HomeMy WebLinkAboutTRUSS SPECS - 05-00401 - 1115 Arctic Willow Dr - New SFRJob Truss Truss Type
105672 DI1" TRUSS
STOCK POW NT - I l= y Idaho Falls, I83403t Robin
� 115 Art
Ic Willow Dr
Scale = 1:44,2
40
Platy fist �� _� -1 �w�-� [14 :0, -1 OLq-1- E 1. -2-8 0- - ]
TOLL 35.0
(Foot nos.)
T L &
BOLL 0.
DL 8.0
LUMBER
TOPCHORD
BOT CHORD
OTHERS
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1 .1
Rep Stress Incr NO
Code IRC2003/TP12002
SPF 165OF 1
SPF 1650F 1 .
4 SPF Stud/Std
TC 0.19
f sc 0.07
�
WB 0.18
F (Matr"sx)
5x5
-0
DEFL in
Ved(LL) -0,01
rt(TL) -0.01
Hrz(TL) 0.00
([oc) 1/deft Uid PLATES GFT'
45 n/r 120 MT20 197/144
is n1r 90
14 n/a n1a
7
Weight: 109 1b
Structural wood sheathing directly applied ar 6-0-0 oc purfins.
Rigid ceiling diirecfiapplied or 10-0-0 oc bracing,
(lb/size) = -8- , 1'- 1 V 1 -8-0, =204/211:-8-0'. =203125-8R1., '= rL - -01 =1 8 ! - 40, 26=267 5-8-Ot O=2041 - u00. 1 = 0y -8- ,
1 = 0 l - -0, 17;-.183125 8-Ok 16=267/25-8-0,14=242/25-8-0
Max Hor-8(Jo ad case
MaxU IW — to case ), . -- 0-(1oad case , — (load case , =i (l ad case 7), =135(Io d case 7), =- 4 I d case , 0=- I d case
1 =- (ioa case ), 1. =- fo d case , 1 =- (lead case ), 1 =- 4(1oad case ), 1 =- 1 ad case )
Max Grav 2=356(load case ), 21=1 (I o d case 1), 22=310(10 case 2), = i o {d case ), 4^ 0 (fond case ), 25=2680oad case ), = (load case
), 0= 10(io d case ),, 1 = 4(load case , 1 = load case ), 17 = (load case ), 1 = 87(I ad case ), 1 � (loa case .).
KWICES C - Maximum Compression/Maximum Tension
TOP CHORD 1- = Ot7g, 2-3=- 10716 5, 3-4.-86/49t 4-5=-77/69r 5-6=-79/90. 6-7=-781110. 7-8=-6311281 8, B- =-83/1231 -1 G=- ,
10-11=-79160* 11-1 77142# 1 -1 -= 86132, 1 _1 �-107165,14-1 =0 0
BOT CHORD - � /87$ -26=01871 24-25=01-8711 23-24=0/87, 22-23=0/87, 21-22=0/871 20-21-0187,19-20=0/87X 18-1 9=0/87F
17-18;=0187,16-17=0187P 1-1 =0/87
WEBS 8-21 =-I 5310, 7-22=-277/49,,6-23_-263155P 5-24---271/530 4-25=-243/51, 3-26;;7-334/62, 9-20=-277148,10-19=-263/56.,
11-1 8=--271163,12-17=-243151113-16=-334162
NOTES
1 Wind ASCE- 8, i h t -; T DL=4. psf, L=4.8pst- ; Category 11; Exp enclosed'. F1 1 tenor zone; Lumber
D0t_-1.33 plate gtip DU =1.33..
Truss designed for wind loads in the plane of the truss only-. For studs exposed to wind (normal to the face), see MiTek " Standard
Gable EndDetail'
T LL: ASCE7- Pf=35.0 psf (flat roof snow); Exp Full Exp.
Unbalanced n loads have been considered f r this design.
This truss has been designed for greater of m1ri roof live load of 18.0 p f or 2:00 times flat roof load of 35.0 psf on overhangs
non -noncurrent with other INe loads.
This truss has been designed for a 10.0 psf bottom chord live load non on urrent wfth any other live loads.
A l l pl ate s are I.5 x4 IVIT2 0 u n less- oto erwise in di sated.
8 Gable requires continuous bottoms chord bearing.
Gable sluds spaced at 2-0-0 oc.
10) P rovide rn e c hanical co Anne tro (by others) of tru s s to b earrn g plate capabl a of M thi s tan di rig 2 5 1b ti i t a tt at 10 in t 2, 3 0 lib u lit t ��int
22, 36 Ib uplift at joint 23, 33 1b uplift at joint 241 35 1b uplift at joint 25, 34 1b uplift at joint 26, 28 lb uplift at Joint 20, 37 #b uplift at joint
19, 33 ib uplift at joint 18, 35 lb uplift at joint 17, 34 1b € plift at joint 16 and 37 Ib uplift at joint 14.
11 This truss is designed in accordance with 1he 2003 International Residential Gude sections R502.11.1 and RB02.10.2 and
ref a rem standard ANSVTPI 1,
LOAD CAS (sStandard
Truss Type
;Job
05672
Rel` TRUSS
mCOMPONENTS-IF, Idaho Falls, ID 83403;Robin
6.00 f 1
6-1-12
5x:6
4
Qty- � . ----- -- /#1/11-31EJ(ID)Ft
)
--L--.--[Job ReferenceAq .too s Feb 112005 iTk Tula, Its: Thou Nov 0 `x.:58.
18-11-12
i
Page 1 J
1-0-0
Scale ,- f A4.2
W.
10 9 8 500
rt 5x4 H 5x8 1.5x4
- �_�__._. _ _ - ��_ ,,., � -•-moi
6-8-4 41-1 -1-1 6-8"ale I -4
I - OA DING fnsf I nim
TC LL 35.0Irl I r ,
T.i Lumbe Increase 1:1
TGDL 8.0 Rep Stress Incr YES
BELL 0.0 Code IR00P100
BGDL-
LB ER
TOP
DOT CHORD
EBS
REACTIONS (l z =1 8f - -8, 6=139810-3-8
Max Horz 2=850oad case 7)
Max plift2=- 12 6 Ooa case 7, 6 =i1 (road vaso 8
Max G rav 2=168 (io ad carie ), 6=1, 6 80(lo ad case
TC 0.84
BC 0,64
B 0.48
(Matrix)
V rk(LL)
rtTLI
in flac) Vdefl Ud
-0-14 6-8 >999 240
-0. -S >999 180
orzl.) 0.09
BRACING
T P CHORD
BOT CHORD
WEBS
FORCES (lb) - Maximum ompressio /Maxi um Tension
TOPCHORD 1-2=0/7112-3=-26011136,3-4=-15831130.4-5=-1583/130,5-6=-2601 1 , - -0/x'1
8 T D 2-10=-12312149.9-10=-12312149,8-9--38/2149,6-8=-38/214
.B -1 =0/248, 3-9=- 11 2/1 9., 4-9=- 1 i ce 5$5-9=- 1132/1 0 r 5-8=0/248
n1
PLAN GRIP
UT20 1 9711 44
W lglht3 94 lb
Structural wood sheathing directly applied or 3-2-4 oc purlins.
Rigid coiling directly applied or 10-0_0 oc bracing.
