ka
Truss Type
ROOFTRUSS
ASP ID 83403, Eric
14-0-0
19-0-0
6-8-12 5-0-0
6x12 MT18H
QPay
EX/P #- 1 ID H
Job Reference (optional)
6.200 s Palo 112005 MiT Industries, Inc. Tue May 108:32:24 2005 Pagel
3x4 =
-0-0
-0-0
8x14 MT20H=
-+1
37-9,0
-0-4
Scale = 1:77.9
13 12 11 10
1`5x4 11 3x8 = 4x10 MT 0H
14-0-0 4-0-0 30-8-12 37.9-0
-8-1 10-0-0 -8-1 7-0-4
,;ge] f2: 0-1 -11 [4L.O-_7-4 0-1-8��6-P-8-120- [8:0-0-117�dgqLq L8L-0-6:j?jQ-1-0j
Edgel.,-
v ;� � i Increase 1.1
L:.. zr Increase 1.15
I ,.#tress Inr YES
IRC2003/TP12002
8X8
j
CD
00
04
LUMBER
TOP CHORD 2 X 4
T
130T CHORD 2 X � A. -O OF r
WEBS 2 X 4 SPF S--,
WEDGE
Left: 2 X 6 DF No.2, i f -i t -
REACTIONS TION (lblsize)
I
Max Le- P -d, I ift=.
Max';
a
FORCES (Ib)-Maxiri,,Ar
TOFF CHORD 1-20111 j
-=I /.
BOT RD 2-13=-1 34
'E ESS 3 -13 =012-2 �r
NL L
NOTES
1 ) Wind: ASCE [- . '4
zone; Lumber L. ,.-
2) TOLL: ASCE 7-99.;
Unbalanced snow to
4) This truss few- -10C 3 C71
on. overhangs non -coy
5) Provide adequate dra.
6) This truss has been ...
7 All plates are N, w-� kip *
8) Refer to g i rd 0 rt f r t
9)
Provide mec!
1
iia= I
. E *Except
r
F 1950F 1-7E
1
1 TC x}.93
B 0,99
WS 0.53
(Matrix)
Nucha n ial, 2=211410-5-8
case 7)
3 se 8), 2=-1 82.(Ioad case 7)
case , = l o case 2)
ucr[,
In (Ioc)
ilget!
lid
Vert(LL)
-0.29 10-12
>999
240
Vert(TL)
-4.70 10-72
3643
180
Harz(TL)
0.21 8
nla
nla
13RACING
TOP CHORD
BOTCHORD
WEBS
PLATES GRIP
I IT 197/144
MT 0H 148110
'1T1 8H 1971144
`eight: 157 Ib
Structural wood sheathing directly applied,
Rigid d ceiling directly applied r 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: -.
1 Row at i d' pt 3-12, 54215-1017-10
.%scion/l la imam Tension
4-56114413 . -3495+ 1281 ■ 111 4 � � 295511 75736.7=.351511399
.7=.,1511399
A. -1 13 413 3 5 7 � 11 1. =- 6012992N 10-1 1
- 60/299 2 , 10 =-9113914, 8-9=-g 1 /3914
a 0.611 0x 4-12=01872
5-12=-8321112,
-10=-830/111, -1
0=01865, 7-1 0=-1 08511 7,
4; FC D L=4.8pst B C D L= . p f, Category Its Exp ; en closed; MWFRS interior
ip DOL=1.33.
Iat roof no Exp , Fully Exp.
3-&n considered for this design.
j r greater of min roof live Load of 18.0 p f or 1.00 times flat roof load of 35.0 psf
other live roads.
cve it water p nIrk .
r r a 1 .0.0 p f bottom chord live load non conurr nt with any other live loads.
otherwise indicated.
R 11by others) of truss t bearing plate capable f rith tandin Ib uplift at
-FTru
Q3934 I
STOCK COMPC) 57 .0.4 V. -F
NOTES
1 0 This truss i i�
ANSIITPI 1.
LOAD E i n d rt
Truss Type
ROOFTRUSS
Ifs 83403, Eric
FPIY
1
I
REXISPEC413 5112 DG (Ip) H
Job Reference (o ional
6.200 s Feb 112005 f iTek Industries, Inc. Tawe May 17 08:32:24 2005 Page
Aance with the 2003 Intemation l Residential Code sections R502.1 1.and 8802.1.2 and referenced standard
Job
Tv.
