31A-331 (2) Mant aooner or Dab C Retenmces rename:16-1280 J9.ti
Drawing by:
NOPEN JOIST Job number: 16-1280
i TRIFORCE JCS id: (444
Customer
Building address:
Project: 16-1280:151 Level
oes""'TT 1 wn ,.. ,q-
left:0.000",right 13.250" Left None,right None 04314(3 X 3,111(8",16'k+0" t ply,16.00"o.c)
-L&I lenge capacN baaseeddco Nn50 randi4os.
�emorla ala Ee Seem LVL PW LVL4.OF 1 yof I I Pea plies
Simpson N52.5011.88 QRQ
Ovemtl leags k 113M'
Uplift mi
Label *MCAT..-- R Ca R Critical R Crthcel ILD r
(in) (lb) 0Weit LC t UNB gig LC UNB
L 230.100 546 100 0.48 201 -
R a3g,11156 653 —py_
aim o yea r lot
Label P p P Critical No rein,' repaired.
110 (MI p LC-UNB
tt
No concentrated load in analysis.
et* V V Ce V Critical
pm (rot Pro) MD,,I LC UNB
19 460,05 1107.72 1.00 _0.42 2#) 1
all M M Ca M Critical t WI TOP AREA load,Position on)Sam LEFT aUn=00000.end=1791500,Magnitude reap:DN5 L=40
On/ Heft) (m#7 {M ) LC UNB
00 1984.46 3035 100 0.05 201
•Fmm IN left end OFtreat-
Critical Calculated CritOria CS(Cop'.3u0SBGluedand Nailed
LO.CASE UNB p Grab te) p CBk SS{CpngNON 51mn9SBck}NONE
Me 19 In} {ni 0 6 C Stropping:NONE
,� Span bR ¢v L 1 91 • r,20'+ : ut<eo O.M Gypsum Board,NONE
spmrr.R Inc no r One - cnn L6$ i7 ,a,ae l NO VIBRATION VERSED
o+� 200910C DWI 1107 o
OPEN JOIST TRIFORCE®IS re accordance)with ICC 2009 and NOS2005.OPEN JOIST TRIFORCE®was evaluated by ICC(report
E$R-2999)end is quality controlled by a 4YalRied loin)part agency.Parts are Joined Sorter with Vhenalreeortiml adhesives-Looter
used ler diagonal and vertical web menders iserscary graded m tam as pec quall7 Awa manual The end Panel is mode.am 30'
OM web stock quality.A sub-illsmust be attached to the top Aom wNi
member aang to the building cone.If specified,enony backs
must be of dry lumber and aWChed to the joists,according to current practice Required bearing length must be determined for Oath
aapp�Cautionn band on ep.dliccaaf��by Mt manufacturer mutt never be Mae then 15 inches. JOIST TRIFORCE®must be
dry specicelions by the mariutaotrea for detaes of instaiNcn.
Dale: &i&2010 Page 1ali
LS. TAss Tsai Type
,100910648 T¢p Common I
-.7640''pAmx .be4 .*p 5f20ts Al
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+n46,
634 i 10.30 15.212 20-6-0
5-34 4-1h12 61142 632 - ---
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: 6-114 13618 20-6-0
6-11-3 F . 6]41— 4 8.11.9_ -
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TOLL
`LL 90.0 SPS' 3o0 L9. D6i. In Iloc9 I PLATES ONE
�tOOL ws4100 PhreGrODOL 1.15 TO 050 Venity -014 -10 s999 240 MM 197/14
TOLL 100
Luster 002 I 15 BC 040 VeMRI -0r4 9-10 499 180
BOLL 90 Rep Stela lm VES WS 999 ShAATC 005 8 a Na
@CDL 100 Code IBCBU9R%2MO] ' CA22.( I YfinOlLy 003 69 s299 390 J WepM Wb FT.4%
LASER- —.... &NfMLTOP CHOW 264.662 662 TOE CHORD _.
SOTCHORD CASPF 97.2 SOT CHORD Rigid eh,0 rbad).ncsedsheeting 9-8-3rw ng*CAA or .'Ma,e+c¢enlvoNr'Ma.
i WEBS 254SPPNo2
SEACIIoa (bete) 10.12136.5$e.t21'310-4
& lItf10-726.0 )
M1M Ig1IX10.-111 AC 94 8•'91(LC 9)
`PONCES (b).Fidel Load Gaye Ody
TLP CHORD 1-3.2[01-it+t49,3-11.1321,3-2..121,5-12A-1445,4-5.-250,1.10.-202,68.-202
Bar CHORD 9.101299,SAABS,7.e.1290,67.129E
WEBS 24.414,4-8.252.29.aL,29.'22,210.-ICs,4e.-IJ35
JOINT SCRESSItW
L 0..W 2.O.x,3.0W,t.000,5.0W,0.OW.7.OW,9.0W,9.0.97 eM 10.00
1j Mat
ti WwcASCE lot ALAR,TCD4ea&I BOOS$, 56M24#:CA.6 ELs r adosed.MNFRB(awned@AxICC EsaisC{2I sorts 4nNRIN Aft ffiNNM
e0W A OF lotmmNere and M 9 MJI)RS for revs ore&Awn,Luster Cast 00 Ode pilo601.100
21 TOLL:ASCE 7-05,P6400pal(TIL roof snow);CatSSda IL EN C',Portals Exp:GUIs
3)UrNWaad arrow loth have beenwm9erod for this design
4)Mmgn,W,peke hare rwtba0Me .fatopwi4 Ise rem
mex2a«rou9nl6-45ASana+rem
aros rcraM. 'n
bS.re :rsLwry 04 the febmmar
A Increase plateatPmzourt These Acton.
51 TnM1 Ines Fa beeneo designed b
re 10.0 pd bottom chord IM load MnmrcVRr4 Mie aTy other Ws Mark
9)Provide nayanbr conedlon As dsncs en)al buss to bowing plait LaNYOo W wLMar291g 111 btIm NAN la and l 1 Ib 0011dfan6
STh.Na a Mlgrmd acsada t.eIs the 2009 Sterty niod2566s6 06 ee3M2'199.1 ztlrearenm, et-s$M M'SNPt 1.
8}-6555-ALL pc:besha hcks562 MEW*roe ens toy mom Am-used in Ow analysis sled cbfM,MitsSum.
