HomeMy WebLinkAboutTRUSS DRAWINGS - 05-00114 - 301 Pollard Ave - New SFRRe: 03012-05
K-
,%d-1
Harris SFR
MiTek Industries, Inc.
7777 Greenback Lane
Suite 109
Dtrus Heights, CA, 9.561
Telephone 916/676-1900
Fax 916/676-1909
The truss drawing(s) referenced below have been prepared by MiTek industries, inc. under my direct su
based on the parameters provided by BMC West-Id�ervisio1-�hv Falls, PD. �
Pages or sheets covered by this seal: R 15 5 522 7 1 thru R 1 555229�
My license renewal date for the state of Idaho isi December 3 1 , 2005.
Gs
V'
March 9-200-5
The seal fln these drawings indicate acceptance of professional engineering responsibility soleI fo,rh�
truss components shown. The suitability, and use of this component fo • articUljrbuildinj is the
responsibility of the building designer, per ANSI/TpI_2002 Chapter 2
i3
TY
x
a'
Re: 03012-05
K-
,%d-1
Harris SFR
MiTek Industries, Inc.
7777 Greenback Lane
Suite 109
Dtrus Heights, CA, 9.561
Telephone 916/676-1900
Fax 916/676-1909
The truss drawing(s) referenced below have been prepared by MiTek industries, inc. under my direct su
based on the parameters provided by BMC West-Id�ervisio1-�hv Falls, PD. �
Pages or sheets covered by this seal: R 15 5 522 7 1 thru R 1 555229�
My license renewal date for the state of Idaho isi December 3 1 , 2005.
Gs
V'
March 9-200-5
The seal fln these drawings indicate acceptance of professional engineering responsibility soleI fo,rh�
truss components shown. The suitability, and use of this component fo • articUljrbuildinj is the
responsibility of the building designer, per ANSI/TpI_2002 Chapter 2
i3
TY
x
I Job I Truss I Truss Type
1'03012-05 i l SCISSORS
RMC KISS T IDAHO FAL L ), IDAH 0 FALL S, 0 834 02
r
15'71�
_-Job Refe[ence- '
- `� 00 s Sep 1' 7 2004 MiTek I ndusIrfieS, inc_ Tue ,far 08 18.-5 - �� ���e
Al 1 17-9-12 -9-0 30-3-8
5-11-4
�3=
0
35-7-8 7-7- ,
5.4-0 -G-0
Sr,ale
-+A L G 141: L IZ-W r
u
P I ate Offsets
MT—INE',
B--10-14
8-1014-
G:0-3-0,10-3-01,
LOADING (pSf) �
SPACING
2-0-0
TCLL
35.0
Plates increase
1.15
7CD!_
7.0
Lumber Increase
1.15
BGLL
0.0
Rep Stress lncr
YES
BCDL
7.0
Code IRC2oaD1ANS195
LUMBER
TOP CHORD 2 X 4 SPF 1650F I _ E
BOT CHORD 2 X 4 SPF 18 OF 1.5E
WEBS 2 X 4 SPF Stu dl td *Except*
E -K 2 X 4 SPF 165OF 1.5 E
ECCE
Lei, 2 X 4 SYP No - 3, might: 2 X 4 SYP No -3
REACTIONS lb/size) 13=1915/0-5-8. H=1918/0- -
Magic HoB=- 00(loa # case 8)
Max Up life- 4(10 d cane ), H=-954(load case
CSI
TO 0,97
B C 1,00
B .8
(late
26-5-10
S-10-14
DEF L
to (I0c)
I/d.efl
Ud
VertLL
-0.79 J -K
>531
240
Vert(TL)
-1.1 J -K
>364
180
Horz TL
0.63 H
n1a
n/a
35-7-8
B-10-14
PLATES GRIP
M1120 1971144
`eight- 134 1b
BIT`
TOPCHORD Sheathed.
BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing -
F F lb - f a lr�r um o rnp ression/I a lF urn Tension
,�f+yy 20, 44 l' g 14 , F- -- 1312019, -H= 57401220 ,
TOP H1
BOT CHORD -L=-2234/.x'1 4, -L=-17'02{4447, J-1 ^- 4 - -'� 4 -J=-3,78/483; -�J=-4671280
WEBS =- D -'L=-369/483, D - K:;--1 081./632, E -K=-"114812832, F -K---1 081163; ,
TE
1)
Unbalanced r I -v loads have been considered for this c# sin enclosed,
MVVF gable rid zone; cantilever left and
��L-4- �f Category 17 FXp
TC - �' � �
Wind: � �-; ��h; �=ft; �,,�_� . gats �>�� ��_� -.
right exposed ; porch Int and right exposed', Lumb� � curlTent �ritl� an other lige loads.
This truss has been clsi ned fir � � �.� �
sf bottom chord give load n neon
4 Beat`in at joint(B, 1-�1 considersparallel to grain value using �II�TP6 �l angle to gra
E� ��rrr�u1�►� ��i1d+r�� d��i�n�� �b�uEd ���i� �p��l
of bearingsurface-
LOAD GASES) Standard
a
P t ,
Y To
f
1VO� OAr T AND
W� - Verb fle�ign P-7473 BEFORE USF.
upon ar+Ir-nejers shown, and is toT. on iridi-Viduol building �O poneni.
()esig n arc, li d #car use 0 rti I Gfh !v Te co r`rn e tors.. T IQ's d ��i � r� « 1��s�d �n � � e •� des i ner. Bracing 5ho
wn
• • rr7 nt r and i r arporation of comp n rpt i5 r s r�si bifd Id` i � tru ti Fri r s c� nsi illi f ihe
pPlicO b l l i 0' cies p� r�
- r 1�T�r+�I support �t irti�i�r�u�1 � ����a� �nIT Addition -al the rp� ra���il i f t�� k��al�iin dc -signer. For gnroi guidance regOr'�irI
Ls f
erector. ,�dditionaI permanent brocing of the overall structures � �
�li�r� � �r�a#�rti rind br��i�a, ��ra��lt ���TP11 uaIfl�y eria, [��►-89 and X17 Bu�Id[ng onpc�n�e�t
fobkoticn„ quality control, stooge, d 'Wl. 53719-
uiety In f ormation civa[[able trom Tres Piste Irlstitule. 58 3 DaO*1 Ofr0 [err
��C}NAAST.0
1
IT
Ir
00
March 9,2005
T77 Gree rtb (,k Lane
uite 109
itrus H -eights, CA, 9561 N
Job [Truss
,03012-05 1 Al AS
Truss Type
SCISSORS
BMC 1ETIDC FALLS I DA
� H FALL , 1 U 4-0
..2-0-0
4- 5--
-
11-10-8
ert�LL)
-G-0
4-5-2
�10-14
6-
B
Qty
2
Ply
H
Job Reference (,moon I
.100 s Sep 17 2004 MiTek I ndustrie , Inc.
17-9-12
3G -8
rte- -11-x.
.)0 I
M11 �
E
5-11-4
Ri555227z1
Tue Mac 0818:56:40 20D5 pa e 1
9
5-7-8 _ 37-7-6
5-4-0 -0-0
Scale = 1:73.5
-tlku ilVMAC4U -
� d I� I f
4XI 2 M 1120
4-.5,2
;5TH -9-1
.i
-10
Plate f t . { p.
,, a 3 -U' --0�-
_ _
LOADING (ps� SPACING
TOLL 35.0 Flatus Increase
T DL 7.0 Lumber Increase 1,15.
BOLL J-0 Rep Stress I n r YES
13DL _0 Code 1 0C)CII19
LUMBER
TOP CHORD
BOTCHORD
WEBS
vu�
TC 0.75
sc 0,82
ws o.90
�
(Matrix)
SPF "1 OF 1.5E
X 4 SPF Stud/Std *Except*
-L 2 X 4 SPF d1 OF 1.5E, E -K 2 X 4 SPF 165OF I. °E
REACTIONS itb/ ize) N=2170/0-:5-8. H = �1 /o- -8
Max Horz I z,-- 4 lead case
Max Uplif =- (load case ), H=-777(Ioad case
DEFL
in (Ioc)
f/d ff
L/d
ert�LL)
-0.47 J -I ,
>799
240
Vert(TL)
-0.69 J -K
>539
ISO
Horz(TQ
0-42 H
n/a
n/a
8-10-14
-T
PLATES GRIP
1110 197/144
VVeight: 138 1b
e
BRACING
TOPCHORD Sheathed or 2-8-12 cc purlins.
BOT CHORD Rigid veiling directly applied or 4-5-12 oc bracing.
FORCES J -
Max -[MUM ompre ion/Ma Irnurn Tension
TOPNFA D -E3=0[75, B-_-1 0/1 11 , -D=-140/81y [-E�-2756/964 -
LB -L -1,D-L=-10°� ,,D -K= -7a 1589/x-255, B -N=-2241268, X11 -N=-2168/950, -M=-2067/902
5/221, E- =-724/1 BO, F- =-1 092/645, F -J=- /498a -J'-494127
B-=-982/470
NOTES
1) Unbalanced roof live loads have been considered for this design,
. rid. ASCE -98 90mph, b=ftA TDL=-4, �f' BCS � - _
� � �.�f, �t� 1I, Exp , erifos�°d, i�IiF ab�le end o��` �ani-
right exposed ; porch left and right exposed, Lumber L)L--1. late rip Il���r lift and
This true has been deirred for a 10,0 �f bottom p � Ip C�L�� ..
p I��r� Fi�� load nonconcurrnt with any other Jive loads.
Bearing at joint(s) H considers Parallel to grain value using ANSI/TPI
bea I1n surface. 1 angle t ra i n formula Buiiding designer should verify capacity of
LOAD CASE(S) Standard
n a&brs end RFAD TPSON T' p "EKREFEIZE.
g SSE.
�p�rda��i li lid
��rde�i on litis .Td� o n nec fors- Tia is d psi � i� ��� �� �� � � �n �� r+n�t�rs sh �n°� an is for � r. °i ra�� v-
tY Parc7menfars and proper rncc>r ����� b�id�frr� ����r�r��rat_
i fir I t r I ration of component i� r sponsibility of buildIna designer- not truss desi�r� . �r�a n
l�c)rt of individual web members Daly- Additional temporary bracing to insure st�abiilty dr�r`rr� Constructio � � � shown
u f� p y �s the- . e regi l�illit �f ���
erector- .�IdPtic�r��l p�rt�n��r�r7t f�r��an� of #ham overall structure'15 the r� �rt.sibila of t�� building �'�si�r��r. For �r�erc�l
fabri shoo, ntra1, Stara �, deIiver , erecthcr� and bracing, consult ANSJ PII Qu�arii Arita - � �ui� ildi regarding
PO
SafetyInforrrtiatio n available from Truss P 10te 1 nstit uie, 583 D' n of ria Wver a d 1sen., W! 53719,
� � �, �� �-�� a rw� 51.E ���I�ir�� �� ��i��r��
U
March 9,2005
7-777 Greenbauk
tlfe log
cirrus Height, CA. 9-561
Ma.
MiTek s
Job Truss Truss Type
03012-05 A4AV � SPECIAL
8MC WEST (IDAHO FALLS), IDAHO BALLS, ID 83402
1"-0
3-7-
!5x6 [x+111 0 1,
ON
1
S X11120 _
D
Ply
1
job Reference Lot1on aI
.10 s Sep 17 2004 MiTek Industries, inc-
27-7-8
81555 273
Tue Mar 08 18:56;41 2005 Pane 1
G 110 � 3.00 1
8-G-0
8-0-0
3x4 M1120 1
15-11- 0-8-4
7-11-8 4-8-12
Plate Offsets_�:--I.-- -
LOADING (psf) SPACING 2t-0-0
TC LL 35.0 Plates Increase I A
T DL 7:0 Lurnb r Increase 1.1
E LL 0.0 Rep Stress Ilncr YES
BCDL 7.O Code l,RC2o00/ANSI'95
LUMBER
TOIL CHORD DF 40OF - E `Except*
-D 2 X 4 SPF 1650E 1.5E
BOT ICU 2X4SPF1650F1.5E *Except*
-1 2 X 4 SPF Stu d/Std
WEBS 2 X 4 SPF Stud/Std
CSI
TC 0-7
BC 0.101
B 0.85
(Simplified)
REACTIONS (lb/size) A=1856/Mechanical, F=233/Mechanical, H=2572/0_5-8
Max Ho i , 1oad case 5)
Max U IiftA=- 0(1oad case 5). Fes- 7(io d case 7), H=-10 load case )
Max Gravy+►=87(Icad rase , F=0Ioad case , H =7(load case 1)
H
W M1120--
Ply
#11120_
20 27-7-8
a -G - r 1-"1
G
1.5x4 M1120 11
DEFL
in (joc)
I/deft
Lid
Vert(Ll-)
r01J-K
>999
240
ertjL
-0.24 J -K
>999
180
Ho z(TL)
0.07 H
n/e
n/a
i 35-7-8
Scale;-- 1.65.9
%j AV IM11i -
PLATES {DRIP
M1120 1971144
' Weight: 152 aka
BRACING
TOP CHORD Sheathed or 5-8-7 oc purlins.
BOTCHORD Rigid ceiling directly applied or -0-0 cc bracing-
WEBS
racing-WEBS I Flow at mid pt B -J, D -H � E -H
FORCES Eh) - Maximum Cornpre sionlMaximum Tension --- � '�
TCPCHORD . -B- 124815 6, E ';- 1/511, -D e 1 651450, - E=-479111 7, E F=
.
6
BOT D_ =-704711, J--- +11 99 1-J=-31, i -J-T 717'286} H-1=0143, f
WEBS B -J=-14481886, H -J=-1054 598, D -J=-229/ 05, D -H=-1421/480, E - H;---:826/482, ,E-
=-1 1
COTES
1 unbal nc 'di roof Ir e loads have been considered for this design. enclosed; F1 Ir�i end oncantilever ieand
�� L�4.p.�' ter I � , Exp ,
richet exposed Orch left and right exposed; Lumber DOL�I - plane grip IDOL=1. .
