HomeMy WebLinkAboutTRUSS SPECS - 95-00027 - Brookside Village Apartments - 26 UnitsJob
Truss
i �o 'm
—A'nec�rson Ctiir�ponen s ---TF
L
Truss Type Qty PI
FINK 228 1 Rexburg/
11129 E
.300 2-6--1'' TT u ries r-� . r- n .` T:
-- 7.3-4 -
B
0-10-8 7--4 6-8-12
4A
3
5X5 = 5
Plate OffsetX,Y),[1,0-2-0,0-0-0]p [.0--Or-0-]
LADING ps
TCLL 35.D
TCDL S.0
BCLL 0.0
BCDL 8.0
LUMBER
TOS' CHORD
BOT CHORD
WEBS
SPACING
Plates Increase
Lumber Increase
Rep Stress Incr
Cade
--
1..1
1.15
YES
UBC=4
CSI
T 0-74
Ba 0o80
'IAB 0.29
REACTIONS (Lbii 11--148510-3-815-148810-3-8
H r 1=-7 Io d Case
Max Uplift 1- (load case 4)a 5=-85(load case 4
FORCES
TOP H RD 1-2--2253,2-3;--191513-4=-1915)4-5--2253
POT CHORD :5-6=2003, -7$13705 7-8=1370,1-8=2003
WEBS 2-8--510 � -8-660, 3-6=660 f 4-6=-510
i
DEFL (in) (}oc) Ildefi
Vert(LL) 0.32 716 999
Vert(TL) 4.47 615 705
Horz(TL) 408 5 n!a
Min Length ! LL de#E = 244
PLATES GIMP
00 1491110
Weight: 97 (I)
.RACING
TOP CHORD Sheathed or 2-11-2 an center purlin spacing.
BOT CHORD Rigid id ceiling directly applied, or 10-00-00 on center bracing
_ -'-Except:- 1-a:6- - - :6-3-0,
1 Row at raid t --3-6')
NOTES
1 This truss has been designed for the wind loads generated by 80.0 . p.h. winds at 25.0 feet above ground level, using 7.0 p. .f_ top chord dead load and 8.0 p. .f
bottom chord dead load, 100.0 miles from hurri ane oeeanline, on a c .t go I enclosed buiIdin 1 of dim en. ion 45, 0 b 24.0 with exposure C (ASO E 7-93) - Limber
Increase = I t o Plate Increase � 1.aB. No end verticals are exposed.
This truss has been designed for a 10. 0 p. .f_ bottom chord live load nonconeurrent with any other live loads per Table 1o. 16-8, BC -94.
(�ESQa_HZ5_co_nriectors recommended to connect truss to bearing walls due to uplift as follows- One connector
LOAD CASE(S) Standard
4
SPF 165OF 1. SE
2
X
4
SPF 165OF 1.5E
X
4
DP Stud/Std
--
1..1
1.15
YES
UBC=4
CSI
T 0-74
Ba 0o80
'IAB 0.29
REACTIONS (Lbii 11--148510-3-815-148810-3-8
H r 1=-7 Io d Case
Max Uplift 1- (load case 4)a 5=-85(load case 4
FORCES
TOP H RD 1-2--2253,2-3;--191513-4=-1915)4-5--2253
POT CHORD :5-6=2003, -7$13705 7-8=1370,1-8=2003
WEBS 2-8--510 � -8-660, 3-6=660 f 4-6=-510
i
DEFL (in) (}oc) Ildefi
Vert(LL) 0.32 716 999
Vert(TL) 4.47 615 705
Horz(TL) 408 5 n!a
Min Length ! LL de#E = 244
PLATES GIMP
00 1491110
Weight: 97 (I)
.RACING
TOP CHORD Sheathed or 2-11-2 an center purlin spacing.
BOT CHORD Rigid id ceiling directly applied, or 10-00-00 on center bracing
_ -'-Except:- 1-a:6- - - :6-3-0,
1 Row at raid t --3-6')
NOTES
1 This truss has been designed for the wind loads generated by 80.0 . p.h. winds at 25.0 feet above ground level, using 7.0 p. .f_ top chord dead load and 8.0 p. .f
bottom chord dead load, 100.0 miles from hurri ane oeeanline, on a c .t go I enclosed buiIdin 1 of dim en. ion 45, 0 b 24.0 with exposure C (ASO E 7-93) - Limber
Increase = I t o Plate Increase � 1.aB. No end verticals are exposed.
This truss has been designed for a 10. 0 p. .f_ bottom chord live load nonconeurrent with any other live loads per Table 1o. 16-8, BC -94.