LOAD CAStS) standard
/J 'T - ,irudrr».._ __.. Qty vS Flera, Nam.1YernonSr1
1110%8 121 Common 1 1I
UNvemal FocMllrvWu[695313. B$ ringlet„NC "" Rm]N0 s,A,w 9T3�dePhrt7640 aqx B 2010 MTek twit.
ID OL2c7VkoP aFO>152-1 weylnMGi52%S4MIFoeyaq`pB-6-0tiaGVECEONTnCy-nliC!,
5-3-¢ -114 411-12
5-3-4 ._— 4-ibi2 4-1 1-1E - 5-3-4 --I .
.4
1 "11t1
•
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f / // \ f
I j i.
L ` { _... I _ II
o
OD
•
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' Fit-3 1
ede pX,.y�ePF —(1239. 1202-01
•
ING
TOLL 40.0 2-0'0 CB4 OE0.. in (44x) >99 Lid PLATES (WP
IAro16my.100.
We*Grp DOL ivy TO 056 wtl(lL) ON 84 a 240 Ni20 01144
TCDL rCC LaP Dal 3 BC 0..2 JmtiIl) 05 &m tarn 1&1
Sam Sgt YES ft
�@�OLL 400 Cork 19020A?P12N1 OMAN W(LL) 0W BR WW 360 WeigROb R.4%
BRACING-TO'CHORD 2c4$PF No 2 _•
BOT CHORD 2x4 SPF W.2 TOP CHORD RV
wood d ,tl iedltectry yglled ortry4 a puniest excel,'end fanl2ls i
WEBS 221 SPF Not
SOT CHORD RV nelllrg direGry4plied or 3S-3 oc erarq,
REAC1a4t, (baize) 10.12,a ecrWby,2.121126eNvolzot
Max Nen l0.-P2(LCe)
Max 00111110-111(1.0 4 Om111(2CW
FORCES (b).FIM Load Case Orfy
TOP CHORD 12.250,2-110-1446,2,11.7.1321.3-12.-1321.4-12.-1448,65~230,r-IPR92.58.-fl
,BOTCHORD 6‘10.1266,68.S9S,7.11.1 286,99.1280
WEBS 343.31448.252,34.414 2-22-23S 2-10."14]9.4$-1435
JpHTO002 00,3-0.00,
0X •
.00,2.0 W,3.O W,4.000,6.000,6.0.00,7.002 6-000 2.0.00aMtO-000 •
NOTES
Ward ASCE ;10nph.TCDL.S.gM'.BCCL-5.Lyal,h.24ry4 Cat II;Eze0:en[bded,MWFRS(bw-rlea)and C-C EEer2r(2)zone.caAtiet.r!Oland right
opined W-D KK member,fled loom 6 rflNFRS for respire shown.Lumber DOL.180 nate gM DCL.I do
'2)TCLL'.ASCE 703,P1.60 0 ps1(114 ry)f*noel,Category 6 EVLC,PMI-NE*.,01.11
3)Unbalanced snow bats liars been mreidwed tor OW design
.4/t`re'-""d,POOP*Www bee3deetlne4tpro etmgYwnent mkmxsor rough rowanhoardaremvn conditionsn btre temoreanM Of inelmxaor •
lo 133339•04d.MO b amour*kg thee.txlors,
5)Tn6 Ones has been designed for a IOC la bottom chord IM bed nonmrarreM wWM any other M IoM.
)Refer lo gikerio)for truss to truss mnrwAbrt
0
Provide m0MMby conneNon(by*9gp)ofhesebhead%pleds cue o1 Mhp&dlrp f I 1 busl Stjoint IO and est b TAR a 6140.
'0)This truss is d6pned insmrrdonce whit the 209^ kematn Building Code setlbn 230.1 and rebronned standard ANSVIPI 1.
0) SenYrpdpnoN,m*s rporuclinew Need Monter end fixity notletwes used In1M aMJyshone deOpnMWit twos
(LOADC/485M Sodard
1
I
1
NY _.. . irvM iH GI P}' ;$rraiM Biltiwe Vwmn91.
Wlvwa.1 odatPwd1eb.d83I S NC 82 d*N4^n,NC 411-12 tO24 7,840 s OLZc8Nw Au t 7b4}4487_8
AI 82018 T i
14818648 IMO Peat Special 1
887u0s48t]Lgeb OAYIe 03244.u�cha DIEGYPI MWEEM18Rp
4.4 C,.Hwrytne zul+'5PoISe 1[3tac292 DIB3Y%k 3-3.1 /n%n11jf�
2-1-4 Z1-12._, 11.9.52 1&L 2074 24L14 5-0.8 32340
..IA 5-0-8 3-&012 +-3610 I -SP8 l 2.14-1
•
•
5.
--- '
44II Do „. a,
ax i. 72.1
4,214 *....- 7-1-12 10-7-12 1 207-4 I 24.1-14 + 29-24 , 31310
S C48 3&0 9-11-8 1610 SP8 2-14
Mae 081261211-442.5-E$e)6 0v3,.015441.644.o-5-t2:41. 2yaa4 63 0-24,03-2,11�TAAZZ•121rtn.30-00- 15){91 024,222[1041-040-1-01,T12040,04121 4O.4O.1-I4
NW-2401A __.a-74r-
•
Tp�L�O�.j00 SPAM*. 2.0-0 C9. CEHo) 2411_ 2 (bbll VO 11 PLATES GRP
(HWf Snows/00j
its IC VC(Lti -022 12-14 44/04 240 MTN WSW
TOOL 10.0 Lunge DOL 1 IS 00 0.18 V n(li{ -0 NI 12-14 1.538 100 M1IOHS 148/108
BOLL 0.0 Pop Grew Ila YES WO 0512 Hors(IL) 001 10 Na Ne
OL 100 OOCe 113C70021412007 ` (Nd NJ WIndLL) 00812-14 >WB 120 Weigh.1352 FT-4%
.4041304 8/2201140
741 CHCRO 04 SPE No.2t' TOP CHORD Strael wood ahsalUg directly 982 w
E or 2-2-0 {wr111 ..eapA
11224 SPF2IOOF 1WF LBE W21.0oc pinllg13-14 max). 1.l.
13023110421130213023110421v45PP No.2 BOT CHORD 12240215804249 t 74m 9811 446[1.9199
WEDGE 2V *ENO ENO2
WEDGE
Leff.274 SEP No 2,ROM 24 SPF Noe
REACIkAfl. Maize) 161828/048,04617425-e
Abe 12218-R9(LC 2
Max Lp1M18.-250(10 8),10.251(LO 5)
Our Crwl 1.2423(1.O 23) IO4420(LC 22)
I MMES. (2p II, bed Ca Oliy
TOP OHOHO 2.83,4-17.2022 3P.-187.3-18.2518,18-I 22510.444-2523.40-2844 0204-274,5-Il 2735,021.1853.222-2524,22.262574 7.23-2524,7-241877,824.2022.
