10-0682 (AR) Revision 1 Truss CalcsZ,9
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08/30/2010 09:46 7607777011 LA QUINTA BLDG DEPT PAGE 02/02
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Mlaek Industries, Inc._
77x7 Greenback lane
Sufte 109
Mus Heights, CA, 95610
Tel OWe 916!676-1900
Re: Lewi!;_Addn Fax 9161676-1909
00
The truss d awing(s) referenced below have been prepared by Mack Industries, Inc. under my direct supervision
based on tb a parameters provided by Boulders West Components LLC.
Pages or sh xts covered by this seal: 832041269 thru 832041272
My license renewal date for the state of California is December 31,.2011.
j
lm portant I lotice: If visually graded lumber is used for the trusses covered by these designs,
see "SPYB I mportant Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use.
MiTek doe; not warrant third -party lumber design values.
i
EtQFESSJON
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'¢
LU I: a4486
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� �OFCALIF�
August 13,2010
Ong, Choc Soon
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss comer nents shown. The suitability and use of this component for any particular building is the
nmponsibili y of the building designer,; per ANSUTPI-2002 Chapter 2.
90/10 39tid 1d3Q
71NIno vi TIOLLLL09L EO:OT OTOZ/OE/80
I
Jab --
Tn as
Yruss Type
($y
ply
0 0
FORCES (Ib) . Mas Comp./11 rax, Ten. - All forces 250 (lb) er Iess except wheh shown.
TOP CHORD 1,2=11x7/5, z -s=1 tst/st, s.a +.ttesr94, 4 6=966/9x, 5 6 =t ls,f9,, &7.118715
F5204t28B
lF1NIS_ADDN
IMG
ROOFTRUSIS
,,,,R-
1
1
.ICD Rafarane, feelienHll
w��r••+ yaws 1 reaeumireeav,menvrer,rnr. t•n A1o1oewf;17;..3zulu Pa081
ID;pZQN*SMNMm2TnASoflSR2yoleF•A H aAdwrwV L$ol4WiG4kck4YivpWr3EY2byolam
s4o ,ec +ao
REACTIONS (Ihf-:lir) 1-1831 -3-8 (min. x1-8), 7cSssl0.3$ (min, 0.1-a)
Max Harzl=19;LC 5)
FORCES (Ib) . Mas Comp./11 rax, Ten. - All forces 250 (lb) er Iess except wheh shown.
TOP CHORD 1,2=11x7/5, z -s=1 tst/st, s.a +.ttesr94, 4 6=966/9x, 5 6 =t ls,f9,, &7.118715
SOTCHORD 9�=0np0a.•t-g=lnlux, 7.g�p/1008
LOADING (pso a PACING 2.0.0
CSI
DEFL in
(bc) Udefl Lid
PLATES GRIP
TCLL 20,0 F tares tnctease 1.26
TC 0.14
Veri(LL) -0.02
8-0 499 240
MT20 Will 4
TCOL 14.0 L umbar Incrom 115
8C 0.23
Vert( I.) -0.06
ba x999 240
" e*osod ; end vertical fen a id eight rxpoeed; Lumber DOL=1.33 plate grip DOL=1.33
BCLL 0.0 • F ep Stress Iner NO
m .0.12
Horz(YL) 0.02
7 nM alfa
BCDL 10.0 C ode IB0200afrP12002
(Matrix)-
5) • Thiz truss has bow desip red tar a Ova lead of 20.Opsf on are bottom coed in all areas whero a recuMle 3.6.0 fell by 1-0.0 wide
lilbi0ht: 40 N FT a 096
LUMBER
will fit between the bollem ('lard and any other members.
BRACING
{
TOP CHORD 2 X 4 SPF 16:OF 1.6E
YOP CHORD
Structural wood 6haatbirsg dlredly isppigd or 6-0.0 cc esenptY
SOT CHORD 2 X 4 SPF 1S9 OF 1.6E
B) O&W &%wrwz 4x2 (flat of Lerstatbn) purlins at ee spacing indicated, tastened to was TC w/ 2-10d snails.
purlins, -
2.0-0 oc pudins (6.0-0 mal_): $4.
WEBS 2 X 4 HF Said
9) Hanaer(s) or other mmacti>n devka(a) zhall be provided sumGenn to support concentrated load(s) 147 lb down and 17 lb up at
BOT CHORD
Rigid coiling directly applied or IN" oc bracing.
