31A-331 (4) Jo] Ives alma Two pg ',PM 'Bwvrm Builders!VenomSY..
0008180413 IJ08 Jack-Closed13 • 1
Job RMn840 Mntt(optional)
1ldvered Furan vmd b,58315 NC e2 Burlington,NC -- RD.o 7 840 7WoM4FO78Print 0803P_wzyTMO2018
1CA0?rc C atindueirlea.d1WOHXk 4GiEU 20 y0PcrXYhy6 mlUl
4-9-8
FAsa I
li
r )
•70
w �//,I Poe
••
m- v ii a
2-1-4
2-I-6
Rale Offsets X .. 1p0-130-5: 10-00-0.151,11 o-2-0_ol-l21 - __. _. __ __ _
LOADING OR) SPACING- 2-0-0 CB. DER. H (bo) Udell lid PLATES ORP
TOLL i0o Pies GipDOT 115 TO 073 Verl)LL) 000 3-4 >099 240 M720 197/144
(Roof 5mNW00) Luster DCL 1.15 BC 0.11 Vert(TL) -000 3-4 >999 180
TOOL 100 Rep Srev Ina YES WB 013 Hor$TL) 000 nla nia
BDL1000 i Code IB02009/1PI2007 (Metro) Wind(LL) x00 3-4 >999 380 Weight 190 FT-a%
LUBBER- BRACING-
TOP CHORD 278 SPF No 2
Mc lO-
TOPC11Of1D2xeSPFNo2 TOP CHORD Srudurel wood SMShing directly erylNtl or 4-9-8 oc Wrllrt except end vertics.
BOT CHAD 2x4 SPF No 2 BOT CHORD Rigid ceiling dBM&e ped or BOL oc bxlry.
I WEBS 284 SPF N0.2
I WEDGE
Left'274SPF N07
I REACTIONS (bete) a_81/Meehanvsl 4-475/058
I Max Harza90(LC 8)
I 549.7 Max G v}1lWiLc 2)�iiLO 2)
FAKE (b)-Fird Load Case Only
TOP CHORD 1-58478.2-5487,2.3.70
BOTCHORD l4.-420,3.4 0
WEBS 2.4574
JOINT SIR®BBFJL
1-000 1.Om,z-x003-OW cepa-GOJ
NOTES-
-i)Wnd.ASCE 7-05.10070T TCDIn5 Opsf:,BCDL-5O el;M24I,Cal II';EXP C',enSosed, .MFRS(Ionise)and GC Exterior(2)zone,cantilever left and tight
04309034 GC ler merrkers and forces&MNFRS for reactone shown,Wneer DCL-I 80 Ole gr D0.-1 BC
2)TOLL'ASCE 7-05;P-40.0 pd illal rool snow).Celeyry II',Exp O.ParbsN Eos.;CI-I.I
3)Unbalanced snow N4-have Gen mmberto for this design.
4)As requested,pees have not Leen designed toprovkle for placement blersWs or rough handling and eredpn wMrlgre. It is the rmponsbity aline fabricator
to increase pylae sizes to account for these faders
5)TTb Iran has been designed fora 100 psi Mom chord 15e bag'nor✓AMvrenl with any other IM bads.
6)Refer to girder(s)for hoe to Toe connections
7)Pouts medancel mnnMbn(b/ones)of gusto Lmlryp)ec;xYieof wbaandlrg34 b IcWn at pint 3 arid 92 b WM al pird 4
8)Tho trues 0 designed In accordance with the 2009 International Building Code sedion 25081 end mbnrtAstadwd ANSVTPI t.
9)'Seil-gd pielkeedo Including NnIY M1tMRr end fxky model was used In the ene'aM ard deign of PNhuee.
LOAOGV5q Slandered
J
Betcuimietoesiivema
, .. -Twu —___�jIivd Tyw -_. N 3Ym apr1 Birex maeetat^aw{�I�cesM9Vt10Y03tl1'2IPage
i4Y
,1,0051338 JS, Jam.CG.d 3 IaeR.Ma� I
UMve., FermiA WN.5031 S.NC 02thllnwon.NC -�— 7510.pMor 32010Prmt.7640e a yl
4-5-127VNMnAF0n6aRe MG alUl !m Y
-512
4-512
l_.1.44
a.4 2
UN
,j/ '' '// /
ri
24
j� /,/
2-1-d 1
Pate 2-t a
Off eats 13221-±4.0-13,0-5-81,p9-0-0,0O151 Q_B2-o,P t _—
J21 -_ - .—._
tOAOACNBIPR
SPACING. 2A0 Ca I ODE
TOLL AOC m tlaH WMI Lid M10 OqP
TOLL .nm.1OC LRate Gra uieD< T 115 TO C3B A 115 BC Oil Vo21344 OW 34 4389 sO MPN IW.9M
TOOL 10 Rep Siena YES WE 0U WrsttL{ Oro 3-4WILI 430 ka rig.
4559 tom+
KIN. 100
Code 41020037212007 (Matra) PoMILL) 000 31 >W3 360 I Weight-aA FT44%
i TOP
BRACING
I TO'CHORD 2x4 SPA No.2 TOP CFORD RrWwy yro&eµetlM1lrpdox 500 Qo bar 4-5,1202 pudlm, e.cegeM vanlmis
SOT CHORD 2x9 SPF No 2 SOT CHORD Ria hauling&wy¢gb3015'0-0a bracing
WEBS na SPA No.2
WEDGE
IAA'234 SPF Not
REACTORS. lbaUP) 350/xtmanlo1,4M7W05-
Wax Hen A.84(LCB)
Mah h22203.33(LC 71,4-944L08) '
M (Grav%O5(LC 2),4-03(1021
POACES, (AI-Flat load be Urly
TNOTCHORD 1-42423,2-5.532,2-0a42
WEBS 11.333,3440
WE83 2.M.5S1
JPINTSTRE491MEX
.0.00.1-000.0.0.013220.00424 44000
I
NO
0 Wal.AADE105:r rtes TC0-445ce,& 8CDb53/34.,,a.24s, 5,EVC',encased.MAWR$Pa_I era GC EA.40321 LMO.'w5kwr he end AV
2)Tar MO-CE for mPembers
ara pd 11191gMMWPAStor rembm shown,LumNrarw1.A gads gra DWI1-W
If3)UnMHnced snow Made have been-srwldaM In th design Caegery II,
Partially Ev+-�DI.1.1
4)As requested,plana have not been Wsprd to po,de or pit*Oenl tolerances or ruogh handling and erection WNains It is the reiyretM a the I abraelor
to ir.xea**Oa elm to acoourt lar them was
S)lhb Lm MGen*,9ned nor 4100 4-N LWbm chord Me load Mrmneurtsrl with any Other Ilve Ioa{b.
51
Beer a haratay ler ash latruss mm tion.
71 Ra4de rtr#aAog moron Ery otMrs1 orvvu to GWp WYecc e` a*Ina era 933 Eub5&pin 3 at 94 h 426,31 OM 4.
Waif tnu'a deNared in accordance with the 2209 lrtern4102e'BuOyrc Code eetlbn 230.1 and re-arercatl ahMsd ANS VlPI I.
101'SeMNM Moh r.S,Including NAV'Member end Nay modal rhea used In the enelyelthand dear of mla la%.
L0AOCASF(S)Standard
,Job Ties Torn Two Oty FIFA '.; Beue»Biilwe/VernonSI 1i
',100e1064B Je dadc.Cpen Glad I 1 '
• Job FMamv(optimal)
I Uivanel Forest Products,5631 S NC 62,Burlington,NC Run 7.840 s km 820169,4ot.7 MO 4. .c 82018 MTek Industries.Pc Fn Aug 19564e 19010 Pq�
IDolZc7WMAFO7uMAP_wzymMOGIURtlUOdaN1 Ed-ac n, YLwIAI➢lMMBy802fyntjMi
!- 2.7.4 I
2-7-4
,d.....,
.arB %
cc-
; di
i .
I 1
II a », ,
11 111 I
0
•
LOADING(pap - SPACING- 2.0G C8, UFR. In doe) Vden LO PLATES gip ___—
TGLL pop Grip DOC 115 I TC 015 VerCLL) Lm 34 >999 240 00120 197N44
1130013roM100) Lumber DOL 1.15 BC 033 Ven(R) -001 34 >999 180
TOOL 100 Rep Stress Inc NO • WE 001 Hord(TL) 001 2 Na Na
BCLL 00 Code IBO200WTPI2007 I (Metrix) WMMILL) 000 3-4 >990 360 Weill 12t FT.4%
Bat 100
LtI
TOP CCR lOPCHO-
TOPCHCD2.aSPFNo2 TOPCHORO Structural wood sheathing directly 0-0oo or 2-74 cc puddle, except end vertiWe.
WEBS iU 2x8 SP No 1 BOT CHORD Rigid mIllna lireay 3piM or 10-04 co beclrq.
WEBS 2x4 BPF Not
REACTOPB (Mhe) 4141010-54.2.110/Mechanical,3.379/Mecdnanicel
Max HJR4U(LC 7)
Max Lbin4.114(LC 7),2-43(1.0 7).3.-40(LC 7)
Max Grav4-1410(102),2-118(1.0 2),347911.0 2)
FORCES. (b)-Flrst Load Case Orly
TOP CHORD 14.-123.1-5.44,2-5.41
BOTCHORD 4001 39.0
JOINT STEN WF%
I.0.W and4.0o0
NOTES
I)Wind-ASCE 7-05,10011ph.TCUL.54S,BCDL-5gxl,1.2411,Cad II'..Exp C.enclosed,MWFRS low-rise).canlllanr left and ngle exposed,Lubber DOL.180
Plate(1ro DO.I00
2)TOLL.ASCE 7-05,P1.40.0 pct(Xm root snow);Category u',EBp C,Partially Ea,041.1
3)Unbalanced snow loads have been considered for trek design
41
requested, not
been
govide for placemen berry9 or rough handling and erection conditionIt is the rMlvnstlM of the fabricator
replate otelthdesigned
rs
5)The Inas hes been deigned for a 100 re bottom chord live load nonooncurrent with any other live loads.
B)Refer to girded')for buss to boa connections
7)Provide mechanical connection(by otter)of buss to beating plate capable of withaVAIry 114 b WIX at joint A 43141 at at joint 2 and 40 b uplift A Ioint2
8)1111S hula b designed In acordance with the 2009 l ernS'wrol Buidiy Code sMbn2300.1 all referenced standard MISVIPI1.
9)'Sen-rgld prcroreao Including heels"Member end fixity model was used in the analysts and design of this truss.
IC)Use USP 00)528(MAI nate irk,Grder 8 18 nails Into True)or equivalent 6090 from the bit end to connect NuSS(es)TI I(1 ply 214 BPF)to bard(lane
cl bottom chord.
11)FIN all nail gls where hanger le In contact with lumber.
12)In the LOAD CASE(S section.lads appal to the lex of the truss are noted as front(F)arlaw(B4
LOAD CASE(S)Standard
I)Dead♦Snow(balancedy Lumber Increase-l.15,Plane Increase-1 15
Uniform Loads(pit)
Vert 42.100,3-4.20
Concentra/ad Loads XM)
Ver 8--181818)
tifier
JOS
'rerellBFarow 58315 NC 02,IWrMPon,NC �JwNCbeE Ng7.840sAm820OMMier
&Re ntFA Pus
1808OJa
IO WWBPvMn Y] Rs 8AfYJMTNllt2
6-24
6-241
, , /
2.10.,,
_ 2P,D_„
_..... S 245 (!_� O , 941 131 illlV — ...gr.-
,
............ _—'�
�ioweeo¢n � „fedi �a RATES ono
Ifl9oI5!AM.A5.0) Pigs 1p H94 240 M120 10]/14
TOOL 100 Loner DOI lti BC 010 V.a(114 401 74 4002 ISA
BOLL 00 Rep Slum I YES WB 02l Fy2(T) POO rya Na
BCPL 100 Oode IB02009/IPI2W7 if Wdx) WIM(LL) -001 3-4a930 350 I Weight 026 F1 4%
LUMBER. BM!Xq —I
I TCR CHORO 2x4 SPF 2100F 1.8E TOP CHORD RigMUY4 Wood eMaNethread applied or 6-2-8 on online.. send oodoak.
WOT CHORD 2x4 SPF No 2 EDT CHORD Rigid 4440 directly applied nr 040 a dxlrp.
WE&S
2x4 SPF NOP
BMmo'R Werra) 3$1.42GNrky.4.MPo0.Af2
Nan Harz4484.L081
Max L*Ila.-i,(LD 7),4415040 5)
Max Grm31IO LC 2)4)7i(LO 2)
MRCSS. did-Hit LOM Case Ory
TOP CHORD 15.520,2343023.-05
BOTCHORD 1.44189,34.0
WEBS 4.455
JOINT MESS IMO
1.O W,2.O.W,y.ONa1d4-ao0
NOTES
'I)exposed
TCOLS.frogBfRSrorrc1,n.Nn),Cat.II;Erg C,enrlo3M:MNFRS IbwiWe AnCC Etlerb1(2)cone,cantilever left x1W Ora
e�esd,CE formenters and forme&/MFRS for r O n.Lumber 001411Opme erg 001.180
21 TOLL 0.£ETM;nap+_OlpllNmf ewrA;Cagory gEx;C_Pa s/1yE:Ora l
3}A r al¢o.w botmer not
rorewerea IR,me for
4)As requested,plater nae co ben deagrea in provide for placement bkrasees&noon handing and&login mMe'wm. II Inge rslnnNlPy N IM Ig,rWDr
i le Incites,plate ei4 aoouitfor 444 Oen.
0)1F®Iva has Menn L&pnetl lora a 100[OI bottom chord live b4.]ronmroumM wfth any other IM1e barb.
fl Rotor to 01Ne1b)tor truss to truss connections
n Provide methanfeal connection(by OtMro)el WN bel plass Capabled nld n230280 wet w IDIM 3 end 1506SV dpint4
0) S�l tris leIealtma In n000rd hexMi)e 2P%Nbmtimod& Code sedan 23001 erg referenced wendvtl ANSI/171I
0}.844 pd ptNMaai 4144444 Vemter end 6b model vest II,the aas *aid deeti ot this
LOAD twa SazN%Y
IJm iTzi. pus.Ttw or, ON— earns anuo,e l Vernon s _--_ I
100E1100E148481B10 J04 pus.
Supported Gable 1 I 1I 1
JM PMetwo(Mons])
LHven.l yryM Products,56216 NC 62,Buingtrm,NC Run 7040 fpr 8201BRim.7640•Igor 82013 MTW MWNIU Inc fn 0u919084la Sib Page 1
ID.oLk7V1mArd3412 BPwzMIMGG.CdGEGxcy7Bv]LRBF%SbFN0ePT1403t1YJMTrym
1-10.
F.—___1-10JI __.____�.__ 3-8-12 —.—_.— H
9.9.19.01
/ '
tqa.1
ill
.n222222'2' 1
44422
I222.222,572222.2.22.2,
ar m1 nn
.42
FI eOfees IXY)-120-0.00-14LR 03-8Ed'1e1 _ __. J
LDAMIOW SPACING. 2-0-0 ' C8. DER. _—__
TOLL 400 in I Mel LS M 0 ORO
(Pool 8row.400) ' Phar Lumber
Grp DOL 1.15 TO 003 Ven(LL) 413 I Nr 1S MTS 197/144
TOOL 000 Lumber DOL 115 , BC 003 VertR) 418 1 Nr 80
POLL 00 Pep Sten Ma YES WB 005 6brs(R) 003 Na Ne
BOOL 000 Code IBC200917P12007 (1Mrb) Weght 15b FT-4%
LUMBER. BRACERS
TCP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly pied or 3-8-12 cc Wrllns,, except endvepak.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ce2Ap dnMl;plad or 10-00 cc bracing.
WEBS 2x4 SPF Not
OTHERS 2x4 SiF Not
WEDGE
Left 2x4 SPF No 2
REAC11D2W (1)Ygae) 5-109/38122590/38.128.119/3812
Max Herz 2.111(LO 8)
Max Upf5--29(L0 8),2.-129(LC 8),8.i79(LD 12)
Max Gm5.123(LC 2),2590(LC 129 8.140(LC 2)
FORCE& (b)-F'v9 Load Case Orly 11
TOP CHORD 1 2.07,,2 7101,3 7.39,3 4.34.4-5.94
BOT CHORD 2-8.0,5-6.0
WEBS
JOINT STRENM
2.0 W,2.0m,3.003,4.000,5.000 oM3.000
NOTES-
i)Wind.ASCE 705,103rrph',TCDLd.(6M,&COL raa,M24tt Cwn II,Exp C,endosea,ANVERS(cape)and GC Eterbp2)zone,ranmerer left and ng ht
erussd nfor members and forces MNFAS Icy retlbre shown Lumber DOL.1 BO piste grip DIXt)BO
2) Truss designed for wind d In IM planeof grer truss only For studs epssed to wind(mare]to the face),see Standar Industry G&Ye End Details m
gLL AS or mS;Ft-4quell'W Wlarg designer as per ANSITTPI I I
31 TOLL.ASCE]-05',P1.40.0. UN roof scow);Ctlpory II,Epp C,Pamafly Earp.,C6T1 1
4)u2WrW mw bade have been considered roof lytrebn.
5)Ts requested,
nor Men designed hieo for greater of min roof lye load of 18Opel or 2 W tents flat roof load old 0lal on overhangs It neNMh other) f loads I
3)Osregusted,pWe..to not Men designed to P'ovhde for placement tolerances or rough handling ash erection conditions. It v Me req/onaGlM of the(STREET 1.
to irpew plate sites to account lar these factors.
