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I
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9
06/02/05 TU 090.14 FAX 2085226459
--- �"' TRUSS
TrussQly
Tru T -
'Al CATHEDRAL
R
UC WEST (IDAHO FALL ), IDAHO F Ll , ID 83402
6-7-8
-7-13
M
1 �' . e
-T-
26-6-0
a
-)-->-oBKC REXBURG IM002
H IS PEhlof 00D HSE
33-1-8
--
9-19-0
--
SL- K I:Hz
L
--
Plate Cdsqts ( '')�. - -
LI
TOLL 35.0
T DL 7.0
B LL 0.0
B DL 7,
11*1-4
SPACING 24-0
Plates Imes 1.15
Lumber Inde 1.1
Rep Strom Inor YES
Code IRC20MANS195
LIJMIDER
TOS' CHORD 2 X 4 SPP 165OF 1.5E
BOT CHORD 2 X 4 SPF 166OF 1.5E
EBS 2 X 4 SPF
L
L 1 2 X 4 SPF 1 65OF 1.E
E. -- F,,�1 2 0-1-
F1:0-5-1 2 0-1-
L
in
(I)
V&fl
TC 0.56
Vert(LL)
0.35
J -K
>N9
BG 0.88
ertfrL)
-0.52
W
(maw)
REACTKM 8q H=1
R 'r
iMax Upfift=-834(lcad case 5). H=-834(kad case 6)
-
BANG
TOP H RC
ET H ORD
WEBS
: --0.G -
Lld
240
160
a
01.1 L 0-5-1;d U-1_ -4
PLATES
ll0
11
Weighr. 158 1b
heaftd or "-3 oc purlin-S.
Rigid ceiling direM appliEd or o uc bracing,.
ROWS at 1 pts B-Lj H
FIS (Ih) - Maximum CompressioMftxii'T um Tension
TOP CHORD - -$3 p B- ---33 11 10 -I - 0511F 095, D -E---2845' 11 , E- 3354/13WP F-G=-OW356
BOTCH RD . -L=-1 ego, -L.,-1 0112534, J-1 —11 39�2M7t 1 =-9WW� H-I=-8iM534, -h1--1 i36M
WEBS 3 -L -.46M14 r -1 M71 v G -K --185'149,,j=-wAV466x D -J= -040t215 , -J= , � E.1=,M1 49p F. -I--20371, P -Hz -352 '1500
NOTES
1) Unbalance W We Inds have been considered for this desigm,
nd: AS GE 7-98; 'mph; �t TC D , psfr BOD L. *1 a or iix Ev Q ens i, MWF RS 'fe end is; canfiever left and fight eked
porch let W right exposed; Lumr 00L=1 . plate grip DOL -al .33.
This trum has been designed for a 10.0 psf bottom chord 11vig lead nonoomurrent l�h any o0wr livo Imo.
All pl tw are M20 platwunless otherwiee irdcated.
Pruvi r
mechanicai connecton (by o r) to bearing pi le capable of withstanding 834 lb uplift at iolr�t Land 834 lb uplift a WH.
LOAD ) Swdrd
,M
11
M
06/02}/05 T 09:15 FAX 2085226459
WEST TRUSS
Job Truss T s Ty p e CIY
X215-5 Al GALE
eN$G WEST NOAHO FALLS), IDAHO FALLS, ID
11
a
U
PIfi
I n-0
a
14
-)-)-) SIYXC REABURG
PN —JWH1SPEmW00D HOMES -
1job
Reference J onal
,200 s Feb 2212005 MTek IndusIrWS, inc. Thu Jun 02 10.09: 005 Page 1
rVlL
TCDL
5CLL
YCDL
W
w�
7.0
r ! 1-+ D— ! 43 E .0— .d S/ 9. 3
ACI 0
Plate Increase 1 AS
Lumber Ing 1'1
Rep mss Inc r NO
Code 1R NS
TOP CHORD 2 X 4 PF? 1660 1.