SLIDER Loft 2 X 4 HF t trod 2-0-7. Right 2 X 4 HF Said 2-0.7
FMiTck recommends that Siablrszar� and roquired cross breeing
responsibility of atham.
balnsta W during Wsseree(fen. in eceordawe WIM 3 mac
ESS/p
r : 0AOCASE($) SUmdard
l
Regi+lar Lambor uts7 saae=^25, Plato ncm. C=1.25 c
Instaaatien fluids.
REACTIONS (Ihf-:lir) 1-1831 -3-8 (min. x1-8), 7cSssl0.3$ (min, 0.1-a)
Max Harzl=19;LC 5)
FORCES (Ib) . Mas Comp./11 rax, Ten. - All forces 250 (lb) er Iess except wheh shown.
TOP CHORD 1,2=11x7/5, z -s=1 tst/st, s.a +.ttesr94, 4 6=966/9x, 5 6 =t ls,f9,, &7.118715
SOTCHORD 9�=0np0a.•t-g=lnlux, 7.g�p/1008
WEBS 3.9==53.5sk a=
NOTES
1) unbaWrwcd roof GVo Loads . Iava been ernsaidered for this design. '
2) wind: ASCE 7-05; x5mph; "CDL=SApaP SCDL-4.2pst, h=251(; Cal n; ENO C; enclosed; MWFRS (low-rise); ea,etevrr kft and dart
" e*osod ; end vertical fen a id eight rxpoeed; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent wow ponding,
4) This truss hes been desiorw:d for a 10.0 pst bolbm chard live load nonconcuFrent with any other live bads.
5) • Thiz truss has bow desip red tar a Ova lead of 20.Opsf on are bottom coed in all areas whero a recuMle 3.6.0 fell by 1-0.0 wide
will fit between the bollem ('lard and any other members.
6) This treks is designed b ao ardrnea with the 2006 International 8uildin9 Code section 23x6.1 and.nxcencod slarrdard ANS1rrPI 1.
7) Gurley camas hip and with, -0-0 and wean_ -
B) O&W &%wrwz 4x2 (flat of Lerstatbn) purlins at ee spacing indicated, tastened to was TC w/ 2-10d snails.
9) Hanaer(s) or other mmacti>n devka(a) zhall be provided sumGenn to support concentrated load(s) 147 lb down and 17 lb up at
and 147 lb down and 171b up at 4-0-0 on MMM chord. The doWenlsolection of such connection dpwi*s) is the
'
responsibility of atham.
10) In tha LOAD CASES) soc bn, sada eppaed to Lha far r of the buss are noted ee front (p) ex back (B).
ESS/p
r : 0AOCASE($) SUmdard
l
Regi+lar Lambor uts7 saae=^25, Plato ncm. C=1.25 c
V%OF
�
$o0�
40
b Unhom Loads (pit)
Vbet 1-388.3 rr- 37(P=-29). 5-7=-0x.1.9=.20, S.9 -29(F=-9). 7$=20
V 2
sj
cenelali>ted80.11d47()�
074486
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OOF TRUSS
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I G 'y �+OADW6. SPADING 24-0 ; CSI DEFL " in bC ; SefYdr� Utlf `
2(A PyksIncrease 125 TC 028 Vvrt(LL) •4.02 (1, `988 2i0 ` eiliiP *s
F:� a he h TCDL 9'4A L sntbor OYregssp' 125 Be 0.25 VwgyL) 0.05 1-6 '?898 2h10 ;
1 48CLL AB
OD
Saxx 8(C'AL st 10A 'CxW 1SC200INTP1200Y (Maya) MOrz(Tt� 001
S S `TOP CHORD 2 X d SPF 1ts511F 1.5E TOA CHORD S4u�Orra1 wood alivAttm t!(t )`r
SOT CHORD 2 X d SPF 16511F 1.55 0Y aDOOetl or ti.0-0 oc punll�s ;`, : {�
2 X 4 HF S td BOT CHORD R410 CIO ng ��y QMU@d 0t 10-0-0 tie bft�ng. r ,t
"ER Len 2 X d WF S cud i1 J -Z Right 2 X O.HF 5atd 211-2 Ok 0n""d ?ra re9w�d.own crayuig. �
t bt;installed ':4 m aceordehwowmt srepitx * .
F f '-
RUCT.vowsi (6/stre) .1wd8�*" W.& &1.8)"6-4 alo w (min.0.1-m
l MaxHore1.261LC6) {}.
{ CFPRGES (!b) - M C0lVJU a1L.Tcm -All sftm" 250 Ob) or teas c pi when shown.