(�ESQa_HZ5_co_nriectors recommended to connect truss to bearing walls due to uplift as follows- One connector
LOAD CASE(S) Standard
it
I
Job a' Truss Truss Type
x.12310 A1G FINK
Ani arsonorn r nt - - _
o-8 14-0-0
n
4
3A
6.007
Plate Offsets (X,Y): 12`0-0-01 -1- l
LOADING fps
SPACING
2-(}-0
CTCtL`�
35�:
Plates Increase
1.15
TCbL
8.D
Lumber Increase
1.95
BCLL
0.0
Rep Stress Incr
YES
BCDL
8.0
Code
UBC -94
LIMBER
TOP CHORD 2 X 4 CSF Stud/Std
BOT CHORD 2 X 4 DF Stud/Std
OTHERS 4 DFStud/Std
Qfy ply
. uu S May
Reurgl 11 129 E
v
S-T-9i� Tn—d d.stri- s, Inc...On a
h'--0 097: 5 I -T
-0-0
14-0-0
3x4
2
1--8
ir-J r 1. Ll U
TC 0-00
BC 0.0
VVB 0-00
U4
a 1 8,
DEFL (in) (Ia) l/dei
Vert(LL) 0.00 1
Vert(TL) 0.00 1
Hor TL 0.00 n/
Min Length / LL deft _ 240
BRACING
TOP CHORD Sheathed
BOT CHORD 1-4:6-3-0, : --.
T2
PLATES GIMP
.00a) 186/148
Weight: 1 (IIs)
NOTES
1) Gable requires continuous 'bottom chord bearing-
2)
Gable studs spaced at 24 inches on center,
Gable studs exceeding'72 inches length to be I t r lly braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End D
4) Studs to be fastened with 2x3 M20 ,plates.
This truss has been d8signed for a 10.0 p. .f. bottom chord lags load nonooncurr nt with any other- five per lead, Table e car 16-13, B-4,
LOAD CASE(S) Standard
3A -,
0
i
Job
012310
Truss
XF
0 on n - IF-
0-10-8
Truss Type
COMMON
5-9-4
--4
11-0-0
-1
Qty
Ply.
Rexburg/ 11129 EC
" s ... 1-
16-2-12
22- 0-0
22-10-
--4
''-
4A _
--
Plate Offset, y): [1:0-1-0,0-0-01, [510-1-0.0-0-01
LoaDI5q
C L 35.
TCDL: 8.0
BCLL 0.4
BCD 8.0
SPACING -.0-
Lumber Increase 1,1
Rep Stress I nr YES
Code UBC -94
LUMBER E-
LUMBEi
TOP CHORD 2 X 4 SPF 165OF I.SE
BOT CHORD 2 X 4 SPF 1650E 1.5E
WEBS 2 X 4 DF Stud/Std
--.0
7--.
-
CSI
DEFL ire
(Ioc) I/d fl PLATES GRIP
TC 0.44Vert(LL) 0.12 716 999 I a 149/11
BG 0.52 Vert TL
E 0,23 Horz(TL) 0,05 5
-n Length / LL def = 240 �
Weight, 78 (Ib
E3RACING
TOP CHORD Sheathed or -11-11 on center purlin spacing,
BOT CHORD Rigid coiling directly applied? or 10-00-00 on center bracing.
Except: -_-- -.-,-0,
REACTIONS (lbs/size) 1=1182/0-3-8.5z--1182/0-3-8
Max Harz 1=-63(foal case 2)
MaxUplift 1=--71 (load case 4), 5=-71 (load case 4)
FORCES
TOPII I D 1 -2=-1754,2-3;--1508F3-4=-15085 4-5=-1754
B �/ TCHORD ' 1 556. 6 7 1 067, 7 -gam 1 067, 1 T' 1 4.i
WEBS 2-8=-391 , 3-8-528t -=528, 4-6=-391
�'7a —ge
_
TE
1 ) Ths true has been des ignd for thewind lid generatedb.0 : _h�. winds ��
R .0 feet above round IeveI, uEt� . P... top chord dead load ar�d :0 _
bottom chord dead load, 100- G miles from h hurricane ocean Irne r on category I en� �
� �u�� l��r�a �� �dar-nr�r�r� .� � 4.0 with exposure E � : �m
= 1, , Plate Ia rea ° = 1, . o end verticals areo c�. � ��r
.jIncrease
hi truss has been designed for a 10.0 p. _f_ bottom chord live load norcon urr n
10
P H H2. connectors recommended to connect truss to bears culls du:
..t l i
�ft a follows. One connector t joint 1
LOAD CASE(S) Standard
x
Job Trus s
12310
ti r n
J
i
D1
ons'
Truss Type
Qty .fly
COMMON N
88 Rexburg/ 11/29 E
3.300 I f r�Inc—. on Jam _ -- _
_ . �D g 1
,-0-10-817-11-8 11--0 - -
a
4-5-0
A
LOADING
- L
35.0
.
BALL
0.0
BDL
8.
A
-11-8
SPACING --0 CS1
Plates Increase 1.15 T
Lumber increase 1,15 B
Rep Stress I ncr YES VVB
Code UBC -94
LUMBER
TOP CHORD 2 X 6 DF X10.2
BOT CHORD 2 X 6 DF N0.2
VVEBS 2 X 4 DF tijd/Std
REACTIONS (lbs/ -[z 1=87210-8-8, 5= 8 7210-8-8
Max Hort 1 (Io d case
Max Uplift 1--59(load case 4)1 5--59(load case
FORCES
TOP CHORD 1-2=-1 187, 2-3--z-8641 -4=-884, 4-5=- I' 187
BOT CHORD 5-6= 10 ) 1-6-1049
WEBS -`-8281 -6-480 P ---328
5X5
3x4
1
a9 lc
3A
D EFLi I I/defl PLATES-
IP
Vert(LL) 0.04 615 999 M20(20ga)186/148
Vert(TL) 0.05 6f5999
Horz(TL) C),01 8 n/a
min Length I LL def _240emelt: I
e
A
BRACINGTOP CHORD Sheathed Or -0-0 on center u ri i n spacing.