� ; 1�
Prc)vide adequate d.rai1t t pr at water pend Grp a h rd live load n anconcu rrent Frith an other lie loads.
4 This true has been designed for a '10,C) p f bottom
Reter to girder(s) for truss to truss connections.
LOAD CASE(%9) ) t nda rd
�i n vc6d for use only mith. Meek tonneA& tars. Th�� � i�� :� based ars � � P
cercimeters shown, and is Tor a n i nciiv iso u c I u �1d%ncomponent.
y . ers and proper i n orporatiOn of component is responsibility of build it i rig d signer-#ru tin designer- bi 1l # of th e
,p�%�1r f ci n arcs r-r�r`rt
is for 1
�t�rc�1 s� ter# �� indi�ri�u�,I �� en�r�n�rs on ��iiti�r�olt�mpor�r brodir�� to inmite st�k�ilit�r during _
1 bracing of the noverall st #�r the r• sp resp 4rty f t burldirr designer. Fir ter❑1 i r r Odin
erector. Additional p rm nn
f�k�rv�ation, quality control, storogo,
dellivery,erection cindnln on sl P11 Qualily Cflietla,Bg 8 ni B!1Building Component
Scfety Information ava91ab6- from fin rss Plots I ns# i t r '{ n fr Drive, .
ciison, W1 53719.
March 9,2005
Greenback Lane
suite 10-9
Citrus Heights, CA, 95510:
ailMiTek
.N"
Job
Truss— T
Truss Type
Qty
FSI
SCISSORSAl BS
I I r 1 5552274
"EST (IDAHO FALLS).} IDAHO FALLS, ID 83402 I Job Reference
qtion
x.100 Sep 17 2004 MiTek lndlu—st—iries, Inc. Tue filar O� 1
- '` 4-�- 3-6-14 ' .1 27-7-8 ; - - 7-7-8
- 1--12 :-�_� 8-0-0
1
s_oo F12
E T-
F
Plate Offsetts Offseti
5x74 M 1120
US X11120 I ' w
B-10-°14
19-2:1,0-3-0 r f'0-4-0a4�—��
LOADING (psi SPACING 2-0-D
TOLL 35-0 Plates Increase 1.15
T DL 7.o Lumber Increase 1.1
BOLL 0.0 Rep Stress I n r YES
13DL 7.o Code l!RC2000/AN3I95
LIMBER
TOP CHORD 2 X 4 DF 240OF 2.0E *Except*
E -F 2 X 4 SPF 165OF I .E
BCT CHORD 2 X 4 SIF 165OF 1.5E
WEBS 2 X 4 SPF Stud/Std
"17---1
F;0-4-8,0-1-
i
6-8-1 n
8 -10 -`?4
H.0 -2-4,0—:D-131
35-7-8
&10-14
TC 0.7
[E FL
ISI (Jac)
I1d efi
L/d
PLATES
BC 0.89
ert(LL)
-0.44 J -K
>851
240
M1120
0
�B 0_
Vert(TQ
-0.155 J -K
>577
ISO
flfi�I--I
H orz(TL)
0.41 H
n/a
n/a
(Matrix)
Weight, 145 I
REACTIONS Usi e) N=2170/0-:5-8, H=166610-5-8
Max Ho N=-206(load case 6)
Magic UPIM=- 0(load case ), H=-7(Ioad case
BRACING
TOP CHORD Sheathed or -0-1 oc pudin .
BOT CHORD frigid ce[king d1reCtJy applied or -7 oc bra-o`r
WEBS 1 Rowat midpt � .
I� E -L, I= -J
Rows at 1/3 pts D -
FORCES (Pb) - Max[mum Compression1maximum Tension
�% F,'^-411G-4718/1810,I�-1�H-1=0173, E -F=-011 0
38
-�1
674/2818,
EBD-JJ=-`� , E-L=-780���i , F-J=-'�44�`1 - I® ��� 0--y, �_I--q1�9-f'��-�1 �1, '-J��1
��, 5J � ���� i LeT`L�.�� �tJ����' ��Jlf l'`— � �� � 1 �—K=-373/11051
I^—J�� � � �
F - P=- 5 4/6 5
TE
1) Unbalanced roof lire loads have been cons«iered for this n.
deli
2) Wind: 1.E 8�; °0rr�p�i; l`�=ft; TSL - ,f' ��L= �
� �.pf; Category 11; Exp ; enclosed, MWFRS gable end zone;
right exposed ; porch leff and right exposed, Lumber DOL -1.33 plate� left and
Proved adequate drainage to prevent water o �rl� � L--1; . r>Itil��r
) This tragi has been designed ponding,
4 JJ I t far a 10.0 ,p f bottom chord' live load nonconcurr ent with an Other I -
is) are MT 0 plates unlessotherwise indicated, ve load' .
Scaring at j pint H considers parallel to grain value using ANSI/TP
bearing surface_ 1 angle G r i n f rrr7 u I. ui,lding designer should verify a i r of
LOAD CASE(S) Standard
Desic V-0 lid for use on IV Wf h Meek COnnecfors, 7 h is design [s bas -ed ars J+� upon Parameters shown, o nd is for
ppJica-b'play of deign .paean ente,rs c3r�cipro r incur rCLfi � component 11t I' n indi idue� ail �n nt.
I 1~ M 4 r# f individual m' e n1Additional temporary
POnsi�I I �� 4�ulidin des'gner- not iruss designer. Bracing shown
bracing t� insure s.t�b71i ����n� construction is the respons-lbilifty of the
erector. Additional permanent bracing Of toe ovemiI sfruc-,ture is the responsib-111ty of the buildin des4 ner. For mar l uidanc
fa bdcati n, q u l i c0 ntrcl, storo pe, delivery. er ctran and bra cin , consult N I F11 uitY � r ��a, � � r C rein �
afcbInformoflon a ailablIG from Trvss P latae Insfit�rtes 58:3D'Onokb DKIV r odiscrt '`1 �, ' and X 11 �uil�d r ► + ri �fi
IP
1971144
148/108
March 9,2005
7777 re-onba,k Lane
Suite log
Citrus Heights. CA, 95.31
L
Emit
MiTeke
Job Truss
03012-05 l B
T IDAHO FALLS BARO FALLS1 10 83402
Truss Type
7-0-0 1 "_0
-0-0 7-Q-0
15-11-8
8x1 4 x I118H
4 M 11 0 I I,
D
Qty l Ply R15552271
1
Job Reference �optiiornla, I
6,100 S Sep 17 2004 liTek Indo tri , Inc. T [' 18,56 - P
age 1
--8 -7-8 -
-
7-0-0 7-0-0
i- k qj
7-11-12
7-11-12
3. 00 12
Plate Offsets ��, '�� :�--�;�-�-��, �:�-4-0,0-3-3
LOADING (Ps PACING -0-0
TOLL 5.0 Folates Increase 1-15
T DL 7.0 'Lumber Increase 1.1
BOLL 0.0 Rep Stress I ncr YES
J
3x4 M1120 11
15-11-8
7-11-12
G:0-2-1090-1-8
BCDL 7,0 Code IRC20001ANS195
LUMBER
TOFF CHORD 2 X 4 SPF 10 OF 1.5E
BOT CHORD 2 X 4 SPF 16 OF 1.5E -Except*
D -J 2 X 4 SPF Stud/Std
WEBS 2 X 4 SEFStud/Std
CSI
TC 0.76
BC 0.49
B 0.67
a.trl,
6 8 M11.20 --
2-0-7-7
I 0
2-0-7-7 20
4-7-15 D-0-1
REACTIONS (9b/size) A=621 /Mechanical, =20 11 1echanical., 1-2635/0-5-8
Max Harz = 06(load case )
Max Ljp1 ifs=r 4 D(Ioad case ), O=-, D2(load case ), 1 �+1. 071 I o d ease
Max ra = 7(lead case 7),G=451(load case -8), 1=2635(Ic ad. cage 1
H
1.5x4 M1120 l
8-7-8 35-7-
7 -11-4 7-0-0
DEFL in loc) ltdeft L/d
Vert(LL) 0-22 -L >999 240
V rt(TL) -0.26 -L >950 180
HoFz(TL) 0.06 1 n1a nla
BRACING
T P C ly > B
BOT CHORD
WEBS
PLATES
MI1 0
Ill 8H
Weig bt: 143 lb
Sheathed or 4-10-0 oe purlins.
Rigid ceiling directly applied or 0-0-0 ec: bracing.
I Raw at midpt -Lr I -I , E-1, FI
FORCES (lb) - Maximum CompressionlMaximum Tension E_F�-
�TCHORD -L����O�14448411178, F- =- 4 1
TOP H 0RD �-B=-1 ` 4 00, B- =-1349/702, C=D= -357 '600, D -E=-371/700.
} -IL^158/224, J -I =-l1/ Op D- =- 10/1 , 1-j-,-23/56,=-65
23/56, H -1=1654/363, -H4/363 EBl3-L;---533/2l3-L;---533/2821RL-���, -L--925/1 44
=-11 °02/598, 1- K=-14031721, E- =- 1 1541, E-1=-12201390, F-1=-916/546, F -H=-133128 .
NOTES
1 Unbalanced roof lige loads have been considered for this design- ed, M FF able end zone, cantilever left and
E 7-06` Dorn ho b= 5ft, TCDL - p f, BCl L=4. psf; Category 1lP EXP 1 -enclosed
right exposed ; porch left and right exposed, Lumber DOL =1.33 plate grip D L=1 -33,
Provide adequate drainage tO prevent water peridia u rr�r�t ��lt[r� � r� other I We fed s-
4) This truss has been d i rtied for a 10,0 psf bo
ttor�l chord lige Lead rler�eor� �'
All plates are M720 plates unless otherwise
indicated-
Refer to g1rder(s) for true to truss connections,
LOAD CASE(S) Standard
�+ - r rr. and().`,y,S j' LUDED alb" F'EN PA 473 REPO
UM
R&AD NOTES
`g _ -s p p 'a �i r,�r - ion frust dGs uiId r c �r��inent.
Na, sig r� �al�� f �r u �� � n I� ^it1� � �1� �� r� ��afi�r .This d ��� � �� �,� �� � r5 � �, � ��� r��� onsi meters �hilify � � � dui �� d er � n irtii�i�l u � l �� i I� ��. � r`r`r�+�r�o shown
ApplicaUI ity of design paromen lers and proper in�orporafro n ���� . �
is for IateraI sluppor# of individvej1 web rnembeTs oriI . Addifioral tem perar bracGng to 1nsure stat 1fity d u fi ng constru tG n is fhe res pansibii111t' of the
ora tor. .fiddi#bncjl� permanent bracing of the overall strur-lure is the r�sponsibjrjty of the building d4siqner. For gar, ral "�idanc� regard.ir�g
to brica faon r Uo I i coniro 1, storage, delivery. erection o nd brad rig r con w It ANSI1711 u ality rlteri ar DSB- 8 9 and S11 Buili� n g arnpon ent
aie Information avallable fru rm Truss Plate Institute, b8 D` noffio 'Drive ad [SOn r W1 53719,
,IFS
197/144
1411138
T
-W
cc
MarGh 9,2005
7777 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
iM
Job
Truss
03012-05 Al C
BMC VlEST (IDAHO FALLS), lD,gHO FALLS, Ip 83402
2-0-0 e
Trues Type I a
ty
HIP 1
1I
12-0-0 17-9-12
6-0-0 5-9-12
5X8 X11120
Ply
1
17
dub deference o tionar
6.100 s Sap 17 2004 kiTek Industries, Inc_ Tue hilar 08 18:56,45 2005 Page
23-7-8-- 29-7-8
a
5-9-12
-&-o
I.54 M1120 //
V- E
5X8 f1.0:--
nil
K
-34 MII0
i
5X8 1111 0 =
I
x4 IM 1120
-
Scale = 1,66.
3x6 1 1120
d-
16-2-12
.w --25-11-2o 5-7-8
- 9-86
—PI ate sets K { D-'0--�,0`�I-1, E,0-4-0.,0-1-1 J:0- -4, - -0
.�
LOADING (psi SPACING 2-0-0
TOLL 35.0 F'L in I0) I/defi L/.d PLATES RI
�I# Increase 1-15 T �. orf I�L
T DL ,o Lumber Increase 1.15 � ) -0- 0 I -J 7 0 240 i 1I O 197/144
B LL 0.0 Vert(TL)0"4 J -.J >4 1 180
Rip Stress In�r YES '� �_� � N0I�z TL 0.
SCOL, 7. if f 1 I H ref n/
irr��fifid
LUMBER Weight: 137 lb
TOR CH0RD 2 X 4 SPF 165OF 1.5E BRACING
BOTCHORD R D X 4 SPF a 6 OF 1.5E TOP C H ORD Sheathed or -0-o oc pu rl'in ,
WEBS 2 X 4 SPF tud/Std BOTCHORD Rigid ceiling directly aPpf i d! or 6-0-0 oc bracing.
VVEBS I Raw at midpt D- J, F- j
REACTIONS (lb/size) H=758/Mechanical, B=72310-5-8, J=. 166/0`5-a
Max H0713=101oad case )
Max Uplit =- 6 load case 6), B_ 7 (load case 5), J=-796 Ioad case
Max ravH-81 load case 8), B=796 Jocase 1)
�
FO Pb) - Maximum COMPress ion/Ma i urn 'tension
TOP CHORD -B=01381 113- _-643/21 , -f =`21711 6r D: -E=-1671697, E- _- - -
BTCHD 8-_-/5, J-=-1 020 f-,�� _ � fi ��� �, E �677/, -H �-1 102/435
-326/978
D -K=-285/4 33, D -J--10691 311 E -J ^^' 02/200, E -J =` 1 1161 5 5, F-1=- 311
- 1 = f+}
46
NOTES
1) Unbalanced roof fire foals have been ons-Idered for this
design.n.
