HomeMy WebLinkAboutTRUSS SPECS (1) - 07-00529 - 615 Canyon Springs Dr - New SFR.10 �-' 4
MOIT�ek"'
P4WYY`9R r+Q
Re: 5 840
JEREMY VALENTINE
MiTek Industries, Inc.
7777 Greenback Lane
Suite 109
Citrus Heigh, CA, 95510
Telephone 9161676-1900
Fax 9161676-1909
The truss draining(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by SummitTruss.
Pages or sheets covered by thus
seal:
R27302109
Yhru R27302135
My license renewal date for the
state
of Idabo is
August 31, 2009.
QQpFQ�G\STE
H
V
1
i
� November 29,20(37
Tingey, Palmer
The seal on theme drawings indicate acceptance of professional engineeriug responsibility solely for the
txuss components shown The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSU'I7FI-2002 Chapter 2.
ob T
Tru Thr
� csr
1�4
JEREMY VALENTINE,
i
Lumber Increase
1.15
BC D.35
202109
5840 1A
comli:2
Code IF2C2003lfP12002
1
4-6
>999
180
Hor (TL)
b Reference opbn 1
1
1.0
E-1 4
5x6 ._.-
3
6.3W,s Jul 11 Z= PATek Indu sbla~s, In c. Wed Nov 2814:35:1.1 200' Page i
6-3-14
1-6-0
scale =125.6
Plate Offsets r Y)- [2:X3 -10,&2-01J4973-10,0-2-0]
LOADING (W
T LL 35.0
TDL ,
BOLL 0.0
LUMBER
TOP CHORD
BOT CHORD
VW1
REACTIONS
6-3-14
SPACING
2-M
� csr
Piates Increase
1.15
TC x.49
Lumber Increase
1.15
BC D.35
Rep Stress Incr
YES
WS Q.[}9
Code IF2C2003lfP12002
(Matrix)
SPF No,2
SPF No.
HF Stud
l e) =7 0 -5-8,. 4_776 -5-8
Max H r. (l case )
Max PI irf - 0ld , 4=-i od case
FOSS (lb) -Maximum
um mpr i r a i ISI a rn Tensiw
TOP C 1 D 1-2--0159,2-3=-868/136,3.4=4368/136p4-5=0/59
MOTES
e-3-14
DEF-
ire
(I
Udfl
Lid
PLAN
Vert(LL)
-0.05
4-6
>W9
360
l T 0
Vert(TL)
-
4-6
>999
180
Hor (TL)
&02
4
r
I !/
ind(L L)
OD2
2-6
>999
240
Weight: 38 Ib
GFUP
90 -!:'AE
Structural sheathing direly applied or puffins.
RWid ceiling d -1 recby appii or 10-0-0 oc bracing.
1 Unbalanced roof live loads have been considered for this de n.
WASCE 7-02; 0 ph; by ft; T DL= . f . =4. f- Cat 11; Exp Q n l ; WAFRSgable end . orae; cantilever left and
right expos end vertical left and dght exp; Lumber =1.33 ply grip DOL=1.33.
Th i s tru ss h as bee n deli g ned for a 10.0 psf bottom cho rd Live non ooncurrent vAt h any other I irve loads.
This truss requires plate inspecbon per the Tooth Count Method when this truss is chosen for quality ur .nGe -inspection,
This truss is designed in accordance wfth the 2W3 International R i a1 Dade moons R502.1 1 - *1 and 8002.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
WAG - Verffq deAgn amd ARAD AM ZhPCZZVJM ZaTSK, 1WFZ0UrJ(=P -$73 LUMORK IV=
Design void for use CnY Wth Wek . Ths d� n is bad onlY ur)0n oaron-pet . and -is Fir on indhAdual brik-ji c°onocw-v_-n#_
A P PM CO bi h ty or a a5l g n pa Tir-enters and proper irr-orpcwc ti on of component i s r
pordbi Ity of building do - not truss dir. Bra dng w-)
is for Intc-ra I s:u p p rf of irddwidvoq wpb memb-�m or*. A ddi faro I t wary bra c-4ing to lnsurc sto bi Ity d uric t on Is fi rePOFLJ bilkof tri
ar. tcr. .Aldificr-ral perrnarpt brodrvg of fhe overall structure is the r port§bikfy of the bu ding desigref- for graI guidance, r ar(Jirig
f+3bata�t`[ qL��_ ity t trol, str�ra e� d Iyer � of tion sand lora '- c vR AN I � rl�er , DSO -89 �1 k
Ir o o n �vailob� frc>r n fire Ho t O t t t t,593 [YC MMO Drive, Ma di r W 1 719.
rV,
1
O
9 qTF OF \�P��G�
G
g SAN
November 29,2007
MOiekk4'
Greenback Lane, Suite 1
Cikus Heiahts. CSA, 956 10
9Q0b Truss Truss Type
i15840
A GABLE
Su mrn it TN ss, St Anftmy. ID
R. -
I
6-3-14
4x4
4
PIS+ I JER ALErvTINE
fob Reference 'onai
6.3DO s Jul 11 2OW Welt lndu es, Inc_ VV6d Nov 28 14.35:1
8273021 1 0
Page 1
63-14 1-6-0
Scale = 1-25A
LOADING
TL
_
-+L
TDL
8,0
BL
0.0
DL
8.0
CAMBER
TOS' CHORD
BOT CHORD
OTHERS
SPACM
Plates r
Lumber Increase 1-15
Rep Stress Incr NO
Gode IRC2003fTP12002
F 1o.
H—F Stud
2-7-12
CSf
DEFT.
TC 029
Vert(LL)
BC 0..13
Vert(TL)
W6 0.47
Horz(Tt)
F
M
(l
daft
Lid
--0.00
7
r
180
.
-7
n1r
go
0.00
6
r
a
PLAN
TO
Weight. 43 lb
F'UP
1851144
Structural wood sheathing directly applied or 6-0oc ,purlins.
Rigid Ming dirty allied or 6-0-0 oc bracing.
ACTIONS alb/see) 2=347/12-7-1Z 6--347/12-7,12, 9=40112J -12P 1041311 -7-° 1 , 8--413112-7-12
Max Harz 7(lad case
Max UpIi = • (load case 5), -140(load case , 10=-1 load case ), =-1 foal case
Marc ra - 7(load case 1), 34 l d case 1), 9=70(1oad case , 1 z-41 (load case 1), 413(load case 1
FORCES
F
BOTCHORD
4-9----64/4. i0
NOTES
1) Ian ba late roof I ive toads have been cznsidered for th is desig n.
nd. ASCE 7.02, 90mphl h�- ft, T L= .8psf, BCL--rn . Bpsf,, Category 11, Exp C enclosed, MWFRS gableend zone; cantilever left and
ng art ex posed a rid vertical left and right exp, Lu m k r DOL=1.33 p late g d p DOL --1.33.
Truss designed for Wind loads in the :plane of the truss only. For stuff exposed to Wind (normad tD the face), see Standard Industry bl
End Details as appNcaUe, or oonsult qual ifil d building designer as W ANSI/TPI 1- .
T his truss has been desigred for a 10, 0 psf bottom ch or+d Iiry d no nconcure h a ny other I ive loads,
T -Is amiss requires plate pecton per to Tooth Count Method when this truss is chosen for quaIity curar we inspection_
Gable requires continuous bottom choLrd beadng,
7 Gable studs spate at -0 .
8 Th is truss i s damned i n accorda nce wfth the 20031 me mat nal Reside ritial die dolts R502. 11.1 and R802.1 2 a nd r r r
standard ANSI/TPI 1
LOAD CAStandard
KAWMW,- - Vm-Colf 4vagnj34w=w-&'www9%FTwI wtd MUD NOTES Wf TMN APM rNCUWjW AffT= j;WpMWNCX pA a& =_ .74 73 BMUW &W.
Oesig n va 11 d for u se onty Wth ktfrek c;orrject+ . Thi s d esign a s bad c6y upco pa ran -et 4xw-en, and is for Cn hdivid uo I %" Idar c rn- t_
ppicabi1ity of design peron-entefs and proper iir
l
trs d t r. Br
is act'cI sup �t ��r�id��C���� temporary brGcj lma fi dun. �ruti is the responsibility
ofthe
q t r. Additional �r nt bracingof iv If t rs the rpr��I� ��tt��Ifd+te d�gr��_ F rrl guidancergfdIn
fobdcxDficn, qualty oontrol, r.Storage, dei very'r er tion am I rauir , cruIt ,A►�1SfMi1 � il'D l DSI -89 J L 1 Bre Comte
Information oval lab from Truss Pkat 1nsfiWtea, 5B3 I"Onofric Nve, Madison, W1 5371,9-
9
November 29,2007
-T
Pff0tirrTo PERFO tP
1177 r nts xck Lane. Suke 1 DQ
&us Heigt t . CA, 95610
�:� 7 rust Truce T p -PlyJ Ery � A LINE
R273021112
BI COMMON
J�� ����r�n� -�rl�l
... _ ..
Sum mit T F 1 rti#F y, ire 6. s Jul 11 2M6 NITAIn , Int- YVed Nov814:35:14 2007 Page 1
!=3
4-310 3-9-2 5-4-6 3-9-2 4-3-10
Scale = 1 __9
4 _
4
4X4 — 13 12 11 10 9 a U4
2X4 11 1OX110 — 4X6 = 4x8 — 3A 2x4 i I
N 4-3-1 a ��.... _ r 12--54--1 _ �_ 1 -0 Z2 -10 1
4-3-10 39-2 �_- 4--4-8 1 6-3-8 3-9-2 4-3-10
LOAMNG p SPACING 1 DEFL I n I) Vdefl Lid PLATES GRIP
TOLL 35.O Plate Increase 1.15 TC 0.43 Vert(LL) --0.05 1.0-12 >999 360 MT20 1.851144
TCDL 8.0 Lumber Increase 1.1 0-53 Vert(TL) -0.0810-12 >999 180
BCLL Q'0 Rep Stress Incr NO VV3 0,78 Hort(TL) 0.02 10 n1a r a
BCDL 8.0 Code 11 C00YTP1 (matte) Wnd( .) 0.03 10-12 >999 240 Might: 262 Ib
LUMBEFt ACING
TOP CHORD 2 X 4 SF No -2 TOIL CHORD Structural wood sheathing diredly applied or 6-M oc puriin .
BOT CHORD 2 X 6 SPF No.2 BOT CHOP Frigid ceiling directly applied or 6-0-0 oc brae in .
WEBS 2 X 4 FBF Stud *Expt'
3-12 2 X 6 SPF N o. F 5-9 2 X 6 SPF No.
Max Bio rz 1 =88(foad case 4)
Max Upliftl=- I md case ), 7=- l d case , 1 1344(1 oad case )
MaxGray 1-1 1 (b d case a 7=129(1 d case 10), 1 0=6479(l oad case 1
FORCES (1b) - Maximum Compression/Maximum, Tension
T P H OR 1- =- 6641 , - > 45 , --4_-27 511 � 4-5= 20311372, 5-6=-201 /1 , -7 --17
BOT CHORD 1-13=499/2292.12-13=41M292, 11-12---425/2139, 10-11 =A1 n, -1 0=-9W260, 8-9--7381166, 7-6---7381166
WEBS 2-13=- 118/102, 1 =-1 96M! 3-12=-919/4303. 3-1 0=-453W 076) 4-1 -1768/355-10=-59&195 , 6-9--537/169
TE
1) 2 -Pty truss to be n n ected together wffh 1 Od 0- 13 V't n ai Is as full .
Top chordsconnected fel IM& 2 X 4 - 1 row at 0-9-0 oc.
Bottom chordsnnect fallom: 2 X 6 - 2 rows at 0-2--0 oc.
Webs connected as foIIows9 2 X 4 - 1 rew at 0-9- - 2 rows at 0-9-o oc.
fI loads are considered equally applied to all plies, exert ff noted as i:r t (F) or back (13) face In the LOAD CASE(S) section. Ply to ply
connectons have been provided to d i t Bute only loads noted 13, ung otherwise indicated.
Unbalanced ref line loads have been idered for this design_
4) end ASCE 7--02: mph; he ft; T L=4- 8psf, B L , "f; Categ ory 11; Exp; endos d; bible end zona; cantilever left and
dg ht ex p i ; end vertcal left and right exp; Lurn be r DCL=1. plate grip DOL -1 23.
This truss has been designed for a 1 O� 0 psf bottomchord IIS 10d nonurrerit with any other live ld_
This truss requires plate ins; tron �
r the Tooth Count Methcxi when this truss is chosen for quaft assurance i npo nrtruss is designed
in accordan with the 2003 1 ntern at fional Residental Code moons -11.1 and R802 _1 O. 2 and referenced
standard NST 11.
Girder- camies e -in pari(s)= 2-0-0 from 8-0-12 to 12-5-4
9) Ha nge
- -
Hange ) or mer connecuon d ri ) shall be p rcm cea sufficient to +-p rt con ntraW load (s) 2941 lb down and 647 Ib up at 8-x-1
on boom ord. The d i n�1e n of such connection device(s) is the pons] b i l its of I m_
LOAD CASEM Standard
OF
Continued on page 2 S.
WARMWG - -_
OJV
AMZV�.jff= PAG&"=4'13WUW.
De—sign W3fid fOr Q Se Cnty with # iTek t, . Itis design i5 blas d oNy upOn parQ rr-K, tiatS orad is for an Iryiwidvai bu idir rnpcc�sn1r.
Ap pico bi r ty of d ramenters armro ire
� 'at%an or cpcwjent is rip b hty of bvlid d - not 1r � d+rrr. Bracing shovm
is fcx laterals port f n idualweb �b Addata lteat
� �f the � �fl ���t�.�r �:� t �a�-moi t� �. to ��re st��l1du� Jiar� is # ri�bilii' of the
er t _ Addiii ] ref brace igner. For r ah ui.dar ra ardi
p �� the ��a ��.
fab oa tior% p va lity control. storage, deivery, ereCton and bracing, amu li ANSI/Ml GKx*y Crilihmic, [ 8_a9 and WS1111
Safety Infairmoffon a ilabk,- frame Truss Plate Ir Atute, 553 UOr)ofno Grover Madison, Wl 5371 -
November 29,2007
RD * ru f
7777'Greenback Lane, SWle 109
Citrus H.eighks, CA, 95610
Job
urr mO Truss, St AnUiony, I D
russ ITru Type
LOAD CASE(S) Standard
1) Regular: Lumber fncrease=1.15, Plats tncrease= 1.15
Uniform Loads
Vert._ 1-4=-W, 4-7=-W3 1-1 -'1 , 1 -1 :=- (F --- 10)r 7-10=-1
Concentrated Loads Ob)
Vert. 12=-2941
Ply I JERK VALENTINE
2 ,lob Reference_optional)
6.300 s ,tut 11 206 U rek Indusbies, Inc. Wei Nov 2-1 r
EK RffrZRKNM PAGS AM -7
Design va Id for u5e ordy wire MM�k ccrvecfor-s_ Tris design is bases upon paraAers shcmn,. sand is fbr cn indiAdud bLilil o per r,t_
of 1�qn - .rrtjerrur,t Qr proper €nC]warn Qr c pmt is res er it of build r d signer - not truss dagr r_ Brocing shown
. Ai t"
is +�C�rra I support cif i ��w i�d u� i b rnr I t��mporc:iry bracing to -Fns�e s#a bild v" cx>nstrucfit i
s the respon-s4bifity ofthee
erector- Addifionol 11r rare
1 acs toverall structw is r fi of f builds d r` r. for aI ui
rg
br oaf ice, } fi t oaf . d rr r t'r n � vit ANS ST � c fro
lrftnTmMn a rilabL- from Tri F bfe lristitvfe, 553 D' filo Eviv r Madison., 1 J 53719,
Mire
FO Wr-O "& AWMOVO4-W.'
R27302112
1.4 2OD7 Page
M Greenback Larne, Sdte 109
rus Heights, CA, 96610
lJo bM Truce T
�5&40 C1 MONO `I -US
Summit Truss, St Anftny, ID
Job Ref ren(opt
6.30C s Jut 11
1
2-1-7
--1-1.0
)nal)
IndusHes, Inc.
51-6
R,27302114
I Nov28 1 4.35.1 Rag e 1
US � I State = 1:252
5
_rfflL_r f 2x4 11 3x6 --
6-1-10
R late CATse- -2-0
LOADING
(p4)
(loc)
SPACING
Lid
T LL
35.0
8
Plates Increase
1.1
T DL
8-0
7-8
Lumber Increase
1,15
LL
0.0
7
Fp Strew lrr
NO
ADL
8.0
8
Code IRC2003fTP12002
LUMBER
TOP CHORD 2 X 4 SPF No -2
BOT CHORD 2 X 4 SPF No.2
SBS 2 X 4 SPF Stud kept*
-7 2 X 4 SPFIdo,
REACTIONS (I bye) =7 - - , 7 =1048 -548
Max Hort 2=277(load case 4
Max U p I ifU =-201 (load case ), 7=-299(i cad case
.FORCES 1b) r Maximum COrrlpression imum Tension
T PCHD 1-2--015912-3---1141/1159 3-4=-237/61; 4 -5 --AW, W, -7=-j*
BOT CHORD2-8=-237/1029P 7--&---237/1029, 6-7=
V�EBS 3-8/2451 3-7--10271272
FL
in
(loc)
Vdefl
Lid
rt(LL)
-0.03
8
>999
360
rt TQ
-0,06
7-8
>90G9
180
H or (TL)
0,02
7
n/a
a
Wind(LL
0-0
8
>999
240
PLATES
MT20
Weigert: 41 Ih
FIS"
197/144
ENRACING
TOPORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 1 oc br dng.