POT CHORD 2 X 4 SPF 165OF 1.5E
OTHERS 4 SPF SWStd
Ei
Ic 0.19
BC 0.26
WB 0.28
(ltrix)
e■ 1:6$.5
[N;--
37-10-8
Nr•+
9:91
7-1 - -
EFL
in (I ) Vdkfl Lld
Vert(LL)
a -Na 9"
Vert.)
Wa n18 999
Ham(TL)
0.01 V rVa rVa
BANG
TOP CHORD
7 CHORD
'EBS
PLATES
110
Weight1226 lb
GFOP
197/144
Sheathed 1 o- purlins.
Moid cellIng direr aWled or 64M Do bra 1n g.
I Pow at m1dot -AER J -AF, I - AG, -ASI, L - AD, M - AC, rel -AES
AC --19M6- a, 1 '36-0-0, AA--11�1 Z=19&364) -op zz-19W36-0-o=.207/*-�O, W=1 49/364% V=278/3&G.0
Max HorzAN=-300oad case 3)
Max li l = 0(load m, (load ), AH= -74(i case), Al=-79(W1d J=-7 i i e -3 Ind , -� 1 f 1 4 1 a
-219 d case , AD=- case ), AC;;---Od mse 6). 4( d , AA,--7,9(load ,ase ), =- (I d am 6)a 183(Ic d am ), 7(j d case ),
Max Gray E 7 case 1 F I d s A l Wd �O , AH=1 i =1 I d � Ic d 4 1 l 1 ice- �I ld R
d case , J- 1 (l case 7), D ( load caw , AC=193(ld: eme a) � 1 98(load case t 1 Woad cam 1) 0 1 99(toad case s) P =1 90 (fid caw I
X--213(1 d case 8), W=176(load case 4). V=312(100 Case )
P RD -B---x6/174, =- 49= , C- _1 1 82v 42tl8 , P. -F=-1 1 87, I=- =.CW1g: G -H--27/251.t H -I--Va2m I -,J / 1 , J-
-L- 32 , L-M� AM, - � 1 I 1 P� '1 5, �- '1 r x`91 -* 7
T CHORD A - AN= -1 =-1 '0'23 , AM-AN=0135/1 , AL -AM=- 13W. 195, AK -AL ---1 35/195.1 .A =-1 3511953Al-AJ---, UFO 95, K' T`1 351195. AG -AHS 13 5f1 95,
- =-1 ! 1 7!Y, AE -AF= -134/195, AD -AE= -1341195, ACI -AD= -13411 t 1 1320 o AA—AB---1320941 — F13VI , + -13 i
i
WEBS- , - 24&0, J -AF=- 1 8C , I -A =-1 65/106, H-AH=1 %W, -, '1 1 68M. F- 1=-170/95, E- -1 6WN, -Atm-174183, -A1 ---1 4eV141
32
E3, -AN= -21 &80, L- =-1 ■ -A -i 1 , - B=-1 69W,- -16 r P-# 1 C + 5, Q-Y='�1 71 I��`�Y-'� r ���+ S-W� � 1 ,
T -x`18/
1 U n l d roof live loads have been considemd for this design.
Wind, ASCrt 7-98; ' l� 5ft; T L.=4,�fR 0 f: Vie. llT F enclosed-, �R gable and e; tilever left and ht exposed
porch left and fight exposed; 1 ber 00 L,-,,1.33 plate grip 00 1 T33-
3)
Truss Wsigrfad for w1nd load in the plans of the truss arty. For stucis expmto %Wind �noanal to the face) see MT[ dk'Standard Gable End Detall
At 4) TIAs mrss has been designed for a 18,0 L f bottGm chord live load n ncrur t with any mer live loads.
