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MiTek.
Re: 81604922
81604922
ãiTek US$ lnc.
7 77 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
Telephone 91 6/676-1 900
Fax 9161676-1909
The truss drawing(s) referenced below have been prepared by MiTek USA. Inc. under my direct supervision
based on the parameters provided by Timber Roots MTD-Dolores, Ct'
Pages or sheets covered by this seal: R499391 03 thru R499391 03
My license renewal date for the state of Colorado is October 31,2017 -
March 9,2017
Hernandez, Marcos
IMPORTANT NOTE: Truss Engineer"s responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design'
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSlffPl-1, Chapter 2.
P8.46766ff
0
h.
J0þ |,rus
losr
I
Type
lot'
14
644922
R4SS39103
Ba5e '1
co 81323 't0 201 lnÖ. ThuMar09
I D : nlweGcWggYPe 12 1 ZZEKI 1
2-2-1
12-1O-2 t
àXB
2x4 | 3x4 - 4xô - 5x6 -
6 -¡8
3?s 10
4-8-2
41
4-8-2
42
Scale = l:78.7
s,oo lit
u"u ,5x8')
4x6 '\
11
Jb
4
28 25
'xa - 2x4 I
3x10 'l
'' ,al
IJ
17
6xA -
38 6x8 ì'
1ox1o /,' 29
27
3x6 iÌ
6xB /, 5"'
c
ç
3{}
28
39
14
3
NI¿
.1.ì'ê35x6 =
7x10 =
r 24-0 ,Çt--1o 4 19 18 16
4x4 li2x4 I 6xB =4*6 -6*8 =
ç11-12 2-2-12 6-1-7 2,2'1 2-1-12 8-6-5 9{-5 +1
Platê Offsets (X,Y)- l2:ù+11,Ù3-71, [4:0-44,Edge], [ô:0-¿l-12,0-2-0], [9:0-2-0,0-1-6]' [1 0:0-38,0-2-81, r 7:ù1 -8,û2-81, [20:0-3-0,0-2-0¡, [22:0-4-4,Edge],21,
cst.
TC
BC
WB
(Matr¡x)
a.94
o.7s
0.70
in (loc)
4.æ 17-18
-a.g 17-18o.12 16
YdeR
>999
>831
nla
Ud
240
180
nla
DEFL,
Vert(LL)
Vert(TL)
Horz(TL)
SPACING- 2{-O
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep stress lncr YES
Code lRC2009/TP12007
LoADING (pso
TCLL 40,0
{RoôfSnow=49.0}TCDL 10.0BCLL 0.0 -
LUMBER-
TOP CHORD
BOT CHORD
WEBS
PLATES
MT2O
GRIP
185f14ø'
REACTþNS. (lt'/sÞe) 27=-262tÙ53 (min.0J-8),26=3518/ûffi (req. 0-6-12),16=23931A-5;8 (min.0-311)
Max Hotz 27=-202(LC 9)
Max Uplifi 27=-550(LC 20). 16=€4(Lc 1 1 )
Max Grav z7=213(LC 15),26=4108(Lc 21)' 16=2914(Lc 21)
FORCES. ilb) - Max. Comp./Max. Ten. - All forceÊ 250 (lb) or less except when shown.
TOP CHORD 2-28=Ar I 1 I 1, 28-29=til 1 ffi , æ,30=O/l 205, 3€O=afi 45,8' 34=3Æ180' 531 =-2004/109'
631=-19741151 , 6-7--M11167 , 7-3.2=-19€81167 , 8-32=-19981167 , 833=-188911V2'
33-34=-18891192,s-34=-1889t192,935=-1957/186,10-35=-1957t186'10-11=-25861189,
11-36=-32361171, 12-36=-34281155, 12-13=-36341143,13-37=-3267183' 37-38=-3428168,
38-39=-361 9/67, 1 4-39=-3649/55, 2-27 =-1 621592, 1 +1 6=-2897 11 29
BOT CHORD 26-27=-2371381,5-24=-23ffi168,23-24=-95t299,22-23=Q11593'20-40=012O94,
19-40=0/2094, 1 8-19=0/2094, 18-41 =Ot2485, 41 -42=012485, 17'42=A12485'
16-17=-241 1321
WEBS T%=-2692129,24-26=-1480192,3-24=01175É., 5-23=0fi741' 6-23=-789140'
6-22=-41 t1527, 2O-2=012627, 8-22=-251425, 8-20=-1 05,l /0' 9-20=-635/31'
*18=-351t444,1018=-311898, 11-18=-9951127,11-17=-161ffi5'13-17=-743h47'
2-26= - 1 397 t7 5, 1 4 -1 7 =O I 2566
NOTËS.
1) Wnd: ASCE 7-05; 90mph; TCDL=6.0pst BCDL=6.Opsf; h=25fi; B=45fr; L=42ff; eave=sfr; Cat. ll; Exp B; enclosed; MWFRS{all
he¡ghts) and C-C Exterio(2) -1-7-O lo 2-6-13, lnter¡o(1) 2-6-13 to 1+4-8, Extenot(2| 14-+8 to 32'11'15, lnterior(f ) 321 1l 5 to
+g-Ì-O 2one; cantilever lefi ând right exposed ; end vertical left and right exposed;G0 for members and forces & MWFRS for
readions shown; Lumber DoL=1 .60 plate grip DoL=f .60
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category ll; Exp B; Partialty Exp.; Ct-l.1' Lu=504-0
3) Unbalanced snow loads have been considered for this design.