5-043
BOTOORD 19624.15-1524.14-15.171,,1214m710,12-12472 .11424711,141143910/6
WEBS 2d6-i780,215-1727.3-15.iass,214.1152,414-1522,SI4.12025961215,B-I2.2020.7-12-i104,7-11.'124.0.11.17E8.8-16920
I.IGMSIREYI 000,%
f.ilQj'.500,2.ON3.OW,i.OW,5.6kJ.8.p'A,i.AW8.O0p,9.JW,9.OW 46.01.41+04.42.0 4.13-OM,14.001,15-OWarAiB.OW
INona
I)Wild.ASCE 205,I00112111 MD44OIA.8004.5 Owl 10.241t,CN.II:600 enclosed:AWES(1oser-)nm'CO Ene17ry2)mar,:a'mleer left em GPI
Xueed,C.0 kr5.F .4Oz and pane UPWRISter ayambaahwn.Lrurtw 0021-I 1,Mmegr20OL.t 80
23)Unbalanced mow bade have etn wrekeSSE kr MU 454112 ,Pmti+MEw..1..t 1,W na4
4)Pmvkk adequate mamas to prevent molar ponding.
51M requested,plates have not aende nedopovWkrgamOnL k2rarce5 or roypt tmdY'9 add erxbn mM,lnrmn m the:m02mtl4ry 9LM£4v@or
mcoatet tor Imse Gags
5)40 Parr
a r�Al20 paves unless clew rwhe Indicated.
7)NI Mmes ate 412 MT20 unless 0t 4151 III ed.
e1114 trees hY been designed lar a 100 pal b,trn chord INe bat rrlM»rtraatr Rny other the bads
9)ProvWmJwxd mrwcsQ OW W14r2ulrum 2212142pimecquye M 2111222222S5bug6fmptrk l0 dam t Witt tlpIM l0,
I0)Tide true ie MNgndln coordwc.wpb 11*2009 Inten721onal Bulging*de section 23061 and relerenced eluded ANSVIPI 1
I I)2A erSr2d IglebretlS'meI W in9 Mels'Mercer end n4M model was used in the 1.99-1 end design l mk tna,
Whia Wrlin repeamrlmbn does notdep,ot the 594 dr to onerNtl4nottMpudln along[helm a&or bottomdprd
I LOADCASF(S)Slandwd
I
I
L ..-
11-14TwosGoon*IB M:ydal �1 j &[[[0
titan IC erMu'A.5831S.NO03 Workroom 4G -...�-• Har 7.447.440sAQ
6e 92918 T Mo a Arr 820WiANDsnios No nn h IG W it 40.2016 Pe3C1q'
0:41-747WWMFOJ SP weMIMGGM1020Ww9'GIT49j91IttgADWOIDW4lnli
I L 21-4 9-1-12 127-12 1678 1673 22-1-14 2?SB 323-t0
523 7-043 -0 2-11-12 t 51192 t 5&10 9-2 4�2-1-4-
i u
I
I
j „, I
I j/
11
G
ii :[1[ 7i-j/ u t.' ..1-•i
I
i
2-1-4 4152„_ 12-742 18.7.4 22-1-14 28-2-6 31-310 ttt
214-� 708 34-0 5-116 3610 7-0.8 213
Pll,OlteU Kr-[1424,Es0p},V 99-99999.P9-9-99-2-411410-1-18.0-2-211,SA}0,4f-13t.022P34}2.6-3.8,0.2 )(OD4QOd-l ],,I0O-7 dg9,Oil 40-10)it 02120- .656(12
0-2 la4e_ -0I ff50.,22�f _pe 9299991_
LOADING(*) ?PACING- 2560 C9. (g1- in Ip DWI t1- ,- PLATES GRP
Tod 160 Pate Gip COL 1 6 TC 091 V d(�) d e 2-14 299 2W M1'10 197/14
lBlpwn�40.o Lunt OCL f r5 8C OS] Yell(ilf -029 12-14 WW 180 ,
iBat0.0
TOOL Oil Rep Gregg Mix YES WB 000 *DTI)) 0.00 ID Nn Nd
SC.1„_-.10.0 `_-O° IBC2009/TP12007 *WA) WIM(L14 60612.14 >900 390 1Wtl0M 1496 FT.4+6
I LUMBER BBAC
I Top CHORD 244SPF No.2'S DO TOP CHORD StrwnrNwwd elml5lrq-11-..20ermp '
Tt'.WAWA 210.+.4 156E 2-0044 W18w(31-;S nowt 38,0.7.ff4.
IBCTCHCRO 24 SPF 2 BOT0I0RO Rigid roiling dlledy Dolled 4r 9.10-/0 mtwag.