Il plates ars 1.U4 M112D unless o nmise indicated.6) Gable sbcLs spaced at 24K 00, _
7) Fr l e i a viae a qrs) of truss t beteg plate �Ie +M din Ib upliftfaint F, Ib upii t i A � 74 ib upl a J int
79 ib upl at joint 1, Ib lift of joint , 8i lb uplift at ioint , lb lI at joint AL, 224 lb uplift at joint AM, 1 Ib ilii of lay lel ib at joint D,
90 lb u - l ft at "pint ACy 74 lb uplift at ] lint AB, 791 b uplIft at Kint lb lift at joint Z 83 1b I ift ,t f i t l l ily t oInt .1 1 Ib up [ift at joint' ' and
171 1b uplift at joint
8) Non Slandard Wiring cand1fon. Review required,
LOAD ASq) Standard
os/a2'/o5
THU 09:15 FAX 2085226459
Truce: Truss Type
13{}5215-5 1131 y SPECIAL
BW WEST (IDAKO FALLS), IDAHO FALLS r 11) ]53402-
P-11
A
-o
-vO
7-1-8
IXC WEST TRUSS
4 Mi
3
ply
44 -:>BMC REXBURG4
IP�zvtD HOMES - _- -
I
Job Releren. O OD -3I
6.200 s Fab 21,2005 MTek Industflest Inc. Thu Jun 02 10:09+33 2D05 Pa O 1
-4
8-1
Pfate met, C -t -0 E -1210-3-P], -L)A (KO -3-0.0-0-1 -1
LOADING
TLL
35#0
T IAL
7.0
BOLL
0.0
BDL
SPACING 0
Platos Ire 1.15
Lumber InCrease 1.1
Rep lnrr YE
Code IFIC20MANSIOS
DUMBER
T P CHORD 2X4SPF;i65OF1.5E
BOTCHORE) 4 SPF 1 &WF 1. 1F
WEBS 2 X 4 SPF StudV8td
Max Hort K=2MIoad c;ase 4)
Max Uli`ft—M1d caw )r NW(d case
T a84
BC 0.35
WB 0.81
Nmpiiflod
1-7-1
DEFL
in
Vdefi
Ud
-0-19 W
N
1 .
KTLS
0.16 G
rVa
a
ERACING
TOPCHORD
E3T CHORD
WEBS
25-5-0
50
PLAT GFHP
110 197/144
wefghl; 113 lb
SheaMed or 4-9-10 0c purl ins .
R e llirtg dim applied ting
Ram at 1 Its C - K, E -G
FORCES (lb) -Maximum CampresslorWaxknum Teri .
T
1 OP CHORD Ay 43, 5 � r -D=- !4 111f , D -E=-1 471/M, E-■ =-26V 1 _.
90TCHORD te a, J- 1 i1 , I —'1391 ! HTI=A6PJ1 1 x H= WJ1447, F- =-SS14
WEBS ` - 857/1 14, J. 11511:01, I= -2W249, -I=41 3/", E..]= -28M 1, 6. E -H -i 15/191, E - 071
MOTES
1 Unbahnced rod Iva loads have been owsklerad for this design.
Wind; ASCE 7-98& Wmp ; h=25M 0L. 2p:bt,D V' Cary 11; enclosed; MWFRS lie and zw; *Ver left and fight exposed
porch left and dght ex ' Lumber DOI-=1.33 pM grip DOL --1 .33,
FIs tuss has been dmign ed for a 10.0 p f boftn d live ISI n orwacunleM wM any fter lige loads.
4) Provide mechanicW omnecton (by sera) of tuss to ming plata capable wfthatanding 700 lb uplift at joint K and 564 ib upldt at joint
LOAD CASEM Standard
0
274-0
Ki
L�_
i
s
06/02/05 THH :1 F
.tab mass
845215-5 81A
BMC WEST (IDAHO FALLS), IDAHO FALL, ID 83402
-1-B
1
2085226459.
SPECiAL
a
BRC WEST TRUSS
�-'F L1L it I Fi'f�
C
0
7
FIy.