Continued on page 2
Weight:262 lb FT = 20%
Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc
Purlins (¿l-6-8 max.): 6-10.
Rigid ceiling directly applied or 6-0-0 oc brac¡ng. Except:
'l Row al
1 Row at
7-n
&20,9-20,918, 11-18
March 9,2017
2x4 HF/SPF 1 650F 1 .5E -Exoept.
4-6,10-12:2)4 SPF 2100F 1.8E
2x4 HF/SPF I 650F I .5E .Except'
1ô19: 2x4 SPF 21mF 1.88
2x4 HFISPF 1 65ûF 1 .58 'Except"
2-27,1 +1 6:. zı ÅF/SPF 1 ö5ÐF 1.5E
BRACING-
TOP CHORD
BOT CHORD
WËBS
be installed dur¡ng truss ereÇ,tion, ¡n
ând requìred cross bracing
accordanæ wilh Stabilizer
Miïek
oruRu
[WaAnnO - V"rSty døs¡gn pdnmetæ ênd READ NOTES ON IHIS AND INCLIJDED MTTEK REFERENCE PAGE ritl-7173 rav. 10/03/2015 BEFORE USE
-Esign vahd for use only wilh Mifekft,conn€ctoG. Th¡s dosign ¡s bas€d only upon parâreteF shown, and is for ân individual building componênt, not
ã truãs system. aetore úse, the bu¡lding design€r must veritthê applicability oJ d€sbn pørareters and propêrly ¡ncorporate th¡s design ¡nto th€ oveGll.
Ou¡lãingás¡gn. Bncinginãicatedisto-preGnttuckl¡ngofindiv¡dualtrusrebando.chordmênbeßonly- AdditionaltempoRryandpemanontbEc¡ng
¡s ãmis ieqiireÀ for sËbitity and to prdwnt ællap6€ úth possible p€ßonal injury and prcpêûy damage. For g€neml guidanæ regard¡ng the
fabricaabn, storage, del¡vêry, erection and brac¡ng of truws and truss syslems. w ANSÍTPl_!-qua[ty Cïbria, DSB¡g 8nd BCSI Blllding Conponênt
Safêtylnlrrmad¡n availablefromTrussPlatelnst¡tute,21BN.LeeSìtreet,Suite312,Aløxandtia,VA22314.
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7777 G¡eênback La¡ô
95610
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NOTES.
a¡ fnis truss tras Ueen designed for greater of min roof live load of 16.0 psf or 2.00 times nat roof load of 40.0 psf on overhangs non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) The Fabricat¡on Tolerance at ioint 6 = 1 6%
7j This truss has been dêsjgned for a I 0.0 psf bottom chord liv€ load nonconcurrent with any other l¡ve loads.
B) . This lruss has been deãþned toi a live load of 2o.0psf on the bottom chord in all areas where a redangle 3+0 tall by 2+o widê will fit between the bottom cho¡d and
any olher members, wìth BtÐL = 10.3pS'
9) WÂRNING: Required beaÉng size atjoint(sl ?Ë greaterlhan lnput bearìng s¡ze.
iô) providemechanical conneðt¡on(nyåtneisjoftiusstobearingpqtecapableof withdand¡ngl-O0lbupliftatjoint(s)16exceptûr=lb)27=550'
1 ,li This truss is des¡gned in accordånce witn ine zoog lnternatio-nål Resì<t'ential code sections R5û2.1 I .1 and R802.10.2 and referenced standard ANslnPl 1 .
j 2i ,,Semi-rigicl pilchbreaks including heels" Member end íx¡ty model was used ¡n the analysis and design of this lruss,
tãi erapn¡dl pirrlín representation ãoes not depict the size or the oriental¡on of lhe purlin along the top and/or bottom chord.
$WnnmXA - V"rtry éEfgn ¡anmrffi a/¡d RE Ð NOTES ON THIS ANÐ INCLUÐED tnEEK REFERENCE P êE ,ill'7473 rev. l0/O3/2O1 5 SEFORE USE-
flêsion wld br uæ onV with MiTckDænnocto6. Th¡6 de6¡gn i5 b6ied only upon fsrârcte6 shM, and ¡s for an indÛidualbuildinq component, not..
ffiË'ısiä ð"r"^; il;Ëùìi.i;óA;isneimu"ivã¡dÙr" appriænrit:y dr deåkln pørareteß and properly ¡ncqpoFto this desisn into the oveEll
iliùñg$;iı; tt*;ingind"6râdisdp¿G;i¡c6ingãri.avioüáttrussrieband/óróhordmemb€6enly. Additional¡êmpo€ryandp€menê¡tbncing
ãärrm"vs æqîieã rói sÉu¡ty an¿ to pdÀniænapce üm possiote pesonal injury and prop€rty damagê. For gsnenl gu¡danæ regard¡ng the
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f77 Grænback Lanê
95610