Q393A E `
STACK COMPONENTS-'
t t
I
_2.0.0
-0.0
P l ate
Offsets (X,Y)_ 're)
LOADING (psQ
TOLL
e
35.0
(Roof
Sri o=35.0)
TDL
8.0
B L.L
0.0
BL
-_
LUMBER
TOP CFO RIS
2X 4' -_--F _
BOT CHORD
2 X 4%3
WEBS
X 4t r
ECCE
Left: 2 X 6 BF
II.
01
(lb/size)
Max H r:
MaxL i�iL ` -
r
FORCES (1b) -1 a irnu
TOP HIB
7-8=-29,
BOT CHORD -1 =-J
VEB,' -1 =-
3^1- .
NOTES
1 Wind: ASCE -1
zone; Lumber L,
2) TOLL: ASCE 7i1°x
3) Unbalanced snc - -
4) This true has ".2--c
on overhangs non -c.-
5)
n -c..
Provide adequate dry
6) This truss has bee:,._
7) 11 p ates are IVIT 0
8) Refer to girder(s) fc r
9) Provide mechan 1;' !
joint 10 and 19
Continued on peg
Truss Type
ROOF TRUSS
5 183403, Enc
5-1-13
814 11TH
Qty ` Ply
REXJSPEC#13 5112 DG (ID) H
Job Reference (optional)
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32-.27 2005 Page
5X10 =
5-5-5
15 4 13 12 11
3x4 U8 U6 = U4=
3x6
`al 1:82.0
E
6x14 1'T HZ
16-0-0 22-0-0 29-8-12 37-9-0
_L._ -
4
9
t
--0 I B1 DEFL
1.15 TC 0.69 'rt(LL)
.ticr ase 1.15 BC 0.83 o eft(TL
Lbs -Is In r YES I WB 0.50 For L
i%'1. (Matrix)
. ars i al, 2=2114/0-5-8
7)
case ), =-1(Iad case'7)
.-), 2=271 (load case 2)
BICC
TOP CHORD
BOT CHORD
WEB
Ildefl
>999
>936
n/a
Ud
240
180
n1
PLATES
MT20
MT20H
lVIT1 8H
Weight: 162 1b
1P
1971144
1481108
197/144
Structural good sheathing directly applied or 2-5-6 o
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Bow at rn idpt 5-1437-1418-12
rl/Maximum Tension �/.� 4-5=37771171 5-6=-894116/� (may ��_y
r41
=� � N •a ■ 3935/1553
- i 1.F ■ a - Sf V
_
12/3128 7 1 -'14=x12473,1 -13-012473, 11-12=-41131 53, 10-11 =-1 3713821
.,373p5- =-966/1 , -14=-131596!7- =- 11151 , -1 =40/826,
.!6347 - .y +j =-577/127
Y' DL= -4 �} f; B L L= . p f; Category II; Exp a enclosed; MWFRS interior
L=1.3 -J.
000 snow)! Exp ; Fully Exp.
-on i em " forth is design.
:ate r of r e n roof I ive load of 1.0 p f o r 21.00 ti mes f[at roof load of 35.0 p f
i.ther liv loads.
rpt water ponding.
3.0 p st DcAtom chord live load noncon u rr ut with any other live loads,
ierrie indicated.
�o n recurn.
others! of truss to bearing plate -capable of withstanding 106 lb uplift at
a
Job -T ;
Q3934 � a
STOCK coMPvN F--�r
NOTES
10} This truss is ciesig.f
ANSVTP1 1.
LOAD CAS E t fi
Truss Type Qty ] i
ROOF TRUSS
I
ID
83403? Eric 6.200 s Feb 11
1
REXlSPEC#13 5112 DG (1D) H
Jab Reference (optional
2005 MiTek Industries, Inc. Tue May 17 08-.32.2-27 2005 fag
..h*th the 2003 Intemational Residential Code sections 8502,11.1 and R802.10.2
I
i
E
.r
A"-
Elate Pffsets-(�--: [2-,k
LOADING (psf�
TOLL 35.0
(Roof Snow=35.0)
TCDL 8110,
BOLL 0.0
BDL 80-0
LUMBER
TOP CHORD 2 X 4 SPIT
BOT CHORD 2 X 4
WEBS 2 X Aj-
WEDGE
Left: 2 X 6 DF No -2
REACTIONS (Ib/size)
Max Hor.-
M a xUP.
k1r. �x Gr -1-
F E
r -1 -
FORCES (1b) - Maxivlli,
TOE CHORD 1-2=01-ki
BOTCHORD 2-1 5=-Z
WEBS
NOTES
1) Wind: ASCE 7 -9' -
zone; Lumber
2)
TOLL: ASCE 7-,-,7
3) Unbalancod sn("v i.