WHISPERWOOD HOMES
a
6.200 Fob 212005 Tak Industfles, Thu u Jury 10� :� � page �
�IQANS
ScM a=1,46.1
13.1-4
1-1-8
i
Plate meets MY): [A. -1-B, 1s r&0 ,0-3-01' 110--&4-010-3701� � - �.� 'l4 j 0 1
LI (p"
TOLL
35.0
T DL
7.0
B LL
0.0
BCD L
7.0
SPACING
FIa s Increase 1.1
Lumber inre 1.1
Rep Sbws Incr YES
Code I RCS 0DO/l Sly
LUMBER
TOP CHORD 2 X 4 S FF 165OF 1.55
BOT CHORD 2 X 4 SPF 1 &50 15E
WEBS 2 X 4 SIFStudl/Skl
REAO ( Ii) =1 22710-", F2 0 47.8
Max Har<zA-_2d case 4)
Max UpIRA.—m-5 8(j d owe ), F_M(load case
-19-7-12
DEFL
in
(I )
Vdefl
Lid
Vert(LL)
.17
H
>999
240
Vert(M)
-0.25
H-1
>M
180
H rz(T-)
0.19
F
rVa
Fda
GRACiNG
TOP CHORD
6THRD
EB
25-5-0
PL TFE GMP
MV0 197/144
Weight: 110 Ib
Sheathed or 4-1 mains,
Rigid oelling direr applied or &0-0 oc braGing,
FORCES 0b) - Maximum CompressicuVNIaximum Tension
T P HO RD -B---1 , 8 =�--1 X24, -D=-1 X6510- - 15
1307CHORD
WEBS B-J=-a81/M. 13-1�- 1151191, -H=-7 /490r -H= 8W1268, D -H=- ' , I - �-l1.5f191, D' 8 1 063
NOTES
1) Un fwd roof firve loads havo t=n ov*idorod for this design.
Wind: ASCE h; ISL r..M, y & Exp Q i; �Id�[r d rigd 9
porch left arid fight exposed: Lumber 1.. 1.33 plate gdp DOL .1 M1
This truss has been designed for a 10.0 p9f b=m dwd live Wd rmwncummt wRh my ct r live loads..
4) Provide machanical ownedon (by dheru)of -truss to ging p1M ale Qf wttMstanding 5281b uplift at joint A and 625 1b uplift at Mnt F.
LOAD CAMS) Standard
1w
{
27-9-0
4'a
t
i
06/02/05 TKU 09.16 FAX 2085226459
BKC WEST TRUSS
Jeb , Truss 'Trues I ype Chy
BOU15-5 BI B SPECIAL
'4
BI'' IC VVE T (IDAHO FAQ. ), IDAHO FALLS, ID
e
0
dr
7-1-8
6-9-0
It
«=
Ply
20'7-8
MIC REXBURG
WHISREFiW[NJD HOMES
I
I job Reference �qpllonal)
6.200 s Fab 212005 I Tak hduslras, he.
Thu Jun 02 10:09:34 FSB 1
7-1-8
scso-d 1:4& 1
SA hit . mole
18;1
13.0
U
Plate - E. 1
LOADING
TFiyY,.,
315.0
TDL
.o
ECLL
0.
BDL
7.0
ACI -+
Mates Ices 1.15
Lumber Increase 1 r1
Rep mess Imr YES
Code IRC20001ANS]95
LUMBEn
TOP CHORD 2 X 4 SPF 1 SWF 1.5F
BOT CHORD 2 X 4 SPF 165OF 1 ZE
4 SPF StUdi5W
REACT119M Ob/size) 4w13MG-5-8, F=13WO-5-8
Max H J=- ( d case 3)
M
TC 0.79
8C U5
WB 035
19-7-12
BANG
TOP CHORE)
BOT CHORD
13
PLATES GAP
M1120 197/144
eig tk 1101b
Sheaftd or 4--8 purl -irks.