BOT CHORD 1-6:6-3-0, 5-6,6-3-o,
NOTES
1 This truss has been designed for the rnloads generated by 80,0 .h, windS2t
�
k�otto��rd d f��d, 100. it from hurricaneceantinr on at buiusing lding, � ��i �� _� �.,�
I�r�� - 1. � RIS In�� - � . I �l��e� ��..��Id��F f �f�����n � �, � �tl�exposure
o end rttf are exposed.- Lr
This truss has been diad for a 10.0 p,f bottom chord live Jed noricon
urrnt with any other live loads per Table No. 16-13, UB-.
connectom recommended to connect truss to b82ring wallsdu
e to uplift as follows: One C�onnec;tor at joint(s) 1, 5,
LOAD CASE(S) Standard
ID
Job
110
Tress
EI
co
1
1
Truss Type
3X6
3
Qty Ply
2 7
a;
Rexburg/ 11126 EC
���Slali I ek Inaustries, inc. ori Jai 4 2 W-p6-g—e—j—`
-0-0
L --o
_ 4 0-0
480
Plate Offsets Ky� , 11.0-0-0I 0-0-01, [10-0-0,0-1-81. : 0- �, T0-0
[ P
LOADING (P
SPACING
2-0-0
CS11
1 L .. .
Plates Increase,
1.15
T
T I L 8,0
Lumber Increase
1-15
BC
BOLL 0.0
Rep Stress In r
YES
WF3
BDL _0
Cade
UBC -4
LUMBER
TOP CHORD X DF tud/Std
BOT CHORD 2 X 4 DF tud/ td
OTHLRS 2 X 4 DF Stud/Std
FORCES
aIDEFL (in)
0-00 Vert TL 0,00
0,00 H rz(TL) c.00 n/a
Min Length / LL def = 240
BRACING
T P CHORD
BOTCHORD
PLATES F I P
00a) 186/148
Weight: 352 (lbs)
Sheathed
1-7-.6-3-0, _ -0:a 6-7:4-3-.2.
NOTES
1Gable requires continuous bottom chord bearing,
Gable studs spared at 24, inches on center.
) Gable studsdin 72 inches length to be laterally braced at midpoint, For studs exposed to wind, see MITek "Standard Gable End Detail
.) Studs to be fastened with 2x3 M2o plates.
) This truss has been designed for a 1 0. 0 ,.f. bottom chord live load nonconcurrnt
with any Gthr art loads per Table No. 16-B, B-;
LOAD CASE(S) Standard
q
Job ' TN55 Tress Tyke
Q12310 F9 COMMON
�ty FP�y
! 1 1 Rexburg/ 11129 E
—8 Way 26 1-995-VTje-k-j—nddS--t(---
7A-54-7-1 1
--1 _' _ 8
:5xs T
4
7-4-5
14-2-3
1-0-0
27-9-13
— 7-
6-9-13
6-9-13
1 6-9-13--
Pfte Offsets (X , ) :
_.
LOADING (R SPACING -0-
I
TALL DEFL (ire) 000) 111 f]
Plates Increase 1.1TC
T DL 8,0 Lumber Increase 1.1 , ' rt(LL O.34 10/ 999
B 0.73 rt(TL) 0.5C) I o/9 999
BCDL 8,0 Rep Stress Incr YES WB 0. 79 Horz(TL) 0.20 7 n1a
Code U BC-94I'in Length I
LL def = 240
LUMBER
TOP CHORD 2 X 4 SIPF 165OF 1.5E 'Except*
T1 2 X 4 SPF 210OF 1.8E, T1 2 X 4 SIF 210OF 1.8E
BOT CHORD 2 X 4 SPF 165OF 1.517
VVEBS 2 X 4 D1`Stud/Std
OTHERS 2 X 4 SPFStud/Std
F D E Left. 2 X,Right: 2 X 4
REACTIONS (I b i i ) 1-220210-3-8) 7_2202/0- -
a Hort 1=-1 1load case
Max UPI ift 1=-118(oad case 4), 7— 11(io d case 4
BRACING
TOP HI[
BOTCHORD
FORCES
TOP CHORD 1-2=-3813, 2-3=-3118i -4--2353, 4-5=-2353F5-6z---311816-7z---3833
BOT CHORD 7-8=3408,
�} ` , 1 O-2777, 10'11-2777, 11-12=3405, 1-12=3408
WEBS,
4x6
SX5
PLATES GRIP
0( 149/11
Weight., 188 (lbs)
Sheathed or 2`5'2 on enter purlin spacing.
Rigid ceifing directly lied or 10-00-
Except. 1-12:6-:3-c), 11 -12:6 -3 -0.8 -9 -6 -3 -or 7-8:6-3-0.