.Wind-, E -0 Orr h" =eft- T��L-4P f- BCDL=4. psf-
Category IJ- EXP a enclosed- MWFF able en
right d ; rch left and right exposed. Lumber DOL= 0 d zone; until vr left and
Provide adequate drainage to regent water `t. platyrcL� _
� r p��dFr�.
4) This truss has been designed for a 10.0 P f bottom chord lire load nonca.
Refer to gird r(s for truss to truss connections, r� urr t with a tb r I loads.
LCA CAS E() 9tandard
&L W.4k.AWCy - w
Des [g ri va li d for use o n,ly wifh M'Tt=-k connectors. This design is based o I u ter.
ppl1coblr of deni n pararne.nr rs and proper 0Cor�?or fJ r� f nl� n PIrometers 3hown,.ond is for �a, ir�divic?uQii bui[,j[n ��r�"��ri�r��.
9s for lajerq I S ' ' - b C t s1I �I { building n designer roof iruss d ig n designer. B ra cI rig sP)o n
��'�� �� �1`7�141+'I�CiIM�I e� 1-r��ml�elrs onl+�. jailro�ioI lecFrr br��;r�� *n P���uF� ����.fai �.��r.�n� ��r7.�frtir�frorl f� Tf�1� F�� �rl��b1� I
a.ron��F- �+�rmc cnt r)rucili . of me overall struclure is flee r`esdesigner-P ity of the
fabr=icati r,. rli r,tr f. rrsrbi.It� of the building For general u-rdance regard?
�r�r�c��r �d�ll��r�, erection ��� c�cFn�r �n�ult �Il�'T�I�i qualify r�f�r�a, L��B-�� and Bng
Safety Inforrr�af on available fro rn Truss P late I nsiN t , 583 D' n offiic Drive, ud iso n, J 53 719. SJ fi Wilding nComponent
0
In
()F
OF
onG
March 9,2005
s T Ply R15552277
Job TrussTruI
- Al SCISSORS Job Reference e lo tional
03D126.100 s Sep 17 2004 MiTek Indy es, Inc. Tue Mar 08 18-.56-.46 00Page 1
BINK WEST (IDAHO FALLS), IDAHO FALLS, 10 $3402
0
-2-0-0
4-5-2
DEFL,
in (Io)
14-0-0
-_0 2
4-5-2--1`
TC 0.89
Vert(LL)
Vert(TL)
-0.46 J-1
-0.70 J -K
5x8 M1 120
E
117-9-12
1-7-8
5x8 110 _
1=
i
- 37-7-8
-G-0
S -.-.ale - 1.68.0
IN
5x,14 M 11 0
3X8 M112D l l
11-10 5,2 B-10-14
"I 1 1.rl r-8 4-5-12
17- 12 -8-10.
X10-`94
Plate offsets E :��4��,�-�I=� ��-�-0,0-1-151,-0�0-1-15
LOADING ps
Ti CLL 35.0
T DL 7.0
B l_L D-0
B%L 7-0
LUMBER
TOE' CHORD
BOT CHORD
EB
SPACING � .
DEFL,
in (Io)
Vd fl
L/d
240
Plater Increase 1-15
TC 0.89
Vert(LL)
Vert(TL)
-0.46 J-1
-0.70 J -K
>804
>536
1 BO
Lumber [ncrease 1.15
YES
BC 0..82
B 0,81
I�erz�TL
0.46 H
n/a
n1a
f�� Stress In r
_
Code IRC20001ANS195
(Matrix)
-
4 D F 240OF 2, OE "E eeptk
E->_ 2 X 4 SPF 16 OF 1.5E
4 SPF Stud/Std '*Except'
E -K 2 X4 SPF 1 5OF `l. E, F -K 2 X4 SPF 165OF 1-5E
REACTIONS lb/size) N-2170/0-5-8, H=16 /0- -8
Max Hort ;=-1 load case
Max Uplif l\! --g 1 plc . case ), I��- Io d ca
BRACING
TOP CHORD
130-rCHORD
WEBS
5-7-8
8-10-1
.r a
PLATES GRIPV
r -
'I1120 197/144 s
Weight, 141 lb
Sheathed ed or 2-9-9 oc purlins.
Rigid ceiling d irec� } applied or 4-5-4 OC brad ng .
1 Row at mid.pt E -L
FORCES (1b) - Maximum ompressi,on/Maximum Ten io-n _ +� { �} j { `j +'}-H=-4846118521
j� ,J� 6` +� _{� +} 6 , 1
TSF' I�R'� -B=0175r B=-731��4�7a -I 1 �4���� '�'--�°����, Ill I�I=-�h1�1 -1� 1�]138
BOT CHORD L -M=-3861636, -L=- 15}2665 J -K= -857/3221, H -J
0 87126 F -J - 5 97,7 53 , -J l-5451348, D -L=-5021'12991 B- =-9'61 /50.5, E- =- JI 693
F -I =-443/1038
"ITE
1 U nbaia n red roof live loads have been considered fc r this design.
� 1 �Epp e ncl used; MWFRS R gable end zona cantilever left and
� , ,
Wind: ASCE 7-98; ornph, h= E'� L=4.p#
ft- T DL=4. p f; ,at�g
right exposed '} porch left and right exposed: Lumber DOL -1,33 plate grip DOL=1. .
;) Provide �d��at� ��a1r��� �.� �r��rnt rater ��f'lid1r1 l��rent 1I4�itl� anctl�,r live loads.
4 This truss has begirt designed for a 10 -0 sf ba�tt�r� chord 1��� lead r1en��n ream formula. �+.aild'ng designer should verify capacity C
Bearing at joints H considers parallel to grain value using A I (TP 1 I angleto
bearing surface.
I-OAD CASE(S) Standard
NOTES ON TIM AND �' ED '1: �.EF� . E tM 7473 BEFORE -USS
W�-r�xtrs and din, rr� p ce n t.
r41 �rwrith �AiT�k �nr1��t� fil�is desigr� Is based or�l�r upor� ararn�ts s��r c�n�i is for an ir��i�z�Ju�J buil
i n valid for use f �� �n Signer - not truss desrgrn r. Bracing �I�cvvri
ii �I iLi ; d s n r rr� niers and vroper incorporation of coenpon�ni is respon:ibilit� � �r��fru�ti�r� i� the r�s��nsibillity of the
��r 6��a L � u r� ��r� �f in ci i��� u� ! web m � �b� c r�1}�. ddifior��a1 tern prar�r braci rail to insure stybilith d�arrr�g
i the a r all siructure is the respon5ib lit Of the build Ing des[gne�r. For genera I guidance rergardin
tAo
eret r. ,+fid dition a l per ma ne r<t bracing
-c�� tr�l � �tcr� �e � d e I i��rr ere�cti�n and bracing, ��ns�u it }�1,�`T�'t 1 Qualityriterra, D5�B- 8�' and BX11 Building ompo nery
f o br�c�'tior� , � o a ht
1 53719.
a
S fet injormafiarti �vcii.labie frortn `truss Plate institute, 583 Drd trio Drr�r , �11ad15
7777 GrOenDack aCle
suite 109
Citrus Height!, ,, 09561
rQh 9,2005
I.
t
Job
Truss
03012-05 Al D
11 H FALLS
), IDAHO FALLS, ID 83402
BMC WEST (
-G-0
6-0-0
-0-4
Truss Type
SpECJAL
1--0 17-9-12
6-0-0 5-9-1
J2X1 2 Md1 0-
D T_
IF -
3X4 W20 JJ
K9
Qty
R'I+
R 155522 7r
Jake Refer nce tian�I
.1 UU s Sep 17 2004 MITek Industries. Inc.
3 -7- -
7-8
-1 -0-0
12x12 M1120
I
Tue Mar 08 18-- 6:47 00 �
.
Scale = 1.66.3
Plate Offsets i
8-10-14 1769-1
25-8-10
8-1014 -10-1
8.10-1
YX
E e ,F;0- -10,Ed , H.�]-0-1210-0-1 .�- -�',�_ - -��
LOADING (ps� SPACING 2-0-0
TOLL 35,0 Plates increase 1.1
T DL 7-0 Lumber Increase 1.15
BOLL 0,0 Rep Stress Inar YES
ECRL 7,0 Code J>00,'i5
LUMBER
1
DEFL
in 000)
I/defi
Tc 0.85Vert(LL)
-1.31 K
>323
BC 0_54
Vert(TL)
-1,84 K
>23 0
B 0,93
Horz(TL),
1-12 H
n/a
(Matrix)
G
TOP CHORD 2 X 4 IAF 16,50F 1.5E 'Except*
D -F 2 X 6 DF I 800 1.6E
BOT CHORD 2 X 4 DF 2400F 2.OE
',REBS 2 X 4 SPF Stud/Std *F_, , t*
D -K 2 X 4 SIF 16 OF 1.5F, F -K 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) B=1916/0_5_8; H=1916/0-5-8
May Herz 13=147(1oad case
Max i,. P[i =-803(l0ad case ), H=-80 load ease
11 - -W4 1 IL, ti -
�. Is -
35 -7-8
&ID-14
Lid PLATES GRIP
240 i ME120 197f144
180 MIJ20H 1481908
nla
Weight: 143 Pb
BRACING
T P H R D Sheathed or 2-1-13 oc pud in .
E30TCHORD Rigid ceiling directly applied or -1 0-9 as bracing.
(1) TOTAL VERTICAL [TEFL, OF 1.84 IN. EXPECTED JT.I
AND HORIZONTAL DEFL. OF 1.12 1 1. EXPECTED JT_H
(2) PROJECT ENGR_ TO VERl'FY BOTH DEFLE TI C THEY
ARE ADEQUATE TO THE STRUCTURAL SYSTEM.
TEMP. SHORING AND CAM2ER SUGGESTED (BY THEE
FORCE, (lb) - Maximum COmPr ion/ aximum Tension
TOP CHORD A -2=0173 B -C=-5727/2139, E - a E=F�-3 , F� =^'1 -FI =-11
9971
H-1=0
ESOT H RD B - L =- 194 715110, -lL=-150914455' J- =-1368/44
i
MOTES
1) Unbalanced reof live leads have been considered for th'Is des i
Wind: E � �rn�h; ���ft; T��=�. f; ��L� °�rl. ,
ri Jit ex �o� � � ��, Category lI Exp , enclosed- f�FR gable �n zone. eantiie
p , Peron left a nd rig ht exposed, Lu m ber DO L=1.3 3 plate ri CS L=1. � ��r legit and
Spacial provisions shall be made b the buildingdesigner to ai p
total load, iaw far 0.80ifn of horizontal ma ement due to five lead and 1. l in due to
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottorr chord 1rve J
ll Prates are MT 0 , Cates unless otl� ri gad nar�aol�aurrer�t ItF� any Other lige loads.
7) Bearing a.t joints B, H considers parallel to grain value using NI/ -T'.
of bear -mg surface. PI "1 angle to r` in r r la- Building d i e, r should 1 rri` p Pt r
LD CASE(S) Standard
"READ No
.rte:
C, me rzd'eD `,
Design ' lid ' USS on, t la k r�r� ctc s. hi I s'r r� i bas l n carte � " 747.3 BEFORE .
IY onsibr� cha r end i r rf i di�ri l l ildrr�
^pPlicub-ilit of d�sirt para�enters qnd pro,�tr ir7corp�a,�atian ��f c�������f r� r���+���k��l�f� �f k��rJ��r� � _ pone r�t.
IS for loferol suPPO t of in � ri l I r`rr mL r ,Additional � m gra raj a ign r - nct fn)Ss deli rier. Dracin 5 -ho n
:1 ter.iif«nI rrrrr rid r r7.r• irf the ca iJr torr is f [ r�n� hili - T pl.
fabrk_-a inn: q uori �Qntr�ol t r r p of the bLjr ding designer.P'�r. r gen era
I g u an cos � its �1< t��
a ague. deiiver , erection and bracing. +cOnsuft NSI TF11 �r+v1i r t i + [ - I i r7 regard,
in
Safety frrfOrmGtiOn ov a�IaUe frorn Truss Plafe Insfitute, 583 D'On �� S11 Buildingam onerif
disori, ''J 5 ,
it
March OP2005
M
7 7 77 G re e n back Lane
u'te
Citrin Heights, cA,, 9:5j5 1 0-m—A.,
� I
MiTek
T
It
03012-05
BMC WE ]r (IDAHO FALLS), I DAH U I-ALL01 110 001tur-
Truss Type
1
40
R155-52279
Job Deference (optional) _...
0 s Sep17 20G4 MiTek [ndustrie } Inc. Yue Mar 0E; 18:56:48 2005 Page 1
-9-1 25_7-8 30-1- --7-8
F --0-0 1 7--1 7-9-1.
-0-0--':1
5x8 6111
N_
>c4 11Q=
E
5X6 M1
120,—
F
7-7-8
-0-0
scale = 1:6&8
10-0-0
4 M[120-- _ 5x6 M11 G= 3 B M1120
16-2-12 25-7-8
-1 9-4-12
Plate ,L _C0_4_r—T S ,I.. -1-101U
ii
LOADING (p
TCL 35,0
TDL 7-0
PA LNG -0-0
Plates Increase 1.1
Lumber Increase 1,15
BOLL
0.0
Rep Stress Incr Y t
B I L
7.0
9240hl
Cade I! 0001AN 1 5
LUMBER
TOP CHORD
E T CHORD
WEBS
4 SPF 1 5OF 1.9E
X 4 SPF Stud/Std
REACTIONS -(lb/size) B-192010-5-8, H � 1 1 / echan i al
MaxHerz B=-1 0lead case
Max U 4 =- 4(le d case 5), H=- 0 load case
CSI
TC 0,81
BC 0.70
8 0.72
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Harz(TL)
5-7-8
10-0-0
In
(I0c)
Lid PLATES G� RIP
0.38
J-
9240hl
�f'�4
-0-49
J -K
>868
180
Weight', 136 1
BRACING
TOP H RD
BOT CHORD
WEBS
FORCES (1b) - Maximurn ampre sion/Ma imu Tension
Hrl^0176
BOT CHORD 13 -L= -10541270a, K -L;---99 67118� � �—� � � /: �� � D—--�.J L�/8T'�J' E— �— 4jl 1 4 tJ . E^J =r:J461 fid ,, F J�— i
WEB — L=-2
Sheathed or 3-3-12 0e purlins.