7)Gable requires continuous bottom chord Meng
8)Gable studs!paced at 240 oa
9)lintsomMfor hasen designed for a 100 pal Whom chord We load mrmmr.rew with any other Ilio loads
10)Provide rt designed
connection ILy others)of Out b sewing Twee capable of setup 23029 O uplift Arced sac 129 b uplift at Joint 2 and 179 b1y'IN al pint e.
II)Thutve 4 design In aanrdsree with the 20091mem9bree Building Cademdbn 2308.1 and referenced standard PNSL'TP11.
12)'Semkngd pItctbreala nctwng heels"member end fbM model was used In the analysis and design of this truss
LOAD CASKS)Standard
L___
'Jets Trues Ruse Type Idry PN Beton BJMa :.¢mons
160816048 J03 Jvk-0yn 10 1 i
Job Reference(weals])
, 1.8iversal Forest Products.5821 S.NC 02,Burtn¢m,NC RUn'J840 a Apr 82016 Print 78404082018 MWW
TO.Industries.Inc FA Au 9 moo 17016 Page 11
ID:oIZ flkoA dEoluOwBP wzymM000f4s3bchaltn(A NEavJGSgIILHCFAjfEHxPymLja.
-1-10-8 3312
• 1-108 -�--- 38-12 _
«re.moll
/
�xI /
//
-._. �
I Plate n ..
aon. . X 2 Y6om
001.. -0-2-8.Ed. �
TOS ADING( SPACING2.60 C9. BEiL In (lac) Medi Lid PLATES GNP I
I(Rml snsnw o) Pale Grp DOL 115 TC 0.72 Vert.LL) -001 2.4 x999 240 MT20 1971144
TCDL 100 Lumber CIX tIe BC 012 VeMn) -0.02 2-4 >999 IMO
I BOLL Ca Rep Stress!nor YES WB 0.00 Ibrz(TL) -000 3 Na 0h
BCDL 10.0 Code IBc'2009RW
PI2J (M6rlx) W ndILL) 0 W 2 3.
0 weight. t 12 FT.4%
LUMBER- BRACH. !
TCP CHORD 4 SPF Na2 TOP CHORD Structural wood sheathingedirectly000c or 3812 oc Per-line.
SOT CHORD 244 SPF N.2 BOT CHORD Rigid ceiling dire*applied or 10-0-00c baying.
'WEDGE
Left 2x4SPF W.2 ••
REACTIONS (delze) 3.118/Mechanical,2.47110-39,4.35MechanlW
Max Hoa t-113)LC a) I
Max L 1113.49(LC 14 2.123(LC 8)
' Maxarav3.la(LC 2),2529(LC 12),aro(Lc 4) '
FORCES (lb)-Find Load Ca Only
TCP CHORD -2.67.25�IIS,3-5.42
I BOT CHORD 24-0
JOINT STRBSSIWE(
2.O.0D and2.000
I 1401139-
1)
OTEg1)Wed'.ASCE 7.05,100n h;TOOL-5 Opt.BCDL6.0ut,h-241t Cts.II,EW C;enclosed,MNFRS(bwrlw)and C-C Exterior(2)zone:cantilever left and right
2)TCNII'.A 0-OCE forF1.400�lforces&M FRSlarreedume W CI WL-;m plate grip DOL.100 '',
3)Unbalanced snow loads have been considere.1.1 roof d for�NaaMsinas Partially
4)ThA truss hast n designed for greater of Mn roof l(e odd of l8.op1 or 200 times nal roof lata 40 O pal on overhang.mncowner4 with other lin nods.
5)AS remNbd.Pales have not teen designed la provide for placemen tolerances or rough lanan2 and erMron mMttbns. X 6 the responad4fy of the lad.Aor 1.
to increase plate aim I0 ace W t Iw these factors.
8)Ills truss has been designed bra 100 pet bottom chord INe load nonanuned with any 05w he bads.
7)Refer to Plnler(s)for 4uss to Wes MnnMbM.
8)Provide mechanical connection(by others)altrus,to beariry Wile capable of withstanding 89 b Uplift SOH 3 and 129 Po MIK/9 foIM2
9)Thlotruulodeeyred In xwrdance'Xh the 2009 International Building Code section 2300.1 and referencedeladwd ANSIVP1 I.
10)"San9-rigid pdchbreSc!nob/ding Nets'M1b ter end hWy model was used in IM analsls and design of this truss
LOAD CABBS)9aMard
Job 'Ives tie .Cry PM Bxmne&true Nwmn s.
160810008 1J02 JadhOosn
'.Job aelerenc.looemep
UMveal Forest Products,58311 S NC 02,Bwinebn NC Run.7M0s APT 8 M Hilt 7 •040Ayr 92018 MIT.*Industries.Mc. Fii Ace908.48.172019 Pegs1
ID7V
oLZcXOAn4FO7uO.wOp w mMGO-oPoa3bcKMM �N
{ Eav7GL3'vHCFf4daXPymUa
-1408 1-741
1-10-8 1.811
•
48.8 r �
2
ill 1
Plate Offsets l%Y-120D0.61-0),Rg'2-06181 ____ ._ _
LOADNO(p1)
SPACING- 20-0 CB. OHi. In (loo) Mall Ve PLATES (WP
(Frolenew-000) Pills Grip WL 115 IC 054 ', Verlh4 -000 2 >899 240 MT20 197)4
LCOL lain Letter DOL 1.15 BC 002 Verlrn) -000 2 8899 180
Bad_ OC Rep Stress Ina YES WB 0.00 Hers(11) '000 3 it Fifa FifaBOOL laO Code1E0200P12007 (Matrix) _ WlNhl 000 z ^^ 160 Weght8b FT.4%
'LUApEAW BRACING
TCP CHORD ha SPF No.2 TOP CHORD Structural wood sheathing directly apIM or 1.811 oc purlins.
ROT CHORD 244 SPF No 2 DDT CHORD HgI ceiling directly applied or 10-0.0oc bracing
WEDGE
L&12X68PF No.2
REACII0N9. (Mize) 3.-33/Mechanical.4 181MeohaniEl.2.400/0-3-8
M16 Holt2.77(LC 8)
' Max Lp11113.-08B)LC 12),2.-1 e9(LC 8)
Max Drw3-29(LC 8),4.32(L0 a),2.579(LC 12)
Mil= Ib)-First Load Case ONy
TOP CHORD 12.87,35-105,35.-N
'BOTCHORO 2-4.0
JOINT STRESS MINE<
2.000md2.000
NOTES.
114 o-ASCE 7-05;1Wllpb,TCOL-5 forces al; tFRSfo0ps1; alt::Ca.II,EPC;ensbeeO-,MNFPS(lsOLw)sodC-0 Eaerbr(2)mrc;cantilever bit aM r0M
myssM;CC for melrbers and forces a now);C for reWbEx shown:Lumber O.^.L.1 BD plate gdp DW 180
2)TOLL:ASCE s)w FI.sh.0 psi(IW mot snow);Category II:Exp Ci PertiaW Eq.;C1.1.1
3)ma Unbalanced snow bvk have been considered kw hole design
4)The truss has Men d
esignednot for greeter W min root live bad of 180p1 ort W twos1W roof bW of e0.01M on overhangs itswwmrmnt with other Fre beat.
5)As requested,dales hamcco been designed to provide mr placement tolerances or rough handling and erection mMnvm. X g the rdynsblm a thelbrhalor
m lraeaseepee to accountar these Wore.
6)This truss has been designed bra 100 pef bottom chord IM bad mwnwnem wan any other km bade.
8)Refer sW rtbaPor cob us to hb mob
nrena
8)Proved me:MAW nnectionit(q others)of msec to gantry Plate Cg,gCe of withstanding let b uplift m pini 3 and 109 o Watt A pim2
9)This trues b designed in vmnisnce with the 2009Indf International Code sein 23mi and Sonofthe elerdatd ANSIRPI I.
110)"AnHge pYCIMNo IrcIWXg heels'Mbmbr end l'nm model was used In Me analysis and WYpn of tills truss.
LOAD CASE(NeMvd
•
•
J
JW brow - ___--Txee T)P __..- ICY IFN Pe
a owe/venin&--'
1
B]atRfB 'IJ31 pack-Own 3
Job7Helveticapca20llwW
' )Mused Fwattwoducb,seal S.NC e2 Bu,mpwr,NC - - Pt/n.7.540.on0 2010 4F07Pm )eaa A 3 o)FiWok Muscles..ho.
2019
mlla
e 1
IOOVCNkoAMFO]u1-7-11
- -11 zpn A1Erf{ _ NIB
I -1-108 __ 1]11 _
1-108 1d-11
F7
I )
> vu
Plate Onsets X - D-0-0D-1-0.1CQe,Edue1 _ - -�
LOLL 4 13PA0 G-
0 2.60 C8. DFFL. M (bo) Well Lid • PLATES GRP
TCLL d0 Psb GIP DM 1.15 i TC 004 Ve))ILL) -0 PO 2 >09 240 I MT20 197/144
{RoofSnow-400) Lumber DO. 1.15 BC 002 Ver(1L) -0N 2 >999 183
TOOL 10 0 Rep Mess In YES i WB 000 Hci(R) -000 3 Na Na
BCLL 00 Cage IBC200WTPI2007 1 (ktdrb0 I PAM(LL) 000 2 •-• 90 Weight Tb FT-4%
BCM 100
NS
TOP OH
TOP CHORD 2x4 SPF No.2 TOPCHORDStruchni wood sheathing directly applied or 1.111 oc purllna• .
BOT CHORD 2x4 SPF No.2 GOT CHORD Rigid ceiling&wily ogled or 10.0.0 oc bracing.
I WEDGE
Lett-254 SPF No 2
PEPLUMS. (Wake) 3_-324hcsnial,2.400/638,4.16/MeNenIa1
Max Harz 2-"77)1.09)
Max IMI153.l88(LC 12),2.-149(LO 8)
M Grav349(L0 8).2.579(LO 12),4.32(LC 4)
r
FORCES. (b)..FIrM Load Cas Only
TOP CHORD 1-2.87,25105,3.5.118
BOT CHORD 21.0
JOINT STRESS ME(
2.000and2-0.03
NOTES
I)Wind
I)evosed
7-05',IO3npsi TCDoroes&'BCOL to(rea M245,Cat Ili Exp C,enclosed;MNFRS pow-rise)and C-C EMerbr(2)zone,cantilever left and dghl
mycxi;C-Cfor;anon and forces MNFR9lw reactions shown:Lunbr DOL-1 W Plate Sri)DCln)p0
2)TOW'.ASCE 7-05;PI-40.0 FM)IW mad snow),Ceeody 111 EMC:PWWN EN0:Oil 1
W,m
3)UTSE snow bads here mreN
been ereg for this PC)
4)This!cuss has Wen designed for greater of Mn Im11Ne bad of 180{ml or2.W tones rrout roof bad of 40.0 oaf on overhangs nomwwnern weft other are bade
d plain
5)Oa requesten ham not been designed to provide fOr placent)Okrmeea or rough handling and erection condition. It is the reep+aWlly of the labrk w
to Irae®e e sa to account for these llooters.6)cele hastansbeen Gnlpreo tor a)00 pet bottom chord IM bad mmArcurent with any other live dads.
i 7)Reeler to p.RMn)or trues to truss WnM)bre.
h )Provide mechanical connection(by others)flues to bearing plate capable of weMfMlnp la d rrat Joint 3and 149 b ph at
pint
9)1111s truss s designed In ecmldance with ted20091nbmayS Building Code section and rderrerrctle4Med AN3RP1).
,'en-Semi-pd Wolixeie Including MK Member end AM noe
lasused
In the a-ayaie and Welgn of the Uwe
LOAD CASES)&and d
pm .Toles Trow Two Ory 'PM Swarm Builders!Vernon St -1
00916548 I142O hip Confer
4-S flMw.ro lutlmal
U Nv.nal Forts Products,58316.NC 02 BurIn8Mn NO Run.7.4140 1 AA 02010 Niel040 e Aw. 020101.5T.k MJuste.Nc Fn Ad90900.82010 Pagel
tOol/c7VkoAMF060w8P weynnMC.G1EW5FdbeIP881ogjLMuj224-3-0 V?LMPyym4b
3-11-12 94-5 1 1340-11 2034 24-3-0
3-11-12 - 54-9 5.6.5 5-4-9 3.11.12
op.conl
/ / / /
awlb. 4.�2 r an it age CM 4 'SH C 94- a Cro4
II ID ��. o F=! a 1
'r• ' __...�:1_� m II _ w` '-''i '� 'I.
r.,., 14491 ranee na� nada' arum 1141.122 «momous
w aJ. m I'.
2-143-11-12 9-4-5 144611 20-3-4 22442 24-3-0
2-14 I 1-10-8 ' 54-9 5-6-5 _ 5-4-9 --- I 1-10.8 2-1-4
Fate OAMe - 10_i-1500: 6180-24 80-740-I-Lj110-1-012-81(130-2-0,0-2-41 __ _, _4_4_44_,
__-_J
W P4
ADO : _
3PACMq 2-0-0 C9. DBF.. in (ba) Vdetl Lid PLATES ORP
TOLL WO PtleGI,D . 1.15 TC 091 VMILL) -0 25 11-12 >999 240 MT2D(Roof IWHM
TCDD mvn11.0 Lumber DOL 1.15 BC 0.79 Ven)1t) -0.2911.12 >860 183
TCDL 100 Rep Oteylac NO NB 0.59 Hors(TL) 005 8 Na Na
BOLL GO code IBC2009?PI200] (Matrix) WIMILL) 0 08 11-12 >999 TO Weill 105 b Fr.a%
9CDL 100 _-
LUMBER- BRACING-
TOP
UGM6TOP CHORD 2v4 SPF No2•oor I B TOP CHORD 2 000pved Sheathing maxjre-0 a1-leear000 ac Purling,except
T3.2x4 SPF 21 WF 18E 20Lac WNrm(2-].1 max)2-8
ROI-CHORD 245 SPF No
2 BOT CHORD Rigid ceiling Oirr 12-13 ed cc a-0D cc bracing. Except
WEBS 2x4 SPF W.2 9-3-13 oceracl9g11213
938*C belting.11-12.
WEBS /flow at mkLA 3-13
REACTORS Notre) 15811141053,8-111410+5-0
MaxMax
WinI4- 35O
271
Nae crw14.1389(L015),8.1389(L-15)
FORCES (m)-First Load CanoNy
TCP CHORD 1-2.213.2-I -1WS,IA10--02810-17.0]8,3.1].82834.201&4181019-208.5-08.20]05-20.2-282021•-20]9,21-22--20]8.032.4W0,8-0$p
BOT CHORD 1-14.-148,13-14.704,1123-2099.23-24-2080.11-40318,1225.2]80,9,25.22S2F2J88,11-08.2088,10.14-722,10.2]•]22,2]R6722.428.82,08-713,78.1 W
WEBS 2-141218,2-13-387,3.13.1513,312.102,3-1111.5.11-442,011.1450,08.139,08.1247
JOINT STAPES IP U
I_o002.0.Po,3.oW,4.OW,5.OW,0-OW,]-O.W,B•O.W,9.OW,10.00o,11.o W.12.OW,13-OWad14-O.W 'I.
1Wort
1)WM.ASCETM.1Wnp1,TCDL-S44st,9CDLS.Opel'M124M1',Cat It,Exp°,enclosed,M1NFflS(law-rise);cantilever left and oats e>os.d Wnter M141.00
aide0r DOL.160
2)TCLLUrbal ASCE 7-05.R.40.aeA Tal root snow),CARRY II,Exp Ci PeNNy Egai Cl•11,LtiA-0-0
3)UrWW,SEaww loads have beenconsideredending design.
l 4)Provgadbn, le drainage to pace/wrier pending
151 As platesrevuwdd, terve roto«nd gnealopuaewrplecarremroletelxaor rough Handling and erection conditions 1110 the rMporebMdthe ldnimror
to increase date a dmto Racoon(tor
pe tailors
mw-b
0) alruen deed/node,0P a for FN Mrom tlgra Ilya load nonmrcvrem with any ding er 1',w beat.
7)Provide mechanical connection ncewito)011009 to tearing pate=fiW9ed senw.Mng 295 d rWmmlolm 14 and NS aIPI1 at joint 0.
9• Sas'Sera-doll
a deegrna Inamrnvwluding ls'Mem 2009 Imemyber end Salty modeBuldinl was s Cade section 23W.1 assreNnol 0[M standard PNSk1PII
34 tnas
10)Graphical*5841 represpliclinteRe entation nn does not depict the size or theorientation oft a pued In the rlin analysis along theettgpenclebr bottom chord.
11)Use USP SO4213R(With 1 W nails Into Girder&NASD KW Into TNM)or equivalent at lin-I2from the left end wwnnedt aI e9)CJM(1 ply 244 SPF)to
Lack lace Cl bottom stere,skewed 45.0 de9to the rlgd,sloping 00 deg.down.
12)Use USP s'N/20L(With 100 nails into Girder 3 NASD nails Imo Truss)Or equivalent at 20.14 from the left ell to conremo-mslm)C.108(1 ply 2o1.SPF)to bad I
face W bottom chord,skewed 45.0 deg.to the 1St,sloping 0.0 deg.dean. •
13)HI all nail folM where hanger Is In meed won lumber.