4) This truss has i c? �
on overhangs fion-,,
5)
Pr Ovide ad e q, .,-i i it c;
6)
This truss has h�,Len
7) All plates are
8) Refe r to g i rd e r(s) fc. t
1.
9) Provide
joint 1 .0 and '2
Continued on pa..:
iruss 1 p
ROOF TRUSS
.AS711) 83403, Eric
12-2-3
QtY Ply REX/SPEC#1 3 5112 DG (11)) H
1 1 1
Job Reference (optionalL_
00 s Feb 112005 M!Tek Industries, Inc. Tue May 17 08:3 :30 2005 Page 1
0-0-9 25-9-13
5-9-13 5-9-13 2-0-0 5-9-13
6x8 M1120-
172 NkIIIIIIIII1
5x8 -
"A
37-9-0
6-1-5
15
4 x 4
141312
3x6
4x8 =
4x5 =
11
4x4
ul
6x14 MTUHZ
Scale = 1:91.7
LIDA
18-0-0 28-8-12 -9-0
1 37
8-8-12 2-0-0 8-8-12 9-0-4
T [2:0-1 -11
A �1921j§.:0-4-1 � �, .7:04 - 0 -0-1 -15 jjO-1-4yEdqq
I I --- I - jp.Q ----
2-0-L;
17,
u a s e
YES
""'017P12002
,.L.j
CSI
TIC 0.87
BC 0.88
WB 0.56
(Matrix)
A -41t 2�--2114/0-5-8
e 7)
.-ase 1j), 2--203(Jo ad case 7)
cwse 3 ), 2=2773(lo,ad case 2)
DEFL
in
(fac}
I/defl
L/d
Vert(LL)
-0.29
10-11
>999
240
Vert{TL)
-0.5410-11
>839
180
Horzffl-}
0.19
10
n1a
n/a
BRACING
TOP CHORD
130T CHORD,
WE13S
PLATES GRIP
MT20 1971144
MT18H 197[144
M1120 1971144
Weight: 168 lb
Structural wood sheathing directly applied or 2-1-10 oc
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
I Row at midpt 5-1417-1418-12
S-on/MaximUlm Tension
A6/1693 4-5=-362911923 5-6=-2502,/1783 6.7=.2071/1 85
'712031 3
1 "-1 0=-4400/232
7Y
L,4_4/29287 13-14=42130,12-13=-4/2130t 11NIN12=4012956,10-11=-1 13741
5-14=-12541152
r 64 4.,.561851 N 7NNN 14= 7# 7, 7-1 2=- 67/9 2 9
rA. --675/144
F
BCDLA. 8psf; Category it Exp C; enclosed; fRS Interior
T. 3.
roof snow',- Exp C; Fully Exp.; L= 45-0-0
to r t h i
te r ad r, i in roof Ii load of 18.0 p or 1.00 times flat roof load of 35.01 psf
r1 lo�,, ds.
36aior ponding.
1:,-;f LoAtom chord live load non concurrerpt with any other live loads.
A leated.
-Amu
A ') Tu ss to bearing plate capable of withstanding 116 1b. uplift at
, IL[5if
Job
fi 934
STOCK mv
NOTE
10) This truss i
ANSI/TPI 1.
LOAD CASES%
a Type
TRUSS
Ii
Ply
r-." Q r- c%-*tP I J Ui 14 U k11 ) ti
Job Reference (optional)
6.200 s Feb 112005 iTek Industries, Inc. Tue May 17 :32:30 2005 Page
X003 International Residential Code sections R502.1 1.1 and I .�10. and referencedstandard
Job J TrL
S
STOCK COMP&I, a
I
I
i-0-
2-0-0—
_
Plate Offsets4
LOADING (psq
TOLL
(Roof Stow=.
TDL
BELL a
BTL
LUMBER
TOP CHORD 2."-.*.
BOT CHORD
WEEDS
WEDGE
Left: 2 X 6 Ur_-
REACTIONS
FORCES (11,l
TOP CHORE
BOT CHORD
r
WEB �.
DOTES
1) Wind: ASCI:
zone; L.umb
2) TC LL: ASCI.
3) n balan eG
4) This truss ha.
on overhang:;: -
5)
rhan 4-
This truss. ha--
6)
All plates a r t
7 Defer to gird
i P rovi de rn c
joint and :-
Continued ova
10
70
iQ
ig
_i ` uss Type - Qty 1 ply R EX/S PE C #13/1 D ICS
4
F TRUSS
- , r Enic
r 12 J� +FF
6
I Job I efer nceoptionai
6.200 s Feb 11 MiTek Ind u. tr e , Inc. Tue May7 08:32:32 2005 Page I
5X8
5.1-13
0
14 1
3x6
1
3x6
ii
4x4
19-0-0 28,2-1 7--0
9-2-12 --1 -6-4
-1 - - - ,Edge]
_.