1 Row at rn 1dpt -10, 10-4, 10-5
NOTES
1 ) Thistrus has been # desi` p I'ed for thewind �oads generated a.+' 80.0 1 1 I. ��y�p {� �-y # above
�, �. �'4€P�� 4 3..+.� 1�� �k+.iotiiPe grO4.+1nd level, using 7.'�f _�7.�� ��
bottom chord dead load, �1 x}0.0 miles from hurricane o anfine on � p �r� dead load � _ � . �
In reas 1. 33, Plate increase - 1.33_ o end Verticals are expomensions sed. p eC (ASCE 7- �_ Lumber
This truss has been designed for a 10,0 p. .f, bottom chord live load non
concurrent with any other live loads per Table. No. 1-B' HB -4,
,rinectors recommended to conntr�a tbearing walls
LOAD CASE(S) Standard
It
10
Job
Truss Truss Type
t F I
Q12310
F1G COM MOIL
BOLL
Rexburg/ 11/29 E
n arson
om po en s -
3.300s-M—ay—'2-&-T995VjT-
ek lndMfirles, Inc.
C9
t-
1
O
1-0-0
21—G-0
-0-0
1 -o-O
Rio l
W2273
42-10-8
0-
una.r _
JXtj
= 3x5--
i- 42-0-0
Pl: to Offsets ( ,, -. [3--0-0-0,0-1-81
LOADING
s
TSL
TDL
8.0
BOLL
0.
B DL
8.0
SPACING -0-0
Plates fncrease 115
Lumber Increase 1.1
Rep Stress I n r YES
Code UBC -94
LUMBER
TOP CHORD 2 X 4 DF Stud/Std
BOT CHORD 2 X 4 DF Stud/Stud
OTHERS 2 X 4 DF Stud/ tai
FORCES
CSI
T
BC
B
0-0
x.00
0.00
DEFL (in) (Roc) I/def]
Vert (L L 0.00 1*
Vert(TL) 0.00 1
H (TL) V. UU
Min Length / LL deft � 240
BRACING
TOPCHORD
BOT CHORD
Sheathed
' PLACES
M20(20ga)
RIP
186/148
X
w
Weight: 296 (lbs)
NOTES
1) Gable requires continuous button chord bearing -
2)
arin -
Gable studs spaced at 24 incheson center.
Gable studs exceeding 72 inches length to be laterally braced at i d o i-nt. For studs ���� t� i��, IiTI r tandarb Gable End ft. lp,
4) Studs to be fastened with 2x3 M20 0
plates-
This truss has been designed for a 10.0 p. .f. bottom chord line load n n on urr nt with any other- live loads r Table
LOAD CASE(S) Standard
Job Tress `truss Type � s Qty Ply
Q12310 l M1 MONO
n erson amponenfs---]F-
LOADING
(p
TLL
35.0
Stud/#d
x.02
BOLL
0,0
F3L
8,0
LUMBER
T F° H RD
BOT CHORD
VVEBS
10 I Rexburg/ 11 29 E
-0--8 4-6-0_,
- --
-- 4-6-0 --
v -'.
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1. `I
Rep Stress .l nr YES
Code UBC -94
REACTIONS (Ib / rze) 1=247/0-3-8, 3=247/0-3-8
Horz 1= (J ad case )
MaX Uplift -- foad case
FORCES
TOS' CHORD
E T HD
1-= 0
%jokit
CSI
TC 0.72
BC 0.37
B 0.00
ami
CQr�+]
DEFL
.
4
DF
Stud/#d
x.02
X
4
DF
Stud/Std
113
999
Hor TL)
-o.00
3
REACTIONS (Ib / rze) 1=247/0-3-8, 3=247/0-3-8
Horz 1= (J ad case )
MaX Uplift -- foad case
FORCES
TOS' CHORD
E T HD
1-= 0
%jokit
CSI
TC 0.72
BC 0.37
B 0.00
ami
CQr�+]
DEFL
(n)
(Io)
I/deft
Vert(LL)
x.02
113
999
Vert(TL)
0, 03
113
999
Hor TL)
-o.00
3
n/a
Min Length / LL d fl = 240
BRACING
TOP CHORD
BOT HID
PLATES GRIP
0(0 1861148
i
Weight, 17 (fbs)
Sheathed Or 6-0-0 on center purl i n spa drig}
except end v rfi(,-aI .
1-3:6-3-0-
NOTES
-: --.
DOTES
1) This truss has been designed for the ind loads generated by SCY0 m_p_l�, Ind at , 0 tit a
bottomhr�l �� 1��, 1 �.9 i�� from l��rrw�n� boground IJ, urs 7_ p_,f. top chord d ead load and 8. p_,f
nlin , On category I enclosed buiIding, of d Imensions 4x.0 by 24, 0 with exposure
Increase= 1. 33, Plate Increase= 1.33- o end verticals are exposed.