14)'NAILED°IMsAes3-1Od(0.144YJ)or 3.124 0.14¢0.2511canal.Far more details refer to MTeks S7.TOENAIL Detail
15)In the LOAD CASSIS)section,loads*plied to the lace of 111e truss are noted as front(F)or back 113)-
LOAD GAZER)Standard
II Dead♦Snow(balanced).Lunbr Ircrease.1.15,Plate Inaeese•I IS
Uniform Loads Of)
Ven 12-'1 W,2O-I .,Bd.-0W,1-0-20
ConM Veit /safe Qe)
13e1 71(B) 2E1.191131(B)5.42IBM.l(e)B.n1(B) 5.42(B)n.42(B)18-42(3)1942(9)z0.dtle 22.42(9)23.1(8)201 8 25911B)
25.1(0)27.1(B)28.1(B)
Oce —Finn ,Trues Tpe Cly PN Bwame Suiten(Vernon 91. --_ I
18001884B '1X19 ,11p 1
I1 Job Referent*(oWm.IL
r_Ltrsal RentPyucte,56313.IC 82.eulMgton,NC Pun:76405 Aor B 201BPMIl 7.540 a 82018 AITµMyeniee MC Fn,Au 9 W 45 152015 Peg.11
IO d2cMCAn4F07Wn2P_wzrAil Y1L8xa3pG%YUBgyCep851FVepcWIGLBASWy+n140'
2-44 5-11-12 1 12-b8 3
184 _ __ _I-_ 224.12 1 _24_3
264 3.10.8 6-1-12 6-142 3-10.0 2-1-4
•
•
• IRI 5R 5ZI •m , i r5L R e •
cr
•
11 za ii
F- 2-1.4 I 511-12 12-1-8 1&14 _ ___I 22442 24-3-0
24-4 3-10-8 6-1-12 6-1-12 —0-8 2-13
Plate Offsets X - 10P5 10000-09 D54.O1-12 0-3-40-1-1 '000 0-0-15 0-2-5 •0-1-12020L 1120112,0-M1
LOADING(Fq) l4T16 2-0-0 C9. DER in (ocR
) Vdell Lid PLATES GP
TOLL 40 Pleb Grip 1 15 I TO 0..80 Vert(LL) 011 11 >991 240 MT20 197/144
POM9mvM00) 1LumberDtL 1.15 BC ON I Ven(R) 0 >9
1811-12 O9 180
TOLL 100 Rep Stress he YES WB 0.40 Waft) 003 8 Na Na
BCLL 00 CodeIBC2[OB/TP12M] IR1rh) WInd(LL) 003 11 >99 40 3Weight 9410 FT.4%
6402. 100 I
LUMBER- SUMO- I
TOPMCHORD 224 SPE No.2'EacgStructural CHORD StrUwood sheINrg daec11y file3
d or 41 oc purlins,exce0
T2:2x4 SPF 2100F 18E 200 oc pugm(3-]-11 mea):35.
NO2x4PF No 2 BOT CHORD Rigid yelling dlledy{plM or 1300 oc bracing l'
WEDS S
WEBS tel SPF No.2 •
WEDGE I
le:2x43PF No 2.Right'2,44 SPF Ns 2 I
I REACTIONS ID'e®I 13.1455/03484365/038
Max Hers I3-4B(LC 5) '
Max llllryl3.-182(L08),8.-182)LC 9) •
Wax Gray 13.1480(L018),8.1480(LC 18) •i
FORCES (lb).Firs Load Case Only •
TCP CHORD 1-2.180,221340,3-14 -1930414.-1929,495-1929,SHY-1930,5&1340&].186
WT CHORD 1-I 3.49,12.13.49,1112.1134,1011.1134,0-10.11344989,]809
WEBS 2-13.-1379,2-12.1277 312+312,3-11.894 4-11.4399,5-11 898,59.-312,84.12]],88-1379
'
"',JONTSIRESSINOE( ..
1.0001.040,2.OW,3.040,4.OW,5.OW,8.040,]-040,].OM,B.0.W,9.0.W,10.0W,11.0W,12.000md13.0W
NOTES
i 1)WIM:ASCE 705.100mp h;TCDL.50pt BCDL-5 01si M24R,Ca.n,Exp Ci enclosed,MYERS now-den)and C-C Ederbr(2)zone:cantilever left and rim
epxM:0-C for mecMrs end forces&MNFRS torrembns shown;Luster DO.I.W pletegrpDC41.80
I2)TOE;ASCE]-05:P1.400pal(fiat roof snarl Category If,Em C:Partially Ey.l C1.11 (u.50-00
3)Dr4'arm]snow load have been consodered br this design
.4)Provide adequate drainage to pm'enl flier ponding.
5)As request*plates NR-not been designed to provide for placement tolerances or rough handling aidereclbn conditions. N is the responsibility of the faliAor
to Increase plate ems to xoour8 to'these factors.
8)Thle blas has been detgned for&100-bottom GerdIM load rpmmmeM with any other Ihi load
])Provide mechanical conneclion or ammo of Inas to Deming plate capable al withstanding 102 d lglma plat la and 182 b uplift at pi28.
8)This Uwe Is designed in accordance with the 20091Meh1Mlma'Building code section 2308.1 and referencedslardad ANSVWI I.
9)"Sernkrl>Id FAdl reW including MM Mentor end drily modal was used In The analysis and design of lid truss
10)Graphical WXIn repreeertvbn does not depot the size or the orientation of the pu111n along the hp and/or bottom chord
LOADCAS Stardmd •
IJtb I Truss Tmee Type spy -TFN Tbrwme 9iitlm/Vernon 31. �I
100810648 111118 :Wer I I�,
Universal Feet Products.53313.NC 62,Burin I t.764sApr 88f2016n4T f
Pon NCID <NkoAMFaO7uC vbR RefereMink nce
JITIFMHUeezzGrUSO RII M1OdI(dy1r�ILpIi
I 7-11-12 163-4 2430II
hit-12 8-3-8 I 7-11-12
a e3 v. _11110,1
./
— _ e - _ 1f- _ \n IT
ILA
2-1-4 7-11-12 163-4 224_12 24-3-0
2-11 5-10-8 8-3-8 5-10-8 ----- z+-0
Pate Meats - 1.3-14bn
29 0 ;.,j3:09d0-4-01140-3-1025
6 P1-00-1.8 •..0-190.1-:
LOADING(Ref) SPACING- 2.0.0 C9. ! DER . In (bc) Well Lid PLATER MP
TOLL 40'O Plate Ori,DOL 115 It 083 VerIDL.) 012 6-8 4099 240 MT2O 1971144
(Root Snow-400) Lumber DOL 115 BC 477 Vert(l1) 433 69 4745 130
TCCL 10.0 11 Feo Shane 1= YES WB 058 Harz(ILL 0.00 5 We n/a 1
I SC00
LI LOLL OL 100 WCode I002YIP12007 (Matrix) I WIM(LL). 005 6-8 >999 360 I Weight.1/0l FT.4%
{
LOWER- BRACING-
1
TCP CHORD 2x8SPE 21 WF18E TOP CHORD Structural0.0oputhn sheathing-108tl) 2.3 or 108-0 ac purling.exwq
WEBS 2x4
2x4 SPF NNo 2ot R40 x Rdir(cw lied rr 4-11
245PF 1».R BEBSHCflD 11 RoceilingeIdoireUy¢pb2-or 4-11-7 acbmlry.
WEBS )flow el mljA
SEACMIffi. Wetzel 9.1455'0-59,5.1455/0-58
Max+pR9.88(LC 6)
Mx Qra,0.-0R(LC 8).5.-1710( 9)
Max Cm 0.1710(LO 17),5.1710(LO IT)
FORCER (e)-First Load Case only
TCP CHORD 1.2.633,240..1338,10-11.-1338,341.-5336,34.832
BCT CHORD 1-0.-393,89.1341.18.1334.6-7.1334,59.1339,4-5-393
-WEBS 29.8093,29.137,3 6.$38.137,33-QC30
,JOINT STRE 8W
I.OW,2.0.00,3-CM,4.000,5.000,8.0[O,].0 W,6.0 W asps-OW
I NOTES-
!1)WW ASCE 7Mi 100nph';TCOL-5.Opsf,BCDL.50gt M241t,Cat 0 Exp C',etiasad.MM1FRSpowrine)and CC Ederor(2)zone,cantilever b0 and rlgm
1e, mendersroma
evened for nenand a MNFRreactions forreactions shown. hs Lumber Doe0 plate®Ip DOL.1 80
2)TOLL ASCE 7-05:Pf-400 per(flat rod snow),Category It Exp C:Patlely Exp;Cl-1.1,Lud40.0
3)LYtaWmd snow bds have been considered for this design.
4)Provide adequate drainage10 prevent water pending.
I5)As requeapd,WRan have not been designed to provide for placement tolerances or rough he/idling and ereclhn conditions It is the responabliy of the fabricator 11
to Increve plate slurs to awure f or then Waders.
0)Maus has been designed for a loo pal bottom chord we load nommncurrem with another live bads
7)Provide mechanical connection(by others)of trusst bearing plata*spares of withstanding 172 typm at plot 9 and 112 t uplift A joint S.
81 This Runs in designed in accordance with the 2009 International 9uf4ng Code setlbn23N.t and referenced standard ANSV1PI I.
9)'sei-rigid prycMeelslrclWIng heels'Member end NXy model wee used in the analysis and dower of the trim.
10)Graphical sorlln rgxeeenIbn hoes not depict the Sze or the orientation of the Wrlin along the top endow bottom chord.
LOAD CARERS Standard
IJot Ira. ITruss Type cAy PG-- i&spumeBuilders,Vernon R
1180618048 M) IH9 1
ell
i Cadens;FrnnfiMun,5831 S.NC 62 Burlin J7 640 Reference sApr 8)2016 NITS, 48
Non.rvC 10uol2c7oAMFO7uuOttP� mMOGNs1kRRZR3Whp1T0b1HUew404401110dK4wnUd
2-1-4 9-11-12 14-3-4 22-1-12 24-3-0
2-1-4 7-10-8 4-3-8 - 7-10.9 2-1-4'
. r ----
F._zlf443
..__ 11.12 +_ 144 22.1.12 _--_—z0-}O�
2-1-4 7-068 4-3-8 7-10-8
Plate Offsets 01 )- 110P5 Eckel,b 0-0-0-0-11L12 0.18,0-181,D 0-3-12 0-1-I2L 1492.8041L I5:0.19,61 QQ&5 d2eL le 00-000-11 L II 00.2-1201.81 _
LOADING(l i Wee/NO- 461,
TOLL dDER. in 1144) Mall Ltd PLATES OFIP
] 0.o Pale Grp WL 1.15 TO 0.93 Vert(LL) -00810-11 >999 240 M120 1971144
NcolsrowMI0 lumber DOL 1.15 BC 040 VenpL) -02010.
TOOL 100 11 >9/a 183 MTzoMS 148/109
BCD 00 - CRep od.1BesInv YES WB azo HOD(11) 00 0202 7 De
SOUL 1x0 Code 1DPlh9/TP12007 (Matrix) lNm(W 092 9-10 >999 360 Weight 403 la FT.4%
LOWER- -MWq
TOP CHORD 2114 DF 2850F 2.2E'Except' TOP CHORD Structural wud sheathing directly plied o0-45 on purhne,8010
T2.7-4 SPF Not 2-0.0 cc purlins(4-3-14 meq 3-4
BOTCHORD 2x4SPF 00.2 BOT CHORD Rigid nailing direay aPPIled 011000 ocbIa0Ig
WEBS 2x4 SPF NO2
WEDGE
Left.2x4SPF No 2,fight'D4 SPF No 2
REAC110H& Dbe) 11.1455/0-5-6,7-165/048
Mx Hort 11.74(LO 7)
64x Up'1611.-194(LC 8),7.-194(LO 9)
Max Gray11.196(LC 17),7-19451L017)
FORCES, )b)-FIM Load Case Only
TOP CHORD 1-2.-268,212.-1427,3-12.-1144,3-4.-1100,613.-1144,513.1427,59387
BOT CHORD 1-01-308,1011.3389-10.1100.84308,78.300,97.306
WEBS 211.-1324,210.800,310.-11,39-0,69.11,590003,57•-1324
Jon.]SPIERS RDE(
1.000,1.000,2.000,3.090,4.000,5.000,8.000,8.0 W,7.000,8.000,5.000,10.000 aM 11.000
HOWS-
1)Wtm.ASCE 7-05:1Wn.s TCOL.5 tomes ei BCBL.Sr re M2411,Ca.II,Exp Ci enclosed:!MFRSnow-rise)and CC Ederur(2)zone,cantilever lett end Fir
2)]TOLL.
eAxposed:DC
CE kr members
7.60 Cana fomes 6(Ilve roof now),MWERSC for reaYlora shown;Winter 041.100 plate grip DOL.160
3)Unbalanced mw bah have been onebe.d for this design O;Per8YH6A+01.1.1,LpdPO-0
4)Provide Magnate drSnge to proem water Wading
5)As rqueeted dines have not been designed to provde tor*Dement tolerances or rough IEn]ong and erection conditions It is 1M reeponstily a the fabricator
to Increase Orate sizes to aocourt for theee taotors.
BI All plates ere MT200tlee uses.*envies indicated.
7)The trip has been dM9ned for 810.0 pal&AVM Chord 1we ICM normnuerem with any Other 1He bads.
8)Provide mechanical connection)by others)W trues lo bear1ryp14e capable of withstanding 194 m Wm apim 11 and 194 b OR atpla 7
9)This trues k designed in accordance with the 20091nhrnab.BUWiy Cede section 2300.1 and releromed standard ANSVTPI I.
10)'Senl.ria pItchbreela Including heels.Menten end espy model Was used in the en*.S as design o11Ms truss
11)Gnyhcal Whin representedlon does not dept the size or the oemMbn of the purlin Long the top anchor bottom chord
LOAD CASE(S)Standard '..
!assume Ra,;awns St
100816648 ,6610 Tip '1
_______ _ deo Rro elela4114444)
Il'awnal ForestPrduca,5031S NC 82,Mingles NC —L 111.M.7B40•AeP�.a 32018 M
1340 ENE.2010 kAmInn n r3.Aug66
1948102013 Pagel
ID: 2c7A0M6F0) P wrymMG6/M.002p1fGgFgRIXAnNH5pm890LaEao110odymLq
' 122,4
L__1_44 411 ......... fr-1f.e2 f nz@ 291-f2 • C43'g_
' 2.14 ' 41E4 { Fn-0 Oi 004 4114 iii< _.__._. 3.:.n_ �,
0.1.12
V`\
�7
' / N� 1 '<
193.4
I 2.14 1u12 1r. 14� ffi-12 9
04E0 0012 -..._ 9-10-3.........—_— 2 a,1 --"
0-I-IS
'Y O-onset. -)',1 u.2s,Em4[I oq�q�ahs o-1-01 ,DO'1001814 S$n0ol5 no±["rge
LOADING(PS) ... .__...... __...�.
.1211 400 SPACING. 2-0-0 C8. 1 OFAn In ¢%) adel490 I... MIX GNP
(Roof PMs Qat Ot 115 eC 074 YeM4) -tEFS 9I011 438 240 M420 )9E144
L Rep neOL 115 BE 274 Wer t) -0391611 Mt9 t a
DOLL E0 ) Rep% aEircr YES 668 098 HS LL) 004 0 ata09 Ne
BCTOOPL 100 �,.. Code IRC2'f�?PIR06I (M1mrle) WwIILL) 0.02 10_ 300 Weight. Fi.4W _.
LIM9E% BW.C'IN6
'TOP OECDR '(4 SPF''No 2 TOP CHORO SIRES/Ed wood sheathing directly applied or 44-I Co purhre.
.Rot CHORD 2y4 SPF Ns 2 ROT CHORE 1204 Cb4Aho directly applied or 100-0 oc bracing
WEBS 2'3.4 SPE WC
MODE
Loft 244 SPF No 2 PI011.244 SPF No.2
REACTIONS, MAO) 11.1455/65$001 465/0-5•8
NW M Lplh11�205(LLC LC B,8.'
NB(LC 9)
1 PC O 1 LOM'Cae04--
TOTc CHORE -2.4623.BANI6 5-I,a104, -9 S3•-t#,04.01
wEes 2-1E4412,HORO El 311.114061E018455.10 2]7-0.4'
3.11. 406.310.-248,S10•-2415 54E1408,39.412,4404495
JOINT STRESS IME(
1•006.1•0.06.2+006.3.006,4.000,5.003,B.0 W,>•006,7.Opp,A.OW,9.003..t0.0 W eM 11+000 '.
Mtb
•1)Exposed
TCDGeSwF$WiR:.Sgakirn4hOa p:Ess C4 enclosed.SNEERS e , DOL100 GE Edmb.1'A sum walleye;WI and 6051
exposed009r mmbrev1S 1wme a MNFP.Stm reatom Rawl Luber DOL!)60 ytley+tpDq..1 A0
2:/Ca-ASCE
WadeTES,PI.40bebee rtdmrwlr.rued:.Category II.Exp C',Partially EM.:Ct.!,
3)Unbalanced snow bhave been nrco for Ws dee
ign
l4)As requested,teiz have not beentIre ]to preside for plpbnNm tolerxuf or rcugll rendllhq and ettNon mMttbns It is the rMlorcaM of the fWd[Aar
to ImeasealLeen d to account for those factors.
5)IMInas ha been designed ror x100 pA l?Mm chord are lost rorwLLanc�-arem wlgt any other We Iw*.
0)ThiProvide
arm desalt 0000660-0(by awith the
las to Werinl'tel9✓ Ot eeMMdaO 205 and lglnl qpm 11da&Mayall 0 Ell e.
E TEE tams t dt ed m aknravuIa' 1002009 ?its d lw Geis aepbn23061dslr01it Nmmtad ANsl'1P11.
8)`Se;nrEd SIE eas RFMry add M1bMbr end fRl motre1X9 used is She rah*.and*star)et Ws law.