WEBS Zea SPF NO o2
•WEDGE
ILeft.244 SPF No 2,DOA 244 SPF W.2
I
BEACOM.% 16yZe) 18*8780.5a,041579042-8
1-M OG410.39(20 61
Max r) ftI6w3W(LC 82 10.-251241 91
5444,0nv10.24221029),4.2&21(4210
FOOCca I6..WM Lead Caw O,t
TOP CHORD 12N86,2-11-2733.317.1897,91&-2153 I8-19.-2153,4-19.2153,420-2404520.-2324,5-21.-2329.021.2422,022'215]2223--2107,7-23.-2157.7-24..1899,5624-2133,
8.9-180
BOTCHORD -76.21215-16412,14-45.058,13-,4.1712 G-13.17-171 I t-72.756,141_212]9-16.212
WEBS 2-16.-7-51.215.1584 3.15_I79,31.659,4141310 614_003,612.973.0.12-1310,7-12.657,7-11.-178,3,.1564.6-10.1752
1.000,1.O.Op,2.O W,3.O W,4.6.,5-6 W.BAW.].o.W,tl•O.W.9.0 W,9.0 W.IO-OM,11.0.W.@.O.W,13.400.U-003,15.O.W 6.N Ye-0 W
NOTED-
11
ORH1)MG ASCE 702,10Om1N,TCDo.2.0244 BCD/•5µe1 W2411,CA.11.Erp C.erd,setl:NWT*(ow-miel and p C Ecerior(21 zone,cantilever1d Del n9M
&pats&*G.0 for MOM:Onad toren%A MWoRStor reHwre}1-041-1-Unt&0.7.•186 yffiepb DC41 E6
TOLL ASCE TOS-,%-s001Men mid ow*.(*won/II EAC',PadaINEro,Cb1.1,1.6.50-5.0
3) Np
3)U, rgtl Noe beds oe Men woMA*N for this design,
OOTOOP to
5j AsrN`re. epIS*Hae no been des proWbforpl&cewem Wkrblcs or rough handllrp and erector 4.,10.15. It is We rooponedlM Who%bow*
to income*le$l9se to*Caned brIk*t tors
10 Wilruse Me Wen dngn.4bf 8100 per gown G044Weblt h5.-vrm%With y
adWa
her
])WSW 1MdlanIW mono.bn**VD of tow to tearing Pate***OI wihTNdlrg 250 6/568 al Dint 15 and 2516 up*al Ole 10.
-8)WMlrua b deeprlM mawrdym wWWt1e NM M1tt1 tioner1But irq Code waren 2.300.1 end r4Nrerced oladwdANBNPtt
9l Wort 4424 0146400 40 Wray Were Me***WOOD e*d*4 lord In We en**end dSi a m MM1lnc.
I0)GrgNiulpuAn repeserWbn don not deck.*S2o or the ONrAalbn 441re p.YrNn along De top Ando,Mryomonord
L03DDAMG,81 Standard
I
I
1
,4rna- Yrvn —1111,1$typo On Or-1¢num:al & 1
Act m4e Tte Rml Special —_ IpR 70403-7 [44a 3UOxBP_ Rawwwgl£IPw11 T
rivwtYFwW Redly@ feat nt 82 eu,M94Mel4 Run 78WMAe 78404 82018 WTekYGMne at an Aar 1909 4839 2016 Paga
vrsymMGGE0180917AeYRA01NG?dlanAErIxOYRPYPn4A7ym4E
1674
_ _ 5-Sit �' ih7-02 1679 Phi-t�,�_
6 4- 2313 3I410
361 s5u 80 0-1412 ' 310 syn 661 )
01131- mr�
I I
II
ILI ' I /�'
,
/1".,<: I I1 , � I \
I� Z � i✓ .
hi
me m. r4 . ,.
I
I I
2-1-4 114-12 1672+,,,, 201-14 2326 3j.�3�10„
Rate olives (1 308'^.... _ 360 1 1 if a 3�6t0 989
F 4... 214
a�,-5.fnne xa4a6t+nyRaa3_,41-iv37bmt.l?A-aL}L t5.aa0ua= .-orz-1:.L7n}4a �'i2�,A___T@ 25 �,
12 .a aaat tart bgu3 _
TC LOADING
(�400
SPACING- 20.0 Cd _➢EFIn 6346Well L4 PIAl98 GRP
I(Pod6rww.po) Wan Gputt 1.15 2` 004 •
W481140,14 12 >994 240 39120 197/144TOOL 100 LurdRrP0. 1,15 VBN
BC 0,82 R) -0.581041 >B17 180
40 i Feo Strew in YES , W9 045 thrs{114 01f 10 Na Na
I
601-4 100 Code i2JYbTP120YJ I Malan VMALL] Olk la >999 390 16/438416/4384 1.9648 FT-IX
q,) .—.. ......_..—..
lLV6ER 18114404491
TW CipRD TI:2x4 F1121001 i.' TOP CHORD 2-O000l4Optl sheeting directly awned or 3-7-12 oc purlins,except
T1:234 SEW 2139F I BE B-0-0 W pas(344 mazy 640.7
1 WEBS flD 244SPF 00.2 r4^Pp I Row1144*way pAie-or&09 onbreang
WEBS 244 SPF No.2 WEBS 1Row Ea m1411 248.8-10
WEDGE
LW 284 SEW 4442 4110447445PF Not
I REAClIW3 (WOW 104074059,10=l87B1038
Max Hon 124-8941.41W
Max<irRvl 8.-243(.00),10.244(.09)
Mar Gnvle.2a22{LC 24,14242140 231
IFOAM& (b)•PM Load Dem Only
TOP CHORD 1'17491.2173742.18-2097,1814-197&3.14-192437--1912,45.2064 512003.&4.419137--..1897,2621..1928,821=3097,&22.3749'21.191
BOTCHORO 1-10.200,15-14.1 754,1415-17441314.1701,1243.181,11-12.1744,10-1141754410.400
WEBS 249. ,345.151,81/4318,4-14-900,5444736,912.745,612498.7-12.919,7-1.451,8-1Ld,2-i 0.4531,41042531
Jdwf Emmen=
I.OW,I.DIXt,2.000,3.000,4.0.00,5.0.00,6.300,7*.000, ..000,9..W,9.000,M-000.11.000,02=0 00.14.000,14.0.00.15.000aM10.800
II WT�ASCE 7-05,I00rwa.TCO..CO,,9GCL.5Cp#'.a-24R Ca.II:-Ear C-,enclosed,NWORS(41043601an<C C 444840 Woe calm 6n vN 444
greed,GC 1w mentere NW Woes O MW Fi81or raaxbm 0iown(44394 OCi.160 09e 9441 POL.180
2)1OI.L'.ASCE 1.05,R.441.01(I MI ,00l en0w),089100/7 It B4p0,PalSN EW..04t4.44834-0
4)Provide eoqude dr ntalanced snow ban aq�waer4w ergo raedror o
15)A peadd9eae�wenot Ktubeln biae�for pawmantolerancee w rough lend'I%as erection conditions. It n the rm(wnsbIy a the lmMmw
8911841nes Ws been Meied for a rc 0 pelWtlam chord Me load Mnmnonnn1 wMiaiy other a*bads
7)Provide mwn'It wnnecton(Iyot.c)of lrw to bearing OW Webb al[Whatwdlrg 243 b wantwanta[pint 10 and 246 Wm a joint 10.