1 Row at midpt 3-915-9
NOTES
1) Wind ASCE 7-98; p ; h=2 T L;--4. p t# - L=4. st; Category 11; Exp ; enclosed; MWFRS interior zoo; Lumber
L;-- 1.33 plate grip D L-1,33.
TOLL: ASCE 7498. Pf=35.0 p t (flat roof snow); Exp } Fully Exp.
Unbalanced snow loads have been considered for this design.
4) This truss has been designed for gn at r of min roof Imre load of 16.0 p f or 2.00 times flat roof load of 35.0 p f on overhangs
non -concurrent Mith other live loads.
This mss has been designed for a 10,0 ps.f boltom chord live l oad non coif u rr nt With any other live, loads.
Pro i e mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint2 and 126 lb uplift at
joint 6.
7) This truss is designed i accordance with the 2003 I ntem ti o real Residential Code sections R502-1 1.1 and R8G2.10.2 and referenced
standard AIDS VTP 11.
LOAD CASE(S) Stand and
is
SPF
1650E 1.5E
4
SPF
Stud/Std
REACTIONS (l z =1 8f - -8, 6=139810-3-8
Max Horz 2=850oad case 7)
Max plift2=- 12 6 Ooa case 7, 6 =i1 (road vaso 8
Max G rav 2=168 (io ad carie ), 6=1, 6 80(lo ad case
TC 0.84
BC 0,64
B 0.48
(Matrix)
V rk(LL)
rtTLI
in flac) Vdefl Ud
-0-14 6-8 >999 240
-0. -S >999 180
orzl.) 0.09
BRACING
T P CHORD
BOT CHORD
WEBS
FORCES (lb) - Maximum ompressio /Maxi um Tension
TOPCHORD 1-2=0/7112-3=-26011136,3-4=-15831130.4-5=-1583/130,5-6=-2601 1 , - -0/x'1
8 T D 2-10=-12312149.9-10=-12312149,8-9--38/2149,6-8=-38/214
.B -1 =0/248, 3-9=- 11 2/1 9., 4-9=- 1 i ce 5$5-9=- 1132/1 0 r 5-8=0/248
n1
PLAN GRIP
UT20 1 9711 44
W lglht3 94 lb
Structural wood sheathing directly applied or 3-2-4 oc purlins.
Rigid coiling directly applied or 10-0_0 oc bracing.
1 Row at midpt 3-915-9
NOTES
1) Wind ASCE 7-98; p ; h=2 T L;--4. p t# - L=4. st; Category 11; Exp ; enclosed; MWFRS interior zoo; Lumber
L;-- 1.33 plate grip D L-1,33.
TOLL: ASCE 7498. Pf=35.0 p t (flat roof snow); Exp } Fully Exp.
Unbalanced snow loads have been considered for this design.
4) This truss has been designed for gn at r of min roof Imre load of 16.0 p f or 2.00 times flat roof load of 35.0 p f on overhangs
non -concurrent Mith other live loads.
This mss has been designed for a 10,0 ps.f boltom chord live l oad non coif u rr nt With any other live, loads.
Pro i e mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint2 and 126 lb uplift at
joint 6.
7) This truss is designed i accordance with the 2003 I ntem ti o real Residential Code sections R502-1 1.1 and R8G2.10.2 and referenced
standard AIDS VTP 11.
LOAD CASE(S) Stand and
is
Job Truss Truss Type
05672C5G ROOF TRUSS
STOCK COMPONENTS -IF, JCM0 Fit ID 83403, Robin
NOTE
1 1 Tha,s truss 15 designed in : orlon with the � 1�� �� � Residential
LOAD CASE(S) Standard
�. Job re n eat
66.200 s Feb 1 2005 MiTek l du es, Inc. Thu Nov 03 15:58:34 20D5 Page
job � truss T
0%79 CSG ROOT TRUSS
STOCK COMPONENTS -IF, Idaho Fa11 , I'D 83403, Robin
16-4-0 -'T--
z 4
05
Qty ly I F J#111 1- /EJ f l
1 �
Jobfrr �f1pnl _
.�.� 6.200 s Feb 11 2005 MtTek Industries, Ina Thu Nov 03 15:58:34 2005 Page 1
--32-8-0
33-8-0
--4
1-0-0
Scale = 1.55-
+}
Tiate Offsets,
LOADING pf)
TGLL 35O
Roof Snow --35,O)
TGDL 80
BOLL g.
DL
E
TOP CHORD
BOT CHOP D
THEA
SPACING -0-
Plates Increase 1,1
Lumber l nGre a 1.1
Rep Stress In r NO
Code JRC2003/-FP12002
SPF 165OF 1,5E
4 SPF 1650F 1.5E
4 SPF Stud/Std
27-8-0
-#
TC 0.93
130 0 .
WB 0.45
(Matrix)
x5 -
DEFL
Vert(LL)
Vert(TL)
ire (1)
-o-0418-19
-0.0218-19
i/def]
nfr
nr
n1a
Ud
120
0
n1a
PLATE'S
TO
WWI
Weight: 154 ib
GRIP
1,97/144
Structural wood sheathing directly applied Gr 10-0-0 oc purlins.
Rigid ceiling dimly applied or 5-5-3 oc bracing.
1 Row at midpt 10-27
REACTIONS Ib/size --137/27- - , =814/27- -O, 28=254127-8- , -187/27- - a O =: 0 / 7- - , 1=203127- - w =205/27- -0, 33x199/27- -C, 4= 27- - ,
26=258127-8-0, 25;--166/27-8-0, 24=294/27-8-0, =-1 - y0, 22=785127 -8 -
Max
4, -load case 7 26=-31 (load case , d case ,
e =10 1 oad case 8-323 ( load case , = 292 ( load case ,,- 298 (lo case )., 31 W 297(i o d case )i 32-299 (load case
33=291 load case 2), 34-322 (load case t = 8 ( load case , 25=241(ltd ad case 31, 4-429 (10 ad case 3), 23=1 (load case , 22=1144(1 o d
case
F
FORCES k1b) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0170,2-3-111/1144. -4=-771113614-5=-50/11 ,5-6=-27/113676-7=-411136T`- = 11 = 11 ,
-1 0--oll 118,10-11-0/11491 11-1 -0/11 -t 12-13=-9/1183!F 1 -14=-43/1207}14-15,-65/11 4,1 -1 --11X4/1276a
16-17=-14011205§ 17-18---16911146,18-19=0170
SOT CHORD - 4=-! 01.011 , - 4=-101011'9.x# = =-1010/1 , 1- -1 101192, 30-31=-1010/192, 29-30.z---101011921
28- ^-1 o f ,otl , - 8-- l o l o/l , 26-27=-1010/1920 25-26=-101.0/192,,24-25=-101011!92,23-24=-1010/1921
-=- 4 l of 1 921, 1 - =` I of O/1 p O- 1 =- J o k 1 1 927 1 8'21 =,1 01 0J
WEBS 10-27,=-1 05610, 9-28=---291/46. 8-29=-260/56, 7-30--266153,- 1=-265153,5-32=-267/53,j 4- --260/, 4, 3-34=-288/53,
��7j ++�� f � �-y j� f
11-26---351150, 1 G -L -- 1 /5 � 1 iF�- 1 F , 1 4`23--36/47, 15-22=-649192.16-21=-133/38,17-20=-138/41
NOTES
i - mph} h. - TCDL- _8 f; B DL��-. #;Category ii; Exp ; a to ; MAWFR interior zone; Lumber
DL= 1 -33 plate nip DOL=1,33.