LOAD CASKS)SAmbN
Jot - xH« 1 ....:*»g _._ ¢r Ph ressuse attain:Vamps s
,13-818546 I HIS HP I pG
UJvenel ForMPlofu[p%31 S.NC 92,W YW,9hm,NC Sun 1840a Pa 820iN .77 MOeAte R01aM1.I ,.at .4640100le Pgef,
IP.OLZUMo4n4F07u0eSP ymM(iGvI1L0044fGg401XAeI41 ES7OLIR9o114orlymLgi'I
6S-1 13-1-12 18-1_14 247-9 313-10
661 6511 5.O.2 I 6-5-11 + 6-3-1 I
.>,...._.„:ee.ee:..4:\--------<H-Hi,,\,.....e....e.e.,..e..e...H2. ......:,,,,,,..ist."... I
, \\*,,,,,:kee:,..,,, ,,,,,
2.1.4 7-74: 13-1-12 i 18-144 23-8-2 29.04 31.3010
21-4 P..... 5.5-4 -- 56-4 5-0-2 5-6-4 564
_Se 011xnlX, 67-1181,1201.,,,,I.0-1-81,130-3-8r0.41,a4,40-4 0-1-81IS0-04t&8. '.E..,0-2!lila doe,0.2.01 _
SPADING
Snow-4 SONO 2-0-0 w. I DEN.. x (bsl Y2ell Lid PLAt£8 O P
.TOLL b0 ,ge Ord DOL 415 TC 098 YargtL) 01511-12 >O99 290 M120 14)I:aa
(FkNSnow-409 ts'MIIXX IIS BC 0. • Vett( O241 tette >999 IBS
BOLL 00 L 100 FW Stem leer YES WB 089 /441-4 012 7 Na Na
•
CLCode IBC2W9RPI2007 (M1MN4 YAM(LL) 005 II 412 :3-9 2,0 Weghl 137b FT+4% 1l
13000. 0._
LUMBER-
CHORD 2x4SPF2102F 1 eE•Exapr TOCP CHORD Structural�5 sleelhkq directly ac edor 2.20alurnne.evxq
12.2M SPF No 2 2.04%purlins(2.20 mash 3.4.
'807 CHORD 2x4 SPF Not BOTCHORD Right Wited directly 3Ar64 00 osbacing
'WEBS 20 SP4 Nat WEBS 1 Row eel M#4 3.02.13,6-7
WEWE
Led'.2sASPF No24gtN'.24 SPF No 2
PFACMN9a (beee) 13-18700.53,3.107805-8
Max Hors 13-96(LC BI
i Max ISM2-2240C 0,7.•224(LC 9)
Max Or ,13-2541(LClT,7.2541(LC 17}
'0'003E8 del-F+Lead Cast Orly
TCP CHORD 5-14+351.204.478,0.1541970,3-15.-095 3+4..1510,418.-17%.6.1041982,5-171478,8.17.301
90T CHORD 1-03.288.1213.1898,1112.4921.10-11.1815.410.1015,840.1921,74.1897,0V4280
WEBS 212.42,2-11.343,3-11.280,3-0.1,4-9-261,90.'342,56.822,13-2897,5-7.2096
AWM STP®ItW
-OPo,1.003,2-003,3.000,6.0.N,5.000,8.0.00,8.00,7.0 W,9.O.00,9.00U.,0+000,11.000,12.0.3-ap 13.00
NOTES
03-+S.ASCE 705:,P1Wsash;TOOL-5 004.1401-5 R1;tI_0II:Ced O:ExpO,mood WiReStbw+be)sandGC Enerkr(2)hone,cantilever kRaN rIM
o.ea,C-C tor rneaand fome&
eMff45mtt
r resales)down.LL,mer c _1.eopme wlDade*
21 TOLL ASCE 740,I4M00 pct(fiat rod en0w),Cmeoory II:ErpC;P.dSN EN);041.1,Lua00.0
3)unbalanced crow data have beenwrmbeM for 9,e deslOn
4)Prodder adequate drp 0gp to prevent water pestling.
'n)Nrequested,sides hew not been deel9red to provide lot pWgrcnm tolerances or rough handling and ereS/n conditions ns Ow resposbIlfy of the lfbkpor
' to 0mvepNa*ion loaountongs*(adore.
8)"wetness has hest sleeved ar a 100 pet beset shod We lost nawmne:1 math WI osx we baa.
7)Provde enectadeel adedIonthy Shed)at Sus b Waring FadeseditleofwtlYX43-224 but:eta!pint 10 ad 22461(MIr Ott 7.
0)Thklnm Is MN2mtl M Kwreva weft the MA IntemmboW 139dI%Code section 2309.1 eM teknn[M dastard NASp1PlI
0)'3em-rgd pilot S.Including(weld Member end MN model was used In new ashy*and MWjn ci mk Inas.
10 GrapNcalpurlin redesentallon does not depict the else or the wbnptron al the poen etre the lop WMor kglbm°hod..
SOAR CASE481 ganged
I
linos -rales tape !at eek _ lawsuits hers rare/nog
/0081 0048 Imo Hp• 1..
imrenel Foot Products,5831 S.NC ea 2Urfngton,NC '— en:7640.Mr 6'[01e Saint.�W40 vel 20le leiµM�trsH4t�hnc F'IPu 9W4e1,2 hate Pagel
IDOL %VkoN4FONNOWSPN eIXY6XL8Zmmcstq.P CSZZC3Dc8AgaNVWGBymip
1
7-8-I iSf 12 1 l-I4 23,A9 31-340
Tat {_ -73 ,1
11 .__ .0.2 7-5.11 -I
•
..4a ��
•
•
y.
•
< z., _ ":::::ll''''------'... xn. >.,i. 7w. _--1 d,. II
-:.....
41k."'Inii111:1''''''
15-1-12 _,- 1(r1.)«4 23.7x9 29-2.6 31.3.10
2L<
5-6-13 75-11 1,0,2 7,5.11 " 5413 ' 2.13 {
Elite Offsets{K11-(100-402-1171 I'2. 4.1%610610-24Pil2 0400_I-1i t 4-13 0-1 9". Pd ':0091. I . gj 120-4-120.3091„},}5 a2-12,0-2-01 „--
,TOLL �(00 SPAN. 2-0-0 Ca . Oa In rind) We11 Lid I PRAT PHP
(pxesnew.43�
Page GONDOL 15 TC OSS VtrtU$ -0.1e 1314 A99 240 64T20 [$71144
TCA' i0Q thirties Da 115 EC OS? V*4ITL} -0321}183 sem Ib] NPa413 ?4&IC
ROLL OO
BCAL 100 : £kistre iM YES WE 0$t HeaOl.) 9.11ll 9 Na Na
Code IPC20094P12W) Matrix) Honda.)
00513-14 x999 360 Weill:151b FT.4%
�_.... _._...1 ..... _.� _.__
IT D y4 SPF 2103F 1 OE'Exc.r TOP�D 5ru7urN wood sheathing dirataly
ed or 220apurists,meld
T3:axe SPF No 2,T12ee OF 2850F 3E2-0-0 Cc pwllro(4-7-2 ma):43.
2
i 50T 0CAD 2x1 SPF 21NF18E BOPCHORO Rpgallq dearth applied of 10,0.0°damnirq essePt
WEBS aid Y(t$2 60ace bracing:t-l5,8-B.
WEDGE WEBS 1 Row Aml4t 2-13,7-I 21574
Lett:2x4 SPF Nc2,WON 2X4 SPF No.2
RF.1C11014. (beim) 161878M-8%1078/058
Mat Hora15.910(LC e)
AW 083111((5-234(LC¢t 5.-2'34(LC 9)
Skid Gran ISI775NC 171.42775(1C 17)
FGNC13 ;b`)-FUN Load Cap Or
TCP CHORD 1961.21)4.2.1%485.2-17+9046,397•-1821.31.4654,43.-1480.han,1857,6-1889624,798.-1849,219.409,6+9.282
BGTCHORD I-15.41
51.14-15.1970.I34.1970,12-13.1477.It-12.1477,10d NNW,9-10.1968.8-4y249
WPM ¢97095,213-556,4-1 Y3R4.411-r,,S1f.384,811.650.79 p.Vi,NS.Y710,2H•2hM
JOINT 0041 .IDE(
1.000.1-OW,P.003.3.OPo,4.003,S.OW,B•0W.].0 W,8A Cgtl•JN,B.0 W.10.000,11.000,t2-O.w,13.003,Id.O W ate 15-CCO
NOTES
1 Wind.ASCE 7.06.t00nM:1CD1n5gM:8001,5 Opel,In24ti,Cal II,ExpC-,amassed;tasRS flow-ase)xr1CC ExteMrp)'mI*,canaiewr kas h ryas
Noosed;N-0 lot members and forces 6~PS FPS for reactionsMown.hunter DOL 100 plate aero Da.100
2)TCLL:ASCE 743',19.40.0 Pet Qua Nat elww),,Category II,,Eap C,Pst SNEw.CI^I.1,Wa0.0-O
3)Unbelenoed snow Nage have been consigoard for 4)Provide adequate der Phase to prevent water landing6design,
'5)N requested,pastes Nese not Men assigned to provide fore ennr toleraIes or thugM1 laMnngan4 sarcasm commone'v les responstehy dthe IPIrbtor
M Imenedee hats bswunttor Nese lepton
6))ll pastes are M720hy»=has OCeMIO8 WkSed
7l The tem ha.Leel designed 1w a t 00 pat Wham chard Na had rormrcsnent raspy 0111er he bash
6)Rade median's&Connection(by when)d owe to bearing piste wade at wltlmtemlp 234 is p'i6 al hitniIS end 234b wig Mkii10
91 TM1k truss 4 designed in accordance with the 2009 Inbm@bnel Building Cede section 2119.1 and ebranted{WAud ANSVIP11.
1 10'SeI#rlgid domed V including Mels'Mender end fixity model wm and in the analysis and design of This thee.
1111 GrgMW pude)rgvaeenlation does not depict the sae or de otheiabn of the pyla song the too salvor 1pXom chord.
LOAD CANIS)Eaandud
_ Sues .- ...-__. Tsar Tm. .� S1j Homme Bulges)vbrvm&__ ..._
108E86840I813 FfPtlNw I. Apr lAvvenel FOMPbduCb-SmI S.Nce2 Btilknpm,NC ....... ID 047_871.54n490790888 ry°x Apr 8 07608P_wzNEM06 �aDQm1003NUtlPANOOnia tl6HL'y4AHWEN
4.9-4 10-1-10 161•& 21.1-6 •
( 448 5-4-2 1-
5-5-14 5-614 5 -2 4-9-S
and .e= 55.55....... >d I .:e_ e4w
rmfd u )e * 4 a a. a 15 u e• 52. o r w.ao
LI
4.14 4-
w m �,
aem.r..n41 Et
imam 5.44, conro
•
2-14 448 10-110 1474 211.6 265-4 231.12 443.0
_2-14 2.4 4 5-4-2 # 5 .14 5-414 5-4-2 1 2. +- I ---
FLAK Offsets -sX Kr 3.002: 0- C80-2 180-2-1 .j 04-r 02-+ 18S-3-0 01121112527-0.04.81 84.0-4-5.0.1-121 44 2-04
,TOADE43(H4 SPACING. 2-0-0 (9. GEM In
TOLL M.0 X
Pbfe GCC115 10 283 VM(LU -D 12 .553' 240 M120 1941
L. 44
1`Rod4588.40'9j (DRdvDOC 115 6C 0IN VwrI(¶..) -082 12 .481 133 M1?OHS 948+10
1841 IDA Rep'RAM Im NO 4S 087 F4)LIRY 0.14 8 Na Na MTISHS 220.f95
RSA 00 Cage 10C200B/'1PIRW7 (MLAq Wudlll) 017 12 n929 Y0 Wegm.143b PT-4%
RSA 100...........
LIRAS TOP
'TOW
CHORD 2x4 F 2 TOP
CHORD wood eheethin0 dls0LSagktl or 86
OF o oWrllre,except 32412850823E 240ooremex):r7
SOLBSXA0ZS SPA 2100E1eE 3ETSHORO eRt# uElredy ry3Ae0ttbadrq
WEBS 2A49PFMS WEBS 1RowX AYg" 3.1441m
I NSA n 1B. -
REACBOt6 80480) I1 �
223 9•@2338
1/0
Max lt,N1515.308(LC B),9*.500(LC 5)
AhxGIW15292'5.4C 15),9.2824(L015)
•
FORCER (lel-FAS Loped Case Orly
TOP CHORD 14-112.18..2011,3-14-20)I,3Je572249.47925445722,8.17.824f,7-17-3011.7,8.453
a TcWFo 1-)5,44 1.515.8848 14-18.4078.1812.4878,1920.487320.4878.132..487821-2289878,12-22.43715 1223.�823444878,1 52444878.VI-25.4374 25-2 4878,2621.4878,
1027.4878,9-10.002&9.38
�WfZRS 2-15.4723,2-14.1408.3,,14.3160.3-13.342.3-12.1007.412.438.0112-1007,6-11.312,810.-1160,]10.1908,79-2723
JUINT STRESS ROES
1.0.472-0.00,9.000,4.000,5.M1g6.o00,7.000,8.9009-OW,10•C.W,IL0CJ,I2.OW.13.000, 4.000aM15.OW
NOTES-
S Wnd 4.55 .7-04.15055....T491.50 0:)145A-85050,85.241,CY II,EKG:.MiomE MFRS fbwllayl tab.+r SAKS UBNnwned,Umbel(>01..1 a0
Pl*eg9 DO*I00
•2)TCLL.ASCE 7-05:P1.40 0 pal RIR LLALscow)',C28e90:y A.EW C,PatiS'Eep..OY.I.I Lu-50-0-0
8)Unbalanced snow bade have been considered for this deegn.
4)Provide sequels dralnale10 Ptw/ern wLar"coding.
i 5)Ae requesWl.Kala Ism 1M been 65.11.0084 to provide tor plaIercemMerman ar tour handling and moon conditions It r The resparebillty a ti*f86 or
to Ira ease Nene was to scours fathese lecbrs
81 AMWelwae Mtf Wda unless'tenets.indicated :.
7)Thbtns IW pen MM2rod Sr a:00511 M* n hood Ne Sal mxwmnen nth any otter Nwbada.
8)ISKKAT4444544l 5994444 ST 4444 M 9144104a4141e 44144 wiltiatardas 0 b wa apW4 I6 cosi 508 To AKA SKS 9.
9)inhumes b designed In cordae wIlh The 2009 Inlenaslonal MAN Code seabn 2308.1 and rebrercedate.MEANSVtP11.
10) 38nirga potl}eaW BcIWIn918eW Nerrber end fixIly mod4]W S used in the KAKAS eM deS n M tEl truue.
r i I)Graphical pudln repeeentbn does mi depict the Sm or led orwnttlbn mine gran Wry the by andfor bottom Mord.
12)"NA/LECA Indlopte..410d 48.835 olrwhmlm )4,
144251 to-ails For more de/Ks s refer to MlTS'.ST-TOENAIL De
1Retmggel o.amaconnection
pwltled sapent to SLLY+n conxMlened load(s)72 lb dwm end 352 b rpm 49.and 72 b down and 352 b
upaI 26-5-8 ontop Nand. The SALIgnSeleotIon of such wnregln dwa(albt a reawmdlM of Kern.
tat}In Re LOAD CASKS)Bedlam baMLWmdb Me SKS)he auwue mtafas Va+(.Fw ba*45).
LOAD CASKS)Standard
1)Dal'.Snow(Wnwd) Lumber I558e56e.11.15,Pse hnaeeee.I.m
Untors Load,(0)
Vate.13.-100.2-0.100,]8M W.PY20
Concentrated Lowe PUI
Veil 2.83If)7d3(F)14.-8(F)12.801Fl I9.a1P)t9..90(F)19.40(F)204804)21.40IFl 22...30(F)23.40(F)24-00(F)2es019 zamlF)
n.494
Jrli.--- Tv.. Truss hp. —._ all PNFa ma Builders SY
1DC61&eB H12 Hp III
Ltivweel Forest Products.56315.IC 6a Butyn Apr
LBS4sApF 8l20kmen
elan,NC ID:oLZo7Vko 0]uOvBP_wzy -VM060Wx'ulFOpa3Pcx]eUGUEh&iBo883WBlym411
2-1-4 6-9-8 I57-8 24
_ _- ___ ♦•— SB 29-1-12 31-30
1
2-M1a
4-8-4 8-10-0 8-10-0 4-8-4 2-1-4
rte- ,m °�. _ rsz ,.,A oz
= , a, - % I
•
2-I-d 6-9-8 1598 24-5-8 29-1-12 31-3-0
2-1-4 4-8-4 - 8-10-0 8-10-0 610-0 — 4-8-4 2-1-4
Plate OXx61x Y)-II 0-2-5 Edge].B 0300-0-151.120-2-12,0-2-01,13:03120-2.91,l004-40-2-121.70-2-12,0-2-01,le0000-0-151,1302-5,EMel 11011212.02-0L 211-0-5-0,053-41.0 2 0-2-8.0-24
LOADING yry(}yp2.0.0 • C8. DER. In IBC) VdefII Ltd PLAITS ORP
TOLL Wini Plate Grp.DOL 1.15 IC 0.69 VMILL) -02] 11 >999 240 LIT20 19711M
TCDLoot Sacw ola 00; I Looter DO. 1.15 BC 0.77 Vert(R) -04811-12 .881 IW
BCLL 0A Rep Stress Ina YES WB 074 Hoa(TL) 008 9 Na Ne
BCD). 10A Code IBC2009WWnn
rPI2 ] j (I trx) 408(LL) 00] II 0.9 % _ E 0 Weight 131 FT.4%
LUMBER- 13R4C1140.
TOP CHORD 2x4 SPF No 2*Excpt' TOP CHORD Ssheathing directly applied or 333 oc purlins.ea0q
12,T 3 ZS SPF 2100F 1 RE 2d0 ooµgdn(J418 max.).3-8.
BOT CIORD 2,o4 SPF 083 SOT CHORD PgH ceiling directry applsecl or 00-0 oc bracing.