Rigid oeiling d1wUy applied or bracing.
.Rows al 1 D -J, 0-F
FORM 0b) - Maximum CompriasskaWaxhurn TensiGn
TOP CHORD A -8=-264315P =- 1 /6831 -D=4 5211624; D - E=-2641615
BOT H R D -JW31 , I J= 147 p 1+4 1 1 , -W W1512, F-0=481/1478, 'E- F 31
WEBS - 8-J=-259EV1 072p B-1, i I W1 1, 5 -H= -28C)283. +=44ZW, D -H=P - 1 , - -115/191 P 0 -F= -259W97
NQS
1) Unbalanced root We e I s have been comildered #br this desIgn.
Mn ASCE 7-98; Wmp+ t I� ; T [ L� �f �f ata ' I M; Exp ; aml FR ale and �; n file er and dght exposed;
pmh left and hg ht fi d; Lumber L=1 M plate grip CSO L,-.1. , ®r
3) This truss h as been de signed for a 10.0 pef boftm ch ord We load nonwocuffe r t -6vM spry Mer live Ica .
Prov idG m echanIcal cmnedon others) Df truss to beteg plate cable of withsta nding 586 IIS upift at jolt J and 586 Ib uplift at Wvit F.
LOAD GASE() SWdaml
4
i
' f
7--0
,M
11
Vert(TL)
0.1
H-1
AW
160
Herz(TL)
0.1
F
rVa
Wa
BANG
TOP CHORE)
BOT CHORD
13
PLATES GAP
M1120 197/144
eig tk 1101b
Sheaftd or 4--8 purl -irks.
Rigid oeiling d1wUy applied or bracing.
.Rows al 1 D -J, 0-F
FORM 0b) - Maximum CompriasskaWaxhurn TensiGn
TOP CHORD A -8=-264315P =- 1 /6831 -D=4 5211624; D - E=-2641615
BOT H R D -JW31 , I J= 147 p 1+4 1 1 , -W W1512, F-0=481/1478, 'E- F 31
WEBS - 8-J=-259EV1 072p B-1, i I W1 1, 5 -H= -28C)283. +=44ZW, D -H=P - 1 , - -115/191 P 0 -F= -259W97
NQS
1) Unbalanced root We e I s have been comildered #br this desIgn.
Mn ASCE 7-98; Wmp+ t I� ; T [ L� �f �f ata ' I M; Exp ; aml FR ale and �; n file er and dght exposed;
pmh left and hg ht fi d; Lumber L=1 M plate grip CSO L,-.1. , ®r
3) This truss h as been de signed for a 10.0 pef boftm ch ord We load nonwocuffe r t -6vM spry Mer live Ica .
Prov idG m echanIcal cmnedon others) Df truss to beteg plate cable of withsta nding 586 IIS upift at jolt J and 586 Ib uplift at Wvit F.
LOAD GASE() SWdaml
4
i
' f
7--0
,M
11
06/02/05 TH :17 FAX 2085226459
m
B05215-5
Truss
91G
Truss T
GABLE
BM's EST (IDAHO FALLS', '10AHO FALLS, 10 8MM
r.
IP
0
A
11.11 f:-9
13-10-8
BNC WEST TRUSS
E,rar,IIT, IIKFEE
MI REXBURG
rm
oty My ' H i ERWOM HSS -
,ob° Reference 0 nail
6.200 s Feb 212006 Tek InduMd . Inc. 1 15 Page !
27-9-0
1. �-0
M
Lo(PST) i
-0-0
ca
TOLL 36..0
Fla" fns 1.15
TG 0.07
T DL 7.0 �
Lumber I rewe 1.1
BC �.04
0GLL 0.0
Rep Strem Iner NO
WS OJ
Hompl)
UM.01
a
LUMBER
TOP CHORD 2r X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SIF 1 65OF 1-5E
OTHERS 2 X 4 SPF Std
4
EFL
in (I}
Vfi
Ltd
a(LL)
a
rVa
9%
iart)
rJa
a
W9
Hompl)
UM.01
a
a
BRACING
Tri CIAO RD
GOT H F
WEN
PLATES GRIP
M1120 197/144
Weight. 130 lb
Shealted or 6-" oc purlins.