FJ J"i 1
�s
TC 0.97
. r
BC 8.90
YES WB 0.82
(Metria)
tkAeAchanical
u-1 ( l oad case 8)
)°=iod case
DEFL
in
NO
ri
�9
VV'
Ud
Vert(LL)
-0.31
10-11
X999
240
Vert(TL)
-{l.B'I
10-11
X732
180
Horz(TL)
0.18
10
n!a
n!a
sf
14 1
3x6
1
3x6
ii
4x4
19-0-0 28,2-1 7--0
9-2-12 --1 -6-4
-1 - - - ,Edge]
_.
FJ J"i 1
�s
TC 0.97
. r
BC 8.90
YES WB 0.82
(Metria)
tkAeAchanical
u-1 ( l oad case 8)
)°=iod case
DEFL
in
NO
ffdefl
Ud
Vert(LL)
-0.31
10-11
X999
240
Vert(TL)
-{l.B'I
10-11
X732
180
Horz(TL)
0.18
10
n!a
n!a
Scale = 1 M-80. 0
6X14 T1F��.
PLATES
MT20
T18H
GRID
1971144
197/144
Weight: 15.2 Ib
BRACING
TOPCHORD Structural wood sheathfng directly applied.
BOT CHORD Rigid id ceiling directly applied or 10-0-0 oc bracing,
WEBS 1 Row at midpt -1 � -1
Tension
- , X
3/1827 4-5=-32461201 5-6=224511961 6-7=-23031191
1,
W 0 � 4/ 41
"'L 13-14=12812707112-13=45/2780y
14=12812707#11/i7 0y 11-12=-4512780,
-I . � y � *J f l , 6-1 =- 111364, 7- "1 =- 12'9 5/ 174 y .l l =-24/791 a
. ; + [ L=4■ 8P fg Category II; Exp ; enclosed; MWFRS interior
s
Exp ; Fully Exp.; L= 45-0-0-
.1 for this ciesign,
roof live load of 18.0 p f or 1.08 times Tat roof load of 35.0 psf
:
-ads.
_0 M Chard IE a load n neon urrent with any other lire loads.
°;at d■
ti
truss to b ar n plate capable of withstanding 2071b uplift at
a
Job pe Qty Ply REX/SOE'C#13 5112 D (ID) H
03934a !'
SUSS
'Job Reference (optional),
STOCK COM.
6..200 s Feb 11 2005 MiTek Industries,, Inc. Tu May 17 08:32:32 2005 Page
NOTES
9) This truss ;, . International Residential Code sections 8502411.1 and 8802.+10.2 and referenced ndard
,. I/TPI 1.
Job
STOCK COM1
I
1
m
L
F
i
CD
Plate Jfs t
LOADING
TOLL
(Roof Snow
T DL =
B LL:
BDL }F,
ItiJ 6I 04
TOP CHORD
SOT
WEBS
REACTIONS !
I
PORE 4
4
TCP.,
BOT CHORE
EB
MOTES
1)
Wind: ASC
IF}PP#1 5112 D (10) H.
zone ; LurT;
2)
T�o-_-s
3)
Un,-._flancc
4)
This truss !
5)
All plat za
6)
Refer to _ i,
7)
Provide Ovid rva.,
joint 1 and,
8)
This truss i -
R .10 -
LOAD CAS
tl
m
6.200 s Feb 11 2005 MiT k Industn"es, Inc. Tue May 17 08:32:34 2005 Page 1
_3 19_0_0 25-1-1 1.3-11 37.9.0
5
A
4x4
19.0,0 _ 28-2-12 � _ 37-9-0
I .-
CS] DEFL in (loc) lldefl
Yr n nr_ ■I...a.rl 1 1 n 7A of -! A �600
B (x.89
B 0.83
(Matrix)
oad case )
}fid case )
YGI LkLL�
Vert(TL)
Harz(TL)
- .62 1-14 >726
0.1 n/
BRACING
TOP H RD
BOT CHORD
SBS
Ud
240
180
n1
Scale = 1:77.8
6x1 4 MT1 8H mft
PLATES
MT20
IT'1 8HI
Weight: 1Ib
GMP
19711"
197/144
Structural wood sheathing directly applied.
Frigid ceiling directly applied or 10-0-0 bracing.