� � E 7-93). Lum��r
,) a been d � n +d for a ` 0. p. .f.. bottom chord Jive load noncon urgent with
h� tri h any other
H p� ter recommended to connect r � r lig I��rf per T��I No. 1yP', H-.foqows- One connector at joint(s) 3-
LOAD CASE(S) Standard
r
Job Truss Truss T
ype
11 0 K1 MONO
mer
RM
5-4-
-4-
t
Pi
12 Rexburg/ 11/29 FO
. 6
a jr1c.
U4 15.
q
3x4 =
5-4-8
Plate frs is ):
LOADING
(Psi
-TCLL
35.0
C6 L
8.0
BOLL
O,D
BDL
3..0
LVEF
TOP H[
BOTCHORD
WEBS
SPACING 2-0-C) CS]
F fan)
Plates Increase 1.15 T t ift
0.37
Lumber Increase 1. `1 � rt LL) 0. `�3 /4 999
0-71 Vert(TL)0.0 1/5 999
Jeep Stres,s I n r YES
Code UBC -94 B 0,36Hor(TL) 0_o1 4 n1a
n Length / LL def] =-- 2,dn
4 SPF 165OF 1-5E
X 4 DFStud/Std
X 4 DF Stud/Std
REACTIONS (lbs/size) 1=5,5310-3-8,4=55-3/0-3-8
Max Harz 1=196(�oad case 3)
Max Uplift 4--79(laad case 3)
FORCES
TOP CHORD 1-2=-549, 2-3=0? 3-4=-246
BOT CHORD-= , 1-5=487
EBS 2-5=782, -�-555
BRACING
T P H RD
BOT CHORD
M
on Jan 0
PLATES GRIP
a l (0a) 149/110
Weight: 48 (fbs)
Sheathed or - -O on center purlin spacing,
except and verficals.
TE
1) This truss been designed for the mind loads generated
by 8D.0 m, p.h. winds at 25.0 feet above round
feel, yin
g 0 p.bottom chord dead load, 100-0- mile from hurricane o eanJin�category J enclosed building, -f. top chord dead load and .0 p.,s.f
.33,o end vertcals are exposed. . ,0 with exposure -
3)a LukerIncrease=1, , PJ I rr
) This truss has been designed for 2 10_0 p_s.f bottom chord live load nonconcurrent with any other lig Jo:�Is r Tele i
� ,�1 �� connectors recommended to connect truss to - � o. � -� � UBC -94.
e rin aIJ due t uplift s fol[ows. One mnnertor
LOAD CASE(S) Standard
-r
Job
Truss
Q12310 M1
Anderson omponen
LOADING
( p
TLL
35.O
TL
E
B LL
0.0
LUMBER
TOIL HD
BOT CHORD
WEBS
ti
Truss Type
COMMON
NOW
5
i
aty ISI
4 1 Rexburg/ 1-1/29 E
_-2 6 -11T k Iin usTri —,Fn Uo—nj a n-OF�:.�
1 -4-0
SPACING
Plates Increase
Lumber Increase
Rep Stress l nr
Code
X 6 DF NO-
X 6 DF filo.
X 4 Stud/Std
2-0-0
1.15
T
1.15
E
'SES
WB
REACTIONS (Ih / lz) 1=-665/0-3-815=665/0-3-8
MaxHarz 1=35(load case
Max Uplift 1=-0load case ),5=-30(load case 4)
FORCES
TOP CHORD 1-2=-97972-3=-717,3-4--717,4-5=-979
BOT CHORD 5-6=864,1-6=864
EB 2-6--263, 3-6-3841 4-6;;---263
3A =
13-4-0,
f
DE FL (in) Ooc) I/def PLATES GRIP
Vara( LL) 0.0 / 0(0a) 186/148
`rt(TL) 0.03 6/5 9,99
Hort (TL) 0.01 5 n1a
Min Length / LL defl = 240 Weight: 7 (Ibs)
BRACING
TOPCHORD
BOT H ISD
Sheathed or -0-0 on center purlin spacing -
1 -6:6-3-0, 5-6-6,3lllmo.
NOTE
p ing-
TE
1 This truss has been designed for fele wind loads ge n rated by 80.0m _ p. h. winds at 25�O feet above ground level using
7.0 p,.f, tip chord dead 1ad and 8.0 P, ,f
bottom chord Mead load, 100.0 miles from hurricane oceanlin , on a categoryI enclosed building, of dimensions 4
5.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1-331 Plat Increase = 1.33. No end 'verticals are exposed.
This true has been designed for a 10.0 P, s.f. bottom chord lire load nonconcurr nt with any other five loads per Table No. 16 -Br UBC -94-
�3�&�MP �NH . connectors recommended to connect true to bearing walls due to uplift as follows:One connector at joint(s) 1r 5,
LOAD CASE(S) Standard
Job Truss
m ponent -
Truss Type
SLOPING FLAT
U
1
F
V
oar
--1
5-2-1
Qty
10-4-0
5-1=2
Ply
I p
' Rexburg/ 11129 E
"ayy
,nc�
5
3X4 i!