Rlgid cc iJing chrecty appliedor 10-0-0 oc brac[ng
1 Raw at M1t I-
REACTIONS I i = -X-,_169127-9-0y mM2 rZ=197/27-9-0t 19V2?` 1 A!3=197 - O, A u1 - p A0=213/27-94. z*l 95/27-9-0, =197127-9-0, =1 9 f 0,
T=1 97/27 -9 -Op 6=1 92/27-9-0, R--213/27-0-0. Q=86/27-943
Max Horzk-_-255(load Me 3)
I d AA-.-T700aid , A 79([ id case -5), 7 d cwe 5 ACS=- (I d case ), =-+ (load case ) , V=-83(load
1 (load case 1) , Y-,21W(Ioad case'7)r 1 97�bad Mae 1�, A .:1. 96(load cam 7), AB=1 97(tced cm 1), l 92(load me , A041 3(foad case )
case ), V=197(bad case 1), -1 (Wd case )1r T=1 7 l 1 me 1 p A 92(load case ), R=213(bad CaN ), 0=8600ad G&W 1)
FORCES (1b) - MaAC4aMpr°enlo m Tension
TOPCHORD -B=- 3011 7, B- -1 9WI 50p -D=-i 52J145, D- =-115/1 p E-FRl 10/140p F.G.-.771146d Gill= -7 1 80, H-1=-701204, I - 1 , J- -x'0/1 44,
_L—,_TaW, L-=-21/581 ham -70/54, 1=-M47, -F='5, P-1
SGT CHORD D 7x1147, A, ' 7114 , /1471 AA -AB --47/147, -A =4714T f . 7114 , -Y= 7/1 7, ' - -4 x(147, ' .W=-471147,
} =-471147 0 T -U= 7 JI 4`j, -T=-47/1 7, R- ►71147 .j Ft_ - 7/i 47
' -14 � %�1 �.'i' 4 , - `16M, F-��1 W, D- B=-1 , ._ -167 5, a._J�D `1 73/1r J -W=-17 4'82, -V- 1 r
L_U="1 ; ' l -T= 1 Q5t - -197 , P -R 1
NOTES ,
1) Unbalarmed nnof lige loads have been consiclered for this &sigm
Wife ASCE 7-96; Wm,1 5 T D l F st, D .2psfR Gary 11; Exp C; andm , MFRS gable end zom ; cantilever Wft and Tight t
parch left and Hght exposed, Lumber DIS 1 .33 plate grip LAG L -,l .33.
Truss d i�g d for wind ids Ina p the trues only. For- s ex
� narm �� � face), �a "StandardGable ��d �� ila,
4) This inm has ban design Gd tor a 10.0 psf battorn mrd live IST rrent wfth any Mer 1-IVe ids..
5) SII plates are 1.5x4 MI = unkes otherwise indic cL
6) Gabie requires cwfinuous bohom chord bealng.
Gable studs iced .
5 Provide m eMan leal ou nnwton (by of ) Qt Wn to bearing plate mpable of wiklr t ding 64 IIS uplift at laInt A, eq 1b upilft of joint Y, 82 1b uplift t Ont Z 77 b
J at In# , 7 1 "
ift at rpt 7� , lb t#lft at nt AC o 90 lb uplift at joint AD, 65 1b uplift at 16M Wo 83 Ib not at Joint Vt 77 lb uOm at JQA UE 79,1b uplift
of joint T, 76 1b uplit at Joint S, E19 `b uplift at i6int R and 13 1b upift at joint Q.