NOTES
1) Wnd. ASCE .02, mph; h= ft€ TCDL- .
B .. f,' Category 1P p enf�l rzone',
cantilever left andrht 'end vertleft right exposed; Lumber
DOL=1-33 plate grip DL=1 _ .
This truss is rici designed to support a ceflingand is not intended for use where aesthetics are a consideration -
3)
This true has been designed for a 1 o.o p t ttc m chord live load non ooncurr t with any other hve Io d .
This truss requires plate ikon per the Tooth Count Method when this truss Is -chosen for l asura.noe in
T i trussi do ign in a d with the � 1nt mation I Re idential �e o� �' � ���_
t and ANSI P 1 1.
� 0. 11, °f a nd F�. 10- an d referenced
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front ( or back (13
LOADr CAISE( Standard
1) Regular: L u mbe r In r =*1. 151 Flute I ncrease= 1.1
Uniform Loads
It: 1-2�-86
Trapezoidal Ld
'pert _ (F . =8)-t (F—j 5, 2=-W=41. X41) -to -4--_-236(F==-75. B--75), 4=-166(F=-75,--7
AAMrV"ft dexl�of AMD
Design valci fOr u Only Wth MTek �f.1hs design i& busad cy u� rr�rrr�t s#, � i� fox an �rx�i�rid�.r�l � �
I�' UaRy of d cin parcin r)j arvd pr�pit irk p f.
1 f C POnent MS red , fr S d [gn er. �cishavm
is �' 10t$r0l Supp i' of ind aiducii web i Yl�'rnb,- s cf*, A.d ti "a r t `f T o a d b it y d I ,
lity of the
#ice. G t control, of O ri f1-si cf x as ft resp bi i tyr of the b u i kI d psi ra For gra I Uid ar regain r
cor
S� 1 n� �avajFcile from Truss P r ef I fit t � � o e,0 n� W71' aF DBI
;-.dww
November 29, 2 007
Greenback Larie, Suite log
Mus H OUN!s, CA, 9W10
!0b Truss
X840 GlA
Summit Truss., St Anthony, ID
Truss Tarp
JACK
Ply I JER EMY VA L ENTINE
Jab Refe
-300 s Elul 11
WTek lndues, Inc,
1-6-0 5-11-12 1
1
LOADING (psf)
s-PAcrNc
z-cw
cs1
nEFL
in
(IaC)
Ildefl
Va
TCLt 35.0
Plates Increase
1_15
TC 0.59
Vert(LL)
-0_06
2-4
X999
350
TCL 8.0
Lumber Increase
1.15
BC 0.32
Vett(TL}
-0_14
2-4
>4.94
180
SCLC. 0.0
Rep Suess Irer
YES
WB 0,00
Horz(TL)
-0.00
3
nla
Na
BGENL 8.0
Code IRC2003lTP12002
(Matrix)
Wind(LL)
0,00
2
240
LUMBER Bf IN
TOP CHORD 2 X 4 SPF NO,2 TOP CHORD
BOT CHORD 2 X 4 SPP No,2 BOT CHORD
REACTIONS (Ibleue) 3=212/Mechanical, ' -moi /M Ian I
M ax Hofz 2= f led case
Max UpIz—, 1 03(Id case ), =-1 34lld case
Max ra = 1 (load case 1), 2=462(lcase 1)t 4=10 d case
FORCES (lb) - Maximum Gornpr ion/Maximum Tension
TOP C1OR D 1-=0/59, 2-3=- 1 23f7 7
BOT CHORD -4=0
R27302115
Wed Nov 28 14:3 5:16 2007 Jia g e l
PLAN GRIP
TO 197/144
Weight- 17 lb
Structural wood sheathing directly applied or 5-11-12 oc purlins -
Rig id ceiling d1r t -y app lied or 10 bracing -
NOTE
1 Wnd : ASCE 7-02; 90mph - h= ft' T L= - p f, COL . Bpsf, Gategory I l; Exp 7 enclosed, � gable end zone; n l r .lett and
right exposed end verticil left and right exp; Lumber �l.33 platy grip DOL.=1.33.
This toss has been designed for a 1 .0 psf bottom chord I Ne load non o nourrent wit h any mer live loads.
T h -i's truss requires plate i nspection per the Tooth Count M ethoden this tru ss i hos�m for quality assumance i nspecfi on.
Defer to gird r( for truss mss connections,
This truss is designed in accordanoe with the 2003 Irdernational Residenfial Code seUuns X2.11.1 and R802,10-2 nd referenced
standard ANSVTPI 1.
LOAD CASE(S) Stan td
WAG -
r MMKAZFMWXM PAC' X74773 FORK
Dei' -t void d r I T l eft. Wit . T N s design is based upen ma te's (]nd is r on �r_dj\ d LJCi 1 bt i JCJf r�pCr r,t.
A for Ieral �l o proper ir� odic I temporary o tion of t 12 reser tai ii of builds d g r- not trvs s d i gam. o ming Q
u�pp t of r x�iv'ridvoi web � I p orar a dng to JnsLXe StO LA [Ty d UIN oons true~ is the reSponsi billity of
' tor_ A ddificnal permanent bra cing of t1 overo IJ s r t�lr as t r p or' i li ty �f I I-,� I ul kiing d ed9 --r•- for general g �idar r ord i ng
fQ i ti ,4 qV(3VY ccntrd, skxago, del rR fi and brocir , c v �A1� 1I � > r B-89 S11 � Came
a # ��n ovailab rr'or`a'rTruss P �� Imfilute, �`�frio a.1 dj . wf . 1 _
Scale = I.- 18.8
N� p
A "9T P� '�
F0FCI�O S.
November 29, 2007
7777 Grc�rn back Lane, 5uitc I Gig
Citrus Heightsr , 95610 ..
• �dob jTn.jss ITruss TYPE ���Y
rmrnit "'hues. St Ar thon y. ID
Ia JACK !4
0
1
a�
Fly ] JEREMY NADINE
Job Reference
6_300 s Jul112006
ina4
Indusii e r hC,
1--0 '
L
827302 1 1
Wed Nov 814:351 ' 2007 Page 1
CWe=1.14.0
LUMBER
TOP CHORD 2 X 4 SPP No_
BOT CHORD 2 X 4 SPF Stuff
REACTIONS (Ib/size) 3--1112/Mechanical, = -5�8, 4=29/MechanJeal
Max Horz 2=1 230oad case )
pl ifr3=- foad -case ), =, 131 (load e )
Max rav 3=11 (I oad case 1), 2=375(i ocase 1), =66(Ioad case )
FORCES 1b) - M a im um Compression/Maximum Tension
TOP CHORD 1-2=0/59, - -ID 1
BT CHORD
NOTES
e�:
StwcturaI wood sheathIngdimly applied ar 3.1- 11- 12 oc purlins.
Rigid i ling dimly applied o r 0 h rani n.
1 rid: ASCE --D ; rnph; h= ftp TCCL=4." , CDL . Spsf, Category I I h Exp � r� l� j 1WFgable end zone; til r left and
right exposed end vertical left and right exp; Lumber DOL=1.33 platy grip L=1.33.
T h is truce has bee n design for a 10-0 psf boftom & ord Imre load noncencurrent Mth any other Imre loads.
This truss requires plate inspection r the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Refer to gi rd( fo r truss to ftuss cc n reins
Th -is truss is designed in acccrda rice with the 2W3 1 ntemat-On l i nbalCode sect on s R502. 11 . 1 a n
d R80_ 10.2 end reterned
standard ANSVTPI 1.
LOAD CASE(S) &indai
V"" ft" a" JUKOW NOTES 01V = OM TNCjMgD IjM.V REFERERM PA GO AM 7473 BEFORE USE.
Delmign vaId for use ply VVI-th Wel< CCCtors. Ths desi n1s bad ody upcn par arte's sewn, and is for on indlvid-vel bquikfing cormccent,
Ain r+rr�.r,#r-rr* irrl7i�k e:
f rrr
Calci of ponenrt i or bui k1lr d rrgr r - not tr s designer, &a cin
is for ac tercel Support of i rid i mid va I +gib rnf,-MberS Only. Ad di tiona I tempore ry brodng to E ure sto bitty d u6ng CGrYstruction Is. the responsi bi 11ty of the
i .
Ftpt€CI t f�, d'�, perr%�nent bradng of the illi rr i r err Ii�if f I ba�i i fir, r l quid a regarding
and bracing, � I# AN33i �' * 1 9 8 j
Ira�k��n ova-plab fry Truss P fe Jnsfifu te, 5B3 EYOncf o e ve, Ma 0i son, X4' 15371 ?.
122
O
'oe
November 29,2007
7777 Greenback Lane, Suite 1 E)
Citrus Heights. CA, 96610
1
DEFL
i
I
11d fl
Lid PLATO GRIP
LOACXNO (psl)
SPACING
TOLL 35,0
Plates I n eas
1.15
TC 0,33
rt(LL.)
-0.01
--4
>999
360 MT20 197/144
T _0
Lune Increase
1,15
BC O.24
Vert(TL)
403
24
>999
180
BOLL 0,0
Rep mess I n r
YES
we 0.00
Hor (TL)-
x.00
3
r a
n1a
13CDL 8.0
e I0P i
i�
,
4 We: 1 2 1b
LUMBER
TOP CHORD 2 X 4 SPP No_
BOT CHORD 2 X 4 SPF Stuff
REACTIONS (Ib/size) 3--1112/Mechanical, = -5�8, 4=29/MechanJeal
Max Horz 2=1 230oad case )
pl ifr3=- foad -case ), =, 131 (load e )
Max rav 3=11 (I oad case 1), 2=375(i ocase 1), =66(Ioad case )
FORCES 1b) - M a im um Compression/Maximum Tension
TOP CHORD 1-2=0/59, - -ID 1
BT CHORD
NOTES
e�:
StwcturaI wood sheathIngdimly applied ar 3.1- 11- 12 oc purlins.
Rigid i ling dimly applied o r 0 h rani n.
1 rid: ASCE --D ; rnph; h= ftp TCCL=4." , CDL . Spsf, Category I I h Exp � r� l� j 1WFgable end zone; til r left and
right exposed end vertical left and right exp; Lumber DOL=1.33 platy grip L=1.33.
T h is truce has bee n design for a 10-0 psf boftom & ord Imre load noncencurrent Mth any other Imre loads.
This truss requires plate inspection r the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Refer to gi rd( fo r truss to ftuss cc n reins
Th -is truss is designed in acccrda rice with the 2W3 1 ntemat-On l i nbalCode sect on s R502. 11 . 1 a n
d R80_ 10.2 end reterned
standard ANSVTPI 1.
LOAD CASE(S) &indai
V"" ft" a" JUKOW NOTES 01V = OM TNCjMgD IjM.V REFERERM PA GO AM 7473 BEFORE USE.
Delmign vaId for use ply VVI-th Wel< CCCtors. Ths desi n1s bad ody upcn par arte's sewn, and is for on indlvid-vel bquikfing cormccent,
Ain r+rr�.r,#r-rr* irrl7i�k e:
f rrr
Calci of ponenrt i or bui k1lr d rrgr r - not tr s designer, &a cin
is for ac tercel Support of i rid i mid va I +gib rnf,-MberS Only. Ad di tiona I tempore ry brodng to E ure sto bitty d u6ng CGrYstruction Is. the responsi bi 11ty of the
i .
Ftpt€CI t f�, d'�, perr%�nent bradng of the illi rr i r err Ii�if f I ba�i i fir, r l quid a regarding
and bracing, � I# AN33i �' * 1 9 8 j
Ira�k��n ova-plab fry Truss P fe Jnsfifu te, 5B3 EYOncf o e ve, Ma 0i son, X4' 15371 ?.
122
O
'oe
November 29,2007
7777 Greenback Lane, Suite 1 E)
Citrus Heights. CA, 96610
'Job
Truss
Truss Type
Qty
Ply
JERE ' VALB4TINE
(loc)
cic
JACK
4
7CLL 35.0
Plates Increase
.
TC 0.26
Vert(LL)
-0.00
— _.�
,dab Reference (e ion l) _
v. _ s _ _ �. as a. s is • • • a + • • a • • a • :aaa � a r• r � f vo•#uJti �' PRS - y
mmit Truss, St Amy, ID 0.0v Vrt:U NQV410 1 11 4Uur C -11W W- 9
1
1-6-0 1-11-1
LOADING (psf)
SPACING
2-M
CS1
QEF1
irs
(loc)
I!c#efl
LId
PLATS GRIP
7CLL 35.0
Plates Increase
1.15
TC 0.26
Vert(LL)
-0.00
2
x&99
360
MT20 197I144
TCDL 8.0
Lurraber Increase
1.15
BC 0.06
Vert(TL}
-0.00.
2-4
X999
18{}
BCl.L Q.Q
Rep Suess {ncr
YES
WB 0.04
Horz(TL)
-0.04
3
nIa
Na
BCL S_Q
Code IRC2003fTPf2002
(Mafiac)
Wind(LLj
0.00
2
240
� Weigh#:l lb
LUMBER
TOP CHORD 2 X 4 SPF No.
BOT CHORD 2 X 4 SPF Stud
NS Obltize) 2=294)0-5-8, =15 le ani , 3=22IMechanical
Max H=2=850oad case
Max Alit -=--1 0(load case , l 4(load case
Max Gr� (l d case , 4=35(�oadrase ), =-, 1 ad case 1
FOSS 1b - Maximum Compression/Maximum Compression/MaximumTension
TOP CHORD 1-2=0)58, -3---66/5
BRACING
TOP CHORD ShlicturaI wocxJ sheathin directly appli ed or 1- 11 - 12 M purlins.
B -T II I D Rigid ceiling directly applied10-0.0 oc bracing,
MOTES
1 Wnd. ASCE 7-02, 90mph, hi ft, TCCL . fy 8CDL . p f, Category 11, Epi Qenclosed; NIVFRS gable end one; cantlever left and
rig l it ex posed ; -end vertical left and right expose; Lum be r DOL=1. plate rip DOS=1. 33,
Th is tru ss has been designed for a 10- 0 p f bodom chord I irve load noncon curr it vAth a ray other five Ioad .
This truss requires plate it -potion per the Tooth Count Method when this truss is chosen for quality assurance in pedi rl_
4) Refer to gi rdr( for truss to truss connecficns.
This truss is designed in accordanoe wdhthe 2003 latemational Residential Coda moons R502-1 1.1 and R802.10,2 and refererred
t l la rd ANS l TPI I_
Iwe=
WARMINIn y trarEf
y design parummutam awLd RXAD NCqW ON. IMS AUM DICZAMED Aff rF.K RE72MEMW PACM473 BEFORE USE.
Tom Tis design i5 Oaf orty upon paramreT'59-cNvr), and is r0r ars hdividual Wkiiing component.
p picobi ity of id ;i r) pUrramant and pro -per inccqa tion of romponent is res ps tt ity of b"vj U ing designer - not truss desilgrKT.ftocfr)g Tem
is FOr 10t 'jai su ppal of i ndj OdU0I wob mben onty. Add-itipl temporary bracing to it e stopity d vriN ccr6trucfiianis 1 resP<X1SjbjI* of the
erector. Additional pemn�nent brad of t C vera IG struchxe is the r par" 6INity of t. building designer- Fcw gene -roll guid car regarding
Fa cation, Quality =trot, storage, deivery, erect« and bradng, consult AliSISIa Coaft Cftft OS949 aM IC311 kodkV comms
3de4ly1rdbintal n ovai1ccb from Truss Note Irrctit ute, 5B3 C' o Ulve, Mad -15m W1Mad-15 ,Y1 '.
cate :* 1,,9.4
November 29,2007
P WON
7777 Greenback @anei smote 109
Citrus HeiaW CA. 95610
fob trn�ss
�
muss rye
c�h+
Ply
.tEa�+nrVAL�rrIro�
(I
I deft
LJd
TOLL 35.o
PlEdes Ing
R2T3172118
384Ci
D
QUEENPOST
1
a
360
T EDL 8.0
- -.----
- -. ------__.-.----
BC 0,54
rt(TL)
Joh Reference fo =anal
Summit Truss, St Andmy, ID
0 -300 s Jul 11 20M WeRIndusties, Inc. Wed Nov 28 143518 2007 1a!ge 1
1 -`!
1-6- 4-9-4 4-2-12 4-2-1 4-x-4 r
Scale = 1:34.3
U6
4
5y's_—
rs l
.�
LOADING (lam
SPACING
2-M
CS1
DEFL
in
(I
I deft
LJd
TOLL 35.o
PlEdes Ing
1.1
TC 0.33
rt(LL)
-0.11
"
>999
360
T EDL 8.0
Lum-ber Ind
1-15
BC 0,54
rt(TL)
-0.26
"
>820
180
BOLL. 0.0
Rep Stress Incr
YES
WB 0-22
Hort(TL)
0.04
6
n
n1
CDL 8.0
Code I RC2 D03ITP 12002
(MatTix)
' n d (LL)
0.03
6-8
>999240
LUMBER BRACANG
TOP CHORD 2 X 4 SPF No.2 TOIL CHORD
BOT CHORD 2 X 4 SPI` No.2 BOT L
WEBS 2 X 4 SPF Stud
REACTIONS (i h iz) 2-: 104 - -0, 1049 - -
Max Upl � 53(l d case ), -253(1 d case 0)
FORCES (t b) - Maximum Compression/Maximum Tension
TOS" CHORD 1-2--0)59j2-3---1469f263. 5-6-14691264;6-7-0/59
BT CHORD 2-8--208112220 6-8----142J1222
SBS -=4--41 11 "', 4 = -39 7, 5-8---412/177
PLATES
MT20
Wight: 63 IIS
1971144
Structural wood sheath-Mgdiredly appliedor 4-7-8 oc purlins.