5-2-14 10-4-0 16-0-0
.�r
--14 -1- 5_8_0
Fite Offsets ---
-8,
- -- —
� ; - - - � , � � - - , -1- 1, [ p - =8, 0,3-011171-0-0-12 O-
LpADiNG
(psi
SPACING
2-0-0
TOLL
35.0
Plates Increase
1.15
TCDL
8.0
Lumber increase
1.15
BGLL
4.0
Rep Stress lrrcr
YES
BCQL
8.0
Code
UBC -94
LUBE
TOP CHORD 2 X 4 SIF 165OF I - 5E
BOT CHORD 2 X 4 DF Stu d/Std
VVEBS 2, X 4 DF Stud/Std *Except*
W2 2 X 4 SPF 1650F 1.5E
REACTIONS TIO ([b t i ) 1-85,5/0-3-8, 5-779/0-5-2
Max Hort 1 ` 0(load case
Max Upf ift �-14 Io d ca
FORCE,
TOP CHORD 1-2=-8141 2-3--1626, -4--1626, 4-5--z-1 626 5-6=41
BOT CHORD ---Or ---1 626, 1--(
WEBS --1469, ',-438, -7=0a -=-438, -=1 916
BRACING
F I 1 URD Sheath Perin - - �J k.+T-, "Lt=l put tin spacing,
except end rt i a [ .
1-8-16-3-0, 7-8:6-3-05 6-7:6-3-0,
Vd fJ
999
999
n/
�T
Y
C7}
on jan o8 o :
PLATES GRIP
0) 1491110
Weight- 74 (Ibs)
BOTCHORID
n
ME
NOTES
1This truss has been designed for the [ nd �oads generated by 80.0 Iril
oveground .
pp d dad Jed and . � �
_ fbttom chord dead load, 1��.� aI��� �ur-I��� ���li� n�t� I ��R��d building, of dimensions,0 bJth �� CIncrease 1- ; Flats Increase 1.33. o end verticals are exposed,
Lumber
This truss has been designed for a 10.0 p..f. bottom. chordlie I)ad
nonconcurrent with any other live loads per Table No. 16-13, UBC -94,
3) SIMPSON H2.5 connectorsrecommended to rornect truss to bearing walls due to uplift as follows, One connector at joint(s) 5.
LSD CASE(S) Standar'
TEFL
in
Io
TC 0.39
Vert LL
c).11
/7
BC 1.00 r
Vert(TL)
0.1
817
VVB 0.65
Min Length
I LL deft = 240
FORCE,
TOP CHORD 1-2=-8141 2-3--1626, -4--1626, 4-5--z-1 626 5-6=41
BOT CHORD ---Or ---1 626, 1--(
WEBS --1469, ',-438, -7=0a -=-438, -=1 916
BRACING
F I 1 URD Sheath Perin - - �J k.+T-, "Lt=l put tin spacing,
except end rt i a [ .
1-8-16-3-0, 7-8:6-3-05 6-7:6-3-0,
Vd fJ
999
999
n/
�T
Y
C7}
on jan o8 o :
PLATES GRIP
0) 1491110
Weight- 74 (Ibs)
BOTCHORID
n
ME
NOTES
1This truss has been designed for the [ nd �oads generated by 80.0 Iril
oveground .
pp d dad Jed and . � �
_ fbttom chord dead load, 1��.� aI��� �ur-I��� ���li� n�t� I ��R��d building, of dimensions,0 bJth �� CIncrease 1- ; Flats Increase 1.33. o end verticals are exposed,
Lumber
This truss has been designed for a 10.0 p..f. bottom. chordlie I)ad
nonconcurrent with any other live loads per Table No. 16-13, UBC -94,
3) SIMPSON H2.5 connectorsrecommended to rornect truss to bearing walls due to uplift as follows, One connector at joint(s) 5.
LSD CASE(S) Standar'
Job
1 1 0
ter.
Truss
N2
mponens -
Em
Me M@-.
U4
Truss Type
COMMON
6.00 rl_:
Qty
7
4x4
2
Ply.
p
Rexburg/ 11129 E
LUMBER
TOP CHORD 2 X 4 SPF 21 GDF 1-8E
BOT CHORD 2X 4 SPF 165OF 1.5E
WEBS 2 X 4 DF Stud/Std
REACTIONS (lbs/size) 1-876/0-3-8, 3;z87610-3-8
Ma
87610- -
Ma I --I rz 1=47(Io d case 2
Max Uplift 1=- 7 load , =- 7(lc d case
FORCES
TOP CHORD 1-2=-876F -=-876
BOT CHORD 3-4-779P 1-4-779
Y EB -4=1 26
0.84
0.53
0.12
3x4 ii
a
iT r rr .Fn—c.h- Jan -G9.'M: TTWage
DEFL (in} (Ioc) v
Vert(LL) 0.14 413
Vert(TL) 0.20 413
Horz(TL.) 0.02 3
Min Length 1 LL defi - 240
BRA CSN
TOIL ISR
BOT H R
11d fi
999
930
n/
PLATES
2(2ga
3A
GRIP _ -
149/11
Weight: 44 (lbs)
Sheathed or 3-11-0 on center purlir spacing.