1 Row at Cori i dpit -12" -1
Tension
316512277 4-5--22571197y 5-6=-22571197, -7=-31371226,
%2-13=-14012610111-12=-51/25957 1 0-1 1 -- 112595
-1 "1911 75Y 5-12=-7211 373, 6-12=-1 3061174, 1 0=-241794,
L— .' p f; Category II; Exp ; enclosed; MWFRS interior
xp
7 Dully Exp.
for this design.
--#- rn chord live load nonconcurrent with any other live loads.
mm
to bearing p I ate capable of withstanding 121 lb uplift at
,.;.f 3 1 nte m ti nal Residential Code sections R502,1 1.1 and
Ply
IF}PP#1 5112 D (10) H.
TRUSS
1
i
Jots Reference optional
6.200 s Feb 11 2005 MiT k Industn"es, Inc. Tue May 17 08:32:34 2005 Page 1
_3 19_0_0 25-1-1 1.3-11 37.9.0
5
A
4x4
19.0,0 _ 28-2-12 � _ 37-9-0
I .-
CS] DEFL in (loc) lldefl
Yr n nr_ ■I...a.rl 1 1 n 7A of -! A �600
B (x.89
B 0.83
(Matrix)
oad case )
}fid case )
YGI LkLL�
Vert(TL)
Harz(TL)
- .62 1-14 >726
0.1 n/
BRACING
TOP H RD
BOT CHORD
SBS
Ud
240
180
n1
Scale = 1:77.8
6x1 4 MT1 8H mft
PLATES
MT20
IT'1 8HI
Weight: 1Ib
GMP
19711"
197/144
Structural wood sheathing directly applied.
Frigid ceiling directly applied or 10-0-0 bracing.
1 Row at Cori i dpit -12" -1
Tension
316512277 4-5--22571197y 5-6=-22571197, -7=-31371226,
%2-13=-14012610111-12=-51/25957 1 0-1 1 -- 112595
-1 "1911 75Y 5-12=-7211 373, 6-12=-1 3061174, 1 0=-241794,
L— .' p f; Category II; Exp ; enclosed; MWFRS interior
xp
7 Dully Exp.
for this design.
--#- rn chord live load nonconcurrent with any other live loads.
mm
to bearing p I ate capable of withstanding 121 lb uplift at
,.;.f 3 1 nte m ti nal Residential Code sections R502,1 1.1 and
Job
STOCK
F
0
(W
3
Plate Offs;
LOADING (PF.
T LL
(Roof Snow" -
TCL
BOLL
BLL
LUMBER
ER
TOP C Ir!
BOT Ci 3 ;
WEBS
QtY I ply f REXJ5PEC#13 5f12 DG (ID} H
Joky Reference optional
6.200 s Feb 1120-05 M!Tek Industries, Ire • Tue May 17 08:32 2005 Page 1
5x8
5
5-1-1
6-1-1
38-0-0
6-8,5
40-0-0
-0-0
Scale = 1:80.2
3x6
4x3
6x6 =
1-0-0 - -5-4 -0-0
8-9-15 10-- 8--1
cI
in
DEFL
floc)
TC 0.88
Vert(LL)
-0.28
1-15
0.81
Vert(TL)
-0.61
1-1
03 0.64
Hor z(TL)
0.09
11
(Metria)
BRACING
TOPCHORD
BOTCHORD
WEBS
I/deft L d I PLATES
>999 240 M T20
4 180
n/a n1
1 '` -It 150 IIS
GRIP
1 9711 44
Structural wood sheathing directly applied or 2-2-0 o
purlins.
Rigid ceiling directly applied r 5-5.2 oc bracing.
I Row at midpt 4-13, 5-13p -11
E TI Sr 3' 10,15-
r P a
6L r
{load caro 8)
'000ad case 3)
F
- •knIfi
TOP H i .-J961191-7
Y a1f i�/�f
1917, — i 1358/jr+ 61497 -=1 011 } 6.7=-211/2377
=-211/7
:
-i'$/127BOT Cf J
-9711 K "1 -1 3=-26 714 - err
1I 1
WEBS
._ .;,7.1-(1749f).,13=.24115086-13=0/83IP6-11=-3054/2733
NOTES
ASL..z ! 'L=.pf, Category I1• .fix ; enclosed; MWFRS interior
zone; Luc. k -
2)
T
LL: is illy Exp..; L= 4i-
3) nbal r
•
4) This
load of 18.0 pf or 1.0 times flat roof load of 35. 0 psf
n ove,
5) This trL
s.
6)
o rd live load non conctirrent
Refer to
with any other live Ion..