Frigid ceiling d'irecfly applied or 10-0-0 oc bracing.
NOTES
1) Unbalanced roof lies laads have been emsdered for this design.
n 2 mph; h-2; T=__ I .p Q enclosed- MWFRS gable ends cantilever left and
right expo , end vertical left and right expo; Lurn b r D0L 1 33 plate grip D0L=1- -
3) T h is truss has been diger for a 1 -0 psf bottom chord Iive bad nonconeure t wfth a ny other Iiv I Ids.
Th is tru ss, require piste ins pection per the Tooth Count Method when this truss is chusen for q Lealit u ra nce i nspediion.
This taus is deigned in ac=dan ce with the 2003 Int rn tional Resicientia l Code moons 8502.11.1 and R802. 10- 2 and referenced
standard ANSVTPI1.
LOAD CAO Standard
,►aVF CWTZffS,&.NDrARXZMDAUT=ZUCYWRE%TC= PAGE
O Nd fOr V se, only Wth Wek tor5. Th s draSjgnis based a"y up r pararr f� qn is For ars ir` Mdva[ bLfiding c :p ent..
iccibiFt of dc
porarrvt-nters arm proper irx-,orporajjcmn of component is r pons] h i ty of bljidiQg desir - not truce d i r er. Bracin I -own
is for Ja terol SUPPor`t of Indi+idLxiI web RYambem only. Addi fiord temporo ry gracing to pure �taUlt ° d ud rpg cx-y-ctructico is the respon9bi1.1ty of tl
erector. Additional permarient brad -of the Overall acture irs the resperdbility, of tha building d
Fobricrt[Qn, gushy omtrol, fikxage, d ivery, er ficn and brioi F �sullANSI/Ml CKxWy CdNMO, DSS49andB 7 &Ac" Come
Ste, Irdo.mu lon aval.lab L kora Trv!ss Pkite lm trtut r 553 ('O -of} 1 o eve} o diSon, ' l 53719-
M7 Greenback Lane, SiAte 109
Citrus
37i9-
jI
N� O
O F
SER S Z��
0--
November 29,2007
Citrus Hee-qNs. CA, 9661D
Jo b
Truss
Truss Type
Qty ply
JE REW VA LEGIT IN E
4
D1
COMMON2
4
1 '
R273921 1 9
Job R efefence(optional)
'�Xjm MFL 1 ru:55, t1ko m" ' PU
5_ U $ Jul 11 2W5,MiTek Indui e!s, Inc. Wed Nov 28 14:35;.19 2007 Page 1
4-9-4 4-2-12 4-2-12 4-4
4x6 II
k]
, a.le: — r
LUMBER BMCING
TOFF CHORD 2 X 4 SPP No,2 TOP CHORD
T CHORD 2 X 6 DI* SS BOT CHORD
lS 2 X 4 SPF StUd '&fit*
3-7 2 X 4 SPF No_
REACTIONS (lbl e) 1=5517A)-5-8, 5=5517)0-5-8
Ma
= 17 -
a Ido rz I =580cod case
Max Up] iftl=-1179(1 oad case), 5---1179(l oad case 6)
FORCES (lb) _ I a im unn Compression1Vlaximum Tension
T P GIRD 1 - =- x'196 ' -3-=-640011 d1, 3 4=-64DO/1391, - =-925511969
BOT ORD 1-9=-175118172.8-9=-1751/8172.7-8--1751/8172, 1 i , r 6-7=-1695/8172,5-6---169518172
MBS 77i #240 , ��, i 7� J 1 16F249, 4-7=- 904 698 4-6=477t2401
f 2401
NOTES
1) 2 -ply truss to be con neded together with 1 0,1 1' 3") naid as fo1I
Top chords connected as folly: 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows. raws at 0-7-0 oc,
Webs connected as f l l +s. 2 X 4_ 1 row at G -M oc.
All loads are considered equally applied to all cies, exert 9 noted as front ( or back face in the LOAD CASE(S) scion. Ply to ply
connectons have been provided to dWbute only loads noted or (B), ung other se indicated,
Unbalanced roof live loads have been consdered for this design,
nd: ASCE 7-02, 90mph; h= 5 ; T =4.. f; , sf; Category I I; Exp Q enciosed; MWFRS gable end zone; cantilever left and
right exposed , end vertGal left and right a per; Lumber L=1.33 plate grip L=1..33_
This t -u ss, has been desiqTed fu r a 10.0 psf bottom chord I ire bad no ncon cu rrent wfth a ny other l i e loads_
This mss r +quiz s pi ate pecti on pert Tooth Cour Method when this toss is chosen for qualm assuranee inspe on.
7) This true -is de gnod in accorda noe with the 20M I riternational Res identiaI Code errs X2.11.1 and R802,10.2 and referenced
standard ANSYTPI 1.
frde r cam -es tie -1 "n (s) : 22--" flea 0-M to 1 -o
LOAD A EO Standard
1) Regular: Lumber Inorease=l.1 , Plate I ncrease=1.1
Uniform Loads
'pert: 1-3=-W, 3-5.--86P 1-5=-543(F=-527)
A WHO - VerVy design parameftm =dRIUM NOMS ON TM5 AND QED NnZKJWF9RWCZ PAC& MU -74-73 REMRE USE.
mgr) valid for use- on th MTC -k <,-orwtoctc4s. Ths d esign i s bated upcn para rr i shown. and is for on it i�Adual buildr ,fi
= t.
.� e�ot�tity or d qn rament ar d pro r Error rction of component as responsiI Ity of bVlId de - not truss dc5igroB!r. Bracing t�own
is for I0torod suppod ofirid i i is aI b mere only, ddiff"I temporary brach to InsUrc stcbWunr-g C0n-strVCMCn is the rMpomibifity ofthe
erector- A dd iiaono I perma nent brach of the ewers 11 swot ure is t1 res porgy bi i ty of t bulidIng d i r r. For gaol guldar reg ardi ng
feabrieoticn, qually e ntroL storage, deivejY, erecfionanxJ bra olrx�r oor ult ANS11M 1 QuMV r DSB-89 and BCS11
Sa"IrOomuffion ovoil abllo frorn Truz Plicate Institute, 5B3 IDS frac Dnv' Madison, f . vl 9.
November 29,200
I i Fekk
#"W" ra OwNm
7777 Grp back Lane, SLite 109
Citrus Heights, CA, 96610
3X8 f I
:5X6
axe
3X8 1
4xi 2
4-9-4
4-242
4-2-12
4-94
Plate Offsets
1:0-3 `! Q[5,0-3-10,0-2
..
1
DEFL
in
(I
hide fl
Lid
PLATES GRIP
TOLL 35.0
Platys I n em 1.15
TC 0.71
VertLQ
-0.1
7-9
>999
360
MT20 197/144
T DL _0
Lumber Increase 1.15
BC 0.62
rt(TL)
-0,25
7-9
>833
180
LL 0.0
Rep mess Iner NO
V�S 0.64
or TL
n1a
n/a
BCDL 8.0
Code I I C2ITP I
(Mab -ix)
nd L
0.09
7-9
>999
240
Weight: 162 Ib
LUMBER BMCING
TOFF CHORD 2 X 4 SPP No,2 TOP CHORD
T CHORD 2 X 6 DI* SS BOT CHORD
lS 2 X 4 SPF StUd '&fit*
3-7 2 X 4 SPF No_
REACTIONS (lbl e) 1=5517A)-5-8, 5=5517)0-5-8
Ma
= 17 -
a Ido rz I =580cod case
Max Up] iftl=-1179(1 oad case), 5---1179(l oad case 6)
FORCES (lb) _ I a im unn Compression1Vlaximum Tension
T P GIRD 1 - =- x'196 ' -3-=-640011 d1, 3 4=-64DO/1391, - =-925511969
BOT ORD 1-9=-175118172.8-9=-1751/8172.7-8--1751/8172, 1 i , r 6-7=-1695/8172,5-6---169518172
MBS 77i #240 , ��, i 7� J 1 16F249, 4-7=- 904 698 4-6=477t2401
f 2401
NOTES
1) 2 -ply truss to be con neded together with 1 0,1 1' 3") naid as fo1I
Top chords connected as folly: 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows. raws at 0-7-0 oc,
Webs connected as f l l +s. 2 X 4_ 1 row at G -M oc.
All loads are considered equally applied to all cies, exert 9 noted as front ( or back face in the LOAD CASE(S) scion. Ply to ply
connectons have been provided to dWbute only loads noted or (B), ung other se indicated,
Unbalanced roof live loads have been consdered for this design,
nd: ASCE 7-02, 90mph; h= 5 ; T =4.. f; , sf; Category I I; Exp Q enciosed; MWFRS gable end zone; cantilever left and
right exposed , end vertGal left and right a per; Lumber L=1.33 plate grip L=1..33_
This t -u ss, has been desiqTed fu r a 10.0 psf bottom chord I ire bad no ncon cu rrent wfth a ny other l i e loads_
This mss r +quiz s pi ate pecti on pert Tooth Cour Method when this toss is chosen for qualm assuranee inspe on.
7) This true -is de gnod in accorda noe with the 20M I riternational Res identiaI Code errs X2.11.1 and R802,10.2 and referenced
standard ANSYTPI 1.
frde r cam -es tie -1 "n (s) : 22--" flea 0-M to 1 -o
LOAD A EO Standard
1) Regular: Lumber Inorease=l.1 , Plate I ncrease=1.1
Uniform Loads
'pert: 1-3=-W, 3-5.--86P 1-5=-543(F=-527)
A WHO - VerVy design parameftm =dRIUM NOMS ON TM5 AND QED NnZKJWF9RWCZ PAC& MU -74-73 REMRE USE.
mgr) valid for use- on th MTC -k <,-orwtoctc4s. Ths d esign i s bated upcn para rr i shown. and is for on it i�Adual buildr ,fi
= t.
.� e�ot�tity or d qn rament ar d pro r Error rction of component as responsiI Ity of bVlId de - not truss dc5igroB!r. Bracing t�own
is for I0torod suppod ofirid i i is aI b mere only, ddiff"I temporary brach to InsUrc stcbWunr-g C0n-strVCMCn is the rMpomibifity ofthe
erector- A dd iiaono I perma nent brach of the ewers 11 swot ure is t1 res porgy bi i ty of t bulidIng d i r r. For gaol guldar reg ardi ng
feabrieoticn, qually e ntroL storage, deivejY, erecfionanxJ bra olrx�r oor ult ANS11M 1 QuMV r DSB-89 and BCS11
Sa"IrOomuffion ovoil abllo frorn Truz Plicate Institute, 5B3 IDS frac Dnv' Madison, f . vl 9.
November 29,200
I i Fekk
#"W" ra OwNm
7777 Grp back Lane, SLite 109
Citrus Heights, CA, 96610
Job Truss Truss Type city Ply -
50 DG GABLE 1
r�.� .,.� Jo R e regi (o tic na I).
�� � Jul 11 2006 Wek Indu,
ftrl
4A
H
R27302120
- Wei Nov 2814 35.20 2M7 Page 1
1-0
Scale = 1:341
LOADING (per
T LL
35.0
TOOL
-0
BOLL
0.0
BL
-0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
SPACING2-0-0
P later I n ea 1.1
Lumber increase 1.1
Rep Stew Ir NO
Code IRC2003fTP,12002
SPF fro.
4SPF I.
SPF Stud
CSI
TC O�29
BC O�06
-0. 07
(Matrix)
W =
DEFIL
1n
I
fl
Vert(LL)
-002
11
nir
180
Vert(TQ
-0.02
11
nir
80
Horz(TL)
0.00
10
n
n/a
I W i W, Meft I
PLATU
MT20
1971144
Structural wood sheathing dimly applied or &0-0 or, purlins.
Rigid oiling d 1 recfly a pI ied or 1bracing -
REACTIONS (lb/size) 2=315118-0-0, 1 ---185/1 , 16=207/18 -0 -0,17=191/18 -0 -OF 1 / - ,1X207/1 , 13=191118-0-0,
12=24811 B-C�Q 1 0=31511
Max H= = -840 d case )
Max U PIiif =-1 (l oad car ), 16 -=- (load case , 17=-73(loa d vase , 1 T54(I d case 1 = (l id case
1 =-7 l d case ), 1 = l a.d case , 1 -1 (I d case
Max Gray 2=315(load case 1), 15--185(load case fl, 16=21 (load case ), 17= 1 1( bald case 1), 1 4 1 d case )1
14=-215(bad case 1 0)F 13=1 91 (load case 1), 1 (lt d case 10), 1 0=315(bad case 1
FORCES (lb) - Maximum 0Drnpression/Maxlrnum Tension
TOIL H D 1 =0 8, -3=" / r " '® -63 7 , 57/1 0 , 5"4.�_ 58/1 7,6-7=-58/132, 7-&--57/86, , 141 ,9-10---84142, 1, 0-11 =068
BOT CHORD 2-18=0197117-18=0197i 1,6-17==75 15-16--0)97,14-15=0/97,13-14-0197,12-13=0197, 10-12=M7
WEBS -1 15aQ 5-16-18N83, 4-17=-159184, 3-18=-213J951 -141 83182, 8-13--159185F 9-12=-213/94
NOES
1 nbaJanoed roof live loads have been cuisidered for this d rl-
) WId.ASCE 7- 90m ph; h=t
T=. Bpsf L. 8Psf, Ca10 ry I I , Ex p C, 'lliMWFRS ga b le end zo ne cant leve r left and
rigft exposed r end .al Ift and �,
r1.np t -
Truss de i g n ed fa r ori nd bads i n the plane of the tniss on I y. For studs exposed to Vaind (norm al to the face), see Si n da rd I ndustry Ga ISI
End Deta I Is as apphGa Ue., or co nsult qua Iifi d building desigreer as per ANS VTPI 1-20D2.
Th is truss has been desig red for a 10, 0 p f bottom chord I ive fid. nonconcu rrent with any other I ilve
loads-
All plates are 2x4 I T 0 unless otherwise indicated.
This truss requires plate i ns pecton per ft Tutt Count Metes when tads truss is chosen fbr qua l assurance in on.
Gable r'q u i res continuous bottom chord iia.
ae studs spaced at T f
Th is truss is d esig n ed i n aomxdance with Me 2003 I nternaltiona I f n i denial ode moons R502. a n d R802 -10.2 an d r f renoed
standard ANSI/TPI 1.
LCA CASE(S) Standard
WAMWG - a% design p=wmzww =d MUD AM= W AM rA?CLMSD Alf= REFERWCE PAGE?M-74'73 BEFORS USX.
Dcdgn va id fbr use only with Wok ccrrectors. TI: s d est!9n is bQs y upon para rneters sr , a nd jS fCV ran indhAdval b uA Iding component.
Appicabiity of desi gn paro menten and proper hrcccporq1ion of nit is r spona-bi Ity of bufldi ng designer - not trams desig r ier. Brading 5 r,
is for Io terad vp port of Individual + b warm only. Addi tip f tom ra bra dig to ir°rsixe sta tai qty d vfing C t re
stru tion Es tsPcx-Wbi 11 of the
erec tor. A dd iticr- o I r-po rre nt brodnq of the ov ra li sic t vre is t respond bijty of the Buri ng dig rte. co rel grad aft reg ordi
rg
fabrioption, quolity control, stcra del
erfion and bracing, ccr,,6 uit ANWIMIQt�GWY CdWki.r 19-39 and #CW1-kddkng C4wnp*ew*
30%ft 1rdbmkd6on avolloble frcm Triiss Rkite Irc fitvte, 6B3 D'Cw-iofr-b Livia, Madison, W1 53719,
AD��,�9�•F OF Qp�jt��
November 29,2007
ft
f
aback Lame, Suite 109
Qhw H�a�Ns, A. 9x510
- [Job El
:�k
Summit Truss, St Anthony, 10
to
Truss lrruss -eye
E I FIN
63M s JasI 112006 MTek Indu shies, Inc- Wed Nov 2814.3 :21
827302121
1
_ II_.�'�.'� r ' �.:-.
Scale = 1:46.1
4
4 3X4
9-3-0 6-1 "
Flats CffsetsC--"I-
LOADING (psf)
Qty
y
JEREMY VALEWINE
AFL
7
(loc)
lldeffi
Lld
iCLL 35.E
Platys Increase
.Inh Refern (opf nal)
63M s JasI 112006 MTek Indu shies, Inc- Wed Nov 2814.3 :21
827302121
1
_ II_.�'�.'� r ' �.:-.