5 t
84 4 tram s dt1OM0 in YMrdNM wh the 249 YtlttlWkatl Bwbrq Cone atM 23081 and 1de2rced 4gdsd ANSVTPI I.
9)'Seln•rigia pftclibnAis livludIng heap Mento,end R iv rKKbl wea 4439 in the analyse end deei9n of tha truss
10)Grgnk:J Wdln,e eaallddn Wes not<404144 sir/w 344 orientation 1-
orientation of We curlin abe bdo
y pack/bottom rd
mcho
ILOADWA89W Standard
I
I.
pat IrNv lrrvnlpci 70ty 9a BwWme SOW.:Vs l
1100201948 n} cennlpn z
ltivuY F'pwtl Pogkwi.1831$..5482.Qu a Ron /000.M820SPare}¢Way 023reWTxe Mbrmlee Mc Pre eagl9024688 SOW Ppei
10:012c)VkoNMFO7 w8P zvmmmMGG9TToTwsVPKaHM4 H8WF' e%NrAFYOCUMNrd4F
1.11.1 15.7-13 22.442 29-5-2 I
1-11.1-t 48-12 1 6-8.14 7-0-7 'J'
1
I
1 awn- /,
1 ))))�
))))---).--)-- ,,
tree
% /7 A.
1j %1 `I
\ //\
1 )a
214 11.1-6 + 20-1.8 ._.—_ I _._ 24.5-2 -
_ 94-2942 __,_, 4310
i,�ulx,r,..pw1j.4z-a'go.,yapt:9l,=Yr2tz0ala -...—. _—. _
TI OAp106 4 SPOONS 2-00 49 OEH_ Ll tical v299 4WI
0 PLATER OOP
TOLL Yl0
Pete Grip 115 10SC 080 VeNIL) -017 74 >eW PSA M120 197344
1 T .0 Rep.Lumber DOL 11S BC O W Ve'IQL) -009 15 >770 180 001 xIH9 118/102
TCpL 00 Reo Stress lm YES WB 089 Ww Iu.) 009 Na K9
�BCLL 4> WMIB."eWYTFRW} I —(WOO IWrcbILL) 00} 8-10 39W c'BC Weight 122b FT.4%
204L 100 -- —...
LLMBER 0llLW4
TORCHC 2a4SPF z1 WF ISE TOP CHORD 9W
rYlel x004 sheathing dl2ctlycolied except end vertical.
BOTOHORD 244 SPF NNoo 2 SOT CHORD Rigid Wing directlydiryAled or 080 oc twang
zN
WED$ SPE 022 WEBS I Row at+MDd
I WECLeX:2xE
45PFNa$
REAL-MONS. (MOW 11.181!/058,}.189}/LMChankal
F4 Fp211.132(L08)
t#db[N11.329ILC 5),1.-1524LC9
IFO0:E& 41171-WW SW Coos 010
ROT
TCHORD 12.478,.42.3-2 0 38,.-I892,4J2.19197.8.203 sa 309,ed.it2
CHORD 1-1140,10-11.1958,9.10-1408.891400,8,Y2.1Po19
WEBS 2-t0.427,410-57&44.833.5.3.f,05,2 11«2675,51.-20,0
IJOINT STRESS IES
f .OW,t e 000 2t ,5.005.4.009,5-000,8.000,7.000 2-002 9.0.00.10.000iM IT n 0W
1 N01103-
pWind.ASCE]tS;I0n4l;,FO`JLdod 00gs5L ,,h.2M;CA ThereC,eMJWed,MNFR9(pwme)end 0-CEwerbr(2)zone;oa181evet left end AWM
eclosed CC for menton and forma&MINIMSfor reeaons shown,Writer DOL-1.80 piste orb DOLet 00
I3)TCILAce4I r w ,Pf-tao PO tISW rod 111010.7010700 1FI nwfoods . considered Sr SW dE@C,P ti ED= Wlt
4)A std haeaM not bean designed 31puede for Faaoetem tolerances or rough hemnrq eve erection mAdnooa db the r ponsbIy tihe fabricator
to noNISII
aocourt
I5)rel Oates
0c4 I unless WI-entice Indicated.
*Wooed or 410.0 get htln chord Me Iona nonyrcWrent with any other We barb. I
7)ReKK So pe}u(e)tor 402 M tame wr eotms
8)Provide nedhenod conreclbn(ayoeen)of bons to bewfnO pble8<yd*M wtSadrgYA b 470 Ogler/1 end 152 b LOS el IoIM 7.
9)Ras truss Is desgrMIn SwmgsMe with the 2009 4MrnWbrel803lrq Code moron 2200,end referenced ebndwd ANSVTPI I.
110)5earV I Othbraele.*Iudirg Meer Metter ed QYy;TIOdiII.,81I 00.d In the waleISV4 de$n c4 thisIN'S
LOADC%4f(E)SYudwd
I
1
1
I
I
Heb Imo.. come:Too _ay ..vw e.wrrearla.elYarw,r P1
/90016449 TIP Iflmi Spada] I 1
RARER 1
I ARRAS Foos Aa ,ses)2!A 1C @2.&n n.NC —....—.... Rim TiO. i2mO PP 7Nrb S2 PISTa we a q p'
i ID oUO2tROAn9FOROES _ EROMOG-gTToTmsVPK *S szznXM�ive4YY000MmIylI
J-1),•f 15J.13 20.914 2934 331x8
— Tot-1 TAR12 ) 9-2-1 4.5.6 4J3
r.xx
l
hathEasv
..err,w.. -� \,.
r
1.
I
I
/ h F.!
,
.
., •
cc od ro..