,
Rigida ceiling directly applied or 6-3-5 oc bracing.
1 Row at mid pt E -J
NOTES
i Unbalanced roof five loads have been considered for this design. ' enclosed F RS gable and zone,' canfilever left and
Wind: ASCE 7-9; gomph; h7z-25ft TCL=4.pf; a
Catego'ry III EXP
used porch left and right exposed; Lumber °SOL=1.33 plate dp 'COOL=1. -
rL�htep ,
provide adequate drainage to prevent water ponding-
4)
with r th r lige l d ,
4) This truss
has been designed for a I o.0 p f bottom chord live load non oke
[defer to girders) for truss to truss connections.
LOAD ,E(S) StandardILI,Poo
ON TMS ��NM P ,
T k mors. This design is based only upon pcIrOm
eters he r�. n us fir n ire Ii ri l I buildingp n n .
Design va li ri for use only with � �f ccs �rM�r�t is reg pins bi ity of b u i I ding d L -sig n er -- not fres d es nor_ Brcic:ing shown
A li �cibi lity of design poram r ter a r� r� proper 1 nc rip ra fG # 1 crca bre i r� fc i1� �r s t bdl lty d a ri rig , o n s trliction is t'h a resp ori silo i ki ity of i he
is lf� lateral su. rt of individ +�ci L web members only. Additional p y
p the r�11 structure is the respcns�ib'ility of tine build1ng deSLgner. For genera.I guidance regarding
erector. Acid�t on a l perma ne ni bracing of erection and
bracing. n s ult ANI p`11 Quality riterla, D B- 8 9 and B Sl1 Building Corp onen#
fabHcotion, quaVit control, stcrOge, dei�very,
safety r�formaiion ova it a b I fro r n. 'Fru 'F late I r,� R uter 583 U O noffic Drive, Madison, W1 53 719.
��iAL fy�%
5W4
March 9,2005
7777 Greenback Lane
sulte 109
11rus H-eilghts, C , 9561 .0 '
MiTeke■
ilp
6
Job Truss
03012-05 IAIF
BMC 'I+ET x�HFA�LS�),ID�AHO ALL, ID 83402
M
we
Tru s s Type
W
5X6 MUD=
14 1 111 0
6.00 Fi_2 D
Qty J Ply
R7555228
,fob Reference (optional�
6-100 Sep 17 2004 f iT k Indu e , Inc- Tue Mar 08 2005 Page
21 1 -1-0 7-7-
6-8
3X8 M[120'=
C
X8 N1 112 t
35-7-8 37
G0
Scale _ J :r,6_
Plate Offset. i
i tires I lu MI I z u _ JUS26 JUS -26 4)02 M1120\\
�� � P�III� � JUS26 1 OXI 0 P1`I20= J L�26 4�c1 Alll I0
J JLt JU2
LOAD ING (p sf) SPACING 2-0-0 T L L �
Plate Increase � , � T �. I
Ti l L 1,U Lumber In rea a 1-15
BOLL 0-0 Pep Stress Incr NO
f3CDL 7.0 Cade IRC20001ANS195
Ll..lMEVER
TOP C_H1DRD 2 X 4 SPF 1650F 1_5E
BOT CHORD 2 X 8 DF SS
WEBS 2 X 4 S fel= 1650 F 1.5 E '*Except*
-L 2 X 4 SPF Stud/Std, F-1 2 X 4 SPF Stud/Std
BC 0.74
B 0.93
(Matrix)
19-4-12
-0 8-2-1
LO- - , Ed 9.9L, LJ'0- -!0-6-0], L: 0-3-8 0-5- A
REACTIONS lb/size) B=131810-5-8, =600- /0- -6In ut; 0- -
�' I =4/Mechanral
Max Horz. Bim_ j 16(fo d case 6)
MaxI..JpUf = 77(load Case 5.), =- 1 1(load case 4), =-�1238 Io
Max �`avB-1 X41 foad ase 71'',0� � �� ���� �
I 0 (f od uric 1 ), _3 8lod case 8)
DEFL
in (fc)c)
I/deft
Lid
Vert(LL)
-0.17 1-j
>999
240
Vert(TL)
-0 24 W
>976
180
Horz(T,L)
a 0 i G
n/a.
n]a
BRACING
PLATES GIMP
i10 197/144
Weight- 188 lb
T P CHORD Sheathed or -10-0 0c purlins.
130T CHORD Rigid ceiling directly applied or 4--4-1 oe bracing-
VVEBS 1 Raw at mid pt D -L
FORCES (Ib) - Max] rurin ompr ssion/Miaxim um Tension
�T � I � ��L�-���1 4 I L4�+1=-�' � ��� � �l�l ���� I E-F-�'7811 4 9'0, E-=-68/1 49, -FI �=0�'
_ X40, I�--`��1�40, l-=-71/640, I PA -280311, J -P=-803/1
533,
J- --4 09194 r - R=-40 9/944. -874091944, I- `-4091944, 1-T=-1400/2
805
'EBVim-1400/05 T- --1 400rrL 80,5, U- -- 1 0V
ff 15 ,
L --001I
NOTES
D -L--1 1 /2846, D-3-41 1. _ _
7, D -J=- 1 /0787 a E -J=-17371838; E -I=-1170/21 6, F-1--5631'883
1) (Jnbalanced r00t live loads have been considered for this design.
Wind: CE 7- 0mph h- ft; T DL=4. f- BCDL� .
right expo ed ;
porch last end rig fit exposed � � 4. p f, Catego f I; Epp r��f 0 �d a MSE F gable e end zone; eantifeer I
- Lumber D L-�1. 0 plate grip DOL=1.3,x. left end
Provide adequate t rainage to prevent water pond in .
4) Th is true has been deigned for a 10.0 pf bottom chord lige load
HJ
C26
l t�' _ Required bearing Ge atjointl greater than input ��n�l�ou rant with a n nth er f i�� load ,
0) Refer to girder(s) for trusstO truss connections, �Iat �e�ra rti� size.
7) UUSPUSP.
6 ('with 16d nails into Girder `I Od nails Into Truss) or qu[vaj nt at 8-0-6 from the Deft
4 PF), 1 Hi (1 ply 6 IC F) to front face of bottom chord. end to connect tri s(�e � �1 �1 ply
8) Use USP JUS26 (With 1 O nails into Girder & 10d rails I ,
f�to Tru or equivalent spaced at 2-1-8 co Max.starting at 10-0-12 from
end to 33-9-4 to connect truss(es) i1 I ply 4 PF) to front face -of bo tJn� I�
9) Fill all nail hole: where hanger i in contact with lumber.
bottom chord.
i.
1 0 1n the LOQ E(S) section, loads applid to the fare of the
truss ars noted as front fl or back (B).
LOAD CASE(S) Standard
Continued on page
,jjj WAWW- Vel rl segh Rprttrfeters and`
Desig n va lid far Use a rti ly vAfh -Tek co nnec f ors _ Th l � r� I a d n ' ar �.4,73 REPORE U
Applicabilityf s r� p r lrn of Id Proper ir�acr r fi r� + f a mp n r f i s r silaili f ars afar I rl�c I rl aP bulUn cOrnponent,
u�1In ds�wr- rpt
#rrsSlrr� �r�a-
r
shis �larol ��ort �e� ��rr��rs �ri�_ ��if��n�f t�rr��r�r� bracing f� ��urs o
w
n�re�f�r,���t� em�n�rt �r oa�rn ���sir�f��rI� the r��parS-I�III��� of t��usrucureis the reSPO siblli of the buildin�a �aaflor, UaIt control, storage, ��P�r erection and brac designer-_ For general gu_jdance regarding�o,t 4 1 rP11 rlCriteria, - and r] BuildingrnntafetyInfnrmfon clvaiJab.le from Trtiss Plibl ftts tu# r 583 D'Onof D1 eMadison, I ���i .
_� .
6W.4
March 0,2005
7777 reeni�ack Lana...... NNW
Suite. Jag
Qitrus hleight$, CA, 95610
i
MIOTek
I
co
C3
- gyrus s Tru s s Type
Job Al F HIP
103012-05
M C WEST (IDAH o r LL ), IDAH 0 FALLS, I D 8 340
ILOAD CASE(S) Standard 1 Regular: Lumber InGr se=`1.1 ; F�l�f� Increase --21,15
Ply R1,5552280
I
l
Job Reference o, bona
6. 1 c)o 5 Sep 17 2004 MiTek Industries, Inc. Tue Mar D8 18:56:50 2005 Page
Uniform LoadpI
Vert- _-�, -�=��, �-H=-4; B-=-1 4
Concentrated Loads 0b) 0=-364(F)I�=-4F=-��� l= -4F) =-4�F T=-364(FU=-364(F)=,n4(
L --!-1086(F) =-4(F) J= -4(F) 1=- r�-� �R�
-K REFERENCE PAGE ZW-7473 BEFORE USE -
ON THIS AND INCLUDED A1ZTF
d+iF"W MTF�S .�n�nt_
t. .s design csed on upon parameters shown, and is for an individual buildin- comp
+n IV vrth iTek con n
rs and proper iir cOrporolion o[ tutupor leaf i. rezponsiHifit f uil ir, d si r� traction's f ei espo n bill l y at h n
Pplilcouffii of des n rig con
�r�ar��r� � � L t�r���r�r'� ���in� f� r�sur� stability ���
is for Lr t r l s r 1 a f ire d iv d u a i web me nbers on Il if structure � the res nsi�el�t �f tl�� k��il� i n d es[g ner a For general u i rice reg o r� ire
efecfor, Add.iiioncl permanent bracin o, the
• ae delive, erectior� and I�rc�cAr�, cor~is�lf �L�11 ��uali �rit�r��� ���-��' �r~� �+��il B�yl�ir�� ���p�ri��
f k�itir`�� �uoIwr control, sfr
a i
iniormo on �r ilable from Truss pl<3fe IWitufe. 583 D° nofn DNe, �di���� 1�'I 53� 1�•
L
7777 Greenback L -ane
ua a 109
r,itru:s HeLghts, , 95510
fallMiTek
1b
Job
03012-05
runs
1
13MC WEST (IDAHO FALLS), IDAHO FALL , ID 8 402
Fruss Type
SPECIAL
Qty
5
Ply
I Job Reference fnntinnnh
6.100 s Sep 17 2004 MiTek lndu tr es, I nc.-
815552281
Tue Mar 08 18:56,51 2005 Page 1
- 23-9-0
, :-
-5-14 1-+10-4 5-11-4 6-6-0 5-4-
5x6 M1120 --
3x4
1'111 0-3x4 M1120 I I E
1
CQ
Ar
C3
W-1
Scale = 1:65-9
T
I?1
M 112 j3x6 M1120 _ ED
r
X4 11201 I
15-11-8 0-8-4
-11-1 4-8-1
Flats Offsets My)- rE3: C)-: -0, 0-3-01,(r , -0, - � � -2-120-2
LOADING (psf)
TC LL 35.E
TCDL 7_p
BCL 4.0
BCD 7.0
LUMBER
TOP IBRD
BOT H R D
X8 M1120--
7777
11 Q
3X4 M 1120
_ 8-1-14 35-7-8
j
f- - I U 7-5-10
SPACING 2-0-0 CS1 DEFL Plates Ir��r�� �I .15 in 00C) 1��ef1 Lid PLATEi�
T �-�' Vert(LL) -�. �I L -f" � ��
Lumber I ac:rease 1,15 BC 0.52 rl TL -0.25 L-. M1120 197/144
Code 11000/11 (Simplified)
Weight, 1 f
4 SPF 165OF 1.5E
SPF 16 0 F 1.51Z *Except*
D -K 2 X 4 SPF Stud/Std
X 4 SPF Stud/Std
REACTIONS TION (Ib/size) A-626./Mechanical, H=1 87/Mechanical', J=2650/0-5-8
Max H ai =load case )
Max liprlift kz- 4 load case )r H=- Goad case , J=-1 1 Iuad case
Maxrare= load case 7), H� 0 � �
�l�ad a � r - �� ��l�ad cae 1
BRACING
T ip C H RD
BOTCHORD
WEBS
Sheathed or -0-8 oc pudins-
11. id ceiling directly applied or -0-0 oc bracing.
Rows at 113 its E -J
[ACES 1b) - Maximum am presn=/l a il'rrum Tension
TP CHORD -B=-1 529/, E3--,-OA-D=-1/, D -E=-6/
EST H F� D -=-/1 , L--.� Q8,�54, I-�.=- , �-F��� 1 �� �, �-_-��� 1 I. - H�� �
WEBS_;�_- , , - - , l-�1 - 1520, H- l -- 671 /45 5
MOTES
1 Unbalanced roof lire Joads have been considered for this
design, ,) 'rd: E 7-98; 90rph: h=5ft; TJL=4_pf DL -4. p�f;
CategoryiIExp enclosed; EF gable end zone; cantilever left andrlht exposed , porch Ieand right exposed, Id M ber D L_1.33 plate g rip C,
L=1.339
This truss has been designed for a 1 U p f bottom chord live load nonc
ncurent with any other live Joad.
Refer to 9 i rder( for truss to truss connections.
LOAD CASE(S) Standard
WAG - Vel design parun teas astd READ-rE ON THS .