Scale = 1:46.1
4
4 3X4
9-3-0 6-1 "
Flats CffsetsC--"I-
LOADING (psf)
SPACING
2-0-0
CS1
AFL
in
(loc)
lldeffi
Lld
iCLL 35.E
Platys Increase
1.15
TC 0.60
Vert(LL)
-0.1$
6-8
y999
360
TCQL 8.0
Lumber Increase
1.15
BC 0.71
Vert(TL)
-3-44
6-8
,672
180
BCL D.Q
Rep Stress Incr
YES
W8 0.28 �
Hoz(TL)
0.08
6
n/a
n1a
BCDL 8.0
Code lRC200CiIFP120Q2
(Mat7i)t}
Vlhnd(LL)
0.08
2-10
>999
240
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
+ T CHORD 2 X 4 SPF No.2 BOT CHORD
WEBS 2 X 4 SPF Sud
FACTIONS (lh a) 2=1423A)-5-8,&--142310-5
Max Herz �1 (rd case )
Max P1 =- 0(I d case , -320(1 ad case
FORCES V�+L.� #b) - Maximum CoIpr o f i arrrTension,� ar r
TOP HO 1 1i i�' - 1�+ , ' j T 1 li4, - -1��°°qq 1f3p� 74, �5-�' ..x-21 41377P 7=0/5
B T CHORD2-10=-310/IBM,9-10=-11211250,8-9=-11*2/1250,6-8--213/1809
VVEBS -1 12/238, -1 140/645, — 140/645, 5-8=-512/238
9-3-0
PLATES
TO
Weight: 90 lb
1971144
Structural wood sheathing directly applied or 3-1-2 oc pud n .
Rigid ceiling dicey applied or 10.0.0 oc bracing.
NOTES
1) Unbalanced rte# live loads have been considered for this design-
Wnd. ASCE 7-02; 90m ph, hz!!; T - _8psf; B _ Category 11; Exp ; enclosed" QRS gable end zone; cantlever left and
right exp ; end vertical left and right exposed, Lumber D0L=1- plate grip D0L=1.33,
This truss has been desifor a 10.0 psf bottom chord live d nonconcurrent with any other 1W loads.
4) This truss T quires plate in on ler the Tooth Count Method when this true Is chosen for quality assurance inspection.
This truss Is designed In accordance wfth the 2003 Intem tional Residential Code dons R502, 11.#1 and R802.10.2 and r %rem
ed
standard ANSYTPi 1.
LOAD CASE(S) Standard
WAMW - ' erON TWS AM MXMUDW AHIXK i = PAGE" -'747.3 Bff0j&
D lj:D r) valcl U with I -T1 cwt r-5. I h S 6Ds l ri 15 based cnly upon oaro mel ail v'I+i 4 and N. for nri it l %A 9 al b rj &.-i is ::j <--M_w inn#.
Ap1.1ilr_:ub[lly Ora gCl PM0I"9 4'1.T s a pro I fir )r(--3 ton Of C OMPCrtent iS reSponsibiRty of build if I designer- not trim des gw- ftci
is for I o tercel support of indKidualweb rremc k '. Acfd ti I t r n ry L�ro Ging to Insuri!� sta bitty(Ju6 r tr ucti E- r obi lot c)1 tl
rector_ Additiarpal pernqort brodr of the overall strucve is the respcMbility or the- building de-Ogr er- For geoeTal uida regarding
fal�ri #ion, qu<:Aty control, storage, deiver^y1 to acrd brao'r r ult A 7 � C441W, DSB y 014 X311
11 MNftn a vol la bfa fire Truss Pla t� f Muter 5B3 E CnOftia van MadlXn, W1,371 .
9C 9rF op `op.�tG�
MFR s .
Nova-mber 29,2007
paekk#.
wvt-
7711 Lane, SUte log
C
'ob Truss - Truss Type
1840 E1 FINK
mimlt Truss, St #nyr I
0
Ply I JERKY VALENTINE
1 Job Referenc�
6_300 -s Jul 11 2W6'
R2MD�122
ek In dusMems, toe. Wed Nov 28 14:35.22 2007 Page 1
-11-15 1246 1 - -�C �Ta �: ��_�.�. - - 26-1 Q-
6-11-` 5 1-"
c,aie = 145.2
4xG_
K
'+AV � - - 4X6
3x4 3X4
9-3-0
Plate Offsets [1.,0-3-1410-1-121. : -3-1 0-1-
6-10-0
9-3-0
L►NG
psf)
SPACING
CSI
DEFL
in
(lo)
I/deft
L/d
PLAN GRIP
TELL
35.0
Plates Increase 1.1
T 0-67
' rt(LL)
-0-18
-7
>999
360
MT20 197/144
T DL
8,0
Lumber Increase 1.15
EAG OM
r'1,(TL)
-0.46r1-9
>650
180.
BOLL
0-0
Rep mess Incr YES
M 0-29
Hor (TL)
0.08
5
Na
n1a
B DL
8..0
Code 1 C2Pi
(Matrix)
Wind(LL)
0,1
1-9
240
Weight: 88 1b
LUMBER 6MC3NG
TOP CHORD 2 X 4 SPF No,2 TP CHC
BOT CHORD 2 X 4 SPF No -2 BOT CHAD
SBS 2 X 4 SPI` Stud
Max H orz 1=--124 (load case
Max U pl iftl =-228(load case , 5----321 (load case )
FORCES (lb) - Maximum Go pressionlMaxirnum Tension
TOIL CIS J 1-2=-2195/399.2-3=.1871/3957 3-4---1852/376P 4-5---2174/379P 5-6=0/59
BOT H 1 1- -333'1 , -, -1 19/1260, 7-8 -11 /1260, 5-7 -220/1818
AFRS 2-9---52&249, 1611675E -7=-1 40f645: 4-7=-512f238
Structural wood s heat hing d -1rectly a ppl ied or -10- pud 1n s.
Rigid oiling directly applied or 9--8-9 oc bracing.
NOTES
1) Unbalanced roof live Imide have been considered for this design.
Wind: ASCE 7-02; 90m h; h= ; Tom= ,8psfk BG0L=4.8psf1 Category 11: Exp Q endosedF MWFRS gableend zoite, cantilever left and
right exposed ; end vertical left and right exposed, Lumber -=1.33 plate grip 0 .-1.33,
3) Th is tru ss has been desig ned to a 10, 0 p f bottom chord I i e Tad :no nonc.0 rrent with a ny other I ii a leads.
4) This truss requires pig inspector per the Toth Count Method when this truss is chosw for quality Durance inion_
This truss is deigned in accordanoe with the 2003 International Residential ale Wiens R502,1 1.1 and R802,10-2 and referenced
standard ANSITFID1 1.
IWA
VW0 r RK" NOTM CW 7= AM ZhICZZ09D ICTEX PAC& AM 74 73 B"ORE USE,
g n va Ed fbr use onth Jv+,�Tek corrtect. Tris d es i n i s bored
u pon POFO rf , a rd is fbr an irxdi Adu01 b ai k�ing comporer)j.
Appicability of design paramenten and proms i rafic>n of c rue t is red
.'�' i of t),0d 6r desig- ref f"s desigrer_ Brar
Is for 10t ra4 5kipput of indIviduo@ web members on y. Additics-e I temporcry temporarybracirg to ins;Lrt'5;tobdty cluongstry i is the f(5*pcx-rji19ty of the
er. tar. dd iti ft txcr+ of the oma 1f str uCt ur45 iS the res i bU of t f bUldi ng desig rr . +,��al vid c reg ardii
fat)ri ti r quaity t storage, er
v. tf o bTaci f corsvlt A 11MI OWNY Cdeda, OSR-89 and.11C S1111 ng
S J rnWmW9n avai[able from Tri Pidto Iris e. 583 D'Cnof o Diver Via W 153719'.
W. -W -Wil
O
9�,9TF OF P.��.
�ERSZ�/
r 29,2007
Mi""
Paw -r- *g rVorf":--
777.7 Greenback Lane SUte log
CftsHei]&�j. Al 95616
OIJob ITruss ITruss Tye I
Qty
Sir rnrn t Truss, St Antharty, i D
I
1{6-0
EG [GABLE 11
44
0
Ply I JERK VALENTINE
R27302125
Jo Reference o on
6.300 s Jul 11 20M Wek sti , Inc- Wed Nov2814:35°24 2007 Rage 1
12-8-0
0
1-6-0
Scale =1,46.1
4 =
LOADING (psi
SPACING 2 -l -D
CSI
DW.FL
TCLL 35.[]
Plates Imrease 1.15
7C 0.25
Vett(LL)
TCDL 8.0
Lumber Increase 1.15
BC OA'l
Vert(TL)
BOLL ❑.D
Rep Stress Incr YES
VIS 0.13
Hnrz(TL)
BCDL 8.0
Code 1RC20ai1TPI2[)Q2
(Mabrixx) i
LUMBE�
R
`U M E
L 1 /��'1 .•ORD
BOT CHORD
OTHERS
4 SPF 1o_
PF No -2
SPF Stud
in
{}oc)
Vdeff
Ltd
PLATES GRIP
-0-02
15
n/r
1$0
MT2[} 1971144
-0-02
15
Nr
$D
01.01
14
N7
nla
Weight-- 108 ib
o--ff I#jza
Structural wood sheathing d i redly applied oc purlins.
Rigid ceiling direr applied or 10 b racing,
REAFi N (I b/si e) 2=30612
` 5-4-Q 14 , 1=1 �0, �., 24--204/25-4-Q=� -�],26--202125-4-0
27=2134
5-4-0, 20=2G4125 -4-0,19=204125A-0, 118=204MA-0, 17=202/25A-0 F 16=213/25-4-0
Max Horz 2=-107(load case )
Max p l i �-i o case ), 1 -1 I o d case ), 23=-Mload case ),,=- (1 d case 5), =-6°( load case 5)
-z- (1 d =-4 Io d case 7(l d case ), 1 T7 (1 d case 6), 18-630cad case ),
1 y- (1 d case 6), 1 A2(l d case )
Max Grav2=306 ( load case 1), 14-- 306(load aiw 1), 1=1 d case 1) 23=211(load case ), 2 4--204(load case 1
04 (load case )t to d Iasi 1)� 2 7=213Qoad F 20--211 (load case 10) ,19 204(1 oad case 1
1 =04Id case 10). 1 r =`0l case 1), 1 1 lad case 1 0)
FORCES 0b) w Maxirnum Go mpre sionNaxi u m Tensk3n
TOP CHORD 1 -2; --OM, - -1 /4 j 3-4--Wf)2, 4 )94, -591126, 6-7=-591160, 7-8--59/188P 8-9--591182, 9-10--59/1,393
10-11=-59191 ! 11 -1 =-58/49, 12-13---601254 1 -1 -- / 4, 14-15--0/58
BOT H ORD= /1 7, 2 --27=011 7, - /1 !7, - 5=0/1 7* - 4=0f1 ` , 0/1 7,21-22=01127,20-21=01127,19-2M- 11274
18-19=01127P 1 1 -0/1 7r 16-17=0127r 14-16=01127
'EBS8-21-154/0,7'-23r---1 SR , 6-24=- 1 72J86, 5-25--173184, 4-26-167186, - 7rr! A89. 4, 9-20=- 17917 917 7, 10-19=- 1721 ,
11 18.-_-173184F 12-17=1 7 , 13-1&--1 89/84
NOTES
1) Unbalanced roof We loads have been considered for th Is desig n.
Wnd_ ASCE 7-02a 90mph, h= 1t;
fi C-4. f, l3CCL=4_ f, Category 11; Exp Q encic*;ed,: MV\FRS gableridzone; canfilever left and
right exposed a end vertical left and n ht exposed Lu rn ber DCL=1. ► plate grip DOLS 1. 33.
Truss des[gned for von d loads in the plane of the truss only. For studs exposed to i.nd (normal to the ), see Standard ffidustry Gable
End Detafts as applicat4e, or consult q iffied building designer as per NSI T ISI 1-2002..
Th is truss h as been desig ned for a 10. 0 f bo om chord l ive load nonooncurrent with any other l ive load s.
All plates are 2x4 MT20 unleotherwise i rid kited .
This trt r qu 1 res plate -inspect o per tfie Tcxith Count Method when th is tru ss is chosen for q ua I ity assu ra nce i n specti n _
iat-. r u irk Qununuou3 rionomchoru U—'aT .
8) GaNe studs spate at 2-0-0 _
9) Thig tru ss is desig ned in accordan ce with the 2003 1 ntemational Res identia I Cod a sectons 8502.11.1 a nd R802 -10,2 an d r fe rer
ced
standard ANSVTP I 1 _
LOA[) CASE(S) Standard
'moi an
R&W jf0M CW MS AM W
CUUM WTSK RUMUDAM PACZ MU -74-t3 DWORE M.
!g r) va rd % u ith Wek c t h d e gn i s b ci d Only upcn pararreten , a rad rs f6r on in )Ad ua i b LA Idrig c percent_.
A Pk-.xa tpi ff ry or d csi rrl s-qD r -p, FC -,T ar U S car r LyppTr incorpNDra t1on of c mrd r T is res pxnnsi U f ty, of obi ir`r[ d igner - t tr i d ig!" f. $roti o
is Far 10terCIl sUPPS of iridiyid Uaf voet> umbels only_ Ad Wlcrvo 1 tempora ry bira dr -g to 1rive etabdty draring acrkstructicn is the res� b i My of fid
i i rrar rpt bro of the o` ro 11 structLre is the r i U� of t bui Id i
a�-r�ct�r_ �► �d rt rr� � desig rte-. For gerera I guid once req ordirg
fa bd catiM rq ua Ity control, st arage, deo ve, r Y, -rection and bracing, ccr.6 u tt ANS1,fM I OucOy Com{ Ds 8 4sp and zCsjj Bv#dkq COMA
Sa"InlojencNon civailotAe from Truss Plate Iristit( e, 5&3 D'Cnoftio Dnver Madirl 53719.
i
0
'p"
OF
.��.
siwl��
November 29,2007
ijRe't
, XIW
7M Greenback fare, s e 109
it Heights, CA, 95610
Job Truss Tress Type aty
5840 F MONO H I P
Summit Truss, St Anthony, ILS
LOAD CASE(S)
Conoentrated
'pert R
ply I ,JEREMY'VALENTINE
lJO,D_ mance (omona �s
6.300 s Jul 112006 ?*Tek In dusWes,
WARMING - Vert& diuggndwwdD JU7TK RZFER&AM PAGE AM 7473
sign volid fir U anfy with MTftk cccroec1} . T t -is d esi r) i s based only upon p<va n-votefs awn, c nd is I& circ ir-KEVICIU01 b 0 Ung c ,- f _.
A p pH RC10R t -y of deSign pararr)enterS on<j proper Ircorpcxafion of r -' p1# Is r spa-19bi it of Wilding d sig ; not IT M desig rte. Brodirg+1'
is fir kut r{a I support of i Nd h. dual web m��.mben only- A Aldi tip F ternpc)rary bra dreg #o more sta-bilty d ur r construdion is the resperisibility ofthe
erector. Additirnai Pefrror t bracjrxg of the. ovora II struchme is the res psi b kty of the bL� Idl ng d i r)ef, For g h--rna' gvidar r qrdj r
fab6ca i ,. quality trol, storage, dim, erecNon orp bracing, ccrsult ANSIM ANSII OwNy Cir OSB49 and Bts1i B wwwj
I-nigill rNMI!i available rrom Truss Pinto Irstltute, 115a3 DOnorrio v% lead ,Wl 53719.
R 73D24 4
c. 1d Nov8 14;35;25 2007 Page
f Greenback Lan e, Sums 109
Ofts #-t ei g fit , 95610
.,Job Truss Truss Type Oty Pty JEREW VALENTINE
R .GFRs
Job_ r n (optional)
Summit Truss, Anthony, IIS 5.300 s Jul 11 2W6 NTek rudiustle , tnc- Wed Nov 28 14:35.28 2007 Page 1
CA
1z
t
61
-1-6,0 11— - __.., i 29-1- 1
1-6-D
7-6-14
6-2-14
4i
6-2-14
7-&14
1-&0
Scale =1 f 0.5
...�r� 7-614 �.. .-- T.___2a:10
7-6-14
6-2.14
Plate Cffsets MY): L2.0-2-12,�-91,[8-.C�-2-12,0-0-91t[ll-0-4-0,0-3-lpj.---.-
6-2-14
LOADING( p
SPACING
1
LFL
i n
floc)
Vd efl
Lid
TOLL 35.0
Plates I nre
1,15
TC 0.99Vert(LL)
-0.47
11
>695
360
TCDL 8.0
Lumber Increase
1,15
BC 0.85
Vert(TL)
-0.81
11-12
>403
180
BOLL 0.0
Rep mess in r
YES
WB 0-97
H=(TL)
0-59
8
nAa
n1a
BCL 8.0
Code IF C200 ITP1
r (Mar
'x.) ind(LL
0-;
11-1
>
240
LUMBER WA
TOP CHORD 2 X 4 SPF 1 65OF 1.5E *Except* TOP CHORD
5-6 2 X 4 SPF No.2, PF No. 2 BOT CHORD
BOT CHORD 2 X 4 SPF 165OF 1.
V\F=BS 2 X 4 i -IF Stu
O2=1540A)-5-818=1540/0-5-8
Maxo
ffl240a40(loaa
FOFZCE (lb) -Irl fu rn B Compression/Maximum �'7��T,arrensio I +`'
TOP CHORD
551,
14250 4-5=-2968/449D
96814136, 6-7:--30921442,
BOT CH ORD 2-12---644/3870, 11-12643/3864, 10-11- rJ864, 1 70
WEBS -11T- f 136r 3-12=0/261, 7-100#2017 3-11=-1181/387r 7.11=-1181/395
714
PLATES
MT20
Weight: 94 lh
DOTES
1) Unbalanced roof live loads have been cwsidered for this design.