1213,.3 982 - t IBJ-19_„J_,_,^, 29-914_ , 29&4 33-fa8,_„A. I
2 L4 T-614 541.11 42-1 0-SS 4 T3 „f
e0, rt�tl:xrn n 9eQ DE. :2. .x412 afA2O}4Doc., -9. o w A @0.3 12c$Oe;_ _.
o-z
I _ I
TCL (FWD 9YACR1& 2-00 Gtr DBFL A (bo) LEES 40 . PLRFS DIP
(Rodffmwmq Pate PR D. 115 TO 087 Y 2iLSi AYd -12 738 '80 MTA 190190
ITODL 100 L rcSn I1 1.15 I BC 069 Ven(R) -05211.12 )A 100 MTMHB 481102
BCD_ 00 CRep ode ca YES WB 088 02(41 0. 4 8 eo 100
WDM, 100 CWe1 P12WT I OWOW) I WiMryL) 0ID II.12 c929 AO WOO/POlb Ff-4%
TCP CHORD 2x4SPF 2100E i SE'SARA TOPRD Structural wood sheathing directly M4lkC, expo end verticals.and 2-0-0 oc purling
T3.20 2100F 18E,TETE N4 SPF N0 (2
2 -10 meq'.Ge
I BOTCHORO 2x4SPF NO2'Ee.IM' SOT 010110 ROP ERSE OM}POIRPeE-112 cc RADS
PEVA SPF 2109;ISE WEBS I Row @RDA 2-12512,58215
IWEDS 24SPF No2
WEDGE
4SPF NE2
t/MACRONS. Ems') 19.2ICIO-5-8 1995(VdmuW
Mea W¢15+122(L0 8)
Abe& ift15.-249(L081.9-'195(LC 92
Max Gav15.2143(LC tt,S 2120(LO I9)
IFORCES Ibl"FPM loadOrly
C TOP 14.405,24&.2222,3-10-218>,3-17E2-147,4-17.2132,4-10-2093,18-10.-2IAI 510.0320 5-20.(2089(B20..-200,821.2389,7-21•-2499,7d.-1993
f BOTOEORO 1-15.231,14-154332.1 El 4-2374,12.13-227E I1-12459),10-11.359'9.104591,8-9.122
WEBS 2-14.103,2-12-52;412-100,512.1801.511-142.531891,9-94222.15«3117,2-9.2074
JOINT STRESS INDEX
-0901.0(#.2-990.3.OcX.4_000,5-P W,d.O W.•F.0 00,8-003,9-000,19.000,1£.00,12.0 0,19@00,14.000 w'd 15.000
1 RIO-
Wad
VAR ASCE T-OS,error TCOW.pet BCET-5094 loins car fl,ENC,01.-lei.EWERS 1bmMeY.MCC EderlorD)zone;cartitepor WI and phi
1TOLLAC'CbrmerMn and forces Anowo.S 1a11wdblm shown:Lufy DOL.1.1,WOE L..5990004oDO
2)TOLL ASCET-05.oade0.0 PW rod snow).CRE N11 EP C.PATES CO.CRC.LurtO-0-0
4) Use Rads
to prevent pondhew bean pocketed ho design.
51 As requested,own save notb4rdnWne4lo IXavkin for plkeoeMWMAYesoccolt W49rpa oCbnm:dlbM X 11 te PORAIDER 6@q 18111+814*
to Row.Roe alaslo account for 1900E lectors.
8)al plates are MT2O Delp unless otlwrwae IMka ed.
DmN lrw bpben 6Tky'Mtre10.0 petWbmathE Eve We notaprourntri RR'm(PRE&eGMe.
ttt W RPM to DEAD)Dr truce to Ines W nM%Hons
9)Provide meeMniall connection(tly NMS)o1 trunco bearing PMe cottabb ofwMhwARIrp249 le AR a,RIM 19 ltPI 195 b AMY ORIM a
10)TV Mee la PaslottER acoh&'roe wt 14200..DiamaticroZEOStp Cod.sectec 29A.1 ad feinnced eWOM AKv41PI i.
11)SeM.lpp pYDUrela IRWIN M1xb'Me ter end EP/mold war used in the endb,M and de*of Wa irus.
12)Graphical pudic IepeMnetlbn don Mt depict the Op or 8warbntabn of 1N FVHOn Ebro Ds topµ&or MMtomcnod
LOAD CASES)Staqud
I I
I
1
I
rJ�.. -11nw -Timm toe --.. •- ..-. Jus133.- IBnwme WlaM:Yawn St _
_
1160610E46 lit IRWtSpode ItI 1I
.Nb FeMwiv Kemal
LtieMelfPertMWutb,£8315.NO 823mlcpun NC RIB 7.671 l- B2%B NKr 76403 Aps d 2010A6Ad Q7MpgIn.Ts Au 19� 37'2010 Paps'
ID:•L2cry 22944 uSTv�w2wnlOGG GH6011Ala01Q7M80SabHIL5p82/JD23ZBWnTLeEsnil
I 7-11.1 t 15-7-13 224i6 27-3-4 1 33103
5-114 74812 7-21 4-5-6 6-7-4
r.rm+I
•
i
Ii � . WI
d - II u
!j
�. 1.. .4I .10_ a.- ,,,,,,,,..% 1
1 24-4 r &Q2 _, 15-7-3 _,,,,_I 22414 B7-3-41 33-104 -
3ry1.4 6-1(314 6-7-11^ 721 - - 438 ` 674 __
11 .. 1%,YI-t1.0.036312L204-163.11 F 4461-ta.500CtlSo t2040L166.45 Ydh(&Iab ECtern6624,03-0 . -__
i LOAObroin) 9PK'320 200 • CS. MM-
TOLL 40.0
- (bol ,999 Lei P41ffi ONP
I Root$mw.APO{ P6bGttp arDOQ. 7-15 iC D90 Vxgtt) m811-i2 >994 240 MT20 19}n1b
TOOL 10.0 Re SIr WL IJ6 BC 008 Yen1t -0 >BVa 143 43'43.043 IIBH OB
IBCL. Op Luster Iar YES Y@ PBT Horst-P.3 018 & >999 Ns 4398435 19FT-
BCLh._ 700 GSM 1M�"e099n1P112'0T 1141306 044343(LL) 009 11 3110 I W<kM.1561- FT.and,
Ii OCF 2s4 032350F 2.3E'Except' TO0OPCCCRD Sirs:104 wood sheathing al2ctbssmiled or 24-0 us putts ex(0 end versa anti'
13'.20 SPF 2100 1 8E.Y4'.2x4 SPF 04,2 TI..243 SPF 21001 LBE 2-0.001µA143139'13 mast SB.