Trussdesigned for wind loads in the plane cif the truss only. For studs exposed to wind. (normal to the face), ee iT� "'Standard
Gable End Detail"
T LUf ASCE 7-98; Pf-35.0 pst (flat roof snow), Exp Q FuHy Exp_
4) Unbalanced snow loads have been considerect for this design,
This truss has been designed for greater -of min roof filve load of 1.8.0 p f or 2.00 limes f f roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
This truss has been designed for a 10.0 f batt= Chord We load n a urren't VAth any other if .d .
All pintpq are 1.5x4 MT20 unless otherwise Mclicated-
8) Gable studs spaced at -0- o .
9) Provide mechaniwal A others) of truss to beafing plate capable of withstanding 4619 1b uplift at joint 2, ]b uplift at joint
, 37 Ib uplift at point 29, 33 lb uplift at. joint 30, 341b uplift at Joint 31, 33 1b uplift at joint 32. 37 1b uplift at joint 33. 26 lb uplift at Joint
31 lb uplift at pint 26, 33 lb uplift at *Dila 25, 46 lb uplift at joint 247 223 lb uplift at joint 23 and 120 1uplift at joint 22.
1 No n. S tanlord beari ng co ndition. Review requ it` d.
Continued or page
'Truss Type
I � � �
1Q5572 C4 BOOFT
STOCK GSM POS T T lF, Idaho Falls, ID 83403, Robin
�, --
5-9-11
L
1-0-0 -=1 1
t
I
Ch
0
Ply -- --- iF.1#1f9 i-31F.1(]t7)R -
E
17JO KolmflL@ Lq0!,Gnd1j,_.__
6.200 s Feb 11 2005 MTek Industries, Inv,.
11-0.1 F 16-4-0 21-7-
.� 1_ -
3 26-10-5
5-3-3
4x6
--
'''
Thu Nov 03 15:58:32 2005 Page 1
- �t
I _01-0
Scale a 1.55.
LOADING ( psf
Tt_L 85.0
(Rot now=35.0)
TDt_ 8.0
BUL 0,0
GCDL Sri
LUMBER
TOP CHORD
BOT CHORD
WEBS
1
4x4 1f
1K
5-2-12 -- , - 8--4
16-4-0
7-10-12
D 2 dgEJ!dL1 �-O 0 0- -Q1
SPACING _8:8
Plates Increase 1.18
Lumber Increase 1.1
Rep Stress In r YES
Code I888P l8 0
4 SPF 165OF .
4 SPF 165OF 165O1.5E
SPP Stud/ td
REACTIONS (Ib/size) 8=1433/0-5-81 13;-_2078/0-5-8
Max Harz 13=104 (load case
Max U lilt&=-144(load case 8)0 18=-1:o (load case 7
Max r v8=1 18(1oad case ), 18= 488(load case
F1
4--1
-10-12
DEF
MO
1de]
Vert(LL)
-8.1
8-18
>999
Vert(TL)
-0.31
8-18
>999
H orz j L
0.07
8
n/a
13RACING
TOPCHORD
GOTCHORD
WEBS
4 =
t
. 1
8-54
Ltd PLATES P
248 p T8 1971144
180
nT a
Weight.* 133 lb
Structural waod sheathing directly pl ie or 3-3-12 p url n.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt -11
FORCES lk) - Maximum Compression/Maximum Tension
TOP CHORD 1- = 87 - =-146/1249, - R-7861841 4- ==1228/1 F =8T 1898/1382 J7=- 1 , - =- 7 /18 , 8-98172
BOT CHORD -1 =- 1/184F 1 -18=-54411 8:v l 1-1 --91981 F 10-11=011881 t 8-1 =-8412588
WEBS 1 =-24/1 2. 4-1 i-=-983/89, 4-11=-57/441 8-11 44/891, ,8-11 ;---111 /14` t 8-18=-15/8 '4, 7-10=-885/1 7t
3-13;---2380/196
NOTES
1 Wind- ASCE 7-98; 90mph; h= ft, T Dt_=4. P f, 8 DL=4.8p f* Category 11; Exp , enclosed: MWFRS interior zone; Lumbar
D 0 L-_ 1.33 P1 ate g flp DOL= t _ 33.
T LLi ASCE 7-98; P1=35.0 p f (flat root snow); Exp ; Fuily Exp.
Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater of min roof live load of I 8,O psf or 2.0.0 tires flat roof lead of 35.o p f on overhangs
non -concurrent With other five loads-.
This truss Inas been designedfor a 10.0 p f bottom chord live toiad nonconc rnt with any other live loads.
.
Provide mechanical n n tion (by others) of truss to beariflg plate capable of withstanding 144 1b uplift at joint 8 and 1 [b uplift at
jNnt
7. This truss is designed in accordance with the 2003 Intemational ei �.ti i Code serUons R502.1 1.1 and R802.10.2 and referenced
standard ANS iI 1.
LOAD CASE(S) Standard
4M
it
' tTri! -
TTuss Type
Job
GOOF TRUSS
105672
IL
STOCK COMPONENTS -IF, Idaho Falls, I W+ Robin
13 16-4-0
- - . ---�. _
-9-11
--
-SEM
5
i d
Pty
aty
� 1y
Job Reference Lqp
.200 s Feb 112005 MiTakI n u sures, Inc. Thu Nov 03 15:58212005 Page
--
32-8-0 33-8-0
F
1-0-0
Scale - 1.55.3
I-01 sw
546 &ar:..
9-10-12 1. 16-4-0
RIM
LOADIN p t) SPACING 2-10-0 CS1DEFL
T LL
35..
(sof no,_)
TDL
8.0
BOLL
0.0
BDL
8.0
LUMBER
TOS" WORD
BOTCHORD
EBS
Plates increase 1.15 TG 0.89
LumberIncrease 1-15 BG 0.57
Rep Stress I ncr YES WB 0.78
Code IR00P100t
X4 SPF 1650F 1.
4 SPF 165OF 1.5E
X 4 SPFStud/Std
REASONS ifs 42;-_2511/0-5-8,, 8=1000-
MaxMax Horz 12= 1 04(load case 7)
Upliftl =- `, toad a 7), --� ;� ���� �
Max Gray 1 _0(fd case 2). 8-;=1 (ta case
e(LL
Vart(TL)
H Tz(TL)
6-5-4 9-10-12
in
(lo)
Ildfl
Ud
-0, 19
8-10
>999
240
-0.44
_10
>614
180
0.05
8
n/a
nfa
BRACING
TOS' CHORD
BOT R L)
WEBS
PLATES GRIP
MT20 1971144
Weight: 1 1 1
Structural wood sheathing directly applied or 2-2-0 oc purfin r
Rigid ceiling directly applied or 6 -0 -ID or, bracing.
.1 Row at mipt 4-1215-11, 6-11
FORCES (1b) - Maximum Compression/Maximum Tension 0/72
T I-1
D 1- =0/701 - =-12311346* -4�-1 t / 0 t t 4- 667/51 - =- 1, -` =- 1 111 - - 4/1 _ -
I�
BOT CHORD -1 =-1 02711 , 1.1-1 =-1 1 81145, 1 o -t 1 =-1 x"511 392) -1 0=-7/21 0
WEBS 3-12=-831/1441 4-12=-2411/216, 4-11==38/1294, 5-11;---720/200, -11=-1159/1 1., -
1 =� �1 =� '1
NOTES
1 Wind: ASCE 7-98: 90mph; h= ft} T L= 4z P f; BCDL=4.8 f# Category t1;tp Q enclosed; MWFRS interior zone; Lumber
L=1.3.3 plate grip DOL=1 ..