WEBS 224 SPF Not
WEDGE
Left 2x4 SPE W.2,Right:2x4 SPF No 2
REAL11CN1 (Usk.) 13.18]&0.58.9.18]&036
I M Hort 13.-51(LO 0)
Max 1IX13-180(L08).9.-1S0(LC 9)
Max Gray 13.2034lLC 16),9-2034(LC 19)
FORCES (6)-Fire Load Case Only
TOPCHORD 1-2-153,23.2042.3-4-3285,4-I4.-328],5.14.-328],5-15.3289,&15.328),6]-2041,7-8.151 •
BOT CHORD 1-13-0.9,12-13-49,ft-128175Z 10-11 1751,9-10.47,8917
WEBS 293.-t 805,212.1858,312.355,3-11-1655,611-1054,411-1853.8-00.450.F10 1851.]9.1888
JOINT OTRESS IR)EI(
L O.W,I-D.W,2-008,3.003,4.008,5.0.00,5.00,,7.000.8.008,8.000.9.OM,10-0 W,11-000,12-010 and 13.Q00
110198-
1)
OTES1)WId.ASCE 7.05,1 Wnph,TCDLd.Oof,SC045.0pe5 h.24X)Cat II.Exp C'.enclosed,MWFRS(low-rise)and C-C Exterior(2)zone,cantilever left and n2M
egweed,C C for members and toms 6%MFRS Ior res lens shown Luster CCL.I 90 plate 9rkr DOtn180
2)TOLL ASCE 7-05,%-40.0 pat Old root anew).CategoY 11.Exp C,PmeSN EW.:CH1.1.Lu.500.0
3)urbalsnoed BMW loads have been oonsidered for
thiS
Prwpe' adea Ndre iage to pmrenl water pending. dnkn
5)As requested,plates have not been designed lo provide mrpaeomm mlerances or rough handling and erection w Mnlrw It is the responsbiTy of thetaSrlmlor
to.nueeve plate sizes to y'Nurt for these lectors.
)',a)mbo-us has been deigned for a 10 ops bottom accord nee load ronconcurrant with any other rte loads
I7)Provide mechanical connection(W other')of has to baring Hes Capable of withstanding 180 o Wm S pint 13 and 180 lb L02 m joint 9. •
6)This truss Is designed in accordance wxh the 2009 International Building Code sepwn 2308.1 and referenced standard ANSVIPI I.
9)'Sprllrpw plIchbreaks including heels Member end Nay model was used in the analysis and dation of this wn.
10)Orth purlin representation does not depict the size or He oMnlawn of the puffin along the topendior bottomahord.
LOADCASKS)Standard
-': - ... -
-_1-4w _._ Ttiont TSp _. -- :ate -'"PH 'svww.&atlas vsn 3i
ism/mos -(� 1Rft NP �4 1
Universal ForeEIIWPo6,5831 S.NC 82&Anton,NC J.... .7 RYa 2018
8Ar
-N01247VoM4F0U1tl ]BW1140BmOrNsVJCInPm3S Feta IB,m9q Lb 2Ule Ppel
2-1-4 8_941 157- ID-OIZc]VkoP*8-8I]IVBP_wrylnMfsp.lupNsVJECmPm3?1fVVA5aI OpppV01_uPM1AymIj'.
8 22.+8___ 29-84 31. P
61.4 8-1P.O -.... 6-i� --� 6- 2_-4
frAkt PAX
'• a
I P
wet 1 ' ) ;'�
2-1-6 I,,,,,,,,, 888 15-78 22.68 _ 29.1-12 3134 I
2-1-4 884 6-10-0 -s-y,e,n.ox-1� / a0,aan1 6-8-4 21.4
r Plate Offsets x --(102.5,Edel (I00.(L6111,120.3i0r14J20-400211611 b.02S1,8034, .IIQ,p4 0-301
1LTOLL OAM°fW a • SPOONS 2-0C 418, 0871. in (WO Wal LE PLATES GRP
(fimfsrc4w100, Pqe Orb DCL 1.1s IC 490 Vents -0 le 10 499240 M120 -1g7/144
CODE t00 L r(XL 415 50 051 WENN 1.284641 .E889 i )
�BCLL 00 RpSlremNv: YES WS OSI Hoc(%) 008 8 Na Ns
...L
4 SOUL 100 CWH80205911PI203) (M ti WmJ(LLl 005 10 rB89 340 � Wegtt 236 FT.4%
LIMBER 910141816 ...__ -.
TCP CHORD 2E4 YPK 2100F 19E TOP CHORD &caul"wood&Melheq dIYE*yNled or 3.45 oc mans,exceot
SAT CHORD 2x4 SPE No.2 2.00 oc amine(2-2-0 max)e 34.
WEBS 24 SPE No.2 SOT CHORD RgidWrcpdired 3piedor1048 ccbracing
WEDGE
LEM1.2x4 5PF ND.Y.RVE.cx4 SFF NE3
1144411088 (6404) 12.1876058,8.1815/05.8
Max H*tI2 Ob(LC8)
Max LpI1112.-199(LC 8),a -1pn(LO E)
meta Owl 2.2030{1.0 l7),3.29300C IC
FP%B. (b) P&LE&i CawOrY
TOPCCHU /...2.43E2-3-2133.3-13E2434.413.-2430,404..2430.5-14.-201.55.21336E-133
BOTCHOHO 1-12.1$3.11-12.153,10.11*1740-410.1787.$Se153,7-8.153
WEBS 512.9]82201.1e9Y9INA,¢IO-803490.]54,$n0.90,fig,.979!784839,6-8.'nB2
JONT STRESS IMIX
1.0.0,1.0 1.6 2.0OO 3.000.4.000,5.0.00,8.000,].000.)-00,5.00,8.00,10.00,11.000 ard 12.000
NOTES
1)e) cs.d CC40Tt:eWne3 TCDL-5$6.00x-5OptE.CNI,OK N.E6C.m4+aed;MFRS lOa-1 SO HFCEEElEE Y zone:xumHwrbR M44
IOU ASCE Cr mantra&N forces*MHPRS for tea:om 04wn4 Lai E t004nt et Ns60.0.O .ni 80
2)Tru ASCE].M',PI.40 pie(nig mol snow),Category II:Exp C,Fanny Ew,Cbi.1,1.4•50.0-0
3)Unhaianceda w lOatis have beenrorcter ESPF NEto
6)to requested,pan have mol beenaipnod to provide for pamtint tolerances or rouge handling and em9on conditions ateOw rmPowi'Iq at 94 tmrlmor
to increase Oats am to swore 1a thee*/agora
41 Thistrues
niIn®Mm o" genet a Ind pot bottom chord Mr loadwlxorcwa*Fs aT7 otter b Ages
7)fhWtru,s d.c WIn 'em{ty Aaglt CO0 mteee41SSale ngCodhdhatn 2Pg. b Apka 12 and 4wapWl aptnt E
8{RM Cue 6 dmgwdlnmardnheecI IMTS34ft model
ain desed-iagsi and
demYret how
ett a ANSWEN i.
IO $rriEgaPryabeas Including heir'not Owlet
end Mtymodel remuudin to ant**end deign of IM1b how
1016rynrel Punt representation does Owlet to one or the oriINrwbnoltlw wrgn along the top and/or bottom chord
LOAD CA E(S,Standard
.rte _ Tim Una Ire ... `"APB 8»gae'Va 5L _._-.
100010018 Hl0 Ma 1 1 l
I I ,we rl.lw.nwlmuma
Winerel Fount Rmuvm.A31 S.NC 32,BaNngbn NC Bus 1940apa1.eppele NS7.040AB020 at Bask Industries.AN: Fn Au19084a% 010 Peg
10 u12A7VIrMA4FOl00W3P 91nMGC1aNsVJEQmPm3PVM55aPur uPhstsvmL
5-54151648 20-38 25 31-so
ih
I
91 .......... 91-30
5.54$ 5-3-9 48-0 339 5-545
33
m
2dA 1048 20-38 29-1-12 ) 31.73$I I
_,.
24-6 4¢4 48-0 6&6
"— 5 LOopg'jt4 L 1 488 _ __
LOAOHO eIXYf..1Y 61 - •_..•. in 41 Mall Lid _ PLATES Mf
11 N:6E8.0.1-0 e!0o-0aO1116
CLL X400 SPACMfi 213E TO O2R.
(iPuelSmx x, d.^.4181 1.15 TC ORB VMltE) S4S 8A '423 240 M20 197(14
TCIX ICS. 11'e�tDOL 1,15 BC O74 4M(S) -04B 0-10 aYY3 1A AL apio 148108
2CLL 00 Rep Ins YES WE 01@ K+n(LL) 0 7 Na Na i
BODE 100 Code SaC2C2WW
3/1712 ] (Matrix) MAUI 00000 8.10 BON 330 ilWeght IQ la FT.4%
r..........
SPAN
Tee CHORD LISPS No.2'Except' TOP 0HOAD SIrugwal wutl sheathing(Na1N M41kd exror,
T2.24 SP 2400F 20E 240oc;Brans(880 max)'.A4
9OTCI01/0 z4 SPP Nc.2 BOB CHORO RIO BON diredry gtMsaBBOA- «M&1iq
WEBS 2x4 SPCW.2 WEBS 1 RewS BIBB
WEOGE
1st WASPS Not-Raft.'2x4SPF Not
PAC110X3 (btLe) 11.1875058.7.1976/0S-B
Max Hort 1l.7 (LO7)
• Flex Upinl lw¢m(LC BL 7B209(L0 g)
Max Omv1t.2264LC 17),7428M1017)
POKES Sai-ESN tool Case Oar
'TOA"SORB 1,12.200.2.12.402,23.-2138,3-13.-1893,13-1--1B03,4.14-1809,4.512137.5-15-404,8.15.08
BOB CHORD 1.11..230.10-11.172p,&10.l601,aIw1801,7-0.1720.8.7.-232
WEBS 2.10.10 210.1@.3-8.2,4M1141,58-88,211.4547,,57.2540
JONTBIRE69 ME<
•0..N,1.000:2.00013-000,4.0 W,5.000,0.000,@•000,7-0 W.B.O W,9.0 W,14.000 and fl-000
NOTES
,11 W9m.AW--E C-C tor I a' rs;and
orce,gN:WFRSIa�t M2S1,C4 E,BBC:arcb1W:MATR519aw'hee)and CC£Nerb(2i LOM,cantilever Ml a+en}a
gcsea:CE for masters ane to res a MW FRS ler reactions shown,Lamer Cartel m owe 9ry DOL-1 80
2)TOLL AYE 7-05,%$40.0 AM(been
roof BNB),Cr th de Ir,Baal O',PaMMN F-W. 01.1 I,Lua0'o0
3)Ufodar ewN Waw have teeny wNtr ofor e1y design.
4)Provide meows dra'nega to;mem wog ealo pito.
8)As requested gored have not been designee to provide for plawirom tolerances or rough Nodal)find ereonon mmnunanIa a9 rwpominlM a flw lourWer
i8 increase e M Bakeselm bvmunt iweMs Idlers.
(EMtetr tore B20 See Bakess4<mbe kAFgal
TI TM4wtmteen lora iO➢Pd team Nue PO bad PmmnGenY MMYf'OPU bs Wet
8)Provte rneoharsioal.din cordanc DINS.)N few to beairg Bale Batas oiwed haao 203 a WeM1 al pi a 11 are 208 it WM a PLA T.
1) 'S trio B.sdtce In e¢weara with lM 2009 Interwkrol&Bang Code xebn 23081 end referoroh5 shaved ANSLTP 1 I.
10)5arm-rga piehbrde Including neat Monter eM ruo model Mrs used In the YblaYb eM designcofaro trio.
I If I Ormrw patina Nryesimion does nal tlq#d the size or Be arierwbn hots parlen BBB Be BP enter 4Mbm choral.
.LOABCASys)gawked
- - - -divas linos Tpe Tay Ph ThUnume Suiten!Vernon 5.- -- -- 1
10081E1848 ing IHP I
I
Job Palermo,(co ial}_ •I
Or/verse)Forest PrOdLICts.M31 S.NC 62 Burlington,NC -Run]3404 Ayr 02019 Pont.1040 Aa 82018 Win Angles MW
Flo Fn 0u la 0' 2016 Pagel
ID'.oLZeMaNgFO]u0N6F ymMGG-LITAWVATBeY8v0KyaT2PNR05/0grbJBOymLj1
6.515 _ 1 12-9-8 1858 24.9-1 i 31-3-0 _
6-5-15 6-3-9 5-8-0 63.9 6 .15
3
!r q o e\\\ems •
I�.
ot
247 7-54 12-9-8 1&68 23.9.10 29-1-12 31-3-0 I.
21-4 5 -2 642 560 5-4-2 Std-2 r 2-1-d__
Pole Off vbl(Y)--I1405,02-12L p0-3-0.10-1-81 130--00-2 9!140 0-2-81.1503-00-1-8!1t..00-50.2 121 ___ ___
TOLL •I�400 SPACING. 2-00 C8. CFR. In (too) Well Lid PLATES tlIP
(gm19riow.
Plate Grp DOL 115 TO 024 Vert(LL) -01411-12 >999 240 MT20 197/I44
rTCDL 10� Lotter DX 115 BC 0.86 Verl(n) 02211.12 >999 190
Rep arcs Ira YES WB 065 Horoi%) 012 ] Ma Na
BOLL O,o Code IBC2W&IPIgp] (Mtn) Pond L 00511-12 >999 300 Weight 130b FT-4%
BCDL 100 T ) _ M1 b i
LUMBER- BRACING.
TOP CHORD 244 SPF 2100E 1 8E TOP CHORD Structural wood sheathing Minty applied or 3-2-O oc purling,aunt
BOTOHORD 244SPF No 2 2-0-0 cc purlins(4-1-0mad):3-4
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly;pled or 8-0-0 cc boning.
WEDGE WEBS I Row m mint 3.0 2-13.5-7
Left.2x4 SPF No.2,RpM:2x4 SPF No 2 i
REACTIONS. (bike) 13-1875n58.].18]5/058
Max Hors 11944LC 7)
I Wax u E113-221(LC 8),7--221(LC 9) •
M14x Orel3-2499(LC 17),]4248(LC 17)
FORCES (Ib)-Fin Load Case OM/
TOP CHORD 1-14-300,2-14470,2.15.1993,315.-0778,3.49539,4-191777..518.-1999,31300,5-17.300
BOTC CRO 41}.205,12-13.18]5.11-12189],10-11.0639.31021639,8-9.1896,7-8-1875.672-255
WEBS 292E3,2-11.280,311-252,39.1,4-9.202,5-0.387,38274.3132-2520,5-7.2690
I,JOINT SIRS INOE.0 I
: 1 AW,1.000,2.0 W,3.000,C.O.W,S-OW,B.O W,B.OLO,].O.00,9-O.00,0.0 W,10.OPo,11-000.12.000 end 13.0,00 :.
NOTES
1)WIN:ASCE 7-0511001121.TCDL.5 Ops4 BC0L.50pet:1224l,O .IN Em C,endoged;MWFRS(Ilw-rly)end C-0 Exterbrl2)zone:canner bat and I9M
exposed.0-0 ler members end forces&MWFRS ler retlbre down;Lumbar IXM,.1 B0 pine grip DOL.1 B0
21 TOLL.ASCE 7-05,F-40.0 pct(1144 roof snow).Calsgory II.Ealy C,Partially En CM.I.I.Lu250
31 unbalanced snow bads have been oonslered for this des n.
41 Provide adequate drena0e to Waned wafer pordiry. I
5)As requested,pin Mn not been designed to provide for ointment tolerances or rough handling and erecibn condition. It is 0h reepnsblily dna fabricator I
to Increase plate sizes to account lcc these la]ort.
15)'Ns Inas ha been designed br a 100 pa bottom chord We bad romcrcvrent with any otherIM bads.
'])Provide me hyrlW mnneclim by others)of puss to beeping pled°capable ol withstanding 221 b Uplift 9Mira 13 and 221 b uplift anoint].
8)"Ns hues is designed In accordance with the 20091nterrS W W BWbing Code section 2306.1 end Rlerenced Mended ANSVIPI I.
,91'Se'*rlgl phhbredu in08dlrg heels'Member end My model wan used in to analysis and design of Mb truss :.
10)Orion Wrlln repefeMYbn does not depict the she ptro orientation of the palm along the lop anon r bnlom chord.
LOAD CASHES Standard
100016046 110.9H 1 1
coall
-I 'vwretFor.XPreducM1,`56315.NC 62,butpNn,NC Bue7
' 04004c 6.2016g0nel)040 seer 02Ile 02q16AYTeh'mdIs9nM F4 Aug 19004B90NIB Page'
ID,oU2c7V1oAMFOd0IESP wzymMIGGe4WO4zAU2pWTYJr7OH3EVO51219Kvs,bt)5Qa_ymLl11
6 2391 'Yt-30 ___
]616 14-98 18
7-5-15 739 i31_.I 73.9 "' '�� H
7--4-I5
..[x f4- un®aeel
•
•
°,0"'",,,,-.' .n \\.R \� n'axrw'
•
•
1
u a, y « _
2-I-6 7,5,15 14-94 16-5- 2341 29-1.12 3130_
2-1-4 6411 ]8.9 I•$ 74-9 H 6411 2.1.4
a Carnets X , IPh03039 0.413 U1 I60 _ __
_l�C?_;,,_a� 18 LL3„i�aJ9ox3093L[1'.071-13,0144 la Otr2.42e -a2-1292'0 12034 o-18 1 *1,12 0.2-01 _,_
LOADING H SPACING 2.04 C4 DER. In (5601 VON] VE NA1£9 UWP
rTQLL 40.0 .