SOTCHORD 243 SPF No.2 HOT OtceD Rgdeebg GlYtfgSed or 64(toc bussing
WEBS 274 SPEW.2 'WEBS 1 Row al D1 212512215
WEDGE
I420 SPF We.2
7- 4REAC1Io . (1-6760 15.21430.5-3 e.1905m1eshanka
143711o4 15.132:30 81
Mu.MIS ISn24B(LG 8).05(LC 9)
Stas Gray Q.8.21-21531,.0101
IE83PLffi BM-Are Load Case core
•TOP CHORD 14.4834-16-2313,3-16.-216%3-17-2119,4-4-4105,dt8.-149t,18-73,41t9,55-19.-684520.-2814830.-2215,621.24n 7-2134640,7.4.-1836
BOTCHORO 1.16248,14-15.2.138.1344.2167,1213.2307,11-12.3086,1011.3082,610.231,84.231
r WEBS 2-143108,212.537.4-12.1144,5-12.1395,&11.105.5-104210.&10.588,2-15.31437-104040
I JOINTBIREBH IIgX
.3.00,/.0.00,2.000,3.000,4.0.00.5.0.03,8.000,7.003.8.000,9.000,10.0.0C,n-0.00024004.19.0.(3/.14.00040315.0.00
NOTE%
1)Wind.ASCE 7.OS;10 mph.M ssgsI.BCOI.SL e,h.24R Gat R Bap C.sr 5-d. WRS{1-w-436)678 G-6 E66106717070-161136713 .f WOAgN
a4)(ee4 Pee eethaverbent and bane B MNFRSIrreaAbne fM.m,tarter PC..1 e0(46e943DOL-80
12)TOLL.ASCE 745,F1.40.0 W(1136 tool Wnowl,Oe1WBty It Fxp C.PafYb END.01.1 T,7-04.6-0-0
31 Utsammd wow bath own been wmiieredfor tot xegn.
'4)Fmvp6&Npuie*Nrrye to pT r*w36erpoMlrp.
5)Ae rolueetxt pleb have not been designed togovies for placement Nbra%.wa Of Much hemline8Pd erects condition.. It is the roepineivldy of gen lax'Igor
to pwreae p W e evn to awurt tor,hs Marc.
61 M PIMes are W12/sites cnbe senM4 idbc ed.
7)This truss has been desIgnedtor F 10.0 pal bottom chord live bad sensors:uses/with any other Ilse Stas.
81 Roo bWmfV be low lotus*mr, ns.
B)Prove TMhankut PoMgbkn((ty ooh014)0113stem MMry p+decgvt'a oI W3lMmMlre 240 b1p,1m a Sant IS and 195%yam m pone.
O)ThI8 truss la861943E In NmkY'Fe rth the 2009 InbrrApMJ Buildrg Cob sedisn 2300.1 and MbrtnCN standard ANBVTPI I.
121 Gr P^IMrgns Istau4$ ea rod MenM,Mkt Sets'hicartesssd 666 mole apu�H lI aa)leb ad desk0 d Sb Irvs
rtn along the top mWOt WIIOm chord.
LOADCASQ%Starskad
I
I
I
til 08'169940 1114 Iflmt Sp'Mel q1g�
WvereY Reduce.'7(3.S NL 82 Eu'6gioo NC Fri*/ - 7,4 . 820181f#e.I th rtW Inc to M 4FO7 OW y0- 9Gd838Ar0 m
1091J]'lkoArvtFO]OR96P ml r[CaF8OLv93-10-za'I�iarmEao2sep9nvmP 4H�8 I
]41-1 15-7-13 8-12 2521 29-}4 38-74
7-11-1 ]812 +- 524 ). 4-5-6 )_ S]4
•
•
mTz
_ .
4 69.44.t.2I M1 1159 .._ I 20-9-14 33-10.8 ..__
214 9-4-5 9-48 49-8 9-7_4
•PG&Bet {X11--t1'0.1_0-teip'oass99.91189.w&2 1P,NoceRc.r8J if0o-'e�aaq,Of+)fl2wtal _..,�.
LOAD 10�) gpA.�O, 24.0 W. CEBL. O'><1 NMI LO •
PLAWS MP
TOLL 400 p)eGrpROL 118 IO 0.98 I Van(LL) 0.18 1-13 >899 240 • MT'N 197(144
IPodSrow-400) Reiner DO_ lis BC 090 VertUi4 O4911M13 >784 (80 M220H5 149108
10.0
Rep Strew inct YES - WS 082 Bootle) 0. 1 8 Na Ne MORRIS 197(144
ecnl, 11)4_ I c "IBc2o iTPI2Wl 19461.1 wMIW 0 DO 11.13 >090 Seo Weight 551 Fr.4%
LUMBER. TBRACING
TOPOROR024459921WF SE*ExR2 TOP CHORD SItWvalwood 4lb sheathing KN'Ied except and GRIGG,and 244,.R palms
It 21 OF 2050F 235.14. 44SPF Na$15 NO SFr 2100F 185 0-0-0 max)58
SOT CCHORD 2x4 SPF Nn2 BOT CHORD Rigid ceiling directly 0-{7-100 or e4410C bracing
'WEBS
884 SPE(b2'Except' NESS igaw alNV 2-14
W16298 SPF Not
i WEDGE
Left 244 SPF No.2
REACINYB tbsMn} 14.21387(54.8.19:911iNharIati
Max Horz 14.131 ILC 6)
AMR LlM14.2491L0(I)8.99441.0 9)
• Mx Om 14.2138(L0 I),8.2170(LC 19)
FOICfB (b)-6166 Load Cave Orgy
TOP CHORD 1 2.404,RI 5-2534.515.-249,3.10.43x,418.2.03;49.-8070,517.2190,8-17.-2194,618624,2.7-18^¢874,7-8.9815
BOTCECRO 194-23013d 4.2394,1243.1051,11-12.18511011.2895.910.452.90.492
WEBS 213.32,4-1a-515,4,11.15(8.5.-11.-1141,549-189,610.481,2-14.41167-19.1770
JOINFMREESINDEK
1.0.00,1.0 00;2.0.00,3.000.4.000,5.000,8.000.J.000,8.000,8.0.00.10.000,11.0.5,12.0 W.13.003 and 14.000
NOtTH-
tlNoosASCE 0form members
TCOLork NON 8.