Rigid coiling directly applied, or 10-00-00 on center bracing,
DOTES
This truss has been designed for the wind leads generated by 80.0 m.p_h, winds at 25.0 feet above ground level, using .0 . .f. top
bottom chord tread load, 100,0 miles from hurricane aline, on a category i enclosed building, of dimensions 45.0 by 24.0
rth exposure C (ASCE 7-93). Lumber
Increase ;-- 1.331 Plate Increase = 1.33. No end verticals are exposed,
2 This truss has been designed for a lao p. _f. bottom chord live load non oncurr nt with any other rive loads per Tablie No. 16-13, UBC -94.
3) SIMPSON #--�2. connectorsrccr�nded to r��tz#._.rit i fllc r t `ire
�.--
-. j ,.
LOAD CASE(S) Standard
LOADING
(pso
SPACING
-0-
1
TOLL
35.0
Plates Increase
1.15
T
L L
Lumber Increase
. °1
E
BOLL
0.0
Rep Stress 1ncr
YES
VVB
BDL
8.0
Code
I
LUMBER
TOP CHORD 2 X 4 SPF 21 GDF 1-8E
BOT CHORD 2X 4 SPF 165OF 1.5E
WEBS 2 X 4 DF Stud/Std
REACTIONS (lbs/size) 1-876/0-3-8, 3;z87610-3-8
Ma
87610- -
Ma I --I rz 1=47(Io d case 2
Max Uplift 1=- 7 load , =- 7(lc d case
FORCES
TOP CHORD 1-2=-876F -=-876
BOT CHORD 3-4-779P 1-4-779
Y EB -4=1 26
0.84
0.53
0.12
3x4 ii
a
iT r rr .Fn—c.h- Jan -G9.'M: TTWage
DEFL (in} (Ioc) v
Vert(LL) 0.14 413
Vert(TL) 0.20 413
Horz(TL.) 0.02 3
Min Length 1 LL defi - 240
BRA CSN
TOIL ISR
BOT H R
11d fi
999
930
n/
PLATES
2(2ga
3A
GRIP _ -
149/11
Weight: 44 (lbs)
Sheathed or 3-11-0 on center purlir spacing.
Rigid coiling directly applied, or 10-00-00 on center bracing,
DOTES
This truss has been designed for the wind leads generated by 80.0 m.p_h, winds at 25.0 feet above ground level, using .0 . .f. top
bottom chord tread load, 100,0 miles from hurricane aline, on a category i enclosed building, of dimensions 45.0 by 24.0
rth exposure C (ASCE 7-93). Lumber
Increase ;-- 1.331 Plate Increase = 1.33. No end verticals are exposed,
2 This truss has been designed for a lao p. _f. bottom chord live load non oncurr nt with any other rive loads per Tablie No. 16-13, UBC -94.
3) SIMPSON #--�2. connectorsrccr�nded to r��tz#._.rit i fllc r t `ire
�.--
-. j ,.
LOAD CASE(S) Standard
42
Jodi Truss
1 231 0
X
J
Q _
0 -10 -
9
Truss Type
COMMON
6. 0.0 i—T
a
Raxburgl 11129 EG
--3130'tfs Ka-�-26T99-5 UjTeTcTrit�us�ries, l�nc. bra Jan 08-709-,,237.
, 0 &- 19 aN ge 7
ITi
16-0-0
--0
PlateOffSetS
(X, :: a0-000-1-01
LOADING (psf) SPACING 2-0-0 1
T LL _35,0 - rcPlates Increase 1.1 � T
_C - b —L -8 0 Lumber Increase 1.1
BOLL 0,0 Rep Stress Iver YES W
B DL 8.0 UBC -94
LUBE
TOP CHARD 2 X 4 D.F t u d/Std
BOT CHORD 2 X 4 DF StudfStcf
OTHERS 2 X 4 DF Stud/Std
FORCES
16-0-0
DEFL ern) 10 I/dei —.