'moi nd . ASCE 7-0 , rnp h, h = ft; T �-4y p f_; 8GDL. ,r 11,; } end , MVWRS g ble end zo, e, 08 nb lever left and
right exposed, end verbcal left and right expo, Lumber C --1 .33 plate gfip DOL=1.33,
Th is truss has been desig ned for a 10.0 psf bottom m chord live load nonoo nou rrent with any other live loads.
This truss requires pfate inspecton ler the Tooth Count Method when this truss is chow for quality Durance in p ion.
Bearing joint) 2, 8 considemparallel to grain valise using T I 1 angle o grain formula- Building designer should verify capadty
of bearing surface..
This truss is designed in accadanoe with the 2003 � n efn at,b la l Residental Code sections R502.1 1.1 and R8,02-10-2 and refer
standard ANSVTPI1.
LOAD CASE(S) ftn dafd
* Verify fin parame and M ON TWS AM VfM UPED ,K RRIMVENCE PA 74 73 .
Design void for use only th Wek oDmeQtors. TI" i s design i s. based crily up Qn pa ra meter I)c wn, (:E nd is for an i ndivid va l 'b U ding comfit.
Appica barity cf d esign pa ramanter5 ond properiia tion of c l ilii i�' g - not tr s d igs . E� ad
i For latera i s ppm of i i d u a I web members only. Add i tip I temporary bracingto i � e sto b"lity d Vrirxj c�omtrucfi cn is the res -ki billity of the
erector. Addiffronal pefrnanent bradng of the overall �;#rt)ctve is the rpcnsjblity of thtr buiUng desigrte. For gcreraf guidance regarding
1�� ��c�i I� tyle � Tr�� l±'l� t� Ire ti t�.rte � �Iw1�,P"'�`R�J � � � ����" ��11 � �i`��
fa ti , gvality c Dctrcl, storage, deHv r a � fi c3nd bra ' . moult
�F r 5W EY� 7[ v ', a ciis r WI5371 .
-rAU
1
Ae
w
S.
NOF
ovember
.
0
November 29,2007
a
MiTek If
" row ?a prWICAPIC,
M7 Greenback Lane, SWe 109
rus Heights. CA, 95610
ob Truss ITruss Type'
Qty
F9 I MONO HIP 11
Summit Trus sT St Aral y, fD
LOAD CASE($) Standard
Concert"Loads (1b)
Vert. 10=-884(F)
Ply JEREMY VALENTINE
I
Joky Reference (oWonal
6 S Jul 11
, - Parametffm aftd R&W NDM ON TWE AND VA::= ,, . CK PA -7473
Ckmign void r vse� only with eR tr tors_ R -i !� d esi n is bosiDd arty upcn Do rcjmet � and is; loran i ndMd un I 601dirwj c pw5rAnt_
ppilIlli r .ot clesign ran-ent rs and <:)r InQQWof;on of cornponmt is r
Ity of bui ld irk dle-�g- not truss designer. Bra ci
is for',ateroI svpport of indiIfilduaI web ngernbers onty. AdditionaI temporary brach t:0 i rlskxe Eta WtY Cl wing oorisM cli on is the r sp �i billity of the
erector- Additional ar t bracing olds overail strUCi`L?re is the respcnsibI of the bui U r o d esigr r. For q u gyid rar regardirV
Pa t IM q U0 Ity control, s#pra e, dehvery. erect on and brace , Cor-GuIt ANVITMI QLmft Cffeda,
avai 1abL- from Tresis Plate Irm titut , 6B3 ID'Onofrio Dive. Moc$Ton, Wi 53719-
ek
Indu sties, Inc. Wed, Nov8 14.
�IN
Mi Xek LIE
L-
R27302133
2007
Page 2
7777 Greenback Lane, SLdte 109
ob Truss
Truss Type
Qty
Ply
JEREMY VALENTINE
35.(]
Plates Increase
1.1.5
TC 0.47
TCDL
5840 FFIL .
GABLE
1.15
1
a
0.0
Rip Stress Incr
YDS
V'UB 0.08
'Jots f r n o b !
Summit Truss, St may, ICS s Jul 19 2ODB NWTek Industriazs, In C. Vftd Nov 25 14:35;34 2007 Page 1
9
4 =
4
JX4 Y jX1q
LOADING psi)
SPACING
24)-0
CSI
TGLl
35.(]
Plates Increase
1.1.5
TC 0.47
TCDL
8.0
Lumber Increase
1.15
BC 0.05
BCLL
0.0
Rip Stress Incr
YDS
V'UB 0.08
BCDL
8.0
Cade IRG2003fTP12002
(Ma'krix)
LUMBER
T P CHORD
BOT CHORID
OTHERS
4 SPF J.
4 SPF No.2
4 Ill= Stud
11-6-0
11-6-0
DEFL in (loc) fldefi l.1d PLATES GRIP
Vert(LL) nla - nIa 999 MT20 1851144
Vert(TL-) n/a - Na 990
Hnrz(TL) 0.00 7 nla nfa
V11bight: 52 Ib
W[N
TOP' CHORD Stucturalwood sheathing dimly applied or 6-0-0 cc pudin .
BOT CORD Rigid ceiling directly applied or 1 0-M oc brad ng.
REACTIONS I 's ) 1 X7111 , 7 = 11 -6-0, 10=11 /11 -6-0, =: 14/11- - , ' =189,11=6-00 1 = 14111-- , 11=189111
Max Hort 1=1 970oad case 4)
Max Uplifs m-62(load case ),
7=-320oad case 4), 1 (load case , 1 (load case ),
12=4 59(ced case ),
11=-1 .l load case
Max rav 1=1 1(load case ),
7=11 '(load. case ), 10=1 1(load case , - 1 (l d case 1),
9=1W1oad case 10),
1 1 load case 1). 1 1=196(load case
FORCES (lb) s Maximum Compression/Maximum T 's-lon
T P HOR 1-2-19U11Oe - 1X97, 3A=-100/11 , 4- 110 t 5-6--10856, -7=-17317
BOTCHORD 1-12--A6/146r11-12=-46/146.,10-11--461146,9-10=-461146.8-9=-461146,7-8�---46/146
''EBS -1 -1 /OF ---1711 8, 5-9--168/150, 2-12-171/167, 3-11=-1 681151
MOTES
1 Unbalanced roof live loads have been considered for fts deign_
Wnd: ASCE 7 -02; 90mph; h= fl; T f, BCDL=4.8psf,, Category I I ExpI -enclosed; MVVFRS gable end zone; cantilever left and
right exposed ; end vertical left and right r Lumber L=1.33 plate gdp 66L=1,33,
Truss designed for end loads in the plane of the truss only. For studs exposed to %Wind (normal to the face), see Standard Indust Gable
End Del)s as applicable, or consult qualified ldindesigner s per ANSI/TPI 1-2002..
Th is truss has been deli g n d for a 10, 0 Psf bottom chord ire load r oncon u rr -It with a ray other live bads.
f] plates are 2x4 MT20 unless otherwise indicated_
This trussit pl ate i ns pecticn per the Tooth Count Method when this truss -is chosen for q ua I ity assurance i nspeclJon,
7) Gable requires continuous boftom chord beadng.
Gable studs spate at -0-0 oc.
This truss is designed in accordance - b the 2003 Internat'OnalRes-Idential Code secti on s R502- 11.1 and R-802.10.2 and referenced
standard ANSVTPI 1,
LOAD O Standard
Wim- Vwj& daggn MYrA"UMUM PA= 3InUVUSE.
Desig n valid for use c>Ny with Wek ct . This design is bawl orly upcn parcyt n, o ryJ is foF ars ind]AdVc3l' bkAUng comment.
lica i ri of d para rpt ar
and c it r porafion corn
is for lata support of ird[vidu al web rnenrn rs hy. �t ff r�t is res � ol F � di r r.Bracingc��
t
,meter_ Additional perrnanent bro(7ing, of the, overall sours is the r p bdty of the bij4ding dasigref. For general gujdarregardirg
fabrt Ijon, quoily control, storage: delivery, erecfion and bracing, comult A NSIITM I Qvo*y CrIeft, D B 1 k*dkV Cempmmat.
+ fi kftnnaffon a voi la Lk-- from Truss No # Ir fflut , 583 CCnoMb Dt , W dison, W 153719.
Scats r I.A.0.7
N� O
O
St��
November 29,2007
ag' Ar *v' PWffFWffir0&,-
7T77 Greenback Lane. Wte 109
Citrus FI eights, 'CA, 956 10
god
Truss
Truss Tye
Qty
Ply JEER VALENTINE I
in
(Joe)
Ikiefl
Ud
8273021 35,
Plates Increase
it
MONO TRUSS
14
1
24
X451
380
TCDL 8.0
,fob Reference -onaf.
Summit Truss, St AnUiony, ID 6,300 sJul 112006 0 -Tek Indusbies, Inc. Wed Nov814:3&. 34 20G7 Page 1
-4
1
Plate Offsets[2-CO-12,G-1-01
2x4 II
3
I--- - - -- - - - - - -_ -- - -- - - -
fps?
I SPACING
2.M,
CSf
DEFL
in
(Joe)
Ikiefl
Ud
TOLL 35.0
Plates Increase
1_15
TC 0_69
Vert(LL)
-0.20
24
X451
380
TCDL 8.0
Lumber Increase
1.15
BC 0.57
Vert(TL)
x_45
2A
>205
1801
BCLL 0.0
Rep Stress Incr
YES
WB QflD
Hosz(TL)
0.00
4
Na
Na
BCDL 8.0
Cede lRC2003iTPI2002
{Matrix}
Wind(LL)
0.00
2
"*"''
240
TOP CHORD 4 P
BOT HORD 2 X 4 SPF No -2
SBS 2 X 4 SPF Stud
;,
Max a r
Max4 64(load4---94(foad case 5%
FORCES(lb) - Max1mum Compression/Maximum Tension
TOP CHORD. 1-2=0/59* 2-3---12911131 34=-3101131
BOT CHORD 2---/44
0 A
fes* i' O R
i T 0
Weight, ht; Ib
1971144
dale = 1:26.
Stru tla ral wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals -
Rig id
erticals_Rigid ceiling direly applied or 10-0-0 oc bra in ,
NOTES
1) VVind -. ASCE 7-02 ; mph ; 'h=ft; T L= . 8psf, L=4. f, CategM I I, Exp Q enclosed, MWFRS gable end zone; cantilever left and
ri g ht ex ped , rid vertical left and night exposed, Lu m be r DCC - 1.33 p late g ri p DOL 1. 33.
Th i s truss has bee n des- g ned for a 10. 0 p botom chord We load nor n u meant with any other We I oads.
This true requires plate inspection per the TDoth Count Method when this truss is ahmen for quaI4 assurance inspection_
This truss is designed in acwrdance with the 1rit irn tionaI ResidenbaI Code moons R502-11.1 and 8802.10.2 and referenced
standard AIDS l TP 11.
LOAD Sta n rd
AL WAG - Ver(& deaWn PW OWN to"'and RICA D N&M ON rMS AND �MD AffT= JMMWPM P 7473
Dt—,si 9 n void f v thi We k oCrT'0ectors. This d esi gn i -s uo s fi upon para met +nF and is for an i I\dcjv of btAkjhng aarrap nt .
AppIasbiIty of Cl eSj gn po ron nt rs and proles inccgxxa ti on i of czmpcwefv is responsibilily of bvlkJlng desigf €tet tans desigrw. Bra dpg shown
is fa lateral su pp of indMdu as web bers onty, A dd+t oru I t raq brociN to imure stoblity dudng corVrvchon is the respccdbillity of the
er tcr'_ Addjli l p rrna rwtnt bradr of the overofI Skuc1Lr:� is the responsibIt ' of the buifdir`g design r_ For ger ran gufdarregcTdir
fa as tion' q tea kty m trot storage, dei veTyr erechon and brading, cru ff ANMfTPtl QUdWy Cdhmim DSS -89 cmd BC311 Bukka Comte
Sa IN -1 a mndibn owi labs from Truss'Plate Irrstitute., .553 UO ofri o Drive, a dim ),,1 ! 53719.
A4
WIWI
1
November 29,2007
PEONW4 TO
0
U
7 777 Greenback Lane, StRe 109
Crus Hdahts, CA. 9W10
r
9
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510
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77 77
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MEWIL
TOP CHORD
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MEWIL
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rhm0
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f�� 4�.� cop O
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= * 1=J C17 (D CA-• -' J 4" 0 �+ iii �i � �- i
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Jam, M/ ��■ �1 (D 0 n
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= * 1=J C17 (D CA-• -' J 4" 0 �+ iii �i � �- i
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M 0 0 Z-3 )7 0
{ — -,T oC
'at0
x in :3. t�i_
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r � 07 CL
0 �
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Jam, M/ ��■ �1 (D 0 n
��- �f i[.. � -i „ G li •�
(D -2 :3iF Jii''Ll� {�'+•y� �ld6L�.}44 �L
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ob
Truss
Truss Type
Qty
'Puy
JEREMY VALENTINE
i
(I
Vdefl
Ud
TOLL
RW21 3
5840
FQ
MONO --IIP
I
1
8-10
>999
360
TL
J.
Lumber Inse
Job Reference onall
Summit Truss, St Anthony, I[
L
15.E S J 11111 ZUUU I' e1K ITIOUSMes. In C _ VWW N OV �!5 I 4:3:n: 33 I I -age I
1- 0 4-5-4 3-6-12 5-4-4 5-7-1
IS
A
5X8 —
Scale a 115
3x4 I i
- - 1Ox10 - SA 3)(8 5X8 =
F5li ].
4
LOADING
(pg)
SPACING
2-M
CSI
DEIFL
i
(I
Vdefl
Ud
TOLL
35.0
Plates Increase
1.15
TC 0.84
Vert(LL)
-0.15
8-10
>999
360
TL
.0
Lumber Inse
1,15
BC 0.78
Vert(TL)
-0.25
8-10
>0
180
BOLL
0.0
Rep Stress Incr
NO
W13 0.96
Hor (TL)
0,06
a
a
B DL
&0
Code II -13-200 1T I
(Matrbc)
W(LL)
0.10
10
>999
240
LUMBER
TOP CHORD
BOT CHORD
4SPF No.
SPF 1V. *apt*
7-9 2 X 6 CSF SS
FBF Stud
REACTIONS(l /size)7=2493]D-5-8,2-2134JO-5-8
Max Horz 2=1 1(load ease 4)
Max UPILW (load case 4), =-583(Ioad case
5-7-1
UNTVI_77!_�
TO
GFUP
W,
BRANG
TOP CHORD Structural Food sheath -Ing directly applied or 2-8-13 purlins,
en vertGals, and 24M oc purlins,( 1-11 max-) -. "_
BOT CHORD Rigid ceiling directly applied or 7-6-12 bracing..
VVIEBS 1 Flaw at midpt b -
JOINTS 1 Brace at Jt(s) _
E SE (1b) - Maximum GompressOrYlVlaximurn Tension
TOP CHORD 1- =0 t, - - , 3-4=-3603Y968,4-5--3134/878, 5-6--79158,6-7=-127/47
BOTCHORD ORD -1 -. 13363, 9-10---798/2725,8-9--798/2725,7-8=-798/272
WEBS -1 -269/136; 4-10---35711284; 5A0= -153M3; 3, 5-8=T 1 11348, -7--323;105
NOTES
1) Unbalan d r 1 -we loads ham been cmsidered for this design,
Wind: ASCE 7-02; mph; h= ft; T DL=4,8psfR BCL= . psf. Category 11; Exp Q enclosed; MWFRS gable end zone; canfifever left and
dght exposed ; end vertical left and dght exposed, Lumber DCL=1.33 plate gdp L�1. .
Provide adeq wits drainage to prevent water ponding.
4) T h is truss h as been desig ned for a 1.0 psf bottom ch ord I i e load nonconcurrentwftany other I ive loads.
This truss r u i res plate inspection per the Tooth Cou rpt Method when this toss -is chmen for qually assurance inspection.
This truss is designed in accordance t`r the 2003 fritgnat n 1 Residential Code dons R502. 11.1 and R802,10-2 and referermd
standard I 'IfT I1.
Girder carries hip end wfth —M right side setback 8-M left side setba* and 8-M end setback
Sig n assu ones W (flat orientabo n) purfins at oc spacing I nd icated, fastened mss T / 2-1 Od nal
Is-
Hang or other mnne on device(s) shall be provided suffi lent to support ooncentrated load(s) 8841b down and 2851b up at on
bottom chord, The designIselectan of such connection d ig () is the responsibility of others.
1 ) 1n the 'LOAD CASES) section, loads appl-led to the faoe of the tmss are noted as front ( or ba B _
LOAD CASE(S) Standard
1) regular: Lumber Increase= 1.15, Plate t Increase= 1.15
Uniforrn Loads p
Vert: 14---W, 4-6=-4 ,, _1 - , 7-1 - 1 (F_-1 )
Gonbnued on page
Dc -i re +,mid fcf rise t;,r +.ari h -14 k # _ Tvi# design i.; bQ ed only, 1.,lpcn purametcws oho , a rct is fc>r can indi\<JvLol b to ldri c wt.