7) Provide f -r
V) bearing plate capable of withstanding 106 1b uplift at
joint 1 aMl
8) Thi, inns r lonal Residential Code sections R502.1 1 .1 and
�. .. „
r
LOAD, E
Job
01 1 UL rx �r
R
Plate Citi fir:
LOADINGIJ
TOLL
(Roof SnoNe.
TL
LL,
BCDL
Lk
TOP C vi
BOT
E L
OTS
-r-} -
A —, I I
FOR"�
TOP
BOT CHC.
WEBS
4x4 M
u
city I pay
1 . 1
KtXd5PEC#13 5/12 DG (ID) H
Job Reference ren optional
6.200 s Feb 112005 M!Tek Industries, Inc. Tue May 17 08:32:3'6
17-0-0
f
12-8-0
Scale = 1:80.4
.1
30 29 28 27 26 25 24. 23
3x4
29-8-0
29^8-o
Ln
22 21 zo cgs
❑EFL
in (lac) fldefl
Lld
Vert(LL)
n1a - n!a
999
Vert(TL)
n1a - n1a
999
Horz(TL)
0.00 18 n1a
nIa
BRACING
TOP CHORD
:SOT FAD
WEBS
PLATE
MT20
Weight: 184 IIS
IFS
197/144
Structural wood sheathing directly applied or 6-0-0 OLC
purlins, except end verficals.
Rigid ll ceiling directly applied or 10-0-0 oc bracing!
1 Flow at mldpt 7-297 6-3018-28
8 "Or 30=205/29-8-01 1=204/29.8-0� 32=203129-8-01
J, 5/29- t 27=203129-8-07 24=203129,8.0
12129-8-0, 2 0=21 6/29--0 7 1= 12 312 --
. ase ), 296-.35(1 ad case
),
3 0-760 oad
case )
:e 7), = to d case
7),
4z-77(load
case ),
a , -, 1oa case , =;- (l ad case 6),
se ), 1=- 0(l
ad case
6),
=-
(I o a
case ,
), = 7 [o. d case , = (Io d case ),
a , = 0 (I d case , 34=249(load ca ),
), = (load case , 4; (load case ),
o . 1 =(1od case , =1(iod case ),
-S=-22512527 5-6=-14612521 6-7=-11012407 7-8=-111/225;
47 A 6137 12-13=-6/37 13-14=-6133 1 -1 =-6137 15-16=613
conti.. ,. _
30-31=.316729-30=-3/67 - -
ryjs
'_'.2=264110% 3-33=-273/1150 2-34=-223/86Y
--/fr
,1-24=-264/54112-23=-265/48.r 1 -=`"14%
J e _ FSI
QtY REX/S E ##1 5112 D (ID) H
Job ReferenGe (optional)
T "
6.200 s Peb 112005 MiT [ndu trie , Inc- Tue May 17 08:32:36 2005 Pa
ge 2
ITL
enclosed; MWFRS interj r zone; Lumber DOL=1.33 plate grip
2) True -IQ �y � only. For studs exposed to d(normal t the face'
see �T "Standard Gable Ertl
Detail"
3) T _1'% .
wily Exp.
4) U. Fiesign.
5) P ro ±,;'k6) 4. e
T ;re r - )rd live load n non urr nt with anY other live loads.
7) All pio
r
8)
a dk! .. L
r • g'
) S L.i L• ti i
10)
{ far bearing plate capable f withstanding n 1 Ib uplift _ � atjoint �1 , 1 Ib uplift t joIr�
.,..lint 1, Ib uplift at joint , 5 1b uplift at joint 335 77 Ib a piift at joint 34
, 63 lb uplift at
Z lb uplift atl int 24, 29 lb uplift atjoint 23, 30 lb uplift atjoint 22., 30 lb uplift
.
-i ationai Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard
Jab —
Q3934
STC . fS-IF.
�Plate
LOAD
TL.L
(Roof r
T.D L
BLCLL
BDL
LUM QEF...
TOP H%."
BOT C
WEL
Ti).L.
F ES ..
F1 '.. �.
TOP �.
BOT .
WEBS
Cot.
city
Ply I REXlSPEC#13 5I12 DG (I0) H
1
Jots Reference optional
6.200 s Feb 112005 MiTek Industries, Inc. Tete May 17 08:32:37 2005 Page 1
I
44 3-10-0
7
15-1-0
Scale
-'10-
Scale = 1:80.7
1718
30 29 28 7 26 25 24 23 22 21 201
. I
i 0.09
0.02
:1 0:35
atrix)
.4
29-11-0
-11-0
D FL
in (loc) ildefl
L1d
Vert(LL)
n1a - n1a
999
Vert(TL)
rola - nla
999
Harz(TL)
p.Op 19 n1a
n!a
SRACING
`j
TOPCHORD
FF 6 BOTCHORD
SPFSt FB
PLATES
MT20
IgM: 206 Ib
GRIP
197/144
Structural wood sheathing directly applied or 6-0-0 o
purlins., except end verficals.