0.00 e (LL) o.00 I
0.00 Vert(TL) 0,0o
0.0 0 Ho (TL) 0.00 n/a
Miry Length / LL dei - 240
3x4
PLATES GRIP
M20(20ga) 186114,8
Weight, 7 (lbs)
BRACING
TOP CHORD Sheathed
BOT CHORD Rigid ceiling Cl[FeCtly applied, or 10-00-00 on center
bracing_
NOTES
1 able requires continuous bottom chord bear[n -
a ale studs spaced at 24 inches on center,
Gable studs exceeding inches length to be liter
4) Studs to be fastened with 20 M20 plates,il I fired tid o i pit. For studse���� t� ori �d I"�!i T �
an ark Gable End [detail
This truss has been designed for a 10. 0 p._f. bottom chord live
1oa d nonconcurrnt with any othr live foads per TabJe No. -
LOAD CASE(S) Standard
C
Job Trus,
12310 E1
V -I
6
Truce Type
COMMON
Qty I Ply
Rexbu/ 11129 E
- -
5X5
5
Me-R-1-Fuu-st—rie—s J ifo—.M on-, -Ta--n
- -1
- 10-6
41-7-2
-`0-6
:26,49 1996 Page
6-4-14 0-10-8
6-4-14
12-3-4
18-1-10
4-0-0
9-10-
0-10-
6-4-14
-10-
-10-
-1
-1 -
5X5
5
Me-R-1-Fuu-st—rie—s J ifo—.M on-, -Ta--n
- -1
- 10-6
41-7-2
-`0-6
:26,49 1996 Page
6-4-14 0-10-8
REACTIONS 1b / i. e 1-2508/0-3-15 (input, 0-3-8), 97-2508/0-3-15 (input: 0-3-8)
Max Horz 1=-1 0(load case )
Max Uplift 1=-1 1(load case 4), 9=-131load case
FORCES
TOP CHORD 1-2,4568. 2-3--4297t -4--3536, 4-5--26955 5-6=-2695, 6-7=-3536t 7-8�47, 8-9=-4568
ESOT C H 0 RD -1 0=4057 P 1 11 =3 551, 11-12--z29 , 12-13=29921 13-14=35 51, 1-14=;4057
WEE 2-14=-401, 3-14z--5501 3-13=-740r 4-13=7 , 4-12=-1 0590 5-12= 18993 6-12=-1 059,6-11-7731 7-11=_740 -8-10;
---401
NOTES
1 This truss has been designed for the wirdloads generated b 80-0 m, p. h - winds at .) feet above ground I I using 7.0 -
s,f. top chord dead load and 8.0 ps.f
bottom chord dead load, 100.0 m1les from hurricane ocean lin , on a category I enclosed building, of dimensions 45.0 by 24.0
with exposure C (ASCE 7-). Luer
Increase- 1.33, Plate Increase - 1., No end Verticals are exposed.
This truss has been designed for a 10- 0 p. s. f. bottom chord I Eve load non or u rr nt with any other live loads per TBC-94,
or-s,,recommended to connect truss to bearing walls due to iuplif as follows: One connector a
4 Required beal-i ng size at joints 1 f 9 greater than 'Input bElaring size.
LOAD CASE(S) Standard
"Affit 4x6
Wi
16-2-3
-0-0
31-9-13 39'7-11 48-0-
-5
7-9-137-9-13
s
7-9-13 7-9-1 8-4-5
-
P
Pl t Offsets ( , .
[1:0-0-810-0-0],
[1.0-�[3:0-
- - 1,
17:0-0-0,0-3-0],[9,0-0-0,0-1-01,
[ -- - -
� 113:0-0-0,0-3-01
LOADING (psf)
SPACING
2-0-0
CSI
DEFL (in) (Io c) 11dfil PLATES GRIP
-.�.
Plates In -crease
1.15
T
0-88
Vert(LL) 0-49 12111 999
f ( a) 149/11
T D L 8.0
Lumber Increase
1,15
BC
0.88
Vert(TL) 0.71 12/11 807
BOLL D'O
Rep Stress In rE,
�
VVB
O95I--I
r(TL) 0. n/
B D L
Code
U -
in, Length � LL deft = 240 ° Weight,- [b
LUMBER
BRACING
TOP CHORD X 4
SPF
165OF 1_5E
TOP RCS Sheathed or -1-10 an center purlin spacing,
BOTCHORD 2 X 4
SPF
1650F I.5E
BOT CHORD Rigid cefling directly p iaed+ or 10-00-00 an center bracing.
Except". 1-14,-6-3-0, 13-14.,6-3-0, 10-11.6- -
OTHERS X
SPF
tud tsd
,9-10-6-3-0.
' EE 1 Row at idpt 13-4t 4-1 12-5a 1 ' 6'11
EDGE Left: 2 x 4,
Fight; 2 X 4
s
REACTIONS 1b / i. e 1-2508/0-3-15 (input, 0-3-8), 97-2508/0-3-15 (input: 0-3-8)
Max Horz 1=-1 0(load case )
Max Uplift 1=-1 1(load case 4), 9=-131load case
FORCES
TOP CHORD 1-2,4568. 2-3--4297t -4--3536, 4-5--26955 5-6=-2695, 6-7=-3536t 7-8�47, 8-9=-4568
ESOT C H 0 RD -1 0=4057 P 1 11 =3 551, 11-12--z29 , 12-13=29921 13-14=35 51, 1-14=;4057
WEE 2-14=-401, 3-14z--5501 3-13=-740r 4-13=7 , 4-12=-1 0590 5-12= 18993 6-12=-1 059,6-11-7731 7-11=_740 -8-10;
---401
NOTES
1 This truss has been designed for the wirdloads generated b 80-0 m, p. h - winds at .) feet above ground I I using 7.0 -
s,f. top chord dead load and 8.0 ps.f
bottom chord dead load, 100.0 m1les from hurricane ocean lin , on a category I enclosed building, of dimensions 45.0 by 24.0
with exposure C (ASCE 7-). Luer
Increase- 1.33, Plate Increase - 1., No end Verticals are exposed.
This truss has been designed for a 10- 0 p. s. f. bottom chord I Eve load non or u rr nt with any other live loads per TBC-94,
or-s,,recommended to connect truss to bearing walls due to iuplif as follows: One connector a
4 Required beal-i ng size at joints 1 f 9 greater than 'Input bElaring size.
LOAD CASE(S) Standard