HomeMy WebLinkAboutTRUSS SPECS - 08-00168 - 450 Terra Vista Dr - Addition�--- •,,•�' --NyPe 1-Y IM jRAY `AJ AL-DEWEYADD —�
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Joy Reference
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5-5-8 sit -is 140-0 18-a3 22 s s 2s-a03a-a0
2-0-0 5-5-8 4-6-5 4-0-3 40-3 46-5 5-5-8 2-0-0
Serfs-,�
5
8
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4 1 a
J art 11 9% if 2k 4
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13
2xF 1I �-
2rt IS
2 14 1Y ser
It
2AM 12
912 1
t
7
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ttt
7-8-1 14-0-0 20-3-15 28-0-0
7-8-1 6-3-15 6-3-15 7-8-1
L Plate Ottsds 2.0.4.0, 100 4 0 13:0 6 00 3
I LOADM (Psi) SPACING 2-0-0
TCLL 35.0 Plates increase 1.15
CSI
TC 0.72
DEFL in (bc) Well Ud
Vert(LL) -0M 13-14 >409 240
PLATES GifBP
MT20 1851144
TCDL 8.0 1 Umtw Increase 1.15
BCU- OA Rep Stress Incr YES
BC 0.74
WB 0.87
Vert(TL) -1.381314 >240 180
Forz(TL) 0.68 10 nta nda
BCDL &0 I Code iRC2001IMP12002
(Matrb$
welg :101 b
LUMBER BRACR40
TOP CHORD 2 X 4 SPF 1658F 1.5E TOP CHORD Structural wood a waftV directly applied or 22-1 cc puma.
BOT CHORD 2 X 4 SPF2i0OF 1.8E
BOT CHORD »{ cent dwe* applied or 7-10.5 oc bracfrrg.
WEBS 2 X 4 HF Stud
OTHERS 2 X 4 HF Stud
REAcnONS (bisize) 2=160010-5-& 10=160W"-8
Max tai a -375(LC 5). 10=376(LC 6))
FORCES (err) - Mwdmtnn Tension
TOP CHORD 1-2=0t51, 2-3— 59701f047, 34--55001860.4-5-543MM 5 .4213/628, 6.7=-42131635.7-8=-54301795; 8-8>5.5tku787. 8-10=-5970+878, t0-11=0/51
BOT CHORD 2 1 4=-8951561 5.13.14— 77514977,12-13-61914877, 1O.12-84715615
WEBS 6-13= 301/2299, 3-14= 4491226, 5-14=0/450, 5-13=-106113!15, 7-13=-10611308, 7-12=-&1450, 9-12=-4481233
N07'ES
1) Unbalanced roof five bads have been oo sidered for hs design.
2) "W: ASCE 7-05; 90mph;1 M TCDL=4.8ps1; t 4.8psi; Caiegay N: EXP C; -dosed, MWFRS (lo w me) gable end zone; c wtlever left and riga exposed
; end vertical lett and riga exposed; Umber DOL=1.33 plate grey DOL --1.33.
3) Tnss designed for wind bads in the plane of the truss only. For studs exposed to wind (nxxrrm{ to ft lace), we MTdc "Standard Geste a Dom'
4) itis trm las been designed for a 10.0 psf bottom dad five bad nonconowrent wr M � any dhebads
5) Gable &Jda spaced at 2-0-0 oc.
6) Bearing at joint(s) 2,10 considers par" to grain value using AHSUfPI 1 antis to grain fomxta. WAV dmww shotM verify captyoj bearing sratace.
7) Provide mechanical oxxtnection (by oltms) Of truss to bearing piffie capable of Wlt1S ending 375 lb Caplin at 2 8y
MM and 375 tpt at j *t t0.
8) This truss is de*vied in accordance with the 2006 to Mdonal Residential Cade sections 8502.11.1 and 8802.10.2 and referenced standard ANSvrP11.
LOAD CASE(S) Standard
`U- APR - 7 2008 `
CITE' OF RU(a
450 Terra Vista Dr -Dewey
-2-0-0 5-5-8 9-11-13 14-0-0 1 18-0-3 22-6-8 28.0-0 30-0-4
2-0-0 5-5-8 46-5 4-0-3 4.0-3 46-5 5-5-8 2-0-0
eX1z
7-8-1 14-0-0 20-3-15 28-0-0
7-8-1 6-3-15 6-3-15 7-8-1
LOADING 4ps0
TCLL 35.0
SPACING 2.0.0 ( CSI
Plates Increase 1.15 I TC 0.72
DEFL in (loc) Vdeft Ud PLATES taFtlP
j TCDL 8.0
BCLL
LumberIncrease 1.i5 j BC 0.74
Vert(LL) -0.8112-13 >4W 240 MT2D 1854144 I!
Vett{TLj -1.3612-i3 >240 tai
0.0
BCDL 8.0
YES+ WB 0.87
Rep Stress IPf;20 6
Horz fTL) 0.66 10 ria ria I
C TPLM02 } (Matrix}
I Weirght 96 b
WlWBER BRAdf413
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD Strudurul Hood sheathing directly applied or2.2-1 oc pr rkm
18E BOT CHORD Rigid directly
I WEBS 2 X 4 W RW ceiling applied or 710.5 oc tracing.