D esig n va 11 d for use 0 n ly with "T�k mon ncc for-. Jw-t � psi ►r� r� k��s�d OE1 u�� CE PAG MU -1-4 F MR,
pp1icaUlity of design por�arnenters and r� � Parameters t r� �J7� n, ��� �� for err individual buildinc
proper IncOrPOrat-on o f component is r � nsl bJi
_ I t?' of buitc�ia�g designer
- rl+�# #ru�:� desfgr
erector. Ad�ditionof ,per n r� r a ire . t the only W dTtional temporary lora�irig to insure stobili durirlconstrur#fOri is the re!
�� car I�#�r�� �4.rp�rf €�f irt�r�i�u�I +rr�� rr��r°n.��r� or�I�a
1
si c tur-is is the rres,pon-si bility of the bu lin designer. For general g u icl cin ce
fabricafion, qu I t control, storage, deliver , Ore -tion and k rccing: consult A�1 1/TP11 Quialffy oi#eria, DSR -8F and B [i Buil
SafcaInformcif!on ovaUa b Ie fro r n Truss P laic I nstifru 1 er 583 D'O not o Drive, mad !SO n, 'I l 53 719 d r n
0�
r
Cq
March 9,2005
7777 reenh Ark I wry. .-
Jab Truss Truss Type
03012-05 �� � COMMON
BMC WEST {IDAHO FALLS}, IDAHO FALLS, ID 83402
r
U
M
---6-10-14 13-9-12
-0-0
x-10-14
4X4 M11120--
41
111 0=
41
Qty
2
11555226
�I I
Job Reference (o tronas _ _ - _ s -I
6.100 s Sep 17 2004 MiTek Industries, Inc. Tue Mar 08 18:W52 2005 Page 1
0-8-10
-10-14
27-7-8 —� --
Scale = 1,53-8
9-7-8
9-7-B
3x4 M1120— 5x6 M1120--
Plait s t ?�E3_0 ^1 ,0-1:1�, tF_0-4-1 ,13-1-81, H -,0 -3 -0.,0 -3 -OL
LOADING (psf)
TCLL
35.0
7CDL
7-0
BcLL
0,111
BCDL
7.0
,UMBER
TOP FILA
BOT HOCA
WEB
PAC I fel -0-0
Plates Increase 1.1
Lumbar Increase 1.15
Rep Stress 1n r YE
Code 11 00,01ANS195
4 SPF 165OF 1.5E
X 4 SPF 16 OF 1.5E.
SPF Stud/tri
REACTIONS TION (Ib/size) B=1525/0-3-8. F m 15 JO -3-8
Max I--lor B=-1 (load case
Max Uplj=-6.1cad case ). F=load case
w
1 I DER in �.1o) 1/deft 1-14 I PLATES
TC 0.72 Vert(LL) -0.21 B -I >999 240
-0-37 B-1 >894 ISO
B 0.53 Horz(TL) 0.07 F n/a n/a
implfied)
BRACING
TOP CHORD
B T CHORD
PONCES (Ib) - M@Ximum Compression/Maximum Tension - r- 1 �� � �- =��
TOP CHORD .A- =0138, B- =- 163/8 7, -D=-1 797/8 7, D -E= -l7971827, EF r
38
ESOT CHORD B-1--7' 711921, H-1=431/1300. 1 -H= 643.1921
WEBS -l= 50 -/263, D -1=-386f601, H -3861601 r E -H— 504/263
eigft 1001b
Sheathed or 3-9-5 oc pu d ins.
Rigid ceiling directly applied or 7-5-6 cc bracing.
ITE
1 Unbalanced roof live loads have been considered for this design. •Exp C, enclosed', F gable end zone, cantilever left and
1 n ; ,,ASCE 7-198, 0t"r'.rph; h=25ft; T DL= . p f, l� l _
right exposed ; porch. left and right exposed, Lumber D L=1. 33 plate grip e r 1i loads.
This truss has been desi need for a 1 a_0 psf bottorn chord live load noncon urreut with any
LOAD :E() Standard
WARMWG - ve rs and � 'TZS 1V � AND FE PAGE '4 Bim'
��si� n ��Ii� ,ter �s� �n6'� 'tl� I��k ��r�raeclors. This d+�sir� is based or71V un
para meters shown, ❑rt 6 is ter n indi id l l it its or`r`�por-teni_
rpt od ro er irocor ration Of rOmP �r ent is respon! ibilit r ref building desi n r - not
titru ss d is t�� l ne - Br b�llii s o
wn
ApplIcability ofdesign para � �
I�a����I �u art �f i��i�i��� I �� rrti�mb �nl. Ad di ���,p�rar� �r�a�i� to insure Sfabili d urir�g cor,s
he
is for' pP
- � �rr�.� rye r7 t bre �i r�� �f �'h� ���r� 11 structure �s. t� r'�sp� r�� i ��Ct of the building &sig n er. F�r�ercI �uid�a nCe regarding
erecfcr. Ad cil#rc�n a i n d re ire r res Ifi ANSI/TPI 1 Qu a.lity riteri a. I)R- 9 and RC 11 Building C arnpotie of
fobricatior�, quality coniral, storage, deliver ', erection
of Informot%on avallable from Truss'Plate lnstilute, 593 D'Onofrio Dave, Madison. WI53719, —
GRIP"
197/144
i C:D
Lm.
March 912005
7777 G reenbaCk Lane
.rite 109
idrus Heights, A, 9 1
vi
qP
or-
Joh
03D12-05
1G
BIVIC WEST (IDAHO FALL) IDAHO FALL , ID 83402
--0-0
-0-0
T
6-10-14
5-10 14
Truss Type
COMMON
qty pila
1 �I
cf
I
Jub
.100 s Sep 17 2004 MiT k Industries, In
13-9-12 20-8-10
B-10-14
4X4 M1120--
T
11.E -
D
6-10-14
7-7-8
6-10-14
1558
Tue Isar 08 18-56:54 20D5 Page �
29-7-8
-0-0
Scale = 1:53,8
i ■
18-0-0
9-7- Q
Plate meets ?,y .0I
a�J
"—
L0AD1NG(psn specrwr_ .
TOLL 35_a
7GDL 7.0
BOLL a.0
BCDL 7.p
__
LULUMBERTOP HORD
BOT HCS
E B
OTHERS.
Plates Increase 1.i5
Lumber Increase 1.1,5Rep Stress Incr YES
Code IRC2pDDfANS195
X PF 165OF 1. F
.
4 SPF 1 650E 1.5E
4 P F turd/Std
X 4 P F Stu d /Std
F E TI I d/size) B =1 ,510- -8 , F=15 5/0- -
Max Hort B=-165(load case 6
Max Llp�fr=-8(Joad case 5), F=-8(lod case 6)
1
TC 0,72
Bc 0.68
E 0.53
(irrlplified)
DE FL
Vert(LL)
Vert(TL)
Ho(TL)
5X6 M 20 -- _ —
. 7-7-8
in (loc) I/deft L/d
-0 _. 1 B-1 >999 240
E3-1 >894 ISO
0.07 F n/a n/
-7-8
PLATE
M112D
Weight-, 141 lb
BRACING
T P CHORD Sheathed er 3-9-5 oc purlins_
BOTCHORD Rigid ceiling directly applied or 7-5-6 ac bracing-
FORCES
ra in _
FORCES (lb -Maximum compression/Maximum Tension
TOP CHORD -3-0'38' B- =- 1 1857, -D=-1797/827, D -E=-179718 _
BOT CHORD B -I=-797/1921, H-1�-431,1300 F -H=: , -F - 1 - = r'
WEBS
a 386.601, D -H--386/601 a E -Fly -504/26.3
NOTES
1 Unbalanced roof Imre loads have been considered for this design,
i+`ir1 d; ASCE 7-98; gom ph, h -ft; TL -4.f; L=4.
pfR Category11; Exp a �i��l�d; F� �hl� end z�n�; �r��i1'�i�l` l�
rightexposed ; .perch I ft end right exposed, Lur h r L�=1. I r,_ ft and
True des icg sled for wind Coed s i n the pla rye of the tru S only. r grip p � �. � , _
End Detail �� �, Fir" studs exposed to -nd normal to the face), see MiTek "Standard
Gable
Th is true has been deigned for a 1 0_0 pf bottom chord live Joad
Ali Plate erre 1.5x4 11 0 unle otherwise indicated. nor�cor� u�'rent with an other Iive �oad .
6) Gable studs spaced at 2-0-0 oc.
LOAD CASE(S) Standard
demon parctmeters and RHjD N07-E:S 01VTMSAND L!VCCrUDEDXMW REFEREE
CZ De.slgrl valid for We or�1�r nth J7�k c onrrect. T�11s �Iesion � bos�d c�r�i/ ur�orN r�����rs � �.�� 7472BEFORE�'
ppi��cjbrji of dei r� Parcmenter$ ani proper i� P ha own, �� i fir �n i� p id � f u c ire � rpt,
P0rclti0n Of COM POnarpt is respnsibiF of bui�drr,g designer- not truss clesig,ne_r. Brocin .5ha m
la terOl �.0. .
�.��� �f rr-r�lyduaP � rn-embers Only- cfd1tor3,;iP t�arrrporary ,I�.rG c1rao to knsur� .�1s� b[II d�rl�� �4r�.5tr4.��t1�r7 IS ��� res ��i
. � � SrbTIlrt�I of fhe
fabrication, quI!! ona!�ontr� F 5tO �ermanenl �r�d� acing �e��� overall s��r�f�ur� Is the �� ���11�iif of the ��rid�J�,diqner. For �nera I -
�erection r breGrr�. nsuli ANI PJ7 Quali y riferla, D B-89 Otrid 8 11 Building ornp enf
� f Information a i fr Truss Plato 1nstit4at�. 5 3 D'Onofrio Dive, Mod—isan, r 53719.�
GRIP
1971144
March 9,2005
7777 Greenback Lan uRe 109
C Krus He -rghts. CA, 10:5f, I f -Ail IMITek
Job
03012-05
_ Truss
NE
BSC WEST (IDAHO FALLS), JDAHO FALLS, 1 D 83402
1 '-
2-G-0 1 -
f
412 M11
6,00112
C
Qty
I
I i
W2 M1120 0 11
Special THD26
B M103 "l
61
Ply_
X15552284
2 , Job Reference oLgnaI -
-s Bo 17 2004 1iTek Industries, Inc, Tue Mar 0 18:56:55 00Pad
_I
x4 M.I l 0
E
P
7-7-8
8-1-2
Sc�ale = 1; 56.1
1;
C9
itC>
H L M G N 0 P
Ill S26 1 ox10 M 1120 -7::: JJ S 2 6 JUS263A M I l20 1'. .J US26 JUS26 4x12 M112
JUS26 JU
plate Offsets ------
L ADIIN (pSPACING-0_0
dal
TC LL
35FO
Plates increase
1..1
TO 0.91
TDL
7.0
Lumber Increase
1-15
BG 0.89
BOLL
0,0
Rep Stress lnr
NO
WB 0.66
BSL
7_0
Code IIS 0001 1 1
('Matrix)
LUMBER
TOP CHOPD 2 X 4 DF 2400F 2.0E "Except'
D -F 2 X 4 SPF 165OF 1,5E
BOT CHORD 2 X 8 DF SS
WEBS 2 X 4 SPF 1650 1.57 *F-ept*
-H 2 X 4 SPF Stud!Std, E -H 2 X 4 SPF StudiStd
F EA TI (1b/size') F;--5528/0-3-8, B=575410-3-8
Max Holz B=1 (load vase 5
MaxU pl iftF=- 4 load case S), B - 57 load 5�
Vert(LL)
Vert(TL)
HorzTL)
X8-1 0
ir1loo Iefl
-0. H-1 >999
-0.38 H-1 >855
0,08 F n/
7-7,8
Lid PLATES
240 M11za
iso �
nfa
Weight- 299 lb
BRACING
TOP CHORD Sheathed.
E T CHORD Rigid ceiling directly applied or 9-6-2 oe bracing -
WEBS 1 Row at rnidpt -H
FORCE (1b) - MaxirnUrn Compression/Maximum Tension �� � 10 E-F�10031 x`40 7
TOPCHORD B 0f 6 , B J - 1 �18 7 51515 8, �D --777 9/3 317 , DE 7�p�7 I�{� I r+ j��y I p _ r+ �8
45/1 D49 4J!- l-4645/1 049 , I I-� =-46 A 1 049 r, HSL-- 557/8 +58, L 1 - •- f es+",
35
BT HCS E-1=-4S4S�`1 D�4'�, 1-�- 4 _ +� _ +{� r�
J'557/8858, 1�T'0-3557188 8. -P--,.}571885^8y P- _n 57J 8858, F- =-3557/80.}58
NOTES
1f 2 -ply truss to be connected togt nth„ 1 Ip�l [111s foll's�
Top chords connected as follows: 2 X 4 - I row at 0-9-0 0o.
Bottorn chords connected as follows, 2 X B - 2 rows at 0-4-0 0c.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 CC_
id�d eqr�11� ��p����all Plies, except If noted as front � F� or back D) _f
ain the LOAD E(section Plyto P1
2� x16 Londs are cony
�� tri ��I�.�d � dl��rl�4�t �!`Il loads note s (FOr (Bunless otherl&v indicated.
connections h �
-
Unbalanced roof live loads have been considered ror this design -
4) Wind- ASCE 7-98P gornph, h_�f�, T��-4,p�f9BD_4,.ps a�t llE p;, enclosed; MW= kfe end zone -cantilever left and
sed porch left and right exposed; 'Lumber D L1. plate grip DOL=1.33. loads. right exposed ,
. nod for � 1 �,� �f bottom chord lig load nol�oor�ourrent itl� an other lig l
This truss his b��r� �.� 'into it'u or equivalent �.t 10-0-12 frorrti the ift end to connect tr����
6 Use P THD (With 16d nal
into Girder ( � nails �
(1 ply X 4 SPF) to back face of bottom chord..