T .L. ASCE 7-98; Pf= 35.0 p t (flat root snow); Exp Q Fully Exp.
nba1 ed -snow loads have been considered for this design
4 This truss has been designed for greater of min roof lire load of 18.0 psf or 2.00 times fat root load of 35.0 psf an overhangs
non -concurrent t with other live loads.
This truss has been design for a 10. 0 psf bottom chord Iive Io d n on co ncurr nt with a ny other live loads.
Provide a antral conn ti n: (by other's) of truss to bearing p late capable of withstanding 207 1b u pl i h at joint 1 and 133 ib uplift at
joint 8.
This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802,10.2 .and Telerenced
standard ANSVTP I I y
LOAD CASE(S) Standard
_ • •. _-•_----- -,. ...i._.__.. a �._. �__ �_.. �_._. ._.
Truss , T ru Type
.
IROOFTRUSS
�s
STMK COMPONENTS -IF, Idaho Fails, ILS 83403, Robin
5x1 --
--1 -- ! -
a � -
--4
4X4
6.VV 1 3
I Sx4 N-
9
11
4x4
lJnh fern 10l
6.200 s Feb 112005 M!Tek Industries, Inc... Thu Nov 03.15-58:29 2005
19-4-0
-10-1
3
10
F
--
Scale - 1.53.5
9 50
4X4
-1-1 --
-:*}
0'_Q -4-0t0-3-
Y. -_ _....�•__
—"�
---- tip--- --. ---. ...
LOADING pp T4�
SPACING 2-0-0
CS1
FL
in
(Joc
pr
T LL 35.0
Plates Increase 1.15
TC ID .66
V(LL)
-0.21
1-11
>999 240
( 4J no w-35.0)
Lumber Increase 1.15
IAC 0.74
Vert(TL)
-0.41
1-11
5 180
T DL 8.0
Rep Stress IIto YES
WB 0.71
iso (TL)
0.14
7
n/a nia
L .0
Code i ITP 12002
IL
Nis
X 4 SPF 165OF 1.5E
4 SPF 1650E 1.
4 SPF StucYStd
REACIICMGlb/size) 1=1646/Mechanical, 7=1761/0-5-8
M
=1 1/ - -
HotHorz 1==110(to d case ).
Max pllftll--1040 ad case 7), 7=-1 1(load case 8)
Max Gray I=1 �Io d case ), = .10 (load case )
BRACING
TOP CHORD
BOT CHORD
EBS
PLATES GRIP
1 * 1 F 1971144
Weight: 128 1
Structural wood sheathing directly applied or 2-9-9 oc purl M
Rig Id caning directly .applied or 10 -0- o bray..
1 Row at ml pt 3-10,5-1
FORCES (Ib) - Ma)Clmum Compression/Maximurn Tension
TOP CHORD 1- -3559121 , - �-302711 6, Y =-1946/1 8} 4-5=_1946/170+ 5-6=-2964/186,6-7=-3478/1981.7-8--0/72
BOTCHORD 1:11=- 1713028, 10-11==1141 2:54, -10 _-3712223, 7m =-99/293
19 27
WEBS -11=- 6/1 , -11=-23/721, -10=-1141/150, 4-1 =rt x'11 , -40='111 - 59=-1 41668 t - � i
NOTES
1 Wind: ASCE 7-98: 90mph; = 5ft; T DL 4.8 ff D1i=4. p ; Category fI; Exp r enclosed, MW FRS Interior zone, Lumber
L= 1. 33 pl ate g ri p DOL=1 _-
T LL-, ASCE 7-98; Pt==35.01 1(flat root snow); Exp Q Fully Exp.
Unbalanced now loads have been co Id r d for this design.
4This truss has been designed for greater of mitt roof live load of 18.0 psf or 2.00 times flat roof load of .85,0 p f on overhang
non -concurrent with other live loads.
5) This ru s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Refer to girder(s) for truss to truss connections.
Provide me a tri ca l con n efio n (by others) o # truss to bearing plate capable of withstanding 104 tb uplift at Joint 1 and 151 fb uplift at
joint 7.
8 This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and 8802.10.2 and referenced
standard AN SUTP 11.
LOAD CASE(S) Standard
TTUSS
105672 ICIG
STOCK PENT -I, Idaho Falls, ID 834031
BODE TRUE
Robin
Ply -J 1F.f#1 J11-31E,J(lD)f;
1
Li
gplFRIeference
6.200 s Feb 11 2005i e Indusffies, Inc® Thu Nov15:58:28 2005 Pag
NOTES
r i o b tither of truss t b caring 1 ate capable of Withstanding 1b uplift at joint . 71b u 1pl ifit t joint , 7 1 u li l joint ont , 41b u p f i t
10) Provide mechanical coni �� � � joint � �� uplift � int � s �� uplift t ��; �t x 1 11tt t joint 4, 1b uplift�� � i nt 1b uplift t joint 25, at ��f��i � ji nl
joint 0, 4 1 u
uplift at joint 237 33 1b u p tift at hint , 371b uplift at 'pint 21 , 2.6 1b u pfift atjoint 0 and 1b upl11t t joint S.
Y
11) This truss
is designed in accordanceWith the 20.03 International Residential Code sections R502.1 1.1 and R802.10.2 nd referenced standard ANSIfTPI 1
LOAD ) Standard
3
4
A
i
E.
x4 -•--
10
it
12
14
.tom
17
20 3x-4
25 24 23 22 21
5X5 a-
32-8-0
32-8-0
Plate Offs -2-10z0-1
CSI in Ooc) I/ fl d PLATES RIP
LOADINGSPACING- - .
TOLL 35.0 PlatesIncrease 1-15 1 TC 0.19rt(LL) -Z. 1 19 nir 120 MT20 197/144
(Roof no =35.0) Lumber increase 4.15 B -0 T) -0-01 19 n1r
910
TCDL 8.0Rep Stress Iricr I WB 0.30 Hort "fit, 0.01 18 n1 na
Code iR 00 P1 0 (MatriWei54
xt 1
lb
LL �C� �
StructuralLUMBER ond sheathing directly applied r -0_- c PLJ ill BRACING
1�.