Pets DCL 015 SC 085 YMi1.1 -0101294 >990 240 MPN t92b44
Meet
10
01 0
LLPLlr Da. 0.1s BC 035 Ve '1t -02513.14 AMA ,90 MIXHS 481108
61:LL 00 Rep a Chen LYES WS 099 Herbal) 0.11 9 Na Na IMTIBHS 1171144
..._ --a
' I
SPACING-
TOP
BOLL 100 code IBCEN9RP1200z (MAN) Vendee) 00513-14 +00II 9 360 Weill 149b FT-4%
TOP CFt D 224 SPF 2100F I BE'ExsgA' TOP CHORD brupwal wood shesdhlrg directly applied or 2.2.0 a purling,except
T3.714 SPF No 2.T1 2x4 OF 2:150F 2 3E 2-0.0 M beans)561-15 no%.I 45
SOT CHORD 2x4 SF:2100E 1.9E SOTGgRD R'rydCaAtWdtedIPea{Ae e 0,701T0 oo4shg, 'beget
WF2$ 248PF Na.2 0-10M boc95.1-1384.
WEDGE WEBS 14bw n mkpA 2-1574
Leh'.2c4 SPF No 2,Reel 24 SPF Not
I BWCMIB& ToPeee 19-16]51938.8.1875/05 B
, Max H*r 15.-108(106)
Ms IlpIh15.2232(10 BI,9+'232(L09)
Max
Or 15.2]32LCII).9.2132(6 t3)
FORCES. it)-FistL*ad CsMO*
IOP CHORD I.19.2293.2-10.481,217*1659,117.-1717,1411970,4-5.-1488,,541..16136-16.1719,A 1B.d 8BI.749-481,0-19.262
BOT CHORD 1-15250,1415.1993,13.14$993,12-13.1488,1142.140910.11.1002,910.1002,0.9.249
WEBS 2-1493.2-13-537.N3.954,4-11.0511496,7,11--534,740.90.245.2708,7-9.2706
JOINT STRESS IWO
1-OW,I.O.W,2«000,3-OW 4.0.00,5.000,0.000,7.000,8-04.8.000,9-000,10.000.11-000.12.000,13.000.14«000 and 15.000
NOTES
p sMJ ASCE 748,1005100,TOCK--5 s @WL-fr eSMWa cat a',6yq 040x.01 MYFR51Ww+mel end co£tletlm(21 zone,°anewr M end VA
egnaed;CL ICI mestere p5.10{0.96.MNFNS for reactions Moen;Darter 0041.69 plate gab DObvi 00
'2)TOLL.ASCE7051 PI.40.0 pd Flat mel snow),Category 11:EW O.PWgHErp 01.1 1, •
a)Prov a saw bees have eeenaenaheled for the enpn.
4)Provide steel.ale p4See have not
beenprevendt balerpendingo. i
I S)As requested pales not designed to Fronde for gatemen'tolerances or rough Needling and ension mM9bna. It ianw MWrablily d be f>alcelor
to bee ape Ml berets rm
aure for bon feelers
0)As babe an 41200l4en beets otenelee tolNomtom d.
'/I Ns en Mct2a
tta Nigigq.4tor a 100 Fe Rchord We load mmamne,#MM any Other Mebath.
a).Provide Is desig connection(by With
d l0C9lo Deanne Pate capable of asdionllrg 232 b LOP albit 15 and 232164tII at puts.
9o) S n,-rI d poo to In muding be with IM 2009 Ind tnimn4l BAIN Code axlinn'11091dd rebrelMLlru,., dANSY1PI 1.
11))'SeeMyd urfYG6W'uncludlry Mem'Writer eco they neebl was wed In Be wrnyhe and design of the,Irene.
11)C+apeeA WrIM Krye9mMbn does not eepol the else OF the OenrtAdn of ba Peen Song IM top and'Or fpMam chord-
I,OAD
hordLOAD CASE(S)3»tlad
XS ��
i- twee 1p. . - ilh - fa:w4.mlwvv«r.00s
160@1084B .H07 :pp I12 ", I I
Lbb Rt.sl7640 s ry9-( IWell
Uvawe4l Form PrMue4.58313.NC 92 Edr4nyten.NG Ipol2c71ficoA640 s MF07730099P raym1400-460&rWATU2pWTgrBOH3EnVOW017048M1514431.k,
8-4-1 1&61219-3,4 .21.415 359.0 1
&41 1 �- 9-141 . 2-9.8 1 _ 8-141 I 8-4-1 "-
ma
i II .
z /try
I
I �
2-0_4 i 541 155-12 19-3.4 , 27-4-15 357-02 359.0
24-4 6-2-13 8.1-11 29.8 1 4111 ...ry 52.13
_ tiO --4YF)v .0264 31-2-3170-3-9 0241
WADINOI 4 1 WAC*IG 2-0-0 C9. DER lee) Mall Ltd PLATES ORPP413
TOL 1 Smass 4000) Ppb 04p DOC 16 r TO DW Vpt(LL1 -02413-n9 ..099 240 1 N120 187Y44
Tea 100 Lurrterl 4.15 8C 0S6 340113 -0µi3-16 p975 1W NPNHS 148109
BOLL 00 Rep Strong!nor YES WE i 6 Hor111) 015 9 (✓a 1*
DGDL 10.0 Code 190200"81260] (MVP) I WIMILL) 00713.15 3602 360 Wegh:170 t FT.4%
{
._ ..... w�....,
LWOW
TOPOH .... SRACHO
TOP CHORD 234 OF 2850E 2 3E*boa2-Ti2xS TOP CHORD 2.04Yral wrod&ee2Miio directly44. Wbtl or 3.10 oc minim,except
T3'484 SPF No.2.Tl'.PdXSPF 2t00F 1.8E R tdee purls 1302 mux)4 ..
SET CHIXi02x4PPP 2100F 1.0.c SOT CHORD MO PXXXx0*redh eppk2 or 00-0002!7I2 9
WEBS 2720SPF No2 WEBS )Row R 1t 21d 412.7-12
2 Rows el il3 pis 2-16.7.9
REACDM& (beim) l -i20(05b,9.2146/05.8
We HUR15-.100(LC 0)
mat
9), .9.30(LC 9)
mat Grov1030280C 1i I,9.!102811.017)
FORCES 16I-PPP LOaf Case Or12 :.
TOP CHORD 1.17.8$1T4s.I.2.18.47t2.3..2271,34.2031,44.-1800,54.2083,t-1-'22731.t9Ms9,1920.251 E-20.84
BOT CHOPP 1-19,r229,15 IS-2401,1415.2151.13-142481,x2131008,1 .12.2400!1G1i.2t00.9.10w2480,,86222
1WE$S 2-13.1142131a2.413.481.4-12.4,53
1482,7-i2- n
72917- .1119.2-16/021979.8217
IJC1NTS1RESS INDEX
1.O.W,2.OM,3.O.W,4.000,5.0 W,6.000,7.01/015.0W 9.0A3.10.0.W,II.000,iQ..OW,13.000,14.000,15.0.00 aMI 16.0.60
NO1E4
1)WM ASCE 7-0.&100ngx TC01.5e9t OCOLvatsl,624.4:crat 9,ExpC',ermNd.MA:RS(Y.w.Mel and GC EAarprl2)zone,mGewr k9,wM.1*
craed K lot rtwnMn aEkrwa&'MFRS 10?:extbro Nwxn:(uar 00."1 90 gM.0S*oa.180
2)TOLL.ASCE 7-0S,P0.400 per drag roe 4 w);Category 9,ExpC,PatialbEW..Ct.1.1,Luo60
3)11x160Wmd mow bepe have been considered for gm design.
4)Provide adequate Maingel0 peveta waerpnSig
XI As request],Melee haw not beendeegM4 to provide for pNArent tolerances or rough/0411x10 end er Abn conditions. 2 I W resporwbWy M the frbtpator :.
N Increase Owe Sees to xoourtlor ttt$1 Tors.
0)411plates re M120 Ores unless OPnmiw lnkAcd
7)T,k truss t .besSegrea ter a 100 Pt both chord We 44 nocconowerl 0201 By Oeerka boos.
9)fik rivede r m dasge4 In xmrtnce.mmlxdr"cFnnePler,103 3844 ls 2008 Nbrnaas 8 Cod..wowabre e and erMaflGt is dANS Itup+n s.
10)-Sari-rigid pl¢NMst*including See"Worker sod Maly 1 Ml wee teed in the anal*,owl design or Ibis truss
.
11)Gr4ohicalp dIn rweserealon Wes net tlrykd the Si,or IM orlomartion al the purun along the top YWor p}Rem chord
LOBOCASE(8)SITsnda'd
Than ,w„ice. icry B.dn,Bum.s:v.�,a- _ I
I �
<0$1gB IWR HIP GNx 1
2 JobReletsmo pppp
livr, Fawn RWub.5831 S PC 82 AuYPngbn,NC "'p 7.640 .M
Apr BPPp8 Print]woeppr 016 ongMINNlndetliee MC FA hp 1G 080 08 201G Page 2l
ID'd.ZcNIroAMFO7nOw8P aymAM.GMJ'illgiCSVOnNGvr12Y?yNgipFC1HYBR5C2%ymtj
LOARCASF(B)Standard
UKam LmN(FA)
Vel:t.2.dlOJ,2-3-10J,}ys100.4&40
commraee Lou*IH,)
Val 7..20")0-2503(F-20.&2543)12-216erBI 1pv2133R 14-801915.4100(B)16.A019
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
051,-- dare —.. _ Tvae Tr. WY !WY Saw=WYI 'Vernon$ _..
116.6/6648 Noe IMp Wider Fax
Ile V*,S Wow RWuca.5B31 s.NC e2 1111079111 NC .kAs
1Atm 70402 Mr 02016 Pm 184100Apt 11.0010 NBA FilalMr M�. NII Aug IS W46460 a Pagel
10•05ZCNMMMF074)6vSP ymMG3.5,10 110yV -2-S .YWoJaA ETTNVFR5G2xymli1
I 2-11-0 74-0 12-b8 l
2-140 44-0 - 4-9-S
""" {
1.
Nr �1 :� 1 NII �� 1_ � \��
1 Ill I ,1, �i I � ni'� ) �� I
„_ m .c
lilt J.
2-11.0 73010-1.0 12-24
46 0 �.... 2244 .1
2-11-0
eOlMsOWN-L71340-24 13111-v11-121,10.0.31Q941�10-34Ca41, TWA.0-10F1 _
TOCLAal8�40c TM? SPMNG. 2-04 T ca DEAL in Foc) Weilare PLATES MP �
(Rq'smaw4p0) P'tleGrp a I.ts 10 088 WANE) -007 94 a 699 240 I M124 197144t.TCR[ 200
Amber TAX I.is 0C 00 46100 -012 0-7 49 180 '
BOLL 00
Rep 9freeelfief NO 1t8 OTf 147701.7003 y Na Ne
KILL 10PERGAM MONT21TP12c07 (AMC Ww1(LL) 003 17 499 360 Might-141b FT 4%
LUMBER-- _•... bb5P10 A ..._.___,
TOP CHORD 26414 No.2 TOP CHORD Structural wood seeiheq e1w66y Sed or 1-9-Il oc purNns. excepl and veitlals,
i ROT CI.FO Zee SP 2400F2OE and 140 uc purling 0-5-1t rr4).23
AOC 2x4 SPF No.2 BOTCNCFR Rgid:AI Wecity ay61d0r104'0xbam9
PFAC16254 (bsin 11751V05 ..5.490993e
Wax 4 -8(LC291
Max141118-481(10Max 5--'706(50 LP
ax Orw8Ee1PIS),
LC A),5.5176(L716)
PONCES 00-PIM LAW Case Only
TOPCHCRD 42--0420.24-5295,110-4291 341429134I m 4'37 441.-13911.8.3121
80TCI ORD 0124737-12.23,7-114-52,13-14.51/0.14-15 STA 1540-544.14-164743,59.441145.1137
WEBS 27$24t.29.t88,304sI1.33-Sir,i-7574
•
JOINT STRESS PBp(
1 1.0.00,2.0 00,3.0 00,4.000.6.060.6.0.00,7.0 w&d 8.000
NOTES
1)2;ry truest bemnnwled togeterw11,0d(0131501 na'Rn AIWA:
TgaGwrde own].Od m{o0a»WA.I mw Yo-la oc
Bottom Cada Con:He e2 b5uve:.4.Brows st god&0.10 cm
) Nwx
Wmek552x4
ed f*llW. - M 110 Exo. mente,E32x4-i rowd110 we
5)NI(cads arc wsartenepuN uroa to dl wee exoep 6 Vied"RI (F)or incl(B)lam mare LOAD LASE)51 aopron Ply to FLY 0001510017 Icon Iwm
prodded to dWlMM only loads noted as(r)or(B),unleve arerxlselmluled
91 Nand ASCE 716,100np1,TCRL.S.gM,0GDl.soml:h.2411',Cat II,Exp 0,erc1564d.',MFRS fbwelae),=Clever left arid npfe eAueed Lu'rtgr 1101.1.00
plate 9r400L.1MO
4)TOLL.ASCE 7-0111.40 0 PJ IIW root WWW).Ceegry it al,O:Partly&EO.,OWl 1,Lu50-00
15)Unbaletwed wow kwiswebenmmldmedfor Mladvgn
LB %14e sea 06:1547e to pever4 ectal WANT
71 Ae rwrmtbo,pates M1me ml beendeer.OIC provide for yrceimM Werecoma or lwyh tSM'I.I and ervakn uMnalnnIT the LAWASIFA8y at Me 4bllaYm
, IsMaeme Pale 4neAIF axurt for item lawom
e)TAtaas ILA been tle9gned rota 100(W W11om chord lin kW iwwnnurem MM1 any other IM be b.
21 Provide machos-dog hen tiara(Ey o111AN*hes to hewing Able=NAN osr,Yanna 001 A yrs a pint b and 708 b Mint At plm 5.
I 10) Sw true Is crlr.S In accordance w8xacw 2W9 International was trueand In the 17195)ak and boa WM're tarp.
12)cry nrelwrlmnprtaenWbn dm rot 1de SlM size or the a1'll O of le brtlm pZ the byA WN,WryomcMM
119)We bottom a d, 4Sodro(MA aNAO)LW &w TAB WmCAA down wwuNsentx111-0lmm the lea minim sbmveSl C,Wa(I ply 444 SPNb WM
t 410AWP SNH24A(NM Ad b oto rdrdl&WBDD n into Yrvn)or rytyw1 eI 730 Imm to left end le comes WAWA)04040 ply 2,4 SPAN 4 front
' We of bottom chord,skewed 45.0 dog to the AN,WON 0.0 deo.dawn.
15)Use USP JHA(WM 10d nails into Girder&100 nails Into TAN Or eWNalenI spited 112-00 Oe max.star11rxN al 19-0fromlllb lett end to5-10 to conn d
truse(es)Tla(I INPlx4 SPF).715(1 ply 2.4 SPA],T10(I ply 2x4 SPF)to heck taw of YMlomWard
10)FIn all nail holes were layer].m NMYd wnx lumber.
•17)INANELY Indkym110d(0.I48-701 or 1-12d(0.14811.25'1tocnN6.Pp more WWI refer to MITeM1's ST-TOENAIL Detail,
1151 H g.rs)orot.rWnnedb1$Awl W wovbd std140 tosupponoNYptr41ed bad{s)2543'b 6=6374341 b4 at 740 on bottom Owed The
rbspv. bnet venmmrenbndmbe(a)M the rzwwetAldAWu=
LOAD CASE18)Sentlwd
I)Deed+Snow AA/wed) Lumberlmreawe.1.15,Plate Incrolnevri..15
•
11C,onOrlmd Onpy42 _.......... _
Tuu YFUYyyy C2e, p{f......_�Bro:tlmawp3rdenJVxvm S! �
ramrnf8 MP9 y� jWPG'rtw %Mr
NAccall
Universal Forest PFAU..5B315.NC 62,CAT l ge JCLF Ap�prr mete g�au?pJ19 e6gg��,.��
P6a�NL ID al 2c7VkoAn4FG7u�OnSP ym AGG-B>I(YU MSo9BGZHSNIMpMAmL t9 R:v^ntPrv5Ym4m'I
LOADCASEm standard
Concentrated Woe Bb)
Ym65.f9{f)A.15(F)IT*194(FNB.:$93.474f1 Se15Fi0 4fl jr2...13298-7T)11.@0$f)18-27(F)20.47(9 21-477)AAA 2323.47(9 27..15(92SS.151F
29.-19().p0.15(.9
I i
rroas roar Nye $ fK ewmme BAgonibsnon 31
- u
100010846 .705 HP Of War •
940 a
a
1-10.8 1412 50.2 9.0.2 IDOLZC7M SON0r9 _wzymMGO-87
KWp.Ip5oSTw FHSNH mr. Ed RAT23r�2018 Paapp''
1.10.9 38-12 _ mMGG87_KYUSOWlk H9NHebnGEdAt aMee
$rrjM'5ymym
,y„ Bron88-14 149-0 18-9-2 23484 1 27-SD , 29-48 I
l vena Forest PrWu[b S8313.NC e2 We NC Atm.l 0w a bo 32018 INnl
- P 30-2 1942 ' 1409 '
•
.� , '
1041.1b Komi, runt Wale
•
1
34-12 7-415 11-9-1 1594 19-9-4 234-4 27-6-0
3-812 -+ 4-03 _f 4-0-3 443 44-0 -F- 48-0 f 34-12
ItiV9Meals(),ll,12'.139'12,0.18) 130400-1-121 fF.8,I-l2,0±811362<,a1-121[@Va12,0.1-81_ _
LOA4101M) 8PACylp 2-0-0 Cat. 13801„ in (lob Well Lid • .. - PLATES MP 0.. -0
TOLL 400 Pba OrPDOL 115 TC 090 Ve.1LL) 007 i0 sW9 249 MTS 1971144
fRibt Snaon40b barerD'X aR9 115 EC ONO YeU) 41015. 4399182 MTXRC 14&t93
TOLL :OC Rep SINN/bet NO 393 039 rib.¢l) 003 8 ala It
N4'LL OA Code IBCOmORP12M7 (Mks) LMrdILL) 002 1S .0439 300 Weight II9b FT.4%
Oh 100 �........ ....,,..