_ t Trus �r � uivalent spaced at --�]-0 oc mai, stal�#in �t �1 -�]-1 from the l
l � IJP �1.�� (With '� �d n�11 Irit��-.I`��f �1 �� i'k�li� l� � I`�'��'�_
X 4 SPF) to back fare of bottom
end to -0-��1 to connect truss(es) Al 1 ply
Fill all na[I hol es where hanger is in contact with I urs b r. ort o n centrated load (s) 23241b down and 12. 31 b U p
then connection device(s) shall be providedsufficient to u p p
Special h I-� r r f such special connection d i e ) i the r pon it l ity ofothers.
8-1-8 on bottom chord. Thdesign/selection
�Api,9�§k�g�tpndard
rr;lta r 4 T B USE
{ A� - vee ciesign pa and � ters shown, and is fol ar�, ,ndiVldu<al building r-orn xar' eni.
Design -valid for ,ise only v�ifh ,I Tek c r)r�e�t�ps. Th is des � i� bis co ons fi is rep nsib qty of bui'Id ng des ner not truss des[gner, Bro�i��onslbilllty ��th �
ppi1r-a bI Iw Y of design pcIrO r�enter5 and proper in c. orpora Eo n o�
. ��e�� �n��nbefs or�l�f. Additional ferr�porc�r�' bracing 1� insure �t�l�iliiie�ri�d� r-iTi.� �T �°�r�ero�l guidance r� gf�ding
�� far I� t�r� l �� ���rt ��f �^� � i� i � ��11 fhe
c difii nal ermanen,f bracing of the overali structure 1s the rC5PO ��ibili �� � P11 uc��fy �itertia, DSR -B9 and B 511 Ruil�lirtig Component
��. e.�t�r. d � d�ll�� er��ii�n ��-� f�r�air��. �c}rt��alfi �
f�a bTicatior�, qu lity contral. 5fo-a9s, '
Safety Informaiion ov�ai.iob`;e from Truss P10te Ins"JIUte, 583 D' not io Dr`��� �j��I ���1 �,
G' R iF
-1971144
t
>1
OONG
March 9,20035
7777 Greenblick Lane �� I
Suite 1.09
Citrus. Leight,-. � , 95,610
MOT
i ek
1
R1s
Truss
03012-05 131 GD -
BMC WEST(IDAHO FALLS), IDAHO FALLS, iD 83402
Irus I ype
COMMON
LOAD CASE() Standard
1) RegWar- Lumber `ncrease=1.1 . Plate Increas =1 _1
Uniform Loads (pili
Vert, -D -8 , D -F=;- 4a E3 -F=-14
Concentrated Loads (lb)
Qty
1
Ply
1 52284
Job Refer nce -2 tr l
,100 s Sep 17 2004 MiTek Industries, Inc- Tree Mar 08 18,56:55 2005 Pa
ge 2
[�Sin valid i`a�r use only v�fl� T�i� o r, nec for�, T�-� is design 9s based on upon ara m� = �'� � '�
Iii Itt r of designra rr n# and r i roc r} r +# ori a rr-rp t is tshown,r i for d i i fbuild'r, c onnPonen f-
is for I t ral rt + t i qdivicl Ljat eke r�e�ber- only. AdditiongJ tem��r� a��n n���a� �� br�iJ�ir� �d�si���r• -not �ru,�� des 19 r��r, Bracing sFi�
�reefor. A� itior Q1 permanent bracing of fhe overall S�u�ture is the res + � h buil iter des �r.+ring �cnstrucifori _M the res PCn-sib llitr of the
tobrication, qualm Control, story e, deli I r-�s�I tlity� f the building signer. For general guidance n9gard;nQ
r` ' �rectiorr C1nd bracing cons ANSil+T.V11 Quality Crilerraa DS B-89 un� gCSt] BwIlr�ir�g omp�r�errt
arF �+jr f�,F rr raff ��r�il k l fr rrr� Tr Plate Institute, 583 D" �iafriQ [)6ve , Madison, Wr 53719,
7777 Greenback Lane
uitp_ log
, -, Citrus Heights, CA, 9,561(
L
METek&
I Job Truss
w
03012-05 CIG
P
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
-2-0-0
-0-0
l
V.,
LOADING (ps
Ti CLL 35.0
T D L 7-0
ROLL 0-0
B D L 7.0
LUMBER
TOIL CHORD
BOT CHORD
OTHERS
6.a4 12
A
Truss Type
7-3-8
'u
SPACING � 2-0-0 f
Plates Increase 1.15 I
Lumber Increase 1.15
Rep Stress Incr X10
Code fRC20001AM115195
2 X 4SPF 1 OF 1°F:
2 X 4 SPF 165OF I.5E
4 SPF Stud/Std
X
1
TC 0.38
BC 01
11B 0.05
Matrix)
glob Ffererre
6.100 s Sep 17 2004 MiTek Industries, Inc -
4x4 M120_
E
F
14-7-0
1 4-7-0
_40
R1 55522
Tue Mar 08 1 &,56:56 2005 Page I
-r'- 16-7-0
7--8
E
DEF L
in (loc)
11d fil
LJd
Vert(LCL)
--0,0 1
n./r
120
Vert(TL)
-0.06 1
n/r
120
Hor(TL)
0,00 H
ri1a
n/a
BRACING
TOP CHORD
ESOT CHORD
2-0-0
Sr,ale = 1:30.5
H
3x4 M1120
--
PLATES RIP
M1120 0 1 7JF144
'eight. 53 lb
Sheathed or -0-0 oc purlins_
R gid ceiling directly applied or 10-0-0 cc bracing.
L=180/14-7-0,�1 - - , IV=220114-7-0. =1 14-7-=220114-7-0
, J
REACTIONS, (Ib/size) B= BG11 -7-o, H=386/14-7-0,
Max Hort B=_1070oad Gale _ j,_ ([Qadcase 6)
_ 1--1=-1 I��d �� �, lair-���i�ad �� ��, ]_-��l�ad � , I=^�� lead asp
Max l �ftB=-1 (10a d case ), ( =220 l oad ua 1), _ 1 (load case ), J= 20(Ici d case 1)
Max Grav ad ca s 1I H = (load case `1), L=1 0 � 1 oad case 1), [ =1 (l oad case � a �
FORCES (lb) - MaximUrr Compression/Maximum Tension 1 1.0,F -G= -62/64,G -H=-941 0, i�-I=O
E-
TOPCHORD
BOT CHORD B- =0/96, i -N;-01 , L-ill_V963 ' -L=01 , J -F ;;7-0�1 ,F -1-J -(�1 �y'�y7
93
WEBS E—Lr-1 55_./01 D —" 1 4/88,t — ----27719 +, F—K' !-1 �+4186t J LV��
NOTES
1 Unbalanced roof li +� loads have been considered fort bi design.
• enclosed, F gable end zone', cantilever left and
�Epp
CSL-'�, sf' Category ll., s
2) 1, ind: ASCE 7-' B; omph, h=2 ftF T DL=4, psf; p
d • parch lift and ri t exp d, Lumber D L� l , p[,ate grip � L��1.
right exp , p
truss or11 For studs peed to end (normal to the face),I1
� iTeiC'�tandiard Gable
True designed for ind loads In the plane of
the
End Dtal"i
r 10. f bottom chard live Load non oncu rrent with n, other live loads.
This truss has been dell r��d f� �
� All Antes are 1. x4 M1120 unless othervAse indicated.
Gable requires continuous bottom chord bearing.
Geula studs spaced at -0-0 oa-
LOAD EO Standard
r 0 � -t.
W�0 - Vel de yt p (XM ter s 4znd
PXJLD.sign � Para
shown, ond is for on indi�idua.� I�ukl�irtig Component
Design valid far use O fh connectors- This d c r #i f m n is or�sibi1i of building deli ner - not iruss designer. Bracing shown
,+ lity of design para mentees and proper i nc arp
rs j . Ad<jitl0nol t ry'sporciry b in to insure
s#ab�iii puririg a�r��fructi�ari is the responsibi11i#�r o
f th-e
is ` lateral support f �r�d iv �d oa I web rye r nb i� # res + nsi k rfrty t building i nor. Fir a era 1 u i s nce r c rd n
erector. Additional perm anent be�� rr� �f 1 h� av�a il s#ru c 1u re r�
� - � �r��� i�r7 and b�� 9 �1 �' ca r�su lt ,�►C'�1,�"rf 1 1 Qu�1tty i�rlteeia, DSB-89 and BC1l Building Component
fa4 ca i F �ality control, sjora e, d ijverV.,
safety
Irif r, qul oval
ble iron Truss P latte Institute. 3 UOnof io Drive. adison7. '+ 153719,
I
Larch 9,2005
777' Greenback Lan MEMO
Suite 109
Citrus Heights, CA, 95610, .:..MiTek
Truss __lT_r_uss —Type Qty
I COMMON I
VAL; VVL I (JUAHO FALLS), IDAHO FALLS, 10 83402
6.00. 12
WH
5X8 M 112 0
Ply P,1555228]6
Job Reference e e Cigna
10
0 s Sep 17 2004 MiTek Industries, Inc. Tree Mar 08 18-56:58 2005 P
age
14-7-0
7--8
Coe = 1a9.S
JUS26
A / Y
� C
4X12 M 110
Plate Offsetp. rX,`: :0--9,0-2-0
F
THD26
5-2-0
0
LOADING (psf)
SPACING
2-0-0
TC LL
35.0
Plate$ Increase
1.15
T DL
7.0
Lumber increase
1.1
CLL
0.0
Rep Stress Incr
NO
13 D L
7-0
Code IRC20OO/ANS195
LUMBER
TOS' H ORD 2X43PF1650F1,5E
BOT CLHORD 2 X 8 DF SS
VVEBS 2 X 4 SPF 1650E 1 _ E
E
2
U12 M1120// JLJS2
JL16
4.-1-1
0 J
JUS26 3.X12 M1120\\ JLJS26
2
J U X25
l 1-7-0
1 DEFL in (Ioc) I/defl L/d
TC 0,93Vert(LL) -0.14 D -F >999 240
6 0_37 HorTL m3 C n/a n/a
(Matrix)
BRACING
TOPCHORD
BOT CHORD
REACTIONS eb/size) A=3754/0-5-8. C=2809/0-5-8
MaxH orz =64 (loud case 5
M`2.M`2X UPl•i = -1 X43(1 oad case ), =- 1(load
case 6)
-3-0
VVelght: 68 lb
Sheathed,
Jrid ceiling directly applied or 7-1-3 0C bracing -
FORCES (Ib) - MaximuM Compression/Maximum Tension
TOP CHORD -B -4916/1818. f3-�-4772/1751
7,-1==-111-1=- 11, C -I-1 1 1
56
WEBS B -E=-913{2303, B -D=-79912060
NOTES
1) Unbalanced roof live leads. have been considered for this
design-
right exposed , porch left end right � Pf, Categoryli, Fop r�closedF "I'F a�le end zone, ��ntJi���
exposed; Lumber DOL=1.33 plate grip DOL=1.33. r left n
Th is true h as been designed for a 10.0 psf bottom ch Ord ilive I read n o v 45 o
� Lis �S 25 P �[� �'tFr 1 � ��ils �r�t� frd�r 1 �d I�ail� anti Truss r�cLrrrent with an otl�er live Ioaxds_
end to 1`�-i1 to connect trius�s 1 � 1 1 � �r e�ui�.ralenf pac�ed at 4--0 +�c Ma. tarf�r� �t �--1, %rim tl�e legit
) Use UP THD� � � I�F� t� fro�ttee cfboohord,
(With 16d nails into Girder & NA9D nails Into Truss) or equivalent at - -i
(1 ply . 4 FF) to Croat face Of' bottom chord. from the left end to connect truss(es)11�
FIJI all nail holes where hanger i ire onta t ;#i-, 11,1 r.
In the LOAD CASE section, leads appl ied t thea i� the tr s re
tec\ONAL
d
as friont F or back (B��..
),
LOAD CASE(S) Standarci
1 Regular: Lumber Incr .s =1:1 , Plate Increase=1,1' 5
Uniform Loads
Vert- A - C= -14P , B T 4, B- =- 4
Concentrated Loads (lb)
Vert, =-81 F F=-101 F) G= -669(F) H=- 69 1=-669(F) J= - 669(F)
GRIP
197/144
WAWFRM - Ver -t& design parameters jZnd jZEAV NorES ON THIS A&W
Design valid for use onlywith i i c k ern r�eetors. This es+,� n is based only Upon F��r� � f �. ,�� �'��' �� � �'�' ,� �
` r . and is for an ir�d'iv�due
Appli abili of design Oararne.ritem and proper inCorporcifion of omponenf is responsibility of buildingdesigner J su�r�lirr Br �n�r�t.
is for lateral s u ppc)rt of ndivid ua I we members on . d d ifio na,l temporary bracing to insure � r� �r - not �r�u�s designer- e Bracing �� r� shown
C'tor. ddiiior�ai permanent braes oil sfi ifit urs n #f #I f the r p r�sll las of fF�
qu0JifY nfr0l, siorage, delivery, erection and brace n g. orrre5��n�i�ilit�r et tY�� buif�ir��des-
fabrication. nor. For general gufalance regordin
ulf NSI/TP i Quality
e�t�rfiq, � �- �3 � and � �� 1 ��!i I�li��Component
of t InformationMable from Truss PI0te JnstitWe, 583 D' nofHo ve, Madison: ' l 53719.