BOT CORD SPF 165
F 1. BOT D "Rigi l coiling Ire tlr applied or 10- 0- c hrac1ng
WEBS I Row at rnidpt 10-27
OTHERS 4 SPF Stud/Sid
ize -- 225132 -8 -0 r :;-- 1 85t32-8-0, 28=203132-8 -. 29=204132-8-0, 0=204/32-B-0 1 1 204132-8-0-1 = 05132- -0,
33,= 19913 2-8-0., 4= 1 - =203/ 2 -8-03 25=20 412-8-01 24=204/32}8-0. 23 _ 20 4132-8-0. 22=205/32-8-01
21-8-0, =221/3 -8-01 18= 225/3 2- 8-0
Max Horz =1load case
,Max LJlift.-- 0 load case ), ;--- Io case ), =y (lo case )t =-34(l a case 7), 31=s �loa case )a
- load case 7), =$ (load case , =- 6 load case 7), =- (lo ad case 8), (10 d case ),
-- (l ad case 8), -m- load case 8), =- (lo d case 8), 1 -- 7(l ad case ), 0=- 6(load base 8),
1T -(toad case
Max Grav2=331 load case , = (load case 1), 8 load case , =297(load case , 30 97(10 case ),
31 =297(load case 2), - = load case , 34_31 (l o case , 26 08(I .d case ),
25=297(load case )r (l as t = rad case , = . (lo d case ), 21=291(load case ,
20:t:!31 9fload case 3),18m33 1. (load case
FORCE(1b) y Maximum Compression/Maximum Tension
-fP CHORD 1
10-11;---8311569 j 1 _ 1 =- 7811 71 1 -1 = 79/9 .4 13-14=-79161114-15--7,9/40v 1 t1 =-78`41, 1 -17-- 1 , 1 -18=- 49"�
18-1 9=0170 _
120T CHORD3:3-:34=011 - 4= t1l09.08. 32+33=0/10 ,31-32=0/108, 1 =011 08, 29-30=0/10 # -29=0/10 , - _ -G/10 ,
7=0/1.08 25-26=01108, 24-25;--01108, 23-24=0/1081 22-23=01108, 21-22=011 08t 20-21-=011 06, 16-20=0008
WEBS 10-27;---1 5 10, 9-28=-276/4'7f 8-29;---265/56, 7- 0�-265153, 6-31 =-265/53, 5-32=-267/53, - =-260/'54* -34--285153,
11- =-276144, 12-25;---2651571 1 = -i-2'651 !3, 14- =-265153, 15-22;:;:-267/639 1 - 1=-260/54, 17-20=-285153
NOTES 1 ) Wind
'- ; h= ; T OLS _ f; 'CDL =4, p f4 Category 11; Exp Y enclosed; WF interior zone; Lumber
D t_. =1. plate grip D L� 1 , .
Truss designed for mind loads In the plane of the truss only. For studs exposed to wind (normal to the tare), see MiTek "Standard
Gable End Detail"
3) TOLL. ASCE -; fT. f (flat roof snow); F ; Fully Exp.
4) Unbalanced snow loads have been considered for this design,
5 Thla truzz hau boon detigned for groAter of min roof live 1wid o1 1 _0 psi or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other five 'loads .
This truss has been clesigned for a 10-0 psf bottom chord Live load noncon-current with any other live loads.
All plates are 1.5x4 MT20 unless oth r s e Indicated.
Gable requires tinuou boffam chord bearing.
Gabie studs spaced at -0-r 10-c.
Continued on page
_�l
- Truss Type
Qty I Piy I Fd#1 il1- 1 ) Ft
job T
a
Q5672 lCiG
ROOF TRUSS1
�
Jab RefeTenceJ90
---�
srlt.
6,200 Febb 11
.
Thu Nov 0 15.58 � page
WK COMPONENTS-IF,Idaho Falls,
ICS 83'403., Robin
8-0
re� a.�
,.,r..a ..r � ---. - •-- - _ -
-- —.��..� �� - --ted—.. .�—___ - - _.-- - ��•------
'___ ��_-. r __ ._ _--�-
1-0-0
_ -- .
16-4-0
1 -_
16-4-0
1_0_0
S rate - I X55.3
3
4
A
i
E.
x4 -•--
10
it
12
14
.tom
17
20 3x-4
25 24 23 22 21
5X5 a-
32-8-0
32-8-0
Plate Offs -2-10z0-1
CSI in Ooc) I/ fl d PLATES RIP
LOADINGSPACING- - .
TOLL 35.0 PlatesIncrease 1-15 1 TC 0.19rt(LL) -Z. 1 19 nir 120 MT20 197/144
(Roof no =35.0) Lumber increase 4.15 B -0 T) -0-01 19 n1r
910
TCDL 8.0Rep Stress Iricr I WB 0.30 Hort "fit, 0.01 18 n1 na
Code iR 00 P1 0 (MatriWei54
xt 1
lb
LL �C� �
StructuralLUMBER ond sheathing directly applied r -0_- c PLJ ill BRACING
1�.
BOT CORD SPF 165
F 1. BOT D "Rigi l coiling Ire tlr applied or 10- 0- c hrac1ng
WEBS I Row at rnidpt 10-27
OTHERS 4 SPF Stud/Sid
ize -- 225132 -8 -0 r :;-- 1 85t32-8-0, 28=203132-8 -. 29=204132-8-0, 0=204/32-B-0 1 1 204132-8-0-1 = 05132- -0,
33,= 19913 2-8-0., 4= 1 - =203/ 2 -8-03 25=20 412-8-01 24=204/32}8-0. 23 _ 20 4132-8-0. 22=205/32-8-01
21-8-0, =221/3 -8-01 18= 225/3 2- 8-0
Max Horz =1load case
,Max LJlift.-- 0 load case ), ;--- Io case ), =y (lo case )t =-34(l a case 7), 31=s �loa case )a
- load case 7), =$ (load case , =- 6 load case 7), =- (lo ad case 8), (10 d case ),
-- (l ad case 8), -m- load case 8), =- (lo d case 8), 1 -- 7(l ad case ), 0=- 6(load base 8),
1T -(toad case
Max Grav2=331 load case , = (load case 1), 8 load case , =297(load case , 30 97(10 case ),
31 =297(load case 2), - = load case , 34_31 (l o case , 26 08(I .d case ),
25=297(load case )r (l as t = rad case , = . (lo d case ), 21=291(load case ,
20:t:!31 9fload case 3),18m33 1. (load case
FORCE(1b) y Maximum Compression/Maximum Tension
-fP CHORD 1
10-11;---8311569 j 1 _ 1 =- 7811 71 1 -1 = 79/9 .4 13-14=-79161114-15--7,9/40v 1 t1 =-78`41, 1 -17-- 1 , 1 -18=- 49"�
18-1 9=0170 _
120T CHORD3:3-:34=011 - 4= t1l09.08. 32+33=0/10 ,31-32=0/108, 1 =011 08, 29-30=0/10 # -29=0/10 , - _ -G/10 ,
7=0/1.08 25-26=01108, 24-25;--01108, 23-24=0/1081 22-23=01108, 21-22=011 08t 20-21-=011 06, 16-20=0008
WEBS 10-27;---1 5 10, 9-28=-276/4'7f 8-29;---265/56, 7- 0�-265153, 6-31 =-265/53, 5-32=-267/53, - =-260/'54* -34--285153,
11- =-276144, 12-25;---2651571 1 = -i-2'651 !3, 14- =-265153, 15-22;:;:-267/639 1 - 1=-260/54, 17-20=-285153
NOTES 1 ) Wind
'- ; h= ; T OLS _ f; 'CDL =4, p f4 Category 11; Exp Y enclosed; WF interior zone; Lumber
D t_. =1. plate grip D L� 1 , .
Truss designed for mind loads In the plane of the truss only. For studs exposed to wind (normal to the tare), see MiTek "Standard
Gable End Detail"
3) TOLL. ASCE -; fT. f (flat roof snow); F ; Fully Exp.
4) Unbalanced snow loads have been considered for this design,
5 Thla truzz hau boon detigned for groAter of min roof live 1wid o1 1 _0 psi or 2.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other five 'loads .
This truss has been clesigned for a 10-0 psf bottom chord Live load noncon-current with any other live loads.