K�Lli 0-1
i
06/02/05 T -.17 FAX 2085226459
BXC WEST TRUSS
dopa. Truss Tress rype
B05215-5 Cie GABLE
8IC VVEST (IDAHO FAQ), iDAH 0 FALLS, IDS
01
-10-6
4A N%,1120 --
A
%,11 =
BMC REXBURG
PlyJWHISir-HWODDKOME
.
1
Job Re renes lional _
,200 s Feb 212005 Wok Indusih , lnr,.. Thu Jun 02 10:0:34 2005 page 1
1-1
scoa . 1 014
1
k
IF' +incl RFr.ia
17-8-1
0-1 0-E1-11 0-10-8
Plat
1 -
Flata offsew ffX),F
LOADING
TOLL'
-(
T DL
Wa -
7.0
B C LL
a ra
0.0
13CDL
g
7,0
SPACING2-0-0
Plate* ■n ews 11
Lumber Inde 1.15
Rep Stm Ing NO
Code IRC20MANS195
LUMBER j
TOP CHORD 2 X 4 SPF 165OF 1.5E
7 CH ID SP 116MF I . E
OTHERS , 4 SPF SIUCVStd
i
I
fI
Max Horz P=-1 64 (load case 3)
Max Upli =-7 Load case , -1 load cas a ) , P. --a (lam me 6), U---70 (fid case 6), =-98(load case , J-=!-80 (lam
Max G rav M=379 (1W mse 1) F N=244 (load case r =1 39(load caw 1), I 4�luad case 7), L Ind case ) F Kul 39(load cue 1), J=424(load
i
ev
27
BC 0.19
'M 0.21
(Maw)
10EM
in (I)
d
Vert(LL)
Wa -
ertQ
a ra
M
Hort(rL)
-0.00 J r a
Wa
CHORDDFUONG
TOP
BOTCHOR■
PLATES GFdP
M1 20 1971144
Weight, 6B Ili
Sheathed or 1 PUrlirl .
ISLIdcelLl
in dIrectfy applies or 0 bracing.
(1b) - 'Maximum CompremW-Waximum Tension
TOP CHORD A- 81/2MB4Gc--,S52r o-E=o/24i, E. ""241' F- 250, 3 + r H -1=-8M73
13 T H D^P 17610 , -'P=-1 x'6/1 1 s =-1x`011 1 r -.N=-17 ''1 O1 F l_-1 =-176,x'1 1, I -L�17 101 � J -I --17 101, 1-1=-1 7 1 O1
'' FE$ i E -W,354,+', D i'N=-1 SM. G-0--1 W1 01 p D -P=- '1 C41 Fi, 1 9&90F G -K;;,--1 W1 01 , I• -1 -J= -29W 09
NOTES
e Inds have n considered fir this design.
1 Unbalanced roof Ili _
W1nd. ASCE7--96; � , � F T DI .�f, 6CD .2psf; Gralegory I1, Ev f enclosed; FIS gable and zom; casiblever Wff andfight expoSed F
perch left and right ems& member D X1.3 plate gflp DOL --1.33-
3) Truss des�ign.0 for wind load in the ms's truss only. I= � end wind(normal to fare), see l Fre s t d I� d De V
This tws has been deign for a 10.0 p f bottom ch ord live load nor=ncurra nt wM any oter live Wds.
Al l plates a re 1.5x4 M 11200 unles otherwise i ndr i
Gable sbids spaced at - . _
y i ��'e���''j others) tr g plate � ire I lift at oInt N,1 1 l at joint , Ib u f iff a o �l P, 7
�� � ��i � �I �1 ��� VAR 1� �I �� �# !�'+� �� �J � y � � � joint
Ib uplift at joint L, 98 Ib: uplft at joini K and BO b uplift at joint J.
8) Non. SUndard ung condrr1, Review required.
LOAD CASE(S) Standard
4
J
jkQ
l