6�4
r
� 06F1?9.. 4\�
�Z.- , 0
a
D NG
March 9,,2005
7777 GreenbaG k Len Q
Suite log �� I
Citrus Heights, CA.956110
I I
MITek's
J True rr Type
I "
03012-05 D 1 COMMON
BMC WEST (IDAHO FALLS), IDAHO FALLS, ILS 83402
--0-0
-0-Q
6.00 i 1
M
6-10-0
I
4X4 MU20
C
F
3x4 11120= �1, f 1 I
Lr%AnING jpsfi � SPACING 2-0_ d
TOLL 35.E
TCaL 7.0
BOLL 0.0
BCDL 7.0
LUMBER
TOP CHORD
SOT CHORD
EB
Plates Increase 1.+15
Lumber Increase 1-1
Rep StreSS [ncr YE
code IRC20OO/ANS195
4SPF 16OF1_E
4 SPF 165DF 1.511
4 SPF Stud/Sid
i
TC 0.74
BC 0.35
B 0.13
(Simplified)
REACTIONS (lb/size) 6=841/0-3-B, D=84110-3-8
Max Igor Bel03(load case
KAax Llpli =- 0(Ioad case , D ° 0(load Case 6
FORCES (16) - Maxlrnum Compresslan/Maximum Tension
TP
CHORD -B^0/ � B- �-714 +'298, - -.;---714/ , C -
'SOT GHORD B -'F=- 0 / 34P D -F--2061634
WEBS .-F=- / 7
Oty IPi
R1 5552287
i
Jeb Ref r-enq O LDnal)_�
_ 100 s Sep "� 2004 iTek Industr'i s., Inc. Tui I i�r � '1 � �0[ age
13-8-0
6.10-0
x
3x4 X1112-0-
13-8-0
DEFL in (10c) 11d fl
V e rt(L L) -0-05 D -F >999
Vert(TL) -0.08 D -F >999
Horz(TL) 0.01 D n/
BRACING
TOPCHORD
BOT H ORD -
- 10-0
Lid PLATES
240 M112D
180
nIa
Weight 42 Ib
-0-0
Scale;-- 1:29-1
IP
1971144
Sheathed or -11-7 cc purfins.
Rigid veil ing d irecty a p pl ied or 10-0-0 oc bracing
NOTES
1 Unbalanced roof lige Toads have beer, considered for this design, �n����ed- 1 F . aIle end zone; cantilever left and
SCDL=4. sf Cate 1 f, E , .
mind: F. 7-8; orrtiph, k��, Tf�L=4.pf} - p , p
right exposed ; porch left and right exposed; Lumber D0L-1.33 plate grip IS L=1 _ . gad .
) Tf`�r truss has re
been designed for 10.0 p f bottom cord five lead nonconcur�rent with any other live
LOAD CASE(S) Standard
- meters a D NOTES O AND > 'E� -RE�`�� P-4G� �4 73 BEFORE
USF -
Uri - Vette de 'n P a nd is for an 4r idIVid aI buildinq oM Pone 3t.
�-y - �F,�� ��r��t-, �c L,���r� �rti�l'� eIJ�D��`I ['aT`1'1�`•iefs 5h O�+'n' � ,, _ � y i. 5,y, {d��i��
Design �rI VC11i-d for USe only itri �f�lF c;K cur �rrTiri r, 1 no tr Y
r if f clesi ra m m-ento-rs and proper incorporation -of oem o nent is reg on si bili 01 tD U�rc� i r � . � ��� nor �� r ��� is the res pen � � M i t �f the
Cpl ,
_ r�di�r�d��l rib mems �r�l Additional t+�r�r�r�r 1�r���e� t� i��ur� �t���6�si�ne�Fo�mener�l ��idan+� rear�ing
rs for lateral suppori of
Ad Mon a l p errnQ ne n f bre 6 n g of the over l� str ��#�r� is #F�e r s rtisabtr 1. f I 1 uild � t rrct, DS B- 9 anti BCSi l BuildingComponent
erector. � delivery, er�tic�r� and !�'� o�n+� � COr��u `fi A �
tak)�ioofion, c ell eon Erol, Storage,
Safety lnformafion ave llo Ne from Trust P Icy to I rLsle ute, 583 D" On of i Drive, Madison, l 53719
E
March 9,2005
7777 Gree n back La n e r
Suite 109
Citrus Heights, CSA, 956 1,0
2M
ISIVII
MiTek
Job
03012-05
Tru s
D1
Truss Type
COMMON
BMC WEST (IDAHO PALLS), IDAHO FALLS, ID 83402
--0-0
-0-0
FS
3X4 M 110=
LOADING (psi i
6-00112
C
6-10-0
6-10-0
C
4x4 M 1120
E
13-8-0
1
Ply
1
R 1555 8
Job Reference t onaj
_100 S Sep 17 2004 iAfTek Industries, int._ Tue Mar 08 18:57:00 20D5
13-8-0
B-10-0
3x4 M'[120 --
. rr� �Ic�) I��fefl �,��
TALL i�lat IJ�rease 1-15 PLATES
T �_ ertL�.) y0_!� 1 nor � IFS
T L Lura ber Increase 1,1 B0.121 0 1 l 0 1971
�rt�TL ��.�07 I r��r 1 � 144
BOLL 0.0 Rep Stress incr YES
B DL 7_ Horz(TL) 0, c n n
all (Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
SOT CHORD 2 X 4 ,AFF 165OF 1.5E
OTHERS 2 X 4 SPF Stud/Std
Weight, 50lig
SRACING
TOP F1 O Sheathed or -0-0 Dc pudin .
BOT H O ID Rigid ceiling directly applied or 10_0`o oc bracing,
15-8-0
-0-0
cafe
Max Hor 15=10 (load case
MaxLUpli =-170(load case 5),H18 (load � � � �- J� �1 ���
Max ra E- i "f � ( ), - �,(I 1 case 4),K-91 (Ioad case 6), J= -load case
, H- 78 load case 1), L=I 7 Iliad case 1), M= 1 (load case d =170 1+� � �
case a) p J=1 70(load case 1
FORCES (1b) - Maxim= Compression/Maximum Tension
WEBS E -L-=--1 0/D, ID -M=--176/93, - "1 7 T 75, F- 1 76/9 3 ,fes
SITE
i Unbalanced FoOf live loads have been considered for this design -
2)
{rid: ASCE 7-98; -Ornph; h= ft, T DL= - sf- B DL_
p psi`, Category 11, r_ - p , enclosed; PvIVVFRS gable end zone sari l
right exposed ; perch left and right exposed Lumber [SOL=1. late r left and
) Truss des �g rid forwind loads In the J�n� �f tf�� truss p � rip
� �_ � _ ._
End Detail" � uss �r�f For studs exposed to Ir�ci (normal to the face), �� Iii T
) eta n1a rd° abi
4) Th is truss has been deig ned for a 10 .0 psf bottom chord live Ioad
All plates are 1.5Y4 1120 unless Dtlh r i e indicated. n P u rr Pit Fth a n th r Pi lea ds.
) Gable requires continuous bottom chord bearing.
7) Gab[e studs spaced at 2-0-0 oc.
LOAD CASE(S) Standard
W - VerifY desmon Paranwiters aZ RXjM No!rVSoy I -MS 'o'LUDED
'F AGE MU 7473 BRMRE USF
p �1t1 f i n r r�r, n[ cin n t r� This design i hosed only upon t rs shown, i for r�
� � fers and Prop ir�corpor�rti�r•r �f o,�r�p�t��nt I� r�5��n5.I�lllt'�' �� �IJII�IITI designer drvr�uO� be�rrdinq Qor-rtiporier`�t.
is for lateral s
n i'�'Uss1sirtr. Brfa�fc-r
erecfor_ dd't- m rr tihe l raJl Additional � m r r I r r� insures stc b-Fty duing CO1101`Uot-ion is the re
trr� ter is t r r s r�sab�l� 0f 1`he bu fdin designer. dor generaI gividance regarding
ily �f tl<r�
ricofior�, qr�OPfty� c0r�trodr sfogel delivery, ereotio�i and broc�,�. �c�r���rt �uSr Irl
Safety Infor_muffan avallabLe frons Truss Pbfe Jnsfifute, 583 D' InONO Dive. odison, W153,719 -
Truss
? riir rr , [ . - and 8 1] Building mea n trt
7777 Greenback L.211---
Suite
.2r�uite 10,9
Citrus H eJ!9
March a 2005
TM
I
I
6
Job I Truss Truss Type
r3112-05 HF
02 QUEENPOST
BMS WEST T (IDH FALLS), IDAHO FALLS, 1D�
LOADING (Ps
T Ll_ 35.0
TDL 7.0
BG LL 0.0
B DL 7,0
T
-8
I
9-9.8
4X4 x,1120—
F2
Qty Ply R155522
19-7-0
,fob Reference o tional____j
6.10 0s p
17 0D4 IiTek I ndu sure s, I nc. Tu hear 08 18: 57 r 1 00 ��� s
T S R a P 0 N M L
4 M[120 "
SPACING 2-0-0
plate
0-
plates Increase 1.1
Lumber increase 1.1
Rep Stress i ncr NO
i Code IRC20001ANS195
LUMBER
TOP CHORD 2 X 4 SPF 1 5OF I . E
ESOT CHORD 2 X 4 SPF 165OF 165O1.5E
OTHERS 4 SPF Stud/Std
� cs1
TC 0-10
BC 0.46
ws 0.19
(Matrix)
19-7-0
19-7-0
❑EFL
Vert(LL)
Vert(TL)
Horz(TL)
vl ATr- _S
in
nla
n!a
0.01
BRACING
TOP CHORD
BOT CHORD
WEBS
Flo 11deT1 "L;Q
- n/ 999 Il i
-
n/a 999
Weight- 1 1 1 1b
Sheathed or 6-0-D oC purlins.
Frigid ceiling directly applied or 10-0-0 oo bracing.
1 Row at mid pt F -P, E-., G-0
REACTIONS 1 b/size) A -91119 -7 -OF K=91/19-7-0. P=123/19-7-0, 192t19-7-0
4 N=197119-7-0, 197/1-7-0, L 1 G.1 i -0
Max Horz A=- 4 (io d case
load case � , =-1 7I�load case5); _-1 1 �Ioac� case 5)5 !-1 4(ioed a ),
Max U p1 i =-1 (loa i case =7 (_ =-1 load case , L=-° 14 9(10 d case
T--149(road case )M =-1 load case , - 20oad s ,
Max =219(load case 6), Q=200(load case 7), R=197(load ca
rav8Ioad case 5), -Ioa), ���' losld ��s �, -� i��d ��s� 8),.=1 8(load case 7), T-1 0(lo d case 1), ,_ o0(load Case ),
L:-- 1D(load case 1)
FORCES (1b) - Maximum) or pr ssion/Maxirnum Tensions�-�^-�I 1 �1 � r �- _-� �13/ 172, -H =-11 /109, H-11=-128/87,
T.
P �i D -B=- 13118 , B- ;-291/1 7 , _ -D=-196/15 , E=_ 1 J1 /144,
I -J=- 1 /'1 4, J- =-376/x117 f `' _-7812780 0_P=-78/2780 Iph
81278,
- 9117 ,- =-17 /17 , B -T-1561154, - =-X73/1 0P H -N=^169117 , l' -171117 ,
WEBS F -P=-20210, E- --17 r154, D -R
J -L=-1 561154
NOTES 1 Unbalanced roof lige lo�d� h�.�ro been considered for this deli t�: - E • �r��1����1: I AWFR gable end orae; antilever left and
BDL=4_ Tf° a#ego 1Ib ,
2-) Wind: ASCE 7-98; 90nnph, h=25ft; TCDLr=4.2psf11
right
posed, porch left and right exposed; Lumber DL, 1 . plate drip
1 to the face), see MiTek ''Standard Gable
) Truss designed for wi rd load s in the pla ne of the truss only. FOr stud s exposed to wind norma
End Detail"
� fir � 1 �_� f 1�o�ttorn. chord live load r�c�r�onc�,rrent with nt��`
�tr Ili los.
4) Th i tru ss has been desil� nep
All plates are 1.5x4 11.0 unless otherwise indicated,.
kale requires con inuous bottom chord bearing,
7) Gable, studs spaced at 2x0-0 Inc,
LOAD CASE(S) Standard
-7473
HIS A" MCLUD-ED AUTEKBEFERENCE PAGE MU REFORE US,
.a
-s deli. n booed on upon porarneter'� shown, ai�� is for on in�i�iJ��l B��ildin� ��,���ng shown
D esig n vclicl for u e on I.#h � ek o n ne dors. T hi .
- - proper inc.�r �r�ltio'n of c o�pon eni is resr�s��a� �f building �����r-«r - not ar�s� �� r���, br��i�
pplico k�i�_ Of design Pa r� m � n tars a n � � � .. � � t'_ � _ r ar�Ji lr�i ty �f #�
. lila
Is for l terc1 SULDP0rt Of ire Ji l� I Jnr
� rr,� r�l�ers �� i� ��#�#kms r��I t� r� �r�a ry' k�r� �i n i #� i ns �ar� sty b�1t � ��� ��r�n� r��r�l gI� t he r �I �
it;ar��l permanent bracing of th�e o�rer�11 stfi��#ui� �s �1�� r�s�p�r��at�ikli� el the buil�:ir� �I�sl�r�.�r. g
erecior. Add P ti n gridbracing, COTIsult ANSIJTP11 Qucdr fitgria, DSB, 9 and BCS11 Wilding Component
fa brica ori, q uo iit control, storage, delivery, ere
Safety Information a vaiya b1e #ro rn Truss Dial° I ns#rt ute. 583 D' On of rio Ddve, Madison. W1, 17,03719.