,BCDIspelt kms sown mExp Looter O4w0 4fdeg fOQL-I. flM C0 EuerMlRlmre',CVAllmrNA 0-M rpM
emxee GCbrmerrMra e8.rorwsn MNFRfiloraryII,E RD,P0: allyR ,Q.11 U44-NOClL.I W
21 911/94:ASCE 7451N.Waet196.4 wow bail een 4aly sed C4eRfor BR GI115.000 C;PMIaIy Epp.T+t.11,l.rru'Oa'i0
n
4)Provideadegope dralrB9B to proven! nilly. �
5)A I�requested.plates MMS Men designed pravle for placement bM
leranoor rough IOMa
rease pieta Mosso
IIng and erection nd4 ,n It the reeons,y d lit8.GRINGO
r these factors
8)kl—aro M120(44ee wtneoler'.oise MYWei.
7)ThMinreRuben resigned fca 0 pet ,IIcm otird Ise dal Mwrtanenl BM any other We load*
8)R I r to gin*r(s)for Rum(to PuW
s rcctons
B)Proode nisc1ei9W Wntawt IM others)otwssb Hiving plate o eof M,Mardlr9249 b wilt at 7-M 14 and 1946 rlIIatprn 8.
610)i9}Ras 4 dnlgned In accRtaCe G&W.2083 6.6.4RM Bv4Hag Code Netteet 2303 I RN gNmey 997(&39$4100(.
II)(9166,104 pftNne*a SrM1MMak'MernbetendltdymaM was wed M Ne anay'ero end design N t'as.
12)Graphical Wrlln rewecenteSn Yee not depict the e"ze or the orkMPoian of IM Bodin along the lop andlor bottom chord.
'LWACaNSSs S1mdarE
c 17eue 14444 T— FH I eeame BuidOrt;vm s1
0810048 1113 Mol Speeel 1 1
— 2umeeL& ..i,o44N315. L 52,64444 NC144.79.47/4 a Pe Pt 8404820s 474 949-444.Inc 444 00p0 Rgut
ID74.7,0444Wi4FO70/04816 wzpnAh3G0544147412u3_W102pe405V4SpsS Ethvm il,
1 7-11-1 _ 199-13 _ &&Id 2336 28-5-2 3 30-8
7.111 ----1-- _ 3-&12 t2-1 698 5-1-14 S5-e _1
7-11-1
i
704 •
� \- Ati
/ w ---1.454.,
�4\ 1.
// \ \'
74 V7/
v
•
4 $. M- cr26b
•
_ 28-5-2 10-8
t* b 0.x5-AO- 2 a0 22L 8' Oa e1-3 191,yrs-84h t 0-2.1 :COL 434 •. 51.16 35-6 H.•._.
12 b4 1 125-9 18-9-14 I
3:9}i_24 )135-x-eta+at _
1000(99) BVKNG- 400 CB. OW.. in 004 Vdnl L/d PLATES OFIP
'L 990
Plate Grp DOL 115 TO 090 Vert(LL) 4681315 >99S 240 00120 197/144 I
t5reWM10) Lumber OW_ 1.15 BC 987 Ve ,04043-1 .848 190 492044 •43'108
L- 10° Rep SrvmIm YES WE 0,118 1 Herz(t) 0.0 9 Na Ne Mti8H5 19T/IM
)i 1aL I Code INC2W8?PI2c7 i (MErix) J WIM(LL) 00913-1s 9999 B0 I Weight'WOE FT.4%
MER. _ _ _
'CHORD WaSPF Na24xoe1 TOPOHOBO 44474 weed 44444dbsty ied.except eMwmwa cid 20-0 xo+Ime
12.200 OF 285423E,Ti 244 SPF 2190E 1 BE 12.109 mac):54
rcWMo 2x4 SPE No 2 GOT CHORD Rigid 5SHgdbepry applied or 30.0 OP bracing.
38 204 SPF No.2 WEBS 1 Row al meµ% 2-18 '
)OE
2x4S4 No 2
;COON& (Nelael 194214405A,9.1905/054
Max"rors18•1324C 81
Mee Lyr,19.249((LC 8),9.195(QC9)
Nm OMo144148(LC I),9.221040 19) '
CES (E)-Fh4LaMCaze'VMy
CHORD 12.679.2-17.200),317.2461,518.-2408,040.2304,4.5.-28448,5.19.-2090,6-19 4000,5-214-2342,7-20.-2470.7742618,94-.1847 •
'CHORD Id1-43,IS10.2343,,14-15.1859,el 41041,12-13.2350,11-122248,1011-141,410141
IS 2-15.35,4-15.044,4-13.1324,5-13.-1098,412.495.0'12481.7.12.-192,91 I.46,,219.3148,8.11.2190
ITS)119.NBE(
.0.00.1.0.017 2.000,9.000,4000,5.000.0.0 00,7.000,8.000,9.0.00,109000,11.0.00,12-000,13.0 00,14-00615.00044 18.0.00
W ASCE 705.lMrtU,1CO450110,BCDL4 %t,,M2N1.Cat 17 ape,.a*,. i MWERS4w441/1ardC4 ENelor(2I mne,cnNher WIte.n4 YlM
posed 10-0 for membri end brow A MWFRS ler reactions viCown.Lurrber DOL./.W Wtle el/DOL.)0,0
AL'.AYE 7-06.17440 0 p1 IIW roof wren).Ctegm2 It..E'4 0,PartleR EW.i C41.1,)440-0.0
WWpd wow loads 144 been considers or 94 design
ca Yb 4441&the eto 114441 wakrpol tl.
requested,peen 474 rrA been designed to providefor placement loblwwvi orroWn handling ed election mMnwro. It is Me rmpano-YNMot ted/*reeler
rWe plate eizesla B40411 lar theM factors
°SM are M720 plies uness otheM ae indicated. 1
4444-1:4p41444/4914 a MO gal 1M&rtr ceded 8e it ro1404444 wed any Wer We 4415.
Was lMtiunlcN NnrecMn HEY ot1ern 441/1/44 W Fear.re P14e capable of 411401144 249 m Iden taint IS and 45b uwt el Pir49. '
9 true S deigned In ewrdav wan led 239Interne/44 Bulking Coe section 23008.1 and referenced standard ANS/CPI I.
rrerlgld dc4944 b,cilrp nets Mmbr end Wily model ores Law/in ted Mebae and design otbtruM.
957x19 pdb+rtpeavttWl dos Ml 4444444404orknWdoot We 4-heb410414enAtI bnncOK
)CAS )3eMmd
I