Rigid ceiling directly applied or 10-0-0 oc bre
1 Row at m id pt 18-191 - 0, 6-31,8-29
fl
17J'29-11-07
31mm"205/29-11-01 32=204129-11-0)
%
=1 71129-11-0, 29=204129-1 1 -0 28=207129-11-07
:.atr=20412-1I 0, 23=204129-11-03 =202/29-11-0,
�
d
ase, =26(load case , 1 #load case 7),
4
�.
7i ), __ - (i a case' 7), =-'7 � 1 oad case 7),
'- - ), 7 load case 6)., 25=-29(ioad case 6),
_. ..I , =- (Io d case y1=- load case 6),
rav 1
_ ), 0= 00(1oa d case 1 31=309(load
dse 2)7 34- 0Ioad case ), = load case ,
s:
a , 7l (loa d case , 25`29 (load case ),
1
ase ), 22_295(] od case , 21= 1 (load case 3),
1 Li r
L1.321
—8319%.
7=411
jjj
•7 Y•e
--2181173, 5-6=-1 39/170o -7=-1 08/146j 7-8=-1 0911 11
17 1 —1 'mbmml/' 1 -1 =�J/j, 14-15=111, 15-16=-1/1)
31-32—MI/1,11 —MI/1,
4-33=-2641109i - 7' 11 1 � 2-35=-2231857
12-25=-266149.r 1 - =-265/497 14-23=-266/497 y
Job QtY P[ EXJ P E #1 5112 DG (10) H
03934 Y
STOCy _ . Job F fer "(Rp conal
: i � : 6.x.00 Feb 1 ■ 200 M iTe l nu tree , ire ■ Tue May 17 08:32:37 2005 Page 2
NOTE
1) 1 lI Z 90t, f; Catego ry Il; Exp C enclosed MWFRS interior zone; Lumber DOL=1.33 plate 9
�-2) r�
Tri -ionly. For to posed o wind(normal to theface
�-+� .. ), see MiTek "Standard Gable Ery
3) TC L 4 7
Exp.
4) Urir
6)
Thit� C live load nonc ncurr nt'
7I� �:��:: � � � �th any filar Iiloads.
�. ,6
8) Gad. )nfi
9) G a -ad a
10) F-- rplate Il f withstanding 140 I iii n
LJ
p t 1 14 lb upliftt joint19
,26 lb
} w 1 Ili uplift at joint 33, 95 1b uplift at joint 34, 77 lb uplift at joint 35, 75 Ib uplift t
1b uplift atjoint 0 Ili �
uplift lift at joint 4, 0 Ib uplift at joint , lb uplift aj
t oint 22,
M 1
1 _y =rnati nal Residential Code sections R502.1 1.1 and R802.10.2 and
rfe rend standard
�r 1
LO lA
LOA,
TCL
(Roof
T[ L
BOLL
_BCC L
LU IVI
TOP
BOT
RlLtv
FP'
T V
Bcyf
N01 -
1) "_
L "
f �.
1-4
IL I
Qty
V
D
Ply RE}CISPEC#'t3 5112 DG (ID) H
I I_ ,fob Referencq
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32:38 2005
3x4
Scale =1:9.1
0.55
0.03
B 0.00
,latrix)
,O halal
OEFL
,,.
5)
i
6)
Re
7)
Pr
X999
240
8)
TY, i . o
2-4
t_ .
L "
f �.
1-4
IL I
Qty
V
D
Ply RE}CISPEC#'t3 5112 DG (ID) H
I I_ ,fob Referencq
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32:38 2005
3x4
Scale =1:9.1
0.55
0.03
B 0.00
,latrix)
,O halal
OEFL
in
(loc)
Ildefl
IL I
Qty
V
D
Ply RE}CISPEC#'t3 5112 DG (ID) H
I I_ ,fob Referencq
6.200 s Feb 112005 MiTek Industries, Inc. Tue May 17 08:32:38 2005
3x4
Scale =1:9.1
0.55
0.03
B 0.00
,latrix)
,O halal
OEFL
in
(loc)
Ildefl
Ud
Vert(LL)
-D.OQ
2
X999
240
Vert(TIL)
-4.00
2-4
x999
184
Horz(TL)
-0.00
3
nla
n!a
BRACING
TOP H ICK
00-10-194 . M Ma 01
= (load case 7)
PLATES
MT20
'weight; 7 Ib
RIFE
1x7/144
Structural wood s heath ing directly applied or 1-11-11 o
purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
. 7 .1 ; Categoryll; Exp ; enclosed; MWFRS interior
tilly Exp.
sign.
joad of 18.0 pt or 1.00 tires flat roof load of 35.0 pf
I've load noncore u rr nt with any other live loads.