TOP CHORD Y 1,2=70WO, i 3.1 , 3�,.43m, 4'S=7osro . 4, t >��
'BOT.CHORD I-S=a $1, 5a: 01561 -' * e
NOTES
' 1),unbatnneed.906l fpw toads h we been eonmdrtvd for this des gn,
t j .- }N1firPd: ASL`E 7.05; BimpA TB aPa[ aC01 2yrir, n425h Cas ]['F -.p C:
enclosed; 11 WFRS (tow.risc) gattpo¢FF bfrand
i emgosed : ane vrttim ten as d tight mgleaedt Lumber DOlr1.33 P� grip DOL --1 S3 JE'
ti J 9) Ynts Wes f$ts boon datPtpwl for a 10.0 pdbOtlOm Cttoftl.Gtse IDetl naitAppCxmu Mods any soar lm toads. ��
;) 4) Tota lf— hos been descign ad fora k* tmW 0 2QAWp on dw ba tOm chm to alt arom where a metmiirhCis 3'64.9 by 1-0.0 wide '
i 1NW m'debnxn Vw boUmm d Ord and any other member ,,1
•5) Tt'W UM is daetgttrd n aflo'ftW=with L%02006 WOMSttom4 Suiltllttg C044- :ocdon 2308,1 and relerwK4d standard ANSVTPI 1:
LpppCA5C(g) Swtdartl
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h wpc nf! I ms4rt amM% and b for an odand4w t s ++* f
ddadOn'Oer�Ywnlpa oitdprop+si+ea�orone+idemwoF�p'v wspoFt�tnyd t>,Aap'g mstpFrs•rof ountlyrptIII1 i F:'{'t��� + it :i a47r{'.��,'•S
irWf1 olot /atlr. Add�101f is tm ra W t7{ Wf.1 V Y b'"r, Glily dtdnp sxfhlwalion b lM ' ' R` - �•
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and p $
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2(A PyksIncrease 125 TC 028 Vvrt(LL) •4.02 (1, `988 2i0 ` eiliiP *s
F:� a he h TCDL 9'4A L sntbor OYregssp' 125 Be 0.25 VwgyL) 0.05 1-6 '?898 2h10 ;
1 48CLL AB
OD
Saxx 8(C'AL st 10A 'CxW 1SC200INTP1200Y (Maya) MOrz(Tt� 001
S S `TOP CHORD 2 X d SPF 1ts511F 1.5E TOA CHORD S4u�Orra1 wood alivAttm t!(t )`r
SOT CHORD 2 X d SPF 16511F 1.55 0Y aDOOetl or ti.0-0 oc punll�s ;`, : {�
2 X 4 HF S td BOT CHORD R410 CIO ng ��y QMU@d 0t 10-0-0 tie bft�ng. r ,t
"ER Len 2 X d WF S cud i1 J -Z Right 2 X O.HF 5atd 211-2 Ok 0n""d ?ra re9w�d.own crayuig. �
t bt;installed ':4 m aceordehwowmt srepitx * .
F f '-
RUCT.vowsi (6/stre) .1wd8�*" W.& &1.8)"6-4 alo w (min.0.1-m
l MaxHore1.261LC6) {}.
{ CFPRGES (!b) - M C0lVJU a1L.Tcm -All sftm" 250 Ob) or teas c pi when shown.
TOP CHORD Y 1,2=70WO, i 3.1 , 3�,.43m, 4'S=7osro . 4, t >��
'BOT.CHORD I-S=a $1, 5a: 01561 -' * e
NOTES
' 1),unbatnneed.906l fpw toads h we been eonmdrtvd for this des gn,
t j .- }N1firPd: ASL`E 7.05; BimpA TB aPa[ aC01 2yrir, n425h Cas ]['F -.p C:
enclosed; 11 WFRS (tow.risc) gattpo¢FF bfrand
i emgosed : ane vrttim ten as d tight mgleaedt Lumber DOlr1.33 P� grip DOL --1 S3 JE'
ti J 9) Ynts Wes f$ts boon datPtpwl for a 10.0 pdbOtlOm Cttoftl.Gtse IDetl naitAppCxmu Mods any soar lm toads. ��
;) 4) Tota lf— hos been descign ad fora k* tmW 0 2QAWp on dw ba tOm chm to alt arom where a metmiirhCis 3'64.9 by 1-0.0 wide '
i 1NW m'debnxn Vw boUmm d Ord and any other member ,,1
•5) Tt'W UM is daetgttrd n aflo'ftW=with L%02006 WOMSttom4 Suiltllttg C044- :ocdon 2308,1 and relerwK4d standard ANSVTPI 1:
LpppCA5C(g) Swtdartl
,t mow. F '�••,�F3" Z y+.'yt v r tt .. 411-
��Ijr.t`tx^f'iii`ibr+--
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h wpc nf! I ms4rt amM% and b for an odand4w t s ++* f
ddadOn'Oer�Ywnlpa oitdprop+si+ea�orone+idemwoF�p'v wspoFt�tnyd t>,Aap'g mstpFrs•rof ountlyrptIII1 i F:'{'t��� + it :i a47r{'.��,'•S
irWf1 olot /atlr. Add�101f is tm ra W t7{ Wf.1 V Y b'"r, Glily dtdnp sxfhlwalion b lM ' ' R` - �•
t [ . , Ps•nwftenP bran e(pN�o\va�ar sMrJpu�roo�ayt�neoFtt�siswo,vbW�.at V. 6�Ytlln2 datsww F'or genera y:r/pq° rig° ,Ip .wc.m ' S` } E r
' feFefmd{ee fqm U.es vlmc ►a0f�la.-3tlt lu. twSGeeL s,po 1A y GMwI 40 ald GCL c
and p $
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1 t luH )
1'd3Q 9Q -q ViNI M tl'l , ti 116LLL'L99L
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# tE1/JLS ADON
3oa ROOFTRUSS
10.pZOIiXAS,hhNAbR7F
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182011nG Ni Avg 13 1 e 2 * � t
} • . $ � t ��. }}� - i r' bra `':.