('35'RIP
197/144
} A
'4
K4��!a
k
epw0
.le r 1;74.3
1H
March 19,2005
F777 7 Greenb�rk Lane
suite 1 D9
Citrus Heights, CA? 956 1 C)
M"ITekw
0
0
Truss Type
03012-05 'MONO TRUSS
WC VVEST (IDAHO LLS), IDAHO FALLS, ID �302
LaGADtNG {psi
TCLL 35.0
TCL i_o
BOLL 0.10
BCDL 7.0
LUMBER
7P CHORD
BOT JVD
WEBS
-0-0
O
Qty
_I Job eferenc Cation
.1 Sep 17 2004 MiTek Industries, Inc
Ply
1-5A M 11 0
C
SP'AC'ING -0-0
Plates Increase 1.1
[-umber J n rease 1.1
Rep Stress Inch' YES
Code JRC200DIANS195
X 4 SPF 165OF 1,5E
X 4 SPF turd/til
REACTIONS((lb/size) D� /Mechanilca , B=563/0-3-8
Max HWZ
=563/0- .-
HWZ B= , load case )
MaX lJPJ rftD=- (J a d° case ), B=-2;51 load case
FORCE, (lb) - J1 a lrnurr ompr on/h/la i um Tension
TOS' H ORD -13`01318, B- =-9 /0, C -D=_324/1 1
BOT CHORE) B- D=Ojo
CSI
8-4-0
TC 0.75
BC 0.40
VVB 0.00
-1M PIfffed)
CSE FL.
in (I'o)
I/deft
L/d
Vert(LL)
-0.1.8 B -D
5()g
240
Vert(TL)
-0.27 B -D
>339
180
Horz(TL)
0. o
n/a
n/a
13IN
TOIL JVD
B T H RD
1.5x4 M 1120
R 155 522 9al
Tui Mar 08 1 8_57.02 2DO5 Page 1
Scale = 1-28-3
PLATES R I I
fIJ 0 1971144
Weight- 29 lb
Sheathed or -0-0 roc purlins, except end vertical's.
Rigid ceiling directly applied or 10 -o -O ac bracing,
ITE,
�
rightexposed ; porch left a�� right exposed; ` pCategoryI f, p enclosed; I�'+d'4�F1 � able end �I� e; a r� tifevr left
Lumber DOL -1.33 palate grip L=1.33, and
This truss has been designed for 10,0 p f bottom chord Jive load no
Refer to girder(s) for truss to trussconnections.
�i �r� r�lrr��t �rlth any �t#��r Ir�r loads,
LOAD CASE(S) Standard
,ERPF' PAG. 7411-,3 �
Design valid for use Only ttf� Welk connec-fors,. . This design is based otIIy upon }����r`r t�M� ��a � �r�� is f�� ��
pplil-ab'r11 o design aramenrers and proper int
rr,dl�i�u�� b�if���� ���I��,���,t_
r fi r� f oompori a rpt is r�spon�i biilily Of building designer -rat truss designer, n er, 8 r c its sh o
for I t r l SUPPC t 01 indlYiduaa web members only, Additional temporary �r���r�� #o insure sf�bili c�urar� cor�strr�Wn
ctor. Acid i tion a I perma nenf bra cin g of the overal l Oruc T ur is fh e res o nsibi fi til .n i the rep rq i l i flit t the
frybriccztiung quality conirof. �f�rc���: �eaa�r� � c� tf+r� buir�Ing �es finer. For general g0dance re aFr�ir�
r �rtic�n and d bre cir7g . consult A�II jTl�'C] l�cIit�+'` �e�c�� DSS - 8? and � �� 1 Building ���� ��f
cde True Plate availoble from TrPlate Instifule, 583 D' nofj � Dviver Madison, J 53719. p
ONAL E
March 9,2005
7777 'back Lane
wits Ing
Citrus Heights, C , 95610
MoTeks
TTus Truss Type
Job
03012-05 J1A MONO TRH
BIVIC WEST (IDAHO FALLS), IDAHO FALLS, ID 8340
LOADING psf)
TOLL 35.0
TDL 7-0
BOLL 0.0
E DL 7.0
LUMBER
TOP HO D
BOT CHORD
--0-0
aty.
Piy X15552291
1
j Job Reference (o till � Page �
6.100 s See 17 2004 M!Tek I n d o 8tr�ie , Inc. Tue Mar 08 18,57:03 0
5-1-11-11 -
V
SPACING -0-0 I CSI
Plates Increase 1-15 TC 0.42
Rep Stress Incr YES WB 0.00
Cede IR 0 Of 1 r (Matrix)
SPF 165OF 1.5r-
2
-11-11
CD'EFL in
0.07
-0.11
-0,00
Vert(LL)
Vert(TL)
HorzTL)
.FRAC T1 (Ib/size) �1 8/Meehan foal, =4 810- -8 � D=40/Mechanical
MaxHort B=179(load case ) =-41 load
MaxUpli =- (load case ), B=- 40(load case , D_ � �
a rav =1 8(load case 1), B= 95(1oa 1 ease 1), D=98(Ioad case )
FORCES (lb) - I a imurn Compression/Maximum Tension
TOP CHORD 0176, ,150
BOT CHORD 0/0
BRACING
TOFF CHORD
BOT CHORD
(lec) I/deft L/d PLATES GRIP
B -D >987 240 M1120 197/144
B -D >658 180
Weight 17 Ib
Sheathed ed or 5-11-11 Or, Purlins.
ig i -d ceilwn g d lreetiy a ppi ied or 10-0-0 cc b raci ng.
SITE __
�L �. sf; titer 11; Epp , enclosed- E=F�..
, ,hlf� end one; cantilever left an
�1 `indl: ASCE 7-98: 0�ph, h= ft T DL=4 p �, � p
rig ht exposed , porch left anci right exposed; Lumber DO L= 1 .33 plate grip D L-1. ) This truss has been de� ���.
i ned for 10.0 p f bottom chord fire load nonconcurren.t with ariy other live Io
Defer to girder(s) for truss to trussconnections-
LOAD CASE(S) Standard
kll
11011121mmum=
WARNiwr - Veyqfy dem parameters and
I building component.
L)eslg n va lid for u� e 0 n 1Y ViLlh WiTek con nectors. ph is � sib r� i� � asap �� �n nt i � � � ��s �i1i �T t� Citi d ire � ��i� n �r - r��t tress dee -1 g nor. Browing Shown
pplicok�ifit Of design paramcnters anproperincorporation ��t� r�I t p�ranr I�r��ri� fi� rins�r� st�bili duringons#ruatic�t� is fk�e r�spor3sik�ilTr of the
9s for lateral pr of individual rsneral
a � _ min �� t �� sera I I qtr � Stu r� is the respon�ib��lit�' of the b u�r Id ire � � ��� � ��'. ��r° �n� � �� �vii�J�compo regarding
ar. a#or. Additional perr�na Tient bra
faiatinwu
❑li control, Storage, delivery, er fian and brccir1g, tioncult ANSI/TPlI Quality rtter'�ia, D B-89
_ ���_,....--Wmamm '-4%.ff �i , 1 Ir rn Truss Plain Insfitute� . 1 ' r� ri Dry° is +1
53719,
rale = .1 -
March 9,2005
7777 reenbar-k Lane
uh-e 109
Citrus Heights: A, � 6 1 !oil
iTe
Job Truss Truss Type pl,
M 7n�;' I n
03012-05 AB Qty Pilt
F 1 5 552 292
FMC WEST 11DAHO FALLS),IDAH0 FALLS,ID
83402 A b Reference (Opti
_jl.b Re
6:100 s Sep 17 2004 lOFelk Industries, Inc- Tue Mar 08 18-,57:04 2005 Page 1
-0-0
T
I
LOADING (psi
TCLI ig n
TIL _0.
B'LL 0.0
BCD L 7,o
LUMBER
.
TOP CHORD
B T H l D
A
B PAC i N -.0-0
PI at s Increase 1.1
Lumber Increase, 1.15
Rep Stress Incr YES
Code IR0OD/I,I5
X 4
SPF
1650F
1-5E
X 4
SFJ"
1650F
1.5E
1--- 3-11-11
11�1"f
CSI
TC 0.38
BG 0.1()
0.00
(Matrix)
l DEFL irl (10C
Vert(LL) 0.0 1 B- D
Vert(TL) -0.02 B-
Hor ffl- -o,OC)
REACTIONS TIONS Ib/size) C=94/Mechanical, B=420/0-3-8, D= /Meeh a n i ..
�.I
Max Hort F3=138 (load case 5)
M@x UPJ its =- (load case ), 6=-2 18(load case 5). D=-27(loo
c )
Maxrav=4(Ind case 1), E_4 0(Ioad case 1),
D= 4 load case
FORCES (Jb) -- Maxlmum COmpression/Max-irriurn Tension
TSP CHORID . -13=0 , E3-C=-9a/3
BOT CHORD B -D_0/0
J/dofll
L/d PLATES
>999
240 M1120
9
180
n 1a
n1a
.1P
197/144
1 Weight: 12 lb
13RACIN
TOIL CHORD Sheathed or -11-11 0c purlins_
BOT CHORD Rigid ceiling directly applies{ or 10-0-.0 oc bracing,
NOTES
1 ) nd� ASCE 7-98; 9OMph, h=eft; T D L-4 _.pf; EiCDL=4-2psf, Category
II, E ,- enclosed;
� I e n ;right exposed ; porch f�f# and r��ft exposed, Lumber DL=1grip cantilever left and
.�f�t�-1..Thl true has been designedfor a 1�.� �f bottom chord r� load
rlonconurrnt with any other live load.
Refer to girder(s) for truss to true connections.
LOAD CASE(S) Standard
I
WARNMG - Verj& deSW ft Par rs a nd READ NOTES ON T
HIS AND MU UDED ESI
n va Ii for use onI With l iiTek con neciors. This desigr, is based oni upon r`�r��f�rss�� � �,� 473 BE USE.
li CJu4I i o t a Csi own, an d is for n 1 ndivicft
Para rn e n tern and proper i nc orp ra#ion of component is responsibility of b ui ld i ng d esi � n r - not
is for latera ! s u I�porf of in cii id ua t web members only. d cfwtiona I fem porQ bracrrl g fv i.nsur sfa bili d u ri n #
erector. Additional
i�p rm neat bracing Of i lle Overall structure is the responsi Dirty of the b u Nd ing designer- nerr_For� r e n er ti
focat-ron, quality control, storage-, clelivery, erection once braci.n , cons0t ANI MIS
Scifety Informaifon a+,ralab]e from Trus Plate institute, 3 D`nolfirao Drive, Mcdison. W1 7 i 9_
Ni A
ST
Scale= : 15_()
In
March ,
77 Greenback I Ano.
Job TrussI TrussT
T114ur, MONO TRUSS
BINK WEST (IDAHO FALLS)f IDAHO FALLS, ID 83402
-0-0
-- Qty 'PAY
6 I
Ri555229
I job Reference o tianl _
_10 s e 17 2004 iTek IndustrieSr Inc, Tt� Mar 08 18,57;05 00�'39
A
LOADING pf) SPACING -U-U f
T LL 35, D Plates Increase 1.1
T D L 7-0 Lumber Increase 1.15
,CLL 0.0 Rep Stress Incr YES
BCDL 7oO Code IRC20001ANS195
LUTA ER
TOP CHOP,[) 2 X 4 SPF1 OF 1_ E
BOT CHORD 2 X 4 SPF 1 5OF 1.51E
� TC, 0.34
BC 0,03
'6 0,00
(Matrix)
REACTIONS (I1�1silze)=-��'/!f� echar i til, S=36610- -B, 0=141Mec hanical
Max Hort B--100(load case
Max Upfif =-1 '(load case 1), B=- 1 (l ad case ), D=-1 (load case )
Max r v - 0cad case B= (liziad case 1), D- Goad case )
FORCES (Ib) - Ma irt-rurri ornpre sion/Maxim um Tension
`SOP CHORD A-B=OY7 , B- =-83/1
BOT CHORD B -D=0 /0
I]EFL
Vert(LL)
Vert(TL)
H❑rz(iL)
in
(l oc)
I ld of I
L/d � PLATES
-0.00
B
>999
240 M 1120
-0.00
B -D
>999
180
Weight: 7 lb
BRACING
TOP CHORD
5T CHORD
GIMP
197/144
Sheathed or 1-11-11 oc purlins.
R 1gid ce 11 in g directi Y appli d or 10-0-0 oc bracling.
N 0 T
=4. f: Category 11, Exp , enclosed, F1 gable end zone- cantilever left n
TCDD.=4. fDL
1) Wind: A + E 7--98; 0mp� t; R
ht ex used , orch let and right exposed, Lumber DOL -1.33 plate grip COOL=_
1. .
rigp �
designed for a 10,0 p f bottom chord lire load non co current with ars other live [Cads.
� This tri his been d .
Refer to girder(s) for truss to true connections,
LOAD CASE(S) Standard
0
_m.
-317+ 3 73 BEFOREi
�� r_Et
AUTF
- Vel de -sign parameters a* READ N07 -ES ON i
arw is far a i i 3i i val +if ding cor poneni.
Tali for m nth iTek conrn ctc�rs. This design is � � u c n arar t r sh .
Design ,r i r~c ae gra t i c amrn t i s r ea ni In i I.if of bi1irg dpi r� - not tr+sss i r�,r.rin shown
App,i cibil f de ign paramenters and proper � � � �rE!�g � rte ru tion is the respon�i�illit of the
,� ri of ir�div�i.duai web members on Ed iific��al fem Ora bracing to unsure stabili
is far lateral p h overall structure i the r s ar'� i �iit f tl it �n� designer. For gen guidancie r ar ir`�
r c '. , J,d iTi a L permanent r ci of # erection and bracing, c an s O ANS11rPI1 {duality rUeri ar DFS- 8 9 and B S11 $�uWin g o�P �ri�nt
fabrication, q.jolity control, storage,
delivery,
olet .
t nfc�rrn ��l�n ��i�a � I� from Tri P1ate I ns#it vie, 8D'Ori ofrio Drive, adisc� n.1�f i 53719.
Scale = 1: 10
March 9,2005
7777 Greenback Lane ■
suite 109
Citrus H;ei.ghts. CA, 9561 ONMI
MITek"
M