LUMBER ERACINO
TOP CHORD ZNISPF NO2 fCOFl8 TOP CHORD SlrWurW wood bearing brads Y4iN o142>aOrbs,evceq
• 1abrof SPE 2100F I8E 4-0.0 a bulbs(3-1-13 rod.):&8
SCT CHORD 2M SPF 39.2 SOTCFORD Rigid ceiling(NeelySi2-1 or 100.0 ac bracing. E00.99
WEBS 34 SPF No.
Z 8-0000 Wend-1315,1213.
WEDGE
Ai01124459E Not
'EAC1ON& Webb 2.1251/0-58,13.2.83/058,9-869a3.8
Max Fore 2.59(LC 20)
FW L0182•-203(L07),13.1T(LC 8),9•178(LC 8)
Mar Orn2s,1450HLC 1),13.3171(LC IO).9-1132(LC 17)
FORCES, {t4'Fart LCs,Ga Orb
TCP CHORD 1-244,2-2.-1653,318.9317,13-09--1511.*209-1518,4-20--1916,49.472,5.21.49-4 0.2618,8-22.1628,2223.1023,743.1328 7-24.-I 13.2425..114,25-26•-114.1-28..114.
.9.417.9-1044
BUT CHORD 3114243,1]9.1317,18,27.139,1829-1501,1528.150{1477279,13-14.279,18,29.401229•-79,1280.703.11-30.708,9.11.726
WEBS 8-17.9-24,818.201,41 eo 4.15-1239,6.19.1939,('13.19W,)13.n6O.712.x132,812..95,&16249
JCINTSNRBS POO
2.0.0 ACQ4-OW,5.0➢25.3OJ,7-003,6.0'..0,3.0049.003,11.000, 2.0'00,13-00014.0-00 U.CW,IS.04002 17.GW
WOES-
1)
OTESI)WW:ASCE 7-05,Y WrryYr,TCDL•S.CIvd,AMA-509-41,M1.201,Cot II,Exp C;endeared,OWENS(8-w rstp.cant lever left and eBr(exposed;Lumber DOL•1 PO
• PON Wb DOL.1 W
2)TOLL.ASCE 7-05,01..40 LaPa plat roof snow),Category 9.6p C.P&ll¢Iy Eq.,Oto 1,14`50.0.0
3)The
yhaww YMIF have LWnconrOrr fortrIf design
4)The trice MS bon S4 Q.fo for wretlert,po roof be 8-N of IS 0lnl or 200 Oman Sol roof Fm U 40.0 pal On overhangs mMONment wflh other INe b�.
ES Provide**Lots
I N rMebb1210170&we of GTI 9i n dt Mid-
8,E wwe Wore. lee t0+P01"enaY Nmmns«rcupY.wtl'ry rd«aaronmrcMkrre. n®In»reywwtl',rya Nea`e'mor
le masa plan mope to woo-70oOreo a tzlmat
,7)Tlpiusm Mees pita unless 3,2d 100m)bottom chord live OPl' rorcble oIv WMIdany of02her b obee.
Providemechanical1MesigedIn connection wn)Mmmlo[erna NSO odMMNiti 23203n nd reel re01702,275bopt'err ANSrIolrItBard 170 bIpIXNpinl e.
10)Teruo¢a Outbreaks
ImairoNowith MM'MeIMmrWmodl wasrpCode dinbea4h,a an doge of that
fobs PN3VIPl1.
111) Semcatpr8nr Isri fond Merberend sizeor modal wMlnMea inaJo and tloo9natm'N oro
IOUs,Uri E port. POWs fed han does rot O8.1 4nettae or Ma TOMlrmbnmllB wrllnetre hoe lro2 oc no.or bpi amore.
IOUs, J03b Iph/ 4S40Ghat 0NyOb oft SO1 r,x4 SAgCWm1911EZaa)fertIac4ting#39$1ma Ca iN!«dmLt81a10
mnen nolesssrtlanerfan abided
fWap o",Fl.)C3Pc+tmsPt}CJ42{i Of OE suF;mlmniremMnemmwd.
14) NAIL V MketegrttraM1 b@woca�0urbx.
IS)'NAILED'Iorober 2,10d(0.148581dev3')er 3124 prove.257)rdent10 support Formore OenIn ldNrlo MR0les3l downand 2 b up
110)alHan9ePs)03 ifdoWand
ad 24 r.pa74,01 MpodMMeto124Mbl2 ,103 b dow and2410fo839.48-203Wof3612103 u awn B-027brp
al 6-2-0.103ifNan Td- Iib wn440, 036downwed V79- b03oa b9wnend4down
fp at
1840,an911180103 nnN4 b 6rr12411)up 140, 1394,7dO1
• down 4llpal 40 sl onto chod ovenyd-266edlo 17u41038-7002YN24b 1pet1por and ofobNwn 8,M 26oy}M 2190,a-,d 1098-409.
andt24 lb DO 3344 antic bode
T I J The eaolon 01098wmeaond efront Noeeat(3r) of others.
17)'4170 LgOCfi9E(S)section bb#gcl&ibMelamyalMbwareaol f m(rolll(h)Or beat(3)
(tOAOO*SNS)Sagwd
0 Deed f Snow ltbobn ed):Lurt.rincte6M.1.15,Roe Increment 15
Uniform Loads(p1)
I Ver. 0.2
1-3•408.100,810.100 2940 •
J
iconninued on wwa........ ._ -
(W i •.� 1IAA TAT. Co -.0v eArwm8353/011 N.,o $t
H04
IE1:81004B utlnP°^,NC w7/ I ISA IL p Air q
IMv.r.el--lade b.i4,x3's 41122....- 1ST_...._ l
IDOIZetNw 9 v MGfe'1> �KB Aall21-94 26 012V%WE�t2 27 RFh10 4?SSzNrren�/r',
et= mI
• ' Si n r. r' ' .G*`r Iso ^.a •r•-
0,164 27.0
�L,' AP-1.T .._ , _._ 10,90 j a-P-1 .....r 861357/ 2410-12,7, alba ea 11.0.4 1-- 0134
"',}OTs Ixn..h�08I1,Edw1�¢ ODI I2L I2--0'o . . 80340 12q>CAd Edge],MO iL'Lfa of-0.o)eElefI 30.1.N Ud v (igv� 6.>4
LOADING
5 t TC
>499 249 MT20
TOLL 406
fftot Snow-1.,0) Umber Oa 1.15 C 0$1 Ven{TL) -02710.12 0,003 106 MMTIBNS 197/144
ITSBoa 10p grp SIrt lw YES 1 WB 055 NN2( T,l 403 f8 Wa n1e
i BpLL OD
BOOL m6 CodeISOPAPTP120 z J (Nattlq WMAL) 004 12 P999 300 Wegm.101 B Fr.4%
LUMBER- MAILING-
TOP
AIYqTOP CHORD 2x4SPF 2100F 1.BE'Er732 TOP CHORD 2.00 LA
sheathing )3.My applied or 5-313 oo Wnlrrs,exceq
12 TA OF 21350F 2.3E,T3 2.56 SPF 21WF 1.0E R dcA Wrtlm13+4coup 36
BOFCHCfl02a4SSPF 00.2 SOT CHORD RpWmillrg directly applied are-0405 MSA,.
WHIP 2x6 SAP No2
til*£RS 2x5 SP No1'E2p'
01.254 OPP Not 2
PPAC1KNB Iaehel 15.18230-54,,18.1820105.8
Max FNa 15.MM10 B)
Max LplIXIS.-21 NLC A),13s 214(LO 9)
Max Grev 1b1831(LC tp,10-I581(L0111
FORCE& iG-Fn4 Load Case Oiy
TOP CHORD 1.2.111.23.1823,3-4.2373,4I7.¢373,5-11s-2880,E1S-SA4 018.2312,61.-1630,74.111
,BOT CHORD 14-41343,2-15.1790,13.14.90.12-13./354,1112.1307,,1635.1307,9.10.30.310.8.1-18.-1290
WEBS 2-13.1498,3-13.437.3.124170,5-12.971,31&1153,Al 0N@,7-10.1501
JOINT STRESS INDEX
2.003,3.000.4.000,5.000,6.000,7-0.00,9.000,10.0.00,11.000,12.0.00.13.0.00,,14.000,15.000,13.0.00,18.0.00SM13.000
NOTES
1 1 WIM.TWA i.nbsrs TCD1as WY:BODt.SDpa,R241f:C$.x;EtC,enfsM,MNFRS{DOt.l.Y3/CC E6alor{21 SM.rarAleler ie98nd 1pH
PI 1coxa:GC for mamIxe 0 and forme a M/FRS fo rtxIblo 9l un,Umber DC/..1 1,plate 21,0041 BO
CLL.ASCE 45:2-.400 PIeen mol Flwwl16degory A.ESP 01 Partially Eco l CITY 1,Lu.5060
31 Unbalanced snow Prom have been mrewereo for Ne design.
slpa' adequate atLnooeb for gre"eveWder ponding load of Ie.u{M or 203 ATLAS/Lel roof Iasi 1440.0 psi on ovenurye ronMrwnenl with other INA*de
A M requnte.9,Owes Mn not beendesvgAto provide for FAhblrommbra,csear rough teldILrg and ereetlan conditions. S d the reeponsbIty d'JNHNrIWor
to iseaaepf a Aso to -'.1 IoUFese.01002
,7)AO*its a'.1020 plate.wwsoarn»e*ASS.
8)TMarn®has been desinedror a 1000)tolbm chem the fond lwnmnarrem wWP any'thy We by c%
9}Beating at Aim(s).IS.IB mMNers prabl to gin value LAIN ANSITPI I angle grain formula BLikF9 Omit Mir ehould verify PiPry of Moire roman
'10)Provide mac:SIoU COnnedron(b'other/10o/truss lol NrepaIS Cabe re13 elwItr antl214up'm tl1Gm I5 and 214 a uslt ALTA 10
I )Tb true le des aoo
re4In rdanoe*Ph the 20091menalbnd Ouikvp Cedesegbn 2306.1 and referenced standard ANSVIPI I,
12)'Sem.ry1d gcrt remW Including MRS'Monter end fixity n*delwai used In the eMye4 end design of this trues.
13)GralhioalWrlin refnamabn don cot dNpkt the Sze or me orleotation of the wnfn slolg a top and0r palbm chord
,LOAD CAB@S 9ea#Cd
T 7194 W, o, B:wmaealR:( to[noSt - i
'.100818848 5003 cop 'I
_ —_+. JWlMxero twang)
lelnwind Fant+TA++.WW16.NCO2 +Won,NC R ]& /got Oe7[ABRBIq Print.7840s Apt Dole MTW AtNM+,Ind H AugW 10 400D TOW Ppe11
10d7cTMOM4F070048P_ Lerym9GGGIma]oRYfa0F26V ILMI TOoFTSEBVTEYPOymljd
l -1-1P8¢]1 2105r ]112 1330 19-94 247,12 ,�1c10A
.122 A i-e
1404 074 2-34 4108 604 Bry4 4-106 2-50 3941[P359-6
a.mei
u> K.r
1 N :r:. .s q
j
l)•74 2.104 7612134-0 26-106,419-9-4 24.7- 26-106,441zF/E
0-74 2-3-0 410-8 a 1[0240-012T n 644 4-10.6 2-3-0 424 �
LISTS Meals 1KYI_19:044 BALM 011�1-I B 0-38r1- 806 E.D. 1:014024L Ifs0-3-0[2:41,1770-O0,0-6121....._ �.
1Y''""TC, �a0a SAWN% 240 CS. p!FL. m (k . WI Va %ATS GRP
(OLL 40 0) PmeGrp RA Lu TC 079 Vett(LL) 412 14 n999 240 M@0 197/144
'fes 100 Lu'ntwilCL IIS SC OSB Vel1,'tt) -021 1415 >Ed3 ISO Mit85 1971144
BOLL 00eep-1t In+ YES WS 043 RozOTL) 066 19 Na fl
I. 100 , code 1502ODW1P'007 tµ+N") WId(1.L) 004 14 ,x499 380 Weight I'266 FL.4%
LIMBER- _•,_ Male-
TOP
Mal4TC CHORD 2x4 SFS 2100F 1.8E TOP CHORD aruntur111 wood sheathing directly a[Flled or 4-11S M pontine,exceb
80T CHORD 2x4SPF No 2 2-00 o0 WWre(32.13 wog:4b.
WEBS M4SPF Not SQIOHORC P'9MCNnp°aired+$ryb0 or 160-0 cc Walrg. Ek t
OVERS 48 SP Wl 860oc twang 15+7,10+1
BEACBCNB, (tielm) 16.1823/059.19.1022@38
Mu HN11e-99(LC8)
Man UVI I8.-232(LC 8).I9+.232(LC 9)
Max Grewl8-2072(LO IS),I8 207WLC 18)
FORCES. (b)-Fop Load Case ONy
TCP0MORD 14117,2-3--1539,34..202.0.120-2249,820.3245,5-21-226.5.821.22*++.-2028 7 .t$39,94.117
BOTOSRO 17.13.73,2.18-1750,;8.;T-4144:I5-10-i$5,[4[15-1719,l3-14.[71%12-13.RIt[1-12-1388 10+1--144 l0-IKd 8+9=n TWO
WE£3S 2-1%1830,9-18.-71L 616.388,4-15.J1,W14.080 5+4.-872,61460.8-11-41,7[12.388,711-711,5l .1620
JOINT STRESS INDEX
2-000,3-000 4,000 5.000,8.000,7.0.00,8.00,10.0.00,11.000,12.0.00,13.0.00,14-00815.OW,18-0.00,12.0.00.18-0 20,18-000,19-003 ad 9.000
NOTES-
[1)W[nd AWE 08 WOWPD.
01F -
1)Wk&AW..E2.08:100,1p.,TCCL-i.DO..BOOL-Sgat M244C4.It,ExpC',ervx+.'-',FMFHS Downrite)and CLE$erbr('11 zone,windrow 411 and VD
enase3:GCfor her trsatl tows2 NNFRSim MEOWS stamf.Lats DOLL MSffiepq Dant DC
'i1 TCLL:ASCCE2-08,P1.000 pet Wallatmnw):Cpagry InWWO[,Pat yEw Cw.t.t.Lu5600
Jt umxrted alw Weis hometown nnnswemd1or m6 de.I9n.
W This'Cuss hal bean dsWned for greaerot m7[roof We load of 180 7[1 or200'Wes tW roof load of 40.0 pit on overhangs non-wnanem xbn other We Wad.
s)Provide alnoete MOP,to poem Wier pending.
8)As requested,Lutea have not been desgmd to provide for placement tolerances or rough handling and erBMon oondaons It rs the ravcnsbllry of the layrxaor
to Increase plate alae to Eoun for Mae[adore.
'7)M plain are MT20 dates unless oeam'ee lNlcaed
I SYflIb Inds Ms been 4eeIgn.d fora 1 0(et WilomcMrd N[Ww0Mmnn 7[r ea1¢ry of art.bsde.
al BesOW atp:2(411E 19 corsWm w6M to yin nAre usg ANStRPI l ape ro god+tnn a &1u'dy*annex lout vertty tawslydbesAng+Dian.
10)Promos metlW$Jeonnc4on lbyo69110 of tunic bEerinppbOV capEtieohNitntandring 232 IDIOM XL VIM 18 ad232b wig nd thio IS
1111 TIJs tats b*TOW In accordance Wdn the 20091MenelbnS Bulging Code setbn2308.1 and MBKIFN standard ANSVDPI t
121'6errbrgg pnabawmdwlngMad'Molter end fixity modal was used In the uwyaS and deggn of iw fIwe.
13)graphical Wdln repenalron does not depict We size or the orkmAdn of the purlln along the trooncgor bottom chord
LOAD CALMS)Standard
86 ._.CCam ._. ,ueelm:._-.... _ 4Yµ. SEL... ora a:nwe11046�n�. _......___ __.._�
105E16448 Hos IMP ID:0 ZC 0 MFO7 %VOP_wr�MGG.0 a%0RYfa0F28YM R ILAh3Va(V?i0VTEYR
`Onveeel wren Prod40,631s.NC 024 iA T4Ii NC 4
-1,-108 '! 4-104 4-412 1744 2410012 278402948
4408 044 4-34 i4104 ` 0-08 4-*8 404 0-741.10E '
„a„,,,,,,i
IIIc 066 6
♦ .3 C ♦ 5@
rmn I
•
•
•
q>R 4-40.4 4412 1h&4 22-7-12 2840-12 27-6-0
d].4 430 4-100 i 8-08 _;,-„ 4-10-8 410 -7-4
[efve Of®ta X n_12 0,41.12L 15:0-3.40 ,01X7404 ECyef,11d5A44,43-01 __ __
TOLL OADING(be400 SPACING, 2-0-0 C8. CRPI. In (loci Edell lid PLATES OMP
( ,� 0} PMW
e Or1JL 145 TO 0.10 4efylll -014 13 6999 240 _ MT20 171144
TOOL t4-9 LYINn OCi 118 0C 9m VeN,(11 -03E1243 043 -40 - 642164$ 1481132&Jut OA Ac(.5lreg lw YES992 911 14/64211t) 418 :7 Na Na AMENS 1876144
pot. 100 Code IBo20WTPI3007 (4611e) YRdLL 00512,3 6093 380 1 Weight 1276 FT.4% .
'TOW CHORD 144 SPF 21 CCF I BE'Exaeq' top CMJRO Structural wood sheshlry al'Wy* 4d or 4-0-2 ou purlme.evmq
T2 2r8SPE 2100F 18E 2-09Eupurllrn(462 mae1'.45.