244
. ,+ •ij t ,•14 'r _ cY r.' _ � t, _t,• 1 � .` �� .. „ l � s 't � �� (� �t r{j
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f* ti IS '' e _ -i-1 ym.' - r _ t •70=4 . � : � r .moi
T.
L.OADpJ(' (per 10AMA 210-4 CA a7CTL. b i� • Udell Lm J l5 { *:'A '
' T TCDL , Lutflbwherea� 7C' � ' Voff(t,L9 �iI-0.04 f'141 � �, X01 ,: V.
BC orl }• Vort(TC) ,-0.09 1-7; a7W
+!) 8Cu OD F.ap straw k,a nt0 < tNe 0.04 H=(TL) i 0.00 7 MN nrra _ % t "� tk • n ' _ -Tw
Godo 1802OWTPM062 (WlOrix) ,{ + ry��`�,� ,2'DD :T
i TOP CHORD 2 x 4 SPF 15:W 156 TOP CHORD '
y SCT CHORD 2 x 4 SPF 16I:OF 1 SKS `°°°d }� °r 5�6 Pia• ; {t '
i SOT cHoaDRlpid{ori
t�sr,d Gnp dlreoty appiad or 1t2 0 0 0o b j
2xatea• �.r~(t_ .
i SUM LAft 2 X 4 WF laud 11 7
r [![![!{{{ : gWnOI+IS WMw) 1=1026.+15 Orin. t-140.-?k=m9wuwa11731
3 Uaf K=11.29;LC 3)
max Upw-aLCS)
A t
t t ALmf Gfav1=107(iX 2), 7 225;LC 1)
t t"
FORCES Ob) -Max CoMiklax. Ton - Au tw;%* 250 (b) at tags =,W what &aam,
,r43
'AMME W3><86p-CD[d*4eR'?SIkAt fkExPC:M)f�tiwdiMRS(�PY+ri�wk..,�l
ad va kal Maid risk P9P IaRnd ` +1
tj -0TrsatahasbenM
r
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3).7W* Clan nos been doci0l wd tot a aae load of 20.0AYf on the bottom Chore in ub arms wnwe a ng2an9lo 3-"U11 by 1-0.0 wtaa
• r � wjl tp aatweaa the botown Card and gory odler laafoaara. i- �,,
�-�( i)'Retforl0pirdw(�'fafWsstt ttuateormretiotts. � ' . ry tt '�' �
S) Pww" nsrdleM+ioal Contwa ien (by Mao) of trusA to be:=V Plea QVabta of wWatandM 100 m 11piC1 of ioint(s) 7. a
6)Tuts CU= a dKAF d h Sa ordmo aaAn thea 2009 )atam>utonw &x'I WW Code dation 2306.1 ane erdrrohaod > ANSUTPI 1::
j 7) mita LOAD C.pSe(s)til aa�m, loads fappfiad to too faoa at 11+a teas alo nfaw •e h>pt (F) or bade
ji
loinnzra3aa+.t t I•Vcrt,
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a(ortaMtat aaoparl of iYlf�rel w.b nlanib�a O11fy. AW�'jOnd trtnpotory t/10GI1Qb h11r0 ��YIY aJlan aat►1W11an a IM rorply of ill
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