All plates are 1.5x4 MT20 unless oth r s e Indicated.
Gable requires tinuou boffam chord bearing.
Gabie studs spaced at -0-r 10-c.
Continued on page
_�l
F05672
STOCK IE T yI , Idaho Falls, 11) 83403 f ROW
ROOF TRUSS.
11 - 0 -1 ---I-
5-3-3
I
--
--
k
_ Job Reference
2GO s Feb 112005 MiTek lndust6es, Inc. Thu Nov 03 15:58:27 2005 Paige 1
_-_ 26-10-
--
--'
-��-
1_0_0
Scale--
re - 1:55.3
5X12 12
Plate Off§
LOADING (pt)
T LL 35.0
(Boot Snow=35-0)
TL 8.0
B LL 0,0
BCDL
LUMBER
TOP CHORD
CBOTCHORE)
WEBS
2:072-5
SP
. IN -���
Plates Increase 1.15
Lumber increase 1.15
Hera Stress In r YES
Cede IRC2003/TP12002
SPF 1650F 1.5E
4 SPF Stud/Std
tZ (Ib/size) 2-1-75410-5-131 z 1754/0'5-8
Max Herz - 104(1 oad cas7
M ax UJ i;--' 15 1 ('lead case 7r 8 =-1 1 (load case 8
Max Grav 2=2C99(load case ): = (load case
M qy
T �0. 8
i 4/.66
B 0.71
,tri )
DEFL
Vert(LL)
Vert(TL)
Harz(TL)
BRACING
TOS' CHORD
BOT CHORD
WEBS
PLAN
MT20
'Weljght.� 130 1b
structural wood sheathing directly applied or 3-0-9 CC pu ns_
Id coming directly applied c 10- 0 -0 o bracing.
1 Row at midpt -11 � -11
FORCES fib) T Maximum o m r io [ i u Tension
17-8=-34711198T��
-i -1 n11 - -_1 gin/1 -=-
TOPCHORD
��� ii� �.#� �} #.j �r 'rte} y j e
I CHORD `1 + =+ L� / �, 1 1 -1 ---1. 09/221 9 1 1 4 =-351 . 1 r €�-1 ='98/29+ 2
WEBS til' E ---625 1 ,} 4-1 i-1 /66B F ' I l =-1 1 411 r. `l l =-6of l l t -1 1 =_ 1 1 1 /1 461 -1 0=-1 4/668 a 7 =_625
/127
NOTES hz�25 tk TCDD.= . p f, BG L= .8p f Category 11, Exp , enclosed, MWFRS interior zone; Lumber
1Wind: ASCD 7-98; ; p
CS 0 L=1.3 3 plate grip DO L= .33.
T L -. ASGE 7-98, Pf=3F).) psf (flat roof now); Exp Fully EXP..
been considered for this ign.
Unbalanced snow ��.� ��� greater of min root ti load f 1pt or timeflat root 1o� �t .o pf. on overhangs
4 This trusshas been designed for
nor -concurrent with other live loads.
f t n A f hr%ttn m nhorrf live In .d n on cone ent with any other five leads.
5) 1y 1cz -
I i ' de mechanical ; on (by others)lof truss to beating plate capable fWithstanding 151 1b uplift t joint and. 151 1b uplift at
joint 8. 1 f t' I e Id flf ni ride sectiGns R502.1 1,1 and R802. 10.2 and referenced
Thl's truss is designed in accoridanceW 1 Lf I It I U V r
standard IfTPI1.
LOAD CASE(S) Standard
-0.19
11
>999
240
0.36
10-11
>9
180
0.1
n/a
n1
BRACING
TOS' CHORD
BOT CHORD
WEBS
PLAN
MT20
'Weljght.� 130 1b
structural wood sheathing directly applied or 3-0-9 CC pu ns_
Id coming directly applied c 10- 0 -0 o bracing.
1 Row at midpt -11 � -11
FORCES fib) T Maximum o m r io [ i u Tension
17-8=-34711198T��
-i -1 n11 - -_1 gin/1 -=-
TOPCHORD
��� ii� �.#� �} #.j �r 'rte} y j e
I CHORD `1 + =+ L� / �, 1 1 -1 ---1. 09/221 9 1 1 4 =-351 . 1 r €�-1 ='98/29+ 2
WEBS til' E ---625 1 ,} 4-1 i-1 /66B F ' I l =-1 1 411 r. `l l =-6of l l t -1 1 =_ 1 1 1 /1 461 -1 0=-1 4/668 a 7 =_625
/127
NOTES hz�25 tk TCDD.= . p f, BG L= .8p f Category 11, Exp , enclosed, MWFRS interior zone; Lumber
1Wind: ASCD 7-98; ; p
CS 0 L=1.3 3 plate grip DO L= .33.
T L -. ASGE 7-98, Pf=3F).) psf (flat roof now); Exp Fully EXP..
been considered for this ign.
Unbalanced snow ��.� ��� greater of min root ti load f 1pt or timeflat root 1o� �t .o pf. on overhangs
4 This trusshas been designed for
nor -concurrent with other live loads.
f t n A f hr%ttn m nhorrf live In .d n on cone ent with any other five leads.
5) 1y 1cz -
I i ' de mechanical ; on (by others)lof truss to beating plate capable fWithstanding 151 1b uplift t joint and. 151 1b uplift at
joint 8. 1 f t' I e Id flf ni ride sectiGns R502.1 1,1 and R802. 10.2 and referenced
Thl's truss is designed in accoridanceW 1 Lf I It I U V r
standard IfTPI1.
LOAD CASE(S) Standard
•BIGRi TMJ � 1 � 1 � {
Job Reference fop
11 Industries, - age
§T -0- b -K, -0 ... OMPONENTS-IF, Idaho Falls, ID 83403, Robin 6.200 s Feb
L pf
T LL 35.0
(Roofo =35.0)
TGDL 8.0
LL 0.
BCDL 8.0
LUMBER
�]
TOP CHORD
BOTCHORD
OTHERS
REAC-FlONS
4M
k
8-6-15
PLATE
-
Scale = 114-3
3X4 .11
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1-15
Rep Stress Incr N0
Cade IRG20031TPI2002
4 SPF 165OF 1.5E
4 SPF 11 0 I-
4 SPF Stud/Std
t
TG 0.10
BC x.06
WB 0.1
(Matrix)
DEA=L:
` rt(Lt-)
rtffL)
Horz(TL)
in Io
i/d fi
Ud
na
0.
n1 -
9
0.00 9
n1
.