ApplcolbUty of dli n pqroroentaproWin�-_�orpcco tlon of 1pccF-.nt is r #1Si bi [t " of bulUing d esu not truss designer. Bra Virg shown
is for I at ria I support of indMdual web mem ter� only. Addiflomil temporory bradN to imurevstabilty dvdng cxxistrvdicn is the responsibility of Ike
erector. Additionol pefrnaronni brodry of Me oveToll struckTe is the responsitAlty of its building d ig ter_ For general guidanoe regarding
fabricaf i gvallity ccntrol, storage, delivery, erection and bracing, consult ANSIfMl QuaMy r*et,'DS1.3? and SCSII &AdkV Comte
Inftmuftin availaUle frorn Truss FlIate irctitute, 5B3 00nofrpo DrG e Madison, WI5371 .
except
iW4�74
\(P%#^ O'9qT� OF \OP`Z'��
November 29,2007
7171 Greenbadk Lane, Suite 109
#rus H eiuMs, CA, 9561 U
Summit Truss t Anthony. ID
X3-15
4 F.
R27302132
6_300s Jul 112006 MTek I n es, Inc- Wed Nov8 14:35,32 2007 Page 1
4 I 5X6
6-3-12
Plate Offset Y - _ L2.-O-0-10,Edoel,[8-0-54,0-2-'81
5-10-4
LUMBER BRACING
TOFF CHORD 2 X 4 SPF -No-2 TOIL CHORD
BOT CHORD 2 X 4 SPEIo_
VVEBS 2 X 4 FBF Std BOT CHORD
VVEBS
JOINTS
REACTIONS Ob/size) 7=942/0-5-8,=111 2JO-5-8
MaxHo = (I id -case 4
Max Ldplif =-1 94 (Ica d case 4), 2=-261(load case
FORCES (ILS) - Maximum Compression/Maximum Tensinn
TOS" CHORD 1- /56, - =- x/497, =--2526.471, 4- L- 8 , `6=- ' , 6-7= 1
CHORD
BOT 2-9----52612459P -257/1037, 7-8---55/58
'REBS 3-9---305(171, 4-9=-30711638 4-8=-414/113, 5-8---5231195, 6-8=-20211 01
r 1 k
MT20
L z
Structural wood sheathing directly applied or 3-1-14 oc purlins,
end verticals, and -0-0 or, pu r ins (5-0-13 max,): 4-6,
Rigid oei1 ng dir app ll or 8-1.12 oc bracting.
1 Raw at midpt 6-7
1 Brace at t(
TOTES
1Unbalanced roof live loads have been Gonsidered for this design..
W n : ASCE -02; Vii, ph h=2 5ft; TC -CL= . f; B L= . f; Category It; Exp C; endue,' MWFRS ga kyle a nd zone; cant lever left and
right 'e pi ; end vertical left and iright expo- Lumber =1 r33pl'.t pti. =1. .
Provide adequate drainage to pent water po inr -
) This truss has teen deigned for a 10. 0 f bottom chord ie load nonconcurr t wAh any other i e I oads.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection -
6) Bearing
rti on-
arinp at joint(s)2cs) 2 cor*1ders parallel to grain value using AN I1TP1 1 angle to grain formula- Building signer should vel capacity
bearing sufface.
7 This toss is designed in ac=dance with the 2W3 Intemational Residertal ode motions R502.1 1.1 and R802.10.2 and reference
standard ANSIITPI 1.
Design assumes 4x2 (flat Mentation) purlins at oc spacing indicated, fasters to truss TC wl -1 Od nail .-
LOAD CASEM Standard
WAUUM
burr void fc9 use c>ny v th Wek cwt ors. This clesIgn is ba -5 o
upon Porarnoters r ond `s her cin indRviduoI b Oi component,
A p pica lei b ty <�f d e5j gr , pa rorr rr or-md propor i r�pofcg tl n Qf romponcnt I5 r 5 tsi-i i fy Q r Ovilaing aesigE - not IT uss des jg . Dra Ling
is for lateral suplocrt cf rndhAdual weab nrembkers only. ASI-iitiI fempCWaF r' bradng to imurestoblity dudng aons'hrocfian is the respcnsibillty ofthe
erector. Additi ond perrrianent bra dng of tho overa [I struct rare is t res porv-dNity of the, ID uI Dint d ea r. For g rol g k i o reg ardl rig
kibcl c ficn, qualitycontrol!, story er dei ti
, r a�n and >�4r_ld g, Car U It Aid 1 Y 9-6? and Fall � camp
Inform n avaiilc M� rY Ess Plate ll tl tv t �, 583 EYOncfrio Dflve, Modis ,. W1,53719.
Scale = 136A
NT O
9�
IpF �jF\5'Qpr���.
SER
Skml\
November }2007
Greenback Lan ep ate 109
Cid H ei0ts. CA. 95610
I
LOADING
(per,
- I
i
[ L
in
I )
Vd fl
Lid
TOLL
35.0
Plates I n e
IA5
TC 0.9
Vert(LL)
-0,1
TCDL
8,0
Lumber increase
1.1
'eTt(TL)
-0-29
-
180
ELL
0.0
Rep Strom Incr
'SES
M 0.62
Hor (TL)
0.14
7
n/a
rVa
BCCBCIDL
&0Code
IRC2/TP1 002
(Maw)
VAnd(LQ
0,09
8-9
>999
240
LUMBER BRACING
TOFF CHORD 2 X 4 SPF -No-2 TOIL CHORD
BOT CHORD 2 X 4 SPEIo_
VVEBS 2 X 4 FBF Std BOT CHORD
VVEBS
JOINTS
REACTIONS Ob/size) 7=942/0-5-8,=111 2JO-5-8
MaxHo = (I id -case 4
Max Ldplif =-1 94 (Ica d case 4), 2=-261(load case
FORCES (ILS) - Maximum Compression/Maximum Tensinn
TOS" CHORD 1- /56, - =- x/497, =--2526.471, 4- L- 8 , `6=- ' , 6-7= 1
CHORD
BOT 2-9----52612459P -257/1037, 7-8---55/58
'REBS 3-9---305(171, 4-9=-30711638 4-8=-414/113, 5-8---5231195, 6-8=-20211 01
r 1 k
MT20
L z
Structural wood sheathing directly applied or 3-1-14 oc purlins,
end verticals, and -0-0 or, pu r ins (5-0-13 max,): 4-6,
Rigid oei1 ng dir app ll or 8-1.12 oc bracting.
1 Raw at midpt 6-7
1 Brace at t(
TOTES
1Unbalanced roof live loads have been Gonsidered for this design..
W n : ASCE -02; Vii, ph h=2 5ft; TC -CL= . f; B L= . f; Category It; Exp C; endue,' MWFRS ga kyle a nd zone; cant lever left and
right 'e pi ; end vertical left and iright expo- Lumber =1 r33pl'.t pti. =1. .
Provide adequate drainage to pent water po inr -
) This truss has teen deigned for a 10. 0 f bottom chord ie load nonconcurr t wAh any other i e I oads.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection -
6) Bearing
rti on-
arinp at joint(s)2cs) 2 cor*1ders parallel to grain value using AN I1TP1 1 angle to grain formula- Building signer should vel capacity
bearing sufface.
7 This toss is designed in ac=dance with the 2W3 Intemational Residertal ode motions R502.1 1.1 and R802.10.2 and reference
standard ANSIITPI 1.
Design assumes 4x2 (flat Mentation) purlins at oc spacing indicated, fasters to truss TC wl -1 Od nail .-
LOAD CASEM Standard
WAUUM
burr void fc9 use c>ny v th Wek cwt ors. This clesIgn is ba -5 o
upon Porarnoters r ond `s her cin indRviduoI b Oi component,
A p pica lei b ty <�f d e5j gr , pa rorr rr or-md propor i r�pofcg tl n Qf romponcnt I5 r 5 tsi-i i fy Q r Ovilaing aesigE - not IT uss des jg . Dra Ling
is for lateral suplocrt cf rndhAdual weab nrembkers only. ASI-iitiI fempCWaF r' bradng to imurestoblity dudng aons'hrocfian is the respcnsibillty ofthe
erector. Additi ond perrrianent bra dng of tho overa [I struct rare is t res porv-dNity of the, ID uI Dint d ea r. For g rol g k i o reg ardl rig
kibcl c ficn, qualitycontrol!, story er dei ti
, r a�n and >�4r_ld g, Car U It Aid 1 Y 9-6? and Fall � camp
Inform n avaiilc M� rY Ess Plate ll tl tv t �, 583 EYOncfrio Dflve, Modis ,. W1,53719.
Scale = 136A
NT O
9�
IpF �jF\5'Qpr���.
SER
Skml\
November }2007
Greenback Lan ep ate 109
Cid H ei0ts. CA. 95610
--Tc-)ty
j o b Truce Truss Ty.pe
5"o JF7 1 PECIAL 11
aim d Tr'uts, S1 Anthony, ID
1-&0
6-3-1
4
Ply I JERK VALENTINE
7X 14 MT2
4
I
6-300 s Jul 1 1 2U66 KTek 1n+duni, Anc-
7-[-0
R21 1
Wed Nov 281 - :31 2007 Page 1
5X'6 T
ItAu 3.00 F1-2 b
6-3-12
IG -4
IG -0
Scale = 1 ,42..9
Plate Offsets X Y : f2:0 -2 -5'Q -()-1;g L4-60-4-1320-2-81, .0-5-4 x-2-8 -.. ..�
LOADING
fpm
SPACING
2-0-0
GS!
DEf1
in
(loc}
Udefl
Lfd
TCLL
35_10
Plates Increase
1.15
7C 0,61
Vert(LL)
-0.19
8
X999
360
TCDL
8.0
Lumbe►lnmase
1_15
BC 0_77
Vert(TL)
-0.32
2-8
>698
1$0
BCLL
0.0
Rep Stress Incr
YDS
VI1B 0.55
Norz(R)
0.17
fi
Na
Na
BCCA
8.0
Code IF2C2003ITP120D2
[Matrix]
Wind(11)
Q_fi
8
X999
24E7
LUMBER
TOP CHORD
BOT CHORD
VVIFBS
4SPF .
4SPF NO.
4 FBF Stud *Ext*
4FF Io.
ACTIONS Ib/ iZa 4 - -8, =11 ' -5-8
Max Horz 2=265(load case 4)
Max UPId&---1 (load case )p 2= r(load case
FORCES Ob) ` Maximum CoMpression/Maximum Tension
TOP CHORD 1-.2=0156, - ---2738, 3-4---915/1,83, 4-5=.,732/207; 5-6--884/[9
BOT CH OR D 250712 389, 7 - -i/2385,'--63/63
,EBS 3-8--182/1248, 3,7=-17901457, 4-7=-217/151, 5-7=-188/907
E30T CHORD
SBS
JUT
I
PLATES
GRP
l T 0
185'144
MT20H
1391108
StTwturaf wood sheathing directly applied or 2-10-2 oQ purjMs, except
end verficals, and 2 -0-0 oc pud1ns ( -1 M max,): 4-5.
Rigid ceiling directly applied or -2`11 oc bracing.
1 Rcw at midpt 5-6,3-
1 Brace at Jt(): 5
NOTES
1) Unbalanced roof live loads have been Wnsidered for this design-
2)
ign_
=4 8Psf, Category II, Exp- en ori; MVVFRS gable end gone' cantilever left a
right exposed. end vertical left and night exposed; lumber =1.33 plate gnp L-1- .
Provide adequate drainageto prevent water ponding..
4 Th i s tru es has been designed for a 1- 0 p f boftom chord I e l d o onconcu rr nt wh a ny othe r Ise i d-
All plates are I T O plates unless other indicated,
Th is truss requires plane i nspecbo n per the Tooth Count Method when this IS hosen for u a l0 a� ra r Inspection.
�' Bead at 'Dint � '"`
. ) considers parallel to grain lu using S1fT I angle grain uta, Building designer houId verb cameo of
bearing s urra,
Th is truss is designed i n a crda nee, wM the, 2003 1 nte rn at real Residential Code dons R502. I I - 1 and R8021 0.2 a nd referewed
standard ANSVTPI 1.
assumes 4x2 (flat ode ntab on) purlins at 0c spacing indi ated, fastened to truss TC wl -1 Od nail -
LOAD CASE(S) sonrd
WAG - Vern RZ4D ND7TS 0 Affr"R9FEXWA= PA ` ?r-773 BEFORE IV=
Design void for use only with l k cetcfs. Tads desfg , is bond cir4y vpon para n- t awn, and is for ars indh+dual bpi$ding cor porent.
Appicobilty of ad r) paran-entefs and proper 1:r orporation of component is :r tsii Ety of building designer - not truss -designer. Brocir)gi shown
is f lateral support of indhAduai web members only. A<Jditics I temporary brocing to insure sto t iity duning con.,trucfion is the re-spoebbility of the
erec Ford A dd itl Ierre rr r t �0
p of ihia pro al sty#vr as tk fpon!� bd ty of the bridi N dg rr. For generol guld crice reg ordi r
fabdcation, quality controL storcig f delver, ereCtion Ond braCing, Qonsult AN 1 Qucay C&edcL OSS -89 and SCS11 SWUft C
-S4*1rW*nTwftn avoilable from 1 russ Pkv to irsti , fate, CYfno tri &t Ma
diso W1 5Y19,
November 29,2007'
4.
� i pi ra rmra EW
7 . Lane. SLAte 109
Citrus H eiig # , CA. 9$10
Job Truss jTrusstypeQty
5W F6 ISPECIAL
ummft Tiuss, St An"My,
k
P-1
m;z_-
1_6-0
6-3-12
nnn
ply l JEREMVALENTINE
1
,fob Deference
63W S Jul 11
U14 IT1 -i ~Z,-
do na d
ffek Industries, inc.
5-2-4
R21 0
Wed Nov 2814.35:3(1Pale I
4 X 0 7
3, 12 5 4x4
6:112 12-2-0
6-3--12
Plate Fsets:C - 1 1 - -1-
L
(pA
TOLL
35.o
1 CDL
.0
BIL
0.0
BCL
8.0
-'
Plates Increase 1.1
Lumber Increase 1.1
Rep Strom I n r YES
Code I C2- 0a3fTP 12002
LUMBER
T PORF No -
T CHORD 2 X 4 SPF -
WEBS 2 X 4 FIl= Stud
REACTIONS Osilzle) 2=1112/0-5-8,7=942)0-5-8
M
=1112/0,- - . =942 - -
1 :Hor ::-- (load case 4
Max !U pl ifs=- 7 (load case , 7=-1 70(load case )
5-1 D-4
6- 1 G-0
TC x.81
Vert(LL}
BC 0.75
Vert("fL}
1►II$ 0.60
Morz(TL)
(Matrix)
Wind(LL)
6- 1 G-0
MACING
TOP CHORD Structural wood sheathing directly app#ied or 2-11-13pudin ,
end verticals.
BOTCHORD Rigid ceiling directly applied or 7-9-10 oc bracing.
WEBS 1 Raw at rn idpt 3-8,5-7
FORCES(lb) - Maximum
ium .rpre sign./imurTen
r
TOPD }- ,L-—sL804ro53a '-T8/16,4-5=mJ 36/1 2, 6 =- 1 42/
1 1 F 6-7 =r 11 1 J
BOT H ORD D —9"-56M459.
9 6Me — —� 6, 7-8---951549
4
WEBS 3-9---2n12681 3-8---1957F534, 5-8---69/489, 5-7=-8!901178
NOTES
1) Unbalanced roof lire loads have been yrs ld r d for this design.
nd: ASCE 7-02, 90mph, h= ft T L ._ pst; CDL=4. pp f; Category 11; Exp C, enclosed; MSS gable end zone; Cantilever left and
dght a posed , end Vertical left and tight exposed', Lumber =1 y33 plate grip DOL=1 _ ,
This truss has been dned for a 10.0 psi° bottom chord live load nonooncurrent Wth any other live loads.
4 All plates are IT plates unless r ri indicated.
This truss requiries Oate i rispection per the T ooth Count Method when th is truss is chosm fur q ual ity assu ra nee in spect on.
Bead -ng at joint(s) 2 considers parallel to grain value using J l/fPI 1 angle to grain formula. Building ldin designer shoukJ verify capaC4 of
bearing surface_
7) This truss is designed in ac=dance with the 2003 Intemational Resiclential Code secbons R502.1 1.1 and R802.1 0.2 and mferenced
sta nda rd ANS VTP1 1_
LOAD CASE(S) Standard
WARNHfG - NOT= ON TMS AM Z1VW7MW M=K MOMPUMM PAW 7473 ZUWX= UW.
sig n valid for use on h� th MTek -ccr ti+r' fors. TN�s d esign Is bosom " upon aro r- shown, a rxd is fbr on ind[F 4duol b kA lid i �--pmocfjent-
i bFi tyr of 0 go -1 pufU r r ter 11 r� ur wi pfopef IncQrpora i1 4 OT rri T IS reSPOMIN It'd' OF bVi IdIN de 1 gra - not trurss dedg ner. Bra ci r`
is for lateral support of i nd r id ata I web m6—m rel . Addii tior-)a I 1 emporo ry bmcirg to inare sto bilty d urir r "Ofior� Is the responsibil1ity of the
t�r ctor- Add iti-ora i porr-rar -lt bfccxr or overa 11 sfruc,-t ure as the respbwti ty of i P- buFU ng desig rr- For garoefoi guld a r reg ardi r
fol:)h 'ticx-�, quairf c r)troI, storage, Cleivviy, prti b racing, cor'°a vat ANS41M 1 Quefty C e
Weft, DSB-8? Gond $0311 BLAding Comte
So" I an a voiiiat> frcm. Truss PIC InOtut , , IYOnoffio Neer Modiscon, W I Z5'V-1
Scale =1,47.3
except
0
O
9 qTF
OF\
A.