REACTIONS (b/cize) 2=160010.5.8.10=160010-&$
Max Hum 2=85(LC 3)
Max L"it2- 375(LC 5),10=-375(LC 6)
FORGES (lb) - M3 mom OwVessioNt4ialdnxrm Tension
TOP CHORD 1-2 51, 23-597011047, 3-4-55MM, 4-5=-54301866. Sf=-4213'528 &7- 42131635.7-6- 54341 M. 8-9�-55WM7, 3-10- 5870t578. 10.11-151
BOT CHORD 2-14= 99545615,13.14=-77514977,12-13.619+4977,10-t2=-84715615
WEBS 6-13--30112M, 3-14_-4491226, 5-14=(Y460,5-13-1061=5, 7-13=-106148, 712- 5(450.9.12- 449233
NOTES
1) Unbalanced roof live Wds have been considered for ttns design.
2) Wind: ASCE 7-05; 9WIPh; h=2Sft; TCDL-4 pd; BCDL-4.81)0; Category 1t; Exp C; erxiased; MWFRS(low rye) gable end zone: gra ver M and r tt exposed
end vertical left and rigtd exposed; Lumber DOL --1.33 plate grip DOL --1.33.
3) This muss has been designed for a 10.0 psf bottom chord five Toad nonconeurrent with any ottw five bads.
4) Bearing at joint(s) 2,10 considers parallel to grain value ruing ANSI/TPI 1 angle to gran fomxaa. Braiding definer should verify capacity of bearing surface.
} Provide rn� connection (by ul ers) Of truss to bearing flats CWble of oftlarxiing 3751b tett at joint 2 and 375 lb uplift at joint 10.
S) This truss is designed in accordance with the 2W6 International Residential Code sections 8502 11.1 and R802- 102 and referenced standard ANSV M 1.
LOAD CASE(S) Slmid d
Job
Truss
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Summit Trus, St Anthony, tD 7.03D s Jan 3 20(8 MTekIndustries, Inc. Tue Feb 1913.'1326 2008 Page 1
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5-6-8 9-9-4 14-0-0 18-2-12 22-5-8
28-0-0
5-6-8 4-2-12 4-2-12 4-2-12 4-2-12
5-6-8
I
r
if
>
i
se
i
ae
f
5-6-8 1 9-9-4 1 14-0-0 18-2-12 22-5-8
28-0-0
5-6-8 4-212 4-2-12 4-2-12 4-212
5-" III
Plate Offsets MYY 1:0-33, 1 10 4 0 3 3 01if+3, L10*4404431
I LOADM(ps1)
SPAGM f-" C510M
in (loc) Well LId
PLATES
GAP
TCLL 35.0
' TCDL
Plates Increase 1.15 TC 0.81
Yer" -0.4310-11 >761 240
Ati2D
IM44
8.0
i BOLL 0.0
Lumber Increase 1.15 SC 1.00
Rep Stress NO WE 0.49
Vet1(TL) -0:7310-11 >451 180
HorzfM) (1.15 7 Wa Na
) BCDL S.D
DG(
t Cade IRC2006iCP12(70L � (MBtrixj
b 389 b
LUMBER @RACING
TOP CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing y or 4-x15 oc ptaeta
BOT CHORD 2 X 6 DF SS SOT CHORD Rig d o fling directly appT�d a 00-0-0oc brawg
! WEBS 2 X 4 HF Stud *Except'
j W12 X 4 SPF 165OF 1.5E
j REACnON3 Wsize)78428!05$
ax1�426t05S
A4ax Uptdti-1831(LC S), 7-1831(LC 6)
1
i FORCES(ib)-mwdinumCanpressianitvfaximttmTersion
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' TOP CHORD 1-2= 21232:4601, 2-3= 1746713788, 3.4.-135187 , 4-5=-43516r2936, Sf--17467t37$9, 6-7— 212320460:1
BOT CHORD i-12 4367f20093,11-12- 4367120093, 1Q 11-3569/16556 91t1 3540116556, 8 S—A3�/20083, 7 E_ �3
1 WEBS 2-12=-537!2575, 3-11--84313918, 4-10=178418'286, 5-9=44313$1$, 6-$537/2575, 2-11=-8541867,3-10� 4711/11 055, 5-10=471111055, 6-9-38541867
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i NOTES
j 1) 3 -ply truss to be connected together with i Od (0.131'x3'3 nails as follows:
Top chords connected as follows: 2 X 4-1 row at 0-9.0 oc.
1 Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc.
i
Webs connected as follows: 2 X 4 -1 row at 0-9.0 oc.
2) At loads are considered eqt * appW to all pltes, except If anted as front (F) or bac (B) face in the LOAD CASE(S) section. Ply to ply moons have been
provided to distribute only loads noted as (F) or (B), urAm otherwise indicated.
3) Unbalanced rout live loads have been considered for tis design.
i 4) W nd: ASCE 7-05; 90mph: h=25ft; TCDt ,t.f isf; BCDL---4sf: Cagy If;Ela C: enclosed: MWFRS (taw- rise) gable end zone; cantilever left and light exposed
and vertical teff and right exposed; Lumber DOL=f.33 plate grip DO.�f.33.
51 6) Ths bumf r a 10.0 t five load noroancumerRth v arty otrer the loads.
ide mechanicaln designed
others) of miss bearing plate capable of wtrinstanding 1831 b uplift at oft 1 and 1831 b uplift at joint 7.
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7) This truss is designed in accordance with the 2:306 International Residential Cods sections R502.11.I and REIM102 and referenced standard MSVM 1.
8) Girder carnes tie-in sp*s): 24.0.0 from 0-D-0 to 28.0-0
LOAD CASE(S) Standard
x
1) Regular: Lumber lrlaease=1.15, Plate increase=1.15
Uniform Loads (pit)
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Vert; 1-7—W9(F 561), 1-4.--43, 4-7=43
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