BRACING
P CHORD
BOT CHORD
PLATES GRIP
MT20 1 971 144
Weight- 74 ib
Stnictural wood sheathing directty applied or 6-0-0 oC p in z
l id ceiling directly applied or 1 -0-0 o bracing.
rki I 1=11 f1 .1.1 + 9=116117-1-13 1 =1 0/ -1-1 , 1 = 0 /IF -1-1 , 15=194/1 -1-1 , 10,244117-1-1 , 1 --205117-1-13,117--194117-1-13t
10=244/1 -1-1
Max Harz 1=-1 71 (load case )
max Uplift -1 _- 7 f load case ), == io d case 6),14;--- load case -7)r
1 0+71 (load case
Max rav 111 to d case , =1 (load case ), 13= 1 (logit case
11 =0(ld case , 10-6load case )
15 ;--- f o d ca ), 16=-71 (load case ), 1 - -54 (lo a case ), 11= - O (loa case 8) ,
1).,1x=31 {load case , 1 = io d case ). 1 = 5 to d case 2),12=312(teadcase ),
FORCES l - Maximum Compress ion/Ma Am urn Tension
TOPCHORD =-126/88, -4--s-1,20188, 4- =-128/104, - -128/95, =-120/5' 0, -8=-1 2-6144! -9=-1 0
BOT RD 1 -1 6—'29/1 0 F l -1 =T + 1 04, 1 -1 'T-29/1 , 1 -1 =-29/1 047 1 -1 3 =`-29/1 04,s L -1 --29/1 04o l -1 l =-29/1 041
-r1 = 11 10, 4-14- '8174, -15=-257/801 �-101-295/85, 6-12=-278f731 --11=-257/80, -10=- 51
85
WEBS 5
NOTES
1 'mind: ASCE �`l ; omph =2 ft T 0L=• , p f � ` L=4.8p f, Category f l; Exp enclosed; MWF inten"or zone, Lumber
DOL=1.33 plate grip DOS. -1..33
Truss designed for wind loads in the plane of the truss only. For studs exposed to wird (normal to the face.), see MiTek "Sland rd
Gable End Detail"
TOLL: ASCE 7-98; Pf=35.0 pst (flat roof now); Exp ; Fully Exp.
4) Unbalanced snow I oads have been considered for 1h s design.
This toss has been designed for a 10.0 pf bottom chord live load nnconcut With any other live loads.
All plates are 1.5A MT20 unless othervfis indicated.
7 Gable requires continuous bottom chord bearing.
Gable studs spaced at 2--0 0,
Provide mechanical connection (by others)of truss to bearing plate capable of wfthstanding 371 l f at joint 1, 6 lb uplift t joint 9,
56 lig uplift at joint 14, 59 1b uplift at inint 1 51 71 lb uplift at l'oint 16, 541 uplift at joint 12, 60 1b uplift at joint 11 and 71 1b uplift at joint
1 .
10 This truss is designed in accordance with the 2003 international a identi it Code sections A502,11.1 and R802.10.2 and
referenod zitandard ANSVTPI 1 F
QA=(3) C lllddFU
job Truss
Q5672 A2
STOCK J° NTS -t,1 u#, s
LOAD CASE(S) td
11 Snow. Lumber Increase-- 1 .1 1 Plate I ncre ase=1.1
Uniform Loads (pit)
Vert 1-4=-86. 4-7=-86, 2-6=-78:6(F=-770)
Truss Type
FBF TRUSS
Qty
I
ig
Ply IF 1 11- (tD)
2 dob Reference imfional �
6.200 s Feb 112005 MiTek Induces, Inc. Thu Nov 03 15;58;22 2005 Page
QtY I Ply Tj F741 111 -3J FU (I D) FtTruss Type
Job i
RWF TRUSS k
7 2
q � —Jobf r y _._ _ a -- -F __ __ - _ _-_ -. ........
d
-- ---- ---- - - a�-�-- -�e: _._ 6.200 Feb 112005 i Fe lndust�e , Inc. TFC � 0�
STOCKM PON E T -I F, Idaho Falls, ID 83403,, Robin
4xfi 11
10,0C
4
rell�
le
toxic
-1-
lu
Platesets 610 -
LOADING i ) i SPACING 2-0-0
T LL 35.0 L Plates Increase 1, T -C 0 32
(Roof Snow=+0) I Lumber increase1.15� ��
T DL 8.0NO IN'
t r
BOLL 0.0 Gode IRC2003/TP12002 (Matrix)
BCD.
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 6 DF [o.
WEBS 2 X 4 SPF Stud/Std *Except*
PF 165OF 165O1.5E
WEDGE
1,e t: 2 X 4 SPF Stud/Sid} Right SPF Stud/Std
(lb/size) 2-;_-514810-5-81.6=514R/0-5-
Max Herz 2=13100 ad case )
Max p[ift =- load case , =- (loa ca
Maxrav _ 531 (lead case ), 6=531 load case
DEF�,
-h
Yd f ] U
GRIP'
MT20 197/144
V rt(TL)
-0.0
-10
>999 180
Horz(T L)
0.02
(i
n/a n1
Weight.,135 lb
BRACING
TOPCHORD Stmcturlaf wood sheathing directly applied or 6-0-0 ac purlins.
T CHORD "Rigid ceiling directly applied or 10-0-0 or, bracing.
FORCES (lb) - [ laxi Um CompressicrVUlaximum Teas -on
TOP CHORD 1-2=019112-3:;-_-5615/559} 3-4=-3820/428.t
4-5--3820/428,5-6=-j-•F w = 1
BOT CHORD -1 a 1 x+'3925, -1 -;-411 /3925,, -9=-356/3925, - �'- t� / .
EB -1 =- 81 0Sr3-9;---1502/1 , 4-19=-483/4483, 5-9---1502/200t5-8=-20912g
NOS
1 -ply fru S to be iconnected together with .1 1'*x ' Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 a+
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 o .
) All loads
are considered equally applied to all p[jes, except if noted as front ) or beck (B)face in the LOAD GASES) setiom Pty to
ply connections have been provided to distribute only loads noted a )car , unless athenvise indicated.
ASCE 7-98; 90mph; h= ; T L= . f; DL= , psf- Category It; Exp. - encloses MWFRS inferior one: Lumber
DOL=1.33 plate grip D L-1.33,
T LL. ASCE 7--98+ pi; -- 35.0 psi (flat roof snow); Exp ; Felty Exp.
Unbalanced snow loads have been considered for this design. rf� r�
' res has been designed for greater of min roof live load of 16.0 p f or 2.00 times fC l roof load of .G psi
� overhangs f i
non -concurrent
rt other live loads.
Tale truss has been designed for 1 +0 psi butt Iry lead nunconcurrent tip other live loads.
h
8) Provide mechanical co-nnection Dy ulheTS) Of fru55 to bearing plaie capable of witbstandno 552 Ib u lift ai joint 2 and, 552 lb ups
ift at
Ti
dogignM iin accordance with the 2003 lnlnr a onal ' id of [ Code sections 8502.11.1 and R802-10.2 and]referenced
standard ANSI T P
10) Girder cares tie-in span (s): 32-8-0 from 0-0-0 tO 12-0-0
LOAD CASE(S) Standard
Continued on page
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6.200 s Feb 112005 MiTek industries, Inc Thu Nov 03 .1 2005 Page 1
1.X4 It
.t1
13-0-0
.k
r
7
1:5x4 11
5X6 E I 1 -SX4 ; !
1.54 j
R v4rl4'T .%
1-`
REACTIONS �Ib/s i ze) = 0 jo - - , 6=706/0-5-8
Max Harz 2=1 33(toad case
Max pl41ft -_ (Ioad case ), =_72(load case )
Maxrev - 868 (load case ) =868 (load case
F (1h _ Maximum o per /Maximum Tension
T P H R i =2-' 0178 , G :] =- 744/48, '4_ 1 / I'# . - =- 1 /7 , , =-7 48 F - ! }
7 8
BOT CHORD -=0/398.648=0/3198
WEBS 4-8.01228'
NOTES
1) Wind: ASCE 7-98; 0 ph E`h-- f f } T L=4. p f; D L= . p f, Category t1; Exp ; ncios.o.d; MWFRS interior zone; Lumber
DOL- 1.33 plate grip DOL.=1 w33
Truss designed for wird loads lig the plane oftlie truss ont}+ Foy_ studs exposed to wird (normal to the face), see MiTek "Standard
Gabie End Detair
TOLL, ASCE 7-98; #= -.0 psi (flat roof snow); Exp ; Fully Exp.