C g ring plate capable of withstanding 132 lb uplift at
. ,,�%rv�ltl n 1 Resident -al Code sections R502.11.1 and
. L
LOQ.:
TOLL
(Roof
TCD' __
BL&L
BL
LUI..
T
BOT .:
6
F&,
TI
BOT
LOAt
V
Ply I REXISPEG#13 5112 DG (ID) H
1
v
Job Refere optional
6.200 s F 0'1 2005 MiTek Industries, In . Tue May17 08:32-.38 2005 Page I
3x4 =
Scale = 1:13.0
le-hanical
DFL
in
(lac)
!!clefl
LId
Vert(LL)
-0_01
2-4
X999
240
Vert(TL)
-0.02
24
X999
180
Horz(TL,)
-0.00
3
nla
nfa
BIG
TOP H O RD
BOT CHORD
:7)
, 4-67(1 orad case 4)
PLATES
MT20
'eight: 12 Ili
GRIP
1971144
tru ctu ral wood sheath 1 ng directly applied , r 3.11.11 o
purlins.
Rigid clffin directly applied or 10-0-0 oc bracing.
f, Category xEx p ; enclosed; MWFRS J'nt ri o r
.'
.
E ,gad of 18.0 p f or 1 -00 times flat roof load of 35.0 psf
live load n nco current with any other live loads.
b'-1-aring plate capable of withstanding 1b uplift at
4 t ra I i dentia
Code sections R502.1 1 .1 and
JoL
QW
STV,
pl.. l..
TCLL
L
(Roo.
TCD -
BL
SCDL
'
�yy iP e
■ i
TOP i
BOT
E.4-
LL .�"'. .
4r
F�
._
Qty Ply REXlSPEC#13 5112 DG (IQ) H
4 1I
I I. Job Referen
6.200 s Feb 112005 MiTek industries, Inc.
iona!
Tue May 17 08:32:39 2005 Pa -e I
El
-4ervi ch nr al
DEFL
in
(loc)
IldefR
Ud
Vert(LL)
-0.06
2-4
>999
244
Vert(TL)
-U.73
24
>522
180
Horz(TL)
-0.00
3
n1a,
n/a.
BRACING
TOP ISD
36 1
=1 0l )
PLATES
MT20
Scale = 1:16.9
Weight: 17 lb
GMP
197[144
Structural wood sheathing directlyapplied or 5-11-11 o
purl in .
Rigid id ceiling directly applied or 10.0-0 bracing.
F, = f t �l � F p ; enclosed; 1� interior
i
. Fp.
of 18.0 p f or 1.00 titres flat roof load of 35.0 p f
a load noncoricurrent with any other lire loads.
it-ig plate capable of withstanding 54 fb uplift at
?i Iii -31 Code sections .1'1.1 and
Joh
Qty ply r=YJPEC13 5/12 D G (ICS) H
c
1 I
STS: - __ _I_ Job Reference (Optional
.s Feb 112005 M,iTek Industries, inca. Tue May17 08:32:39
M
LOQ{�--
TCL:
(Roof
TL
BF 4
B C D i -
LUTA.
TOP
B
T -.
B i.
'.
N',
1)
2)
3)
4)
L
M
Is
IM
i
-10-8
'.5x4 11
,10 .46
`x.22
rl
-0-0
EFL
in
I o)
Ild tl
Ud
Vert(LL)
-0-1
4
240
Vert(TL)
-0.42
22
180
Hl7'..1
0.01
5
n/a
n/a
TOP U,ARD
BOT CHORD
5
4
PLATES
TO
Soils = 1:26.2
Weight: 31 1b
FIS'
1971144
Structural wood sheathing directly applied or 6.0.0 oc
Purlins, excepts end verticals
Rigid ceiling directly applied or 6-0-0 oc bracing.
Category 11 Exp C; enclosed; MWFRS interior
wXP.
ID -f 18.0 p€� r 1.0-0 times flat roof load -of 35.0 p f
load no nn c u r'fant with any other live loads.
plate capable of withstanding 106 1b Uplift at
r I Residential Code sections R502.1 1.1 and