�P��•
G
'SFR
S-1
��
November 29,2007
R
7711 Greenback Lane,, Suite 109
Heights, CA, 9W1a
de
>999
360
MT20 1851144
0
8H 1851144
0-12
9
99
4
Weight.- 0 1b
MACING
TOP CHORD Structural wood sheathing directly app#ied or 2-11-13pudin ,
end verticals.
BOTCHORD Rigid ceiling directly applied or 7-9-10 oc bracing.
WEBS 1 Raw at rn idpt 3-8,5-7
FORCES(lb) - Maximum
ium .rpre sign./imurTen
r
TOPD }- ,L-—sL804ro53a '-T8/16,4-5=mJ 36/1 2, 6 =- 1 42/
1 1 F 6-7 =r 11 1 J
BOT H ORD D —9"-56M459.
9 6Me — —� 6, 7-8---951549
4
WEBS 3-9---2n12681 3-8---1957F534, 5-8---69/489, 5-7=-8!901178
NOTES
1) Unbalanced roof lire loads have been yrs ld r d for this design.
nd: ASCE 7-02, 90mph, h= ft T L ._ pst; CDL=4. pp f; Category 11; Exp C, enclosed; MSS gable end zone; Cantilever left and
dght a posed , end Vertical left and tight exposed', Lumber =1 y33 plate grip DOL=1 _ ,
This truss has been dned for a 10.0 psi° bottom chord live load nonooncurrent Wth any other live loads.
4 All plates are IT plates unless r ri indicated.
This truss requiries Oate i rispection per the T ooth Count Method when th is truss is chosm fur q ual ity assu ra nee in spect on.
Bead -ng at joint(s) 2 considers parallel to grain value using J l/fPI 1 angle to grain formula. Building ldin designer shoukJ verify capaC4 of
bearing surface_
7) This truss is designed in ac=dance with the 2003 Intemational Resiclential Code secbons R502.1 1.1 and R802.1 0.2 and mferenced
sta nda rd ANS VTP1 1_
LOAD CASE(S) Standard
WARNHfG - NOT= ON TMS AM Z1VW7MW M=K MOMPUMM PAW 7473 ZUWX= UW.
sig n valid for use on h� th MTek -ccr ti+r' fors. TN�s d esign Is bosom " upon aro r- shown, a rxd is fbr on ind[F 4duol b kA lid i �--pmocfjent-
i bFi tyr of 0 go -1 pufU r r ter 11 r� ur wi pfopef IncQrpora i1 4 OT rri T IS reSPOMIN It'd' OF bVi IdIN de 1 gra - not trurss dedg ner. Bra ci r`
is for lateral support of i nd r id ata I web m6—m rel . Addii tior-)a I 1 emporo ry bmcirg to inare sto bilty d urir r "Ofior� Is the responsibil1ity of the
t�r ctor- Add iti-ora i porr-rar -lt bfccxr or overa 11 sfruc,-t ure as the respbwti ty of i P- buFU ng desig rr- For garoefoi guld a r reg ardi r
fol:)h 'ticx-�, quairf c r)troI, storage, Cleivviy, prti b racing, cor'°a vat ANS41M 1 Quefty C e
Weft, DSB-8? Gond $0311 BLAding Comte
So" I an a voiiiat> frcm. Truss PIC InOtut , , IYOnoffio Neer Modiscon, W I Z5'V-1
Scale =1,47.3
except
0
O
9 qTF
OF\
A.
�P��•
G
'SFR
S-1
��
November 29,2007
R
7711 Greenback Lane,, Suite 109
Heights, CA, 9W1a
Summit Truss, St Anomy, IBJ.
Truss Truss Type7�'� ��� �ILE�(TIME t
F SCISSOR
Job Referen-
6.300
7-6-13
IBM 12 5
Wed 28 14!3
a
5-2-4
Mate r
IK -10T -11"7-F
"�
TCLL
35.o
TCDL
0
9CLL
0.0
B..
8,.0
L
THE T1 TIE VVI D LOAD APPL1 T THE TRUSS SHOWN
1 13-9-12 1 10 ,
7-x-1 3
6-2-15
SPACING
2-04D
CS1
DEF,
I n
(1 )
Udefl
Lid
Plates Increase
1.15
TC 0.84Vert(LL)
-0-19
Lumber I ri es
1.1
x.85
rt(TL)
-0,37
2-9
>608
18a
Rep Strom Incr
YES
VM9 0.37
Harz TL
0.20
10
n
r
Code I 'C2'TPI 002
Mat )
Wnil(L L)
0.11
2-9
>999
240
TOP CHORD 2 X 4 SPF °a.'
BOTCHORD 2X4SPFNo,2
WEBS 2 X 4 HI- Stud
ACTIONS (Ib,z) =11125, 10--942/0-3-8
Max Horz2=2380oad case 4
Max UPIi =- 1 oad case 5), I 0--z- 17 0 ioad case
FORCES b) Maximum mpras or 1a rmu Tension
TOPCHORD 1 � /561 2-3--s /499, -- = -1280/18 r - --• 11 1. l , --1 W2 ,
ESOT D-9-- 4 1/2 1 , -- � X10, 7-8=->�1
�BS 3-9=01267, 7y 3.7- —1241/1,5-8=-37/542, 6-8=-1521979
_ f
Ole 0 -
-4
PLATES
MT20
V\Lai ht_ 72 Ib
1
4
10
Rt
R27302129
2007 Page 1
Structural wood sheathing directly appi-jed. except end verticals.
Rigid ceiling directly appsied or 8-2-4 oc bracing,
1 Raw at f Idpt 3-8
7-10-,t-942(170, 6-7=-915JI66
NOTES
1) Un bal anced roof I lve I oa s have been mnsidered for th i s desig n
''i n q ern ph; Ia; 4.8W- BC= rf 111T Exp Q en i rlt+fr 11
artd
right exposed : end vert l left and right expo @ Lumber DCL=1. 33 ply gfip DOI-=1, 33.
This tru ss has been designed for a 10.0 psf bottom chord I irve load nonoon curr nt with a ny other Tire loads -
4) This truss requires atinspection n per the Tooth Count Method v4ien this tfussis chosen for quality aswrance inspection.
Bea r -Ir' t( , 10 con siders parallel to grain va lue using ANS VTPI 1 a ng le to grain torula. Building de i.gner ShouId verify Ca pacit
of Learing surface,
TMS truss 1s designed in accordanoe wdh the 2W3 I atemationaI Res Idl ntial Code dons x.11-1 and R802.10.2 and referenced
standand ANS VTPI 1_
LOAD CASE(S) Standar
dWgnpUl*rw =d =AD Wn=CW nM AM DIMMM, M=K
Desig n va lid for v -se on ly with #4`'liTek et a TN s deSign is bas d Upon perro rr t+ I -Own,. and is fcX ars hdi�hd va i bL 6ir c r"pc)r f_
AppicabiGty of d sign rc3r*ferS Cjpfoper incoq2Kxczffon of component Is respersibility of building designer- rot trvss designer. Bradng shown
is for lateral support of it -,widual web n-embdift I temporary abracing to insvestobilty d u�r tractis the r45spon�blliity of 1 h
e.
er for_ Addilicnol rr r r -rt bradnq of ti ov roCi acture is 1 resp ibdty Of the bulI+vT d rPErr For gereral guid.f�r regarding
fobicat icn. q u a H ter ccntroL storage, delivery, ereclion and bracing, cormult ANZ1flN 1 Qum* ll� , rDSB-89 and 9CS11 LAkftv Com
Sciety IrmfommM n a v�iilabk-, fry True Pb to lr,&#.tote, 5B3 Ufriogyve, Ma dls+ I• SV 19-
Basle = 1:x'3.2
�p
(Po
9��9TF OFA.
OF
November 29,2007
MiT
7 Greenback Lane, SOW 109
Cid., CA, X10
Truss ..... Truss Type
r r
SPECIAL 7
$Umim it Truss, St Anthony, I D
Aikeld.-
I
n
7-&1,3
0
6-2--1
3
Ply I JERW''' VALENTINE
1
Job Reference
0 s .Jul 11
mal)
IndusWr s, Inc. Wed N 1 4;35:27
B-2-15
2-6-13
PIate t LG . 11. -1- . ]
LNG
2-0-0
TCL
35.0
TCD-
(foc}
BCLL
0.
.E DL
8.0
LUNIBJER
TOPCHORD
TIS THAN THE WIND- D LOAD APPLIED TO THE TRUSS AS 81-10M. 2x4
7-6-13 — r 13-9-12
7-6-13 B-2-1
0-0-11 22-7-6
6-2-15
SPACING
2-0-0
CSS
DEFL
in
(foc}
I/deff
Vd
Plates lnrJrease
1.15
TC 0.90
Vert(LL)
-0.28
1-9
?965
360
Lumber Increase
1.15
BC 0.84
Vert(TL)
-452
1-9
X521
180
Rip Stress 1nCr
YES
VVT3 0.52
Norz(TL)
0.32
10
Na
n!a
Code IRG20031TPI2002
(Matrlc)
� Wind(LL)
0.17
1-9
X999
240
SP F 165OF1. 5EWi t*
3-5 2 X 4 SPF I.
4 ,SPF 165OF 1.5E t*
PFo.
HF Stud
REACTIONS (l /tee) 1=1143/Mechanical, 1 ' 11 "
Max Horz 117 (rod case 4)
Max UPIftl X21 (load case ), 1 -1 (load case 6)
13
PLAN
MT20
10
RN
cl
6
V -
C4
R 730 1 7
Page 1
Sr-ade =1,43.6
Structural wwd sheathing dimly applied, except encs vertcals.
Rigid ffiln direr applied or -0 oc bracing,
1 Row at midpt -
FORCES Ob)- Mi um CompressionfMaximum Tewon
TOP ORV 1-2=-35291'574,2-3�=-2lO9f352,3A---2098f365,4-5=-148Of23676-10--1143(188.,5-6=-1130/169
BOT CHORD 1— 121, 8-9=-640131093 7-8---156/1377, 6-7=A7/
WEBS _9=M 7, =13081436,3-8=15311237p 4-8--571546 3 4-7--708/1'76,5-7=-21311393
NOTES
1) Unbalanced roof live loads have been considered for this design,
' n ; ASCE 7-02; 90mph; h= ft; TCD= , 8psf, B . 8psf; Category 11; Expenclosed i MVVFRS gable end zone, ca rifilever left and
right exposed ; endvertical left and night fid; Lumber =1.33 prate grip L=1,33.
Thi s truss has been desig nod for a 1 QF0 psf bottom chord We bad non co nouffent wth any other live loads.
4) This truss requires prate i n e n per the Tooth Count Method when this truss is chi for quality ass.urarl� inspection-
Refer to Ir for truss to truss connections.
ead7 n point() 10 considersparallel to grain value using ANSI/TPI 1 angle to grin formula. Building designer should ver4 capacitycif
bearing surface.
7) Th is truss i s designed i n a xorda noe wfth the 2D03 I me mationa l Residential Code sechons R502. I I . 1 and R802.10.2 a nd refererowd
standar ANSI/TPI +1
LOAD CASES.) Standard
WARAMM A "�
s .t•� �s eta' TW -5 AND Vi RE11WEAPM PAGC "-7473 oRK
Desig �t
n va id for use only W th -Tek ccrrx5i-,fors. Th s cd esign i s b ase�d Iy up on pa rcr r -w --t shcwr% ond is f0r or) Ir dl d ria I b 4 Ung car rperiet.
Ap p1cobi Uly Of d esign pa ria mentem prep ir)corpera fion of
is for Catera! Mport of lndMduol web mernbers ons_ Addihonal temp<xary broc to insurs, sto bity d un trucfi on is ftp re� d billity of the
erector. Additional p&m-oanenf bmcinq of the, overcrIJ d +icty is t responsIbilty of 1he bui ding d i firer. For uidar Tegarding
f err rrrr t a 0 orog , deicer, + ti or bradn � c ult N 1{11 � Com, DsB-89 1 1 � Comte
�ti�i, �4��G� ��� st
bi ra CLQ Plate Ir` t1t ', E)` MO Nve, # crdl5m, W1 53719.
(POAOF
p
9\FH S
November 29,2007
a
iia
PO = r, 1UMjj '
7 Gam,& 1. r, Suter 1 c$
Obw Heights. CA. 956-10
Job Truss IC4
Truss Type Ply JEREW VALENTINE
5W F2 SPECIAL
Mrrltk Truss,Anffmy, 10 S Jul 11 2DD6 Wek InclusHes. hna.
.9
reg
4A =
R27302126
Wed Noir 2814:35-. a 007 Fuge 1
5-6-15
Scab s 1:39Y
3X4 11
4L.Of t-%-Fl/A Lj t r L-ir 1j ! 1 rlG 1 f uc1 o fA r1QVV1N'
--- 7 .� 13-9-12 -7-8
7-6-8 6-3-4 B-1
P I aterts� fl -G-1-5,0-0- :0--4 1
LOADfNG
(per
SPACM0
2-M
CSIIDEFIL
In
Io)
I/deff
Lid
TOLL
35.E
Plates Increase
1.15
TC 0.97Vert(LL)
-0.27
8
>986
360
T DL
_0
Lumber Increase
1-15
EC 0-76
Vert(TL)
-0.50
1-8
>541
18
BCLL
0.0
Rap SVess Iner
YE
t 0-61
Hor TQ
0.3
9
Iia
n1a
BCDL
8-0
Code 1 'C2003fTP1 002
(maw)
nd(LL)
0-1
1-
240
4 SPF k.
4 SPF No. 2 *Ex pMt*
1-7 2 X 4 SIF 1650F 1.5E
2 X 4 HF Stud
REACTIONS ibls I= 11 43/Mechaical, 1 14 l
Max Horz I =255(load case 4
Max UpIdl =-204(load case ), y34(loa d case 4
FORCES (1 - Maximum Compress4ort/Maximum Tension
TORC&WAD, ..
130T CHORD 11-8=-6M229 7-8=-53412206, 6-7=-42911488
4-6---1826/455
MT20
ar
SII
TOPCHORD Structural wood sheathing d re applied r 2-2-0 purlins,
end verlicals, and 2-0-0 oc puffins ( -7 max-)- - .BOT CHORD Rigid oeffing diteeny applied or -4-1 cc bracing-
AEBS 1 Flow at m idpt
JOINTS 1 Braoe at alt):
NOTES
1) Unbalanced roof live loads have been considered for this din.
Wnd: ASCE 7-02, 90mph; ha l ; T L�4-�; 8 1 = W
- � or 11; Ex P enosed: MWFRS gablen d zone ca ntileve r Ott an
right expose ; end vertical left and right axed; Lumber L= 1.33 plate g ri p L=1..
Provide adequate drainage to prevent water ponding.
This t wss has been designed for a 10.0 psf bottom o live bad non recurrent with any other live loads_
This truss requires. late inspection per the Tooth Count lel when this truss is chosen for q uaf4. assurance inspeon.
Refer to g i rd er for twss to #uss con neti ons_
7) Bearing at joint(s) ns f parallel to grain value using ANSWrPi I anglie to grain formula. Building designer shoWd verify capacity of
bearing surface.
,8) This truss is designed in accordanoe with the 2003 I ntern-at i rra l Resi r(ba1 Ce bions X2.11. 1 and R802-10-2 and referemed
standard AIDS IST P 11.
Desig n assu mes 42 (flat orientation) pu rtl ns at oc spacin g i ndicated, fastened to m ss T / 2-1 Od nails.
LOAD CA's( Standard
WAIVWG " V
` r void for use onrrAth MTek ccrneactc . 7'hs c ign is lea-s.e-,d or dy vpon para ntern st-�-P, und is ADr an indi dol b;.A ding corn pc�r lt.
Appica b1It ofd t r) parament s proper ircorporatii of cc por t Es r b Ity of budkJ [ng desig rkef- not truss design, -,r. cing shown
is For [OteraI uPport of irdii dual vo�-,b r ben anfy. Additonal ternporary bracingtc 1risure slai city cjyr ng cor�strijcficn is the respcnsibil5ty of # -P,-,
erector. Additional permonent bra cin of the oma If Oructixe is the rip Ulity or the I v ld i �a�� rte_ � �er� l arida arm r ardi 4
fa .t ter ua trol, stcra % ilei `
ti cam, arm k�a'��t ��� i# ANt;W � 1� i�$�-0�' I'
SaWy Irt an a ailc bl frcx�r, n Plate hr�stit t 3 o [dive, Modism,W1 53719,
except
Cn
1
N� Q
.00 9 qTF OF �
<�FR
sop
November 29,2007
V
P W +- P€xey5rw.. -
7777 Greenback ane, mite 109
#rus H ein s. CA. 95610
.lJob Truss
Truss Type My Ply JERK VALENTINE
5840 F1
MONO HIP
rrnrnit Tress, St Anthony, 10 � Job I fern o -proal
6.3CO s Ju# 11 20M1r"I" Ind Wes, inc
_..
4-5-1a
U6
4
6-2-0.
3x: B --
R27302125
Wed Nov 28 ` 4.35,76 2007 Page I
6-5-8
Scale s 1.41.