4) Unbalanced snow loads have been considered for this. design.
This truss has been designed for greater of min roof dive load of 16.0 p f or 2.00 tires flat roof lead of 35.0p f on overhangs
non -concurrent with other live loads..
6) This truss has been designed for a 10.0 psf bottom chord live load a n ori urrenf With any other live loads.
7) Gable studs. spaced at -- i
P rovide meth an mal con n e ct n others) of tru ss to bearing plate capable of witbfani rig 72 1b uplift at joi nt 2 and 72 1 b ,gyp lift at
faint 6.
This truss is designed in accordance with the 2003 International Residenfial Code se0ons R502.1 1.1 and R802.10.2 .and referenced
standard lf`R.I 1.
LOAD CASE(S) Standard
--
12_0-0
6`0.0
-o-
_
-• - --fftikt i��_ ..vwra.-ewe-s+— [2.0-3-2—i r y 0-3-2
`7 +
Platin
-.._
-.. .,._.�_
- - ® .aa�+.ra••'�r-- _ -•e.
L ►
SPADING -0-
C&
DEF in
(Ioc) 11d tl
L/d
PLATES
TLL 35.0
Plates Increase 1.15
TC 0-0Vert(LL)
-0.066-8
>999
0
MT20 1971144
(RaufSnow;-_-35.0)
ti
Lumber Increase 1.15
BG 032
Vert(TL) -0.09
6-8 >999
180
TIL 8.0
Rep tress Incr
0.1
orz TL 0.01
n1a
n/a
p}y.y'. ��qJ7,
BCDL
Code IR 003 TPI 0
at
F 'weight: 68 I
4B4O
LUMBER
BRACING
TOP CHORD 2 X 4
SK 165OF, 1.5E
TOFF CHORD
Structural wood
sheathing
directly applied or -0-0 oc purlins.
SOT CHORD 2 X 4
SPF 1650 1.5E
BOTCHORD
Rigid ceiling directly applied or 10-0-0 ac bracing*
EBS 2 X 4
SPFStud/Std
OTHERS 2 X 4
SPF Stud/Std
SLIDER Left 2
X 6 DF No.2 3-9-13, Right 2 X 6 DF
No. 3-9-13
REACTIONS �Ib/s i ze) = 0 jo - - , 6=706/0-5-8
Max Harz 2=1 33(toad case
Max pl41ft -_ (Ioad case ), =_72(load case )
Maxrev - 868 (load case ) =868 (load case
F (1h _ Maximum o per /Maximum Tension
T P H R i =2-' 0178 , G :] =- 744/48, '4_ 1 / I'# . - =- 1 /7 , , =-7 48 F - ! }
7 8
BOT CHORD -=0/398.648=0/3198
WEBS 4-8.01228'
NOTES
1) Wind: ASCE 7-98; 0 ph E`h-- f f } T L=4. p f; D L= . p f, Category t1; Exp ; ncios.o.d; MWFRS interior zone; Lumber
DOL- 1.33 plate grip DOL.=1 w33
Truss designed for wird loads lig the plane oftlie truss ont}+ Foy_ studs exposed to wird (normal to the face), see MiTek "Standard
Gabie End Detair
TOLL, ASCE 7-98; #= -.0 psi (flat roof snow); Exp ; Fully Exp.
4) Unbalanced snow loads have been considered for this. design.
This truss has been designed for greater of min roof dive load of 16.0 p f or 2.00 tires flat roof lead of 35.0p f on overhangs
non -concurrent with other live loads..
6) This truss has been designed for a 10.0 psf bottom chord live load a n ori urrenf With any other live loads.
7) Gable studs. spaced at -- i
P rovide meth an mal con n e ct n others) of tru ss to bearing plate capable of witbfani rig 72 1b uplift at joi nt 2 and 72 1 b ,gyp lift at
faint 6.
This truss is designed in accordance with the 2003 International Residenfial Code se0ons R502.1 1.1 and R802.10.2 .and referenced
standard lf`R.I 1.
LOAD CASE(S) Standard
Job I Truss
05672 1 Al
Truss Type
- 207A
ROOF TRUSS
Tom' w-MPE -I F, Idaho F iISF ID .8W3, Robin
4.,x 6
4
My 1FJ#1111- /�l )R
s
x.200 s Feb112005 Mffek lndu es, Inc. Thu Nov 03 15:58:13 2005 Page 1
- 1 _0_0
5X6 11 1.5x4 11 156 11
r � �
Piste Offsets LXy)- L2:0 -8-20-L-0 [6:0-3- 0-1-0
LOADING p
TELL 35.0
(Roof no_5_)
TL 8.0
BELL 0.
.
LUMBER
TOPCHORD
BOTCHORD
EBS
SLIDER
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
CSI
TC 0,52
BC 0..29
Rep Stases i n r YES W ti U. 1
Code IRC2003ITP12002 (Matrix)
4 SPF 1650F 1.5E
4 SPF 165OF 1.5E
Sig F Stud /Std
Left 2 X 6 DF No.2 3-9-13, Right 2 X 6 DF No. 3-9-13
RFACnONSIz 2;-_70610-5-8F6=70610-5-8
Hort 2=1 load case )
Max UpIM =-7 (load case )} G =- load case
Max rav =8 load case )t = l d case
FORCES (ib) - Maximum Compress ion/M axim ram Tension
TOPORD 1-2=0 , _ = 7 4 - r -4 ,517171, 4= =- r1l o - --74414 $, - 7 • _O
BOT CHORD 2-8=0/398116-8--0/39
WEBS 4_•=/B
12-0-0
DEFL--
6,0-0
DEFL ire loc i/d fi
' rt(TL) -0.096-8 >999
orz(TL) 0.01 6 n/
BRACING
TOPCHORD
BOT CHORD
C*
7
Lid PLAN GRIP
0 MT20 197/144
180
n/a
Weight: 57 lb
Structural wood sheathing directly applied or 6-0-0 oc uri"n .
Rigid ceiling directly applied or 10-0-0 c bracing.
NOTES
1 Wind: ASCE 7-98;= h= TGDL= . p f DL= . p f; Category 11* Exp e ll - e FRS interior 4on ; Lumber
DOL = I . 33 p] ate g rip DOL=1.33.
). T L L; ASCE 7-98; Pf= - p f (flat ro cif snow); Exp i Fully Exp.
Unbalanced snow loads have been considered fQT tills design.
This truss. has been designed for greater of min roof I ive load of 16. 0 p f or 2.00 frme s flat roof load of 35,0 p f an ov rhan gs
non -concurrent with other live to ads-
This truss has been designed for a 1.0 p st bottom chord live load no noono u rr nt with any other five loads.
P ro i e mechanical connection Eby others) of truss to bearing piste capable of withstanding 7 ib uplift at joint 2 and 72 ib uplift at
7) This truss is designed in accordance with the 2003 Int rnatlon i Residential Code sections R502.1161 and R802.10.2 and referenced
standard ANSI/TP I I
LOAD CASE(S) Standard