3x4 11
r 1 u 7 8 i
3X8 Tr �• 2X4 11
6-2-0
r%- A
P Late 0ffsets LX, Y), :0- -11. Ed
LOADING
(psf)
SPACING 2-0-0
GSI
OEFL
in
(Ioc)
Ildeft
Ud
F'U4TE5 GRID
TGL,L
TCDL
35.0
8.0
Plates Increase 1.15
Lumber Increase 1.95
TC 4.78
Vert(LL)
-0.20
2-10
>999
360
MT20 181144
BCLL
0.0
Rep Stress Incr YES
BC 0.64
WB 0_51
Vert(TL)
Horz(3L)
-0.47
i#.Ofi
2-10
7
>SEhi
nfa
18a
nfa
BCD
8.0
Cede IRC2003lTP]2002 �
(Mam[) �
Wind(LL)
0.04
2-10
>999
240
Weight: 951b
4 SPF No.
FF Io,
4 HF Stud
REACTIONS (I bl ed 7=1129/Mechanical, 2=1295/ 5-
M ax Horz 2=2 2 2 (1 oad case
Max Upl=-7(Ioed case )a --(load case
FORCES Ob) - Maximum Compressiort/Maximum Tension
EMN
TO CIS ORD
TOIC --I R 1 j- � , � =-1943 29, -1535/2 (), 4- moi O # 5- _- 1, 6-7 = -247
r{y
I..eOT �fl 1�../Y lD 2 -10=-35911632,9-10=-27311105 2 8-9--273/1105,7-8--273111-05
SBS -1 -4471192 1 O, 7 , -10=-7 , , 5-7=-1337f281
3X vs�.
Slructura I wood sheathing d i rectly applied or 3-9-10 oc paldIn s,
end vertis , and pu d i n (4-8= r ax. Y 4_
Rigid ceiling dirEKtty applied or M-5 oc bracing.
Row at midpt _7
1 Brace at Jt) :
NOTES
1) Unbalanced riot live loads have been cmaidered for th is dein.
ind: ASCE -0, 90mph; h=25ft, Tom= . p f, BCCt-= .
0W Category 11; Exp Q enclosed; MWFRS gableendzone; cantilever left and
right a ped F end vertical left and right exp, Lumber =1.33 plate gill DOL=1. .
Provide adequate drainage to prevent water ponding -
4) Th i
ondin -
hi truss his been desigrel for a 10,0 p f bottom chord I ive load no noo neurrent with a ny other Ii load s.
Th. ts truss requires uir lii � per #�h Count Method when this Is chosen fbr quality assurance Inspection-
6)Refer to girder(s).). for truss to true connections.
7 This truss is designed in accordanoe wig the = fnt rn ticill Residenfial Code sections R502-1 and R802-10.2 and referericed
standard I I F 11.
8) Desig n assumes l (flat ori e t do n) purfins at oo spacing l n dI•oated, fbstened to truss T / -1 Od nail _
LOAD CASE($) Standard
V design pcu axwtl and AMW Mnll l AND MCLUDED Xr= X7473 RMPORE Oss,
Design void fcw � a I�r Wth 7e � # . TNs d�si n is baste I` l� (mss
� � � p �rorrt , o� is on ir�iivtdu�l br.aridi ce�f_
pRcci grit otd�gn w ten rtd pro[ ire
er r tip Qf Corry . - � ' 4 g - rpt truss deli r_ Bracing �� �� :rte ��� �� t��i�d� �
is fcr Ict r i sUPPOld of it ridual web rrem ons. Aldibore I temporaryt"r'e"r tO ins" cfitY dvOng c-0r)5tTvc1cr'tS tt-�e responsibility of the
erecta. A ddifiond perrrka rient bracjr of the ov z�ra Jl strrctvre� is the irponsj l ly of The, buIll c teugner, For gerperl guld a reg ori
Fabrioalir quait trel, storee, delvefY, ereCfi'Qn and bre r , cult AN S/M1 '� Col st-sip 1 %�i compote
,�% �n ovciiicible froom Truss plot Ir�fiturer , D' RiO UV . adis J W1 }-
r
Nj, O
OF
SFA S�/
November 29,2007
lmmwilekke
P Wrjff r CjWM °�-
G Mmback Lane, SLite 109
0hus He'
s, CA, 95610
JobR
Summit Trs!s, St'Anthony, 15
9
Truss Triuss Type .- Y-- �--
Qy Ply JEREMY VALENTINE
I= MONO HIP R27302124
JC)b Reference
6ZOD Jul 1120% Indu
A hc. VM 0 1
435,25 2007 Piage 1
+x-5-4
X12
4
t
r
2X4 11
5-0-4
to
Scale = t Al :d
4X12 '� idc 11 10 9 8
W= = 3X6 11 Bx 12�
4-8-12 4-10-8 4
----------------------------
30
LOADING (K
SPACING
-
1
DEFIL
in
J
d e.fl
Ud
TOLL 35.0
Plates I n e
1,15
TC 0, 98
Vert(LL)-0-21
10-12
TIL 8,0
Lump Increase
1.15
BC 0.65
BOLL &0
Rep Stec 1 n r
NO
WB 0.92
Wort TL
0.07
8
n/a
n1
BCOL 8-0
Code 1RC2P 1 02
bix)
Wd LL
0.1410-12
240
LUMBER BRACING
TOP CHORD 2 X 4 SPS No,2 TOIL CHORD
BOT CHORD 2 X 6 DF SS
WEBS 2X 4 HF Stud *Except* BOT CHORD
5-12 2 X 4 SPF No. , 5-9 2 X 4 SPF No. , 7-9 2 X 4 SPF Nu.2 VEBS
Ji T
ACTIONS l b/ i•; e) 8=2936/Mechanical, 2--2616/0-5-
Max Ho =1 81(load ca 4
Max U p] ifs-- (load case 4),.2=-701 .(loci case )
RCE(Ib) - Maximum Comp 1m u m Tension
PATES
MT20
Weight'. 118
F67,Th M_
04 [ 1
Structural wood sheathing directly applied or 2-3-7 oc purfins, except
end verticals, and 2_0-0 oc puffin (2-8-9 max,): -7.
Rig id cei I i ng d i rectly applied or 7-5-15 oc b radi ng,
1 Row at midpt 7-8,5-9
1 Brace at A(s): 7
TOIL' CHORD 1- , 2-3---490511274, 1258, 4-5---405311,133, 5-6---30231879P -7=-3023/879, 7
BOT GI ORD 2-12---1204142761 11-12=- 126514 1 & 11 =-1 26514388, -1 -1 65/4388, 8_9=- 0
WEBS 3-12---24111319 4-12=-49-2117665 5-12N4-574/1574 5-10-337/1111, 5-9;_-1 742/492, 6-9-1 I'153, 7-9=-1 052/3769
NOTES
1) Unbalanced roof live loads have been cmsidered for this design.
Wind: ASCE 7-02; omph; h= ; TC.,= , f; BCDL=4-8PSf, deo I]; rightLumber � ; enclosed;
ib1e erd f n�fer It andright �d; end r4oal left and axed; DOL -1.33 plate gni_ L=1-33.
P rovi de arcuate drainage to prevent water ponding.
This truss has been d iglied for a 1 Q.0 psf bottom chord [hie i d non co ncurr nt wfth any other 1e loads-
This truss requires plate ire mon per the T th int Method when this truss is chosen for quafty assuranceins ion_
Refer to gird r() for t russ to truce con n iole ,
I s truce -is designed i n a000rda noa with the 2003 1 nt matiolna l Res idenbal Code moons R502. 11, 1 and R802. 1 . 2 a ncd refer
rpced
standard ANSUTPI1.
Girder canes hip end with 0-0-0 rigtA side s tbac -0-0 left side setback, and rid setback.
Desig n assum es 4x2 (flat or-entation) Wins at 0C Spacing indi oated , fasted to truss T / -1 0d nal1 .
1 ) Han or other connection device(s) shall be provided ~ ri i rit to support concentratedload
on bottom chord. The dasi n/se lac inn Of such oonnecbon deviis the upon i bi l iffy of others.
11 ) In th-e LOAD CASE(S) moon.,, ids applied to the fboe of the truce are noted as fr=ont ( or lack (B),
LOAD CASE(S) Standarcl
1) Regular: Lumber Inoro z1.1 , Plate Ina j.1
Uniform Loads p
Vert: 1-4---86, 4-7=-43(F"--43), 2-12=1 6. 8-12_-212(F=-1 96)
ntinued on page 2
WAMMM -
ign
'' APW Wczzalw APT= 3RffJA:ZX PAGE X7473 RMr0RZ M.
D igr� void fbr use, onfy Wth MTak C lic _ Ti' s des€cpr) is based cnfy upcn parometenshum, and iS ror an indhAdual biAlding comperenf,
Appicabilty f dedgn POrOm t and propff rnccmrp=fior)of Qornpcnent is res W of bAding designer - not truss desjgrr, Bracing
is for [at aI support of 1ndNduai we k members Addifi I t�t'r`i r r 1 i���fit�n i� t r � illit �f tt
'' t Er_)5Are stC3 N i d url
r fic r. iti s l ' strucfiLTis tl r p it of f i burldi nig d g r r. i t �o1 0d arm reg aFdi
ng
rrr� ref brC��# cif � �� JI
Fa tXis tim qua Nty control, storag t delveiy, erecfion and b rucing, coris uit ANSPIM I QuMy p'SB 9 w4 gCS11
$d"fi n availoble from Truss PIa to fm tote. 553 D' fti0 Diva, Madisicn, W1 537 19_
November , o '
t
MiTek"
7777 Greene Leas, Lite 109
estrus Heiia its. CA. 95610
lob 'Truss
Truss Type Qty
8410 BG GABLE
MMit Tires, St Anthcoy.
.1 1-1 4-2 r, -75
1-"
16.11-10
6X8f
,0o 5— 6
Ply JER-r-EMY
VALENTINE
1
fail `�
Jul 112006 PATS+€ In dusbi , lite.
R27302113
Wed N 1 4:3515 7 Nge 1
6-11-10
Scala. 114'=1'
6-11-10
5-5-10
4X6.
3X4
�4
7-4-1
X11-1�
Plate sets : .-- :0- - E ;0- -1 0311 -
. -1 2- ' _ �-1 X8:0-1-12.0-1-01
LOADING 1
TOLL
35.
TIAL
8.0
B -L
0.
BCCL
,0
LUMBER
TOP CHORD
BOT CHORD
OTHERS
SPACING 2-M
Plates In 1.15
Lure Increase 1.15
Rep Stress I no r YES
IRC2003fTP12002
SPF Io.
X 4 SPF No.2
1"11= Stud
HF Stud
WI
QEFL
rc 0.65
Vert(LL)
ec 0.48
Vert(TL)
V1G 0.88
Horz{iL}
(Mabtx)
Wind(LL)
REACTIONS(Ib/size) l . -5,8, =557 -- - , ° I - -
Max Horz 2=129(k3ad Case )
Max 1JP1=—�1 1 (load case , -1 (lcad case , (ld case
Max ra 7laad case 10), =(load case 9), 177 f d case 1)
in
floc)
d .
d
0 *
.
>999
0
0
0
a
..7-13
9
�
FORCES
(lb)
1b _ Maximum
aximu Comp i rl/M im u rn Tension
T P O\ 1- ;0/5 M -- i1,3-4---36136 ,4-
- 0 9, 5-6 6s, - "7F /1 ..
7B 1CO }D 2-11=-123/370, 1011=-1 M 019-1,`170,8-57 5821 -8,-- 1582
WEBV 11 -1Ly
1' 250
P 5-9r--915/163, 6-9=-&90/279, -8
=0/286
T411EP
V�Ught: 137 lb
RIP
U.
.
sheathing5bUftral wood directly applied 5.8-7 oc purlins.
I Ing d-reCby applied or 4M_0
1 Row ,,, 9
1 Unbalanced r live Icads have. been considered for this design -
2)
Wnd: ASCE 7-02; 90mph; h=25ftF TCDL=4-8psf, 'BCDL 4. f; CategoI 11; Ex p Q enclosed ; � ble
� n� �r�+l � �n� � t � z� n nt11�r ��tk � n
t expos ; , Lumber =1.33 Plate grip DOL=1.33_
Truss designed for v4nd loads in the plane of the truss. only. For- duds exp to mind normal to the face),
End Details as applicable, or consult qualified buillding designer a
r ANSIfTPI 1=n
This truss has been designed for a 1 O� 0 psf bottorri chord live load nonconcurrent wfth any other live loads.
All plates are 2x4 MT20 unless otherwise indicated.
is truss requ1res plate inspection per the Tooth Count M eth odwfien th is truss Is c hosen for�Ia el
Gable stuns spad at -0 _ fir' �n.
This truss is designed ire accordance wig the 2003 International Residential Code dons R502.
11.1d R802-10-2 andreferenced
standard ANSYTPI 1.
LOAD EO Standard
NOT= cnWXZDVD affr= JWFER&NM PAG9 AWL7473
DMFURE ME.
mgr, voId for v u oniy VAth MiTek conrec l . This t h is based "Upon par�'arr�t m, arr d i� Nr i ;d R s ,��_
p � I iif elf + si r� r rr, # Or` Prc>pvr i or' cutioF-1 of c �)t CS r j Nty Or bVjkJIng de- Igner- rpt tr ;s 4� . Brad .
. I
lS fCy t late"
A cfdi �c f Of i r+ �aa f � is i fila l temporary e r r f it r sta Ul d am �x�tru�Fi is ftp reSPOnsi bi li of the
' t bradr of fI Dull SfrVCt e r5 t1 r p hI or fiI- bVi[di diner_ ForgeneraI gufdar reg ar(jar)g
fc7tj0n, CIVO G trgL storage, delvery, ereCtion and bracing, ccrsuff ANI 1 Qtx1ey Clooft, DSS -89 md gC 11
SC110tY lrftnTKftn a vai la b from Trvss Pli tt lr�sfi W te, E)Onoffeo Dd ve, Ma cjason, W 1537 19.
November,
7777 Greenback Lane, LdtL- 109
CbusHeigMs, CA, %610
f
Mit I cuss, 5tAnthony, t[)
niss
6-11+10
Truss Type
i
0
Ply I JERK NADINE
1
5-8
Job Reference o_ cnal
. M' i' 1ndu skies, Inc. Wed Nov 28 1114:35.113 2007
6-1110
R27302111
e1
Scale: 114"'=1 d
&-11-10
-2 4 H
1W
U4
,'7
5M
G-0-1.
710
at t :G--! 0-0- :0- Edge], 5:0-Q-�-6:063--1-_
LOAFNING p
TOLL
35.0
TL
8.0
I3CLL
0.
BCDL
8,0
LUMBER
TOP 1• D
BOT CHORD
WEBS
SPACING 2-i
Plates I nine 1,1'
Lumber Increase 1,1
Rep Strom I r r `SES
Code I02003[f P Imo.
4 SPF NO_
4"1O.
4 HF St
REATli N -S (Ibe) 7 19 -5-85 X557 - -- , 177 /0- -8
Max H=2=1 l d Gase 5)
M ax U pl — 121 (load case ), =-1 to d case , 9=-288 (Ica'
case
r`
Max v7= (1 d case 10), =��(load case , 9--1770 l d case 1
FORCES (Ib) s Maximum Compression/Maximum Tension
FL
i n
(j )
Ild 11
Ud
Vert(LL)
_
7
360
v r t ff l-)
.17
7-8
>999
1
Hor TL
0.02
7
nta
n1a
Wn dLL
.
-8
>M
240
TOP CHORD 1-2=0/59, 2-3---540/165, --361, 4-5---35160!9, 5-6---!0/466, 6-7=-7751157
BOT CHORD .-11=-123/370, 10-1 1 =1 1W, 9-10--123t370. B-9--572, -=-57/582
,IEE -11--0!232, 7r5-9--9151163, 7, 8=01286
8
2x4 I a
r,1 -i-1 n
LATM
MT20
Weight- Ib
GFUP
1851144
Structural wood sh lthin directly applied or -7 cc purlins.
Rigid ceiling direcfiy applied or -0-0 oc bracing.
1 Raw at rnidpt -
NOTES
1) Unbalanced roof Wloads have been cwsidered for this de gn,
Wnd: ASCE 2; 90mph: h=25ft T L=z4-8W; BC =4-8pLsFp 0ategory W Fxp � en ol
; MWF gable end zone- cantiandlever lein exposed a evel left d right ; Lumber platy grip truss h n designed for a 10.0 p t bottom
chord l rve bad nonconcurrent with any other live loads -
4) This truss requires plate inspecton per the Tooth Count Method when thistruss r chosen for quality assurance inspect;on-
5)
Th i truss r desig n ed i n a� an - the 2003 1 nternational Resideritial Code
sechons lr 11.1 and Fir 10. 2 and r-l~eFenced
andar+d A NS I1TPI 1,
LOAD CASE(S) Standard
ARJMG - tler(& para~tcrs and ZM40 NOnM ON AND MCLU=W AU7ZK REFERENCE P 7473 CORK �,
�p�� ��i� ofru s6- only with MTek dr� P� �r � ��t_ ��i5design
�tGi � �r �p r�ar-tt�rs ��� nis Fir ars rr��duai b�+� cn�,t.
# of �t rs rested b 4 t of boiU d gr - mot truss des` r, Bro
is for lateral s r pc r til the
f tfltr+�t .sri t aur stF
�?��" � � ��d�r�l b ��b�rs h� Ad�ii�r�i # �tn��t is #r
erector.f Jiti l rx�ar r-,� l ra t f the building designer. For cg�od gu dor r and
b y stor + {deice k arKj r'adn r 5u It k ANSI jSB-89 and 9C * C
W r n ov ilaole- tr TrussPlate lri t tu#e, D` �oi y r djsor-� W[537'19. BuBdhQ
Wr0
9�X.
Sol�/
November 29,2007
-777 Grembojok Lance &Ae 1
W % A+ . QWic