CHORD
WEBS 2x40 SPF tb2 WEBS Ra 1 Row hw'M66 allest 442 ocbecln9.
OTHERS 268 SP 641
REACTM@ (Ev54e) 10.1022/0.52,17.,1822i05-8
Max tioia16.112(LC eI
iMax 1,4 ttI6-.P4e(LC 31,176,2480-0 91
(31„Nay pray16.2306(SC I8),O4'Y6(LC 18)
TOP CHORD 1085100 2064174
22%9.34-2444 4219.1340 ffre 1-124 020-2320,54-2300 4'-1'7.7 7721.I I7.7 B.zt-199
TKJTCHDRO 1-I 429.0244504034344rFnS4444442.5020344-S t2. 447,11-124441,10-114441. ear<T3 zn«I2d9
,'WEBS 51999,3d3-d5L 413'+614,412.3,5-12.344 01yN7,5.10-8,F10.24912142W3
I JOINTEMIESS INDEX
2-O W,3.0.6,4.000.5-000.64 0.00.70000,9.0.00,1,00099,11.000,12.0.00,13.000..14.000,15.000.16-099,18.0.00,17-0499antl 17.099
N41F8
1)TNM.ASCE 715,fO3n h,TCflu5.Om/,8.00445252 Iv2415 Oat 0,Expc i encased,*MFRS Strmrkei sad C-C ErtsurP)zone,60411049,-4444 m01
emceedPClor n»nt nstd Scan AMENS far reaYbv taws,Ludas 00141 80 pate 00004480
2)TOLL ASCE 742;F.tla ytlalaicol Brow)Cffiporyn Epc P4a3E30 014 I,i440
3)Unbalanced snow bade have been mneykrt4 for this design.
4)Than eram has been designed for Pre Ser al n:n roof we bad m 1p.0 Tat or 2 00 limn fwl ma bad of 40.0 pat on o emarloa non.q rwunentwrcn other thatlamile.
8)ROW.adequate6'68888 to Prevent wag porglrq.
01 AT requested,pMee have not been deayre4'0 provide nor pecamm tolerances or rough handling and eraelian conditions. M a tire rwwnstllity a the labrkador
m increase We elms lO amur4 fw thu factor
7)MOWS we Mt20 s unless WaMt»Mlad
$11044164:e b Nen Cwyrcd sr a 100(N tNbm carism sad narparau64114014,any ober to bad,
S)14e44-62
waslIPr * iueunlg ANSVTFI 1 vale toorenlom la 8vdiry
4R12ro15NUMveMy 414019,Wheeling Nfx
10)Provide connection ofeuM
pate capable of wMM1MWIrp 248 b uplift M pint 10 and 2486 ENS at joint 17.
11)Tnb trues is designed In ecwrttroe with the 2009International Building Code sMbn 2308.1 and referenced ate dad ANSVTPI 1.
'2)'Sern-rpa pYrollawolts Including feelr Manner end fahy na(b1 Nm used in the atalySb end design of064liaise
.
13)CranhiWpuha rMYeseMtlbn does not Sopplat the the or the orientation of the glrlin Ming the top adiot bottom chord
LOARCAOE48)aanolarri
.M T;ru._.._ _... .. .......__. _.
'nm T.pa 'Qt RS' Beev. Dowse; D. '
lmeftti3 MD hop +
�.. )Job RMTM[M( mall
Universal Forest Protium,5e3,S NC 02,28.490n,NC Rue l640t Apr 38p010 POD>340 a Apr 11 2016 MTeh lnyaele,AD. Al Aug 19064002016 Pagel
I1701.201MrWMFO7uOOBR zymMGG-kY8RV50wC26-201 T30y8rW dGOGYNPU VMYlnllP:.
1. O.8 aZ 81 11-8-12 tb9-0_,_ I 220792 20-74 l,1$ 1
140.6-8-S DED L1Re 4-04 4104 8-3-0 Yt03
_ suss` ,
I
0-1 6104 11-612 15-9-4 ^00-742 -I-- 2610.22 2]-6D
04.k 6-3-0 4.10-8 4-041 4-10.8 -6-3-0 0-7-4
eats Off eels lx Yl .a4.Eb]e1130-1-12,0-1-81.91.0.3.0,04.;15074 P0-2-41,(20.1.120.1.61,70661sy=
µ 1111 o2-001.11
LTCCLALMIO(24104 r Fie DOL b0-00 TC 9.89 0 0321 c) aWll Lid I::- ETES OAP
44
(Rea 5
TOOL mra; tamer DOI 115 BC 059 V'tll DEA 12-13 2024 180 YP2)HS ;42106
00 prp Sltn kc YES WB 085 hbrz(SV 0.35 IB
IHCPL 00 Code 113020077P12007 {hHN� VAn4 Llj 000 Na Na 441800 44FT-
COt 100_ suss 12 >�3 3d0 I.... Weir 1x54 FT.4%
MADE& MONO
I TOP CHORD 2x4 SPF 2100F 18E"Exmp' TOP CHORD Slruiurp wood sheathing DA*y&Vied 0,2.24 cc Wrllna.ex0er
It 2x4 SPF No 2 240 at purlins(3-5-10 mule 4-5.
SOT CHORD 2a4 SPP No.2'E¢gl• SOT CHORD Rigid ceiling a redly applied or 10-0.0 co Damµ EaeF6'.
.2x4 SPF 2+WF t.iS 640 cc baits 1344.7-10.
WEBS 2x4 SPE Mo 2•Exc.e
WI.248E42100F 1 SE
I OTHERS 2x8 SP No.1
RYACTIOMS Ibb20) 15-I823/654,,16.1622/04-e
MD Hon I5.125(L08)
Mae lMlxl5.-2OILO 6) 1e-7e1(LU 9)
64x Gay 15E2541(LO 1S),10e154l LC 161
POKES OD•DCA OGD Cm OXY
TOP CHORD 1-2.117.2144040,3-17.3791,2-113e-2523,415.3402.4-5.-2131,5-19.-2406,6-19.-2524,6-20.3791,)20.3946,9.8.111
I SOT CHORD 1416-41,2.15-1781.131 4.03,1213 3346,f 112.2130,10414347 410.63,6-16.41,716.1291
WEBS 234373.3-13-045312.'11234-12.663,4-1l.2,S11-664,611.-1.179,610.644,).104372
JOINTSTRESS8W
2-0.CG 3-o M,2.000,5.0aP,6.000,?-000.3-o 0.m.0CC v.ro0 12-040,13-Qm.+4-000,15.293,+6-a0.}1e-PWw4IS-0m
a
I)Wind.ASCE 7-05. Wppb,TCDL-O0M.SCDu5ATeT 1-291,Cal ;LEDC;endW¢ed,MNFHS(bw.M.)YpoC EMer*TZ cons.cantilever It;Ed dr
exposed;C-C for members and forms&MNFRS for reagins engem:Lunter 001- oo plate fro DOLAI b0
xl TOLL.ASCE 726,F1.40.0 nst(DIED snow);Category II,Fad;C.Pvpa9yExp,01.1.1,LUSO C-C
3)uri:anntl snow Wads have been tonal**for this dmpn.
4)ml.4ue ha been(byred for praetor of min rod IWe Wsd or Ia0 cot ort W ling M r001Dud of 40 0(M on ovemvpa mrrrgwnem with other EDloads.
5)Provide adequate deinpe to Decent war poring
'4}As1Wuesl74 pbl841484 notteere MsDnedto PDIdelorpavement tolerances or NlghNa Elry andel c on oaMtbra A k ltenµrrnpHy 104 81114-afor
to Increase Ode Drat to sport McAleer;Axiom.
es unless
8 IT&trtruss has Mn eled9md for for a ILO*Whom chord M ES normnannl with any other live Dads
0)Bering at 81888)16 f6 considers wail Io grain value using ANSI/1711 angle to from Jamul. SuINIng deepner should;DAY DADDY cf Mating AAA*
.l0 Provide mdIanksl connection(by MMr!)of truss to bearing plate c014 of wlTMNking 2614uplift SOW IS and 261 G uplift N IOrd 19.
I ill This truss is designed in aDOrdente with the 20/9 lnternanMS$uik11p Code sectlOn 23061 and referenced Wander/ANSVIPI 1_
12)"GecEngid DIMOND Including ides•Minter endF1M model vro used in the analysis end ADO of mid Ira..
13)Graf rIcSp d n re9rtmemhn ODD net depot the eke or De orientations);the our/Da&t the fop ar4brtzItmMal
LOAD CASES)Stmfad
;ish fuss ..._ _. TAR lWe ... --. 1¢5' (P* ae,wriNCS,Resort 2t._ .... _..
Iravleue cne wwenWVie clma2 1 c 1 1 — �
��JmRW
Universal Fact Pryduc4�de313.NC SA P{iNn(ron,NC D ]&OeAp,n40S2Pp018p P_Rz Wa,6y.GMRDR 1InEueakeS FS 9OALP023118P
IDCZPNXOAMFOhIIMOP wzymLM>Ci UMFpt/PH]an%pq()2yyFA.18wp0%Ipp2LyPNK
H 50.
6.0 / I
54
/j so. n�
�/ i/Y
22-2311 ` .
f z .
J �, �
/. j..-- / ,/
_�
f •i.
n []
roam 1
2222
2-10-11
z.ton
myaeonwln X .. RI-2.0p-1-121 .
TOLL
LOADING
X409 SPS' 2-04 C9, I DEM In (le) Well lid PLATES ORP
(Roof Pme Opp0.Dt15 IC 168 VDIILL) 0.00M s9% 240 14020 197/144
TOOL 100 Mi CCL I CS BC 0e04 ) OM 3.9 ASS 180
BONO CO 1
RepSrefiM NO VB d18 vyrf(il} OW Na Na -
SCOL 100 Code lBC2npA'TPl2M] ( 'I) 1NM LL1 00 3.4 >S% 380 I WegIt r9 b_FT.4%
LUABFM1 RMCMS
TOP CICAD 2x4 SDP 2100F taE TOP CHORD 9rWurW weed sheedling JNdlly ig ed or 5-0.0 a purling, except end verticals
BOT CHORD 2x4 SPF Ne 2 BOT CHORD Rigid ancon dire*applied Or 0.00 oc+spry.
'WEBS 2s4 SPF No.2
REACMNB. Wets) 3'1421NkchpavW 4448.7 i2
Afastitz4.75.O 14)
nbslpl4t 469(LC 14 4.-199(LC 5)
M1 x(r4YyN(LC 14),4.5701LC 2)
PDRCSS (b)-FlML Load Case ONy
TOP CHORD -5.049,58482,2+987.2.1.1 35
'&OT CHORD 1i*403,47.6370
WEBS 24«789
JOINTWPE®R *
1.0 ,2.00.3.0 W and 4.600
NOTES
)AInc1OASCCESO&0 PE,TOOL-50r+A,BCOL-5Cmd4
h4NI,
0.2411,Cat enclosed,MAFRS(bwrlse),CaMlkcefl and,led rlpM exposed hunter OSA.190
! plate2)TOLL'ASCE 7.43-a.i00 pat OW fool draw+.Ca907 ii;EPAC:P&May E>p:Co-t.f
4)AnAn requested,p9fmtmeenot bbeeenndeeyMdt Vroo1defoorlrl P�irent'Dioramas or cough hanO1
In Increase plate ekes to ecmure follies laelon. wend.,ecudn COMPuuIt
. ND RA,[aynsdlM 010101101112A,
5)This trues has been deA2rcd for a 100 pg,bottom chord INe bad mrcnrcwenl MF dry other INe loads
6)Refer to plrder(a)lor truss to trues oonnoAllong
Y)Provide mechanic-el connection Of Other%of true to Peering pyecapabIe elwfhMYMInp 469 boli a OSA 3 and 199 b LAM eh pint 4.
81 Thle Irua le*sipped In accordance wihthe 2009 Inlenw(gnN&Slang Cafe section 2006.1 and referenced Standard AN$b1Pt 1.
8)"9eai,W3NbNseYw NdWN'e 1st'McAbee and SRN modelsmuW Int eaMht*ad design of tbffw.
10)'N4CE5'v4os PAW(0 I48-e or 2$2d)O.1484S)104-nals..Falmore cieWs rales W WTeba ST-TOENAL Dela.
:t i)NYgega)or other conn ve«,dM<(e)MMM pwiW sterrolers to supped wrgeRraadlba1(s400hdwnsM3]8 te up a 4313 282160 IDdeem and 2S8 13
,pat 43-8 on IND theta. The 4eNpNdIOYbn 01 such wnMNPn dehv(e)title 112128132428313 of MMR.
12)It the LOAD CASE(S)section,bads WOW to the fact olthe truss ate noted as front(F)or MCN(B).
I LOADCASE(S)31tn6wd
1)Dead•Snow Ib19tUt1).LurterIrcreaW.I Io,Plate I2122032e+115
Unriorm Lotl(T5i
Vet 1-2-t00,,4320
CersaiDtsped Lace RA
Yes 8.200(F-103,8.103)7.30(F.15,8.15)
_
tDm - T,we—
Twa1Xa ._ ... lay (cry !Bwuem:a ince;Wows St
IB'HtaAB ICJpS Diagonally OWN R f,
LHea.N FnM co ctt 5021 S.NL eabNAXnq<n,NC L.�.._ 1 .M 9`I�OD�I tJ75408 ANT-2 map ac ot. e@o _
IO:01207VYaAnnFOCUOWEl w-mCM-009BEICWOIMFaa duseloa.LURRXavralttXXONWeVV N 4
F-- _.. 3-6-8 ]-1.13 �
3-6-8 ....... 3-7-5
�..--j
i
� WI.
4, _..
w. Was Sy.
240-11 I 7-1-p3 _
2.1QJ1 4-3.2 _.
Ppta0Ass18 xYl..ttI Co-1'BI ._
LOADING(Pel
TOLL MD PPte Qt ' ?6U C8. DER. in (kw) ankh LI PLAYER ONE
i(Nml BrrywWO) POSY Cep DCL 115 TC 08P Vetl(LO 001 $5 $1199 240 MTA 1971144
I ICU t4D WrtIm CG 1.15 BG 0.11 veM'(lL -0m 83 2999 180
BOLL 00 PRNmen lm NO WE 911 XNE01)mMwoaf 4 Na Na
Code M4C2W (WON iIlPIZCP) ( : r ..5 aB92 280 Wegm 251 GT-4% '
i TOP CHORD 1- B AC NG-
I+O
TOP HOR224 SPF Nnz TOP CHORD Strudurre wood ah n'mimre[5yypkd or 8a0 aporia, evmgeMvgmwro.
BOT CHORD 224 SPE No.2 ROT CHORD Rigid along directly applied or 8120 a booing
WEBS OW SPP W.2
NEAC}YY-6 WNW) 4.63.Machw*5*503RS-t2
Mac Fbrzs.9e(LC 14)
Max 16$1814.-151(1.0 131 9..1B4(LD 5)
WaxGre94aNL2).5.6961L0 2)
FORCE Ib)-PNfl Lo&Ca Only
TOP CHORD 2.474 248-24,30--53.a.b..ICC
SOT CHORD 44+9075-18-155,47*-lee
WEBS 24419L25-S24
JC NTBTNESSRWEX
t.D.00,2-000,38000,4.0 ODar5.D.W
NOTES-
I)wind.ASCE 7-05,100n0:.TODL-5..0621.BCDL*.Gad;n.248,Cat It.Exp C:en ,ed;MmFRS(bw-Ie),cantlIeer left and n8M Noosed i Curter DOL-1.50
Male ON DOL.1.0
2)TOW ASCEYJ1P+40Dpat Oat oafwow),Ceerry I Exper PVOffidEwr,^wtf
3)U4tabmd snow WA Pa.been xad.md for thia desys.
4)Aa ft-Hassled.Hein have netbean doom.m provide forpiwanprt tolerances or rout handling and StMba pondmiora. 5 is ria Iflapandbility dale tyxlmor
0 lineae plate alma to amour-11H Phew Mors
81 111'a 1w has been deN9nd for a 1000 bottom chord In bad rnrcnnwrem MSF any other We loads.
9)P.4er lo 2ieeds)for truss to nun connections
7)Providemedanp.wnnWbn(W otters)of tun ta bearing plata capable ofwnlMan irN 151 trpim at HO 4 and 154 b L M tS PINS.
5))Ns truss 4 dapmp Inaccorduoe wn,VM 2009Interne/one Building Coda eedcnMOO.1 add relereticdalodmdANsvwt1
9)13enJr6M FeoXnYa.IrdltsdayMole SMrlt'rend tb0yembl was used CFOs ane addesign oFTblv.a.
It/WAKED'trLP'SssS10d28118,3f Or 2.12d(014320.259 toe+Vm Far more detliOntegt A§Takro SVTCCENAL Ceai.
$1 I F6$12648)or WWI dmSSendmbe($SS bepWpds.9WeoteetSwn Wncenva. tart(s)5t 0 dawn we 3746 p@ 4415,md58 b dawn ad 314
b W at 4415 on he chord. Tle deeyN4eMavn of such WMMdhnMb(s)is He I conW rnyot awn.
12)In me LOAD CASE(S)a61un,bale N}isd to the face or the Mw ate noted as tont Irl or bath(B).
LOAD CASE(S)Slud(d
1)Read t Snow(Ea4mpedy Lumbar InoedM81.15,Plate lowest.115
Uniform Loads(pH
Vet$4.2100,1-42-20
Concentrated LYNN Ha)
yen.e.19e(rw5.Bae)7-s(F.14,Bnq
Q1..........._
N Raw Pun CIT -Fp.n.
BMw :Yercn51
110818340 1004 pWan WP Otter . —L LW FYery'eIIFmYI MrenYF 'rc p, t15NL 820uAnglon.NC FUn TOW Pp B2MBVrMPO 1ieM
deee n< FrI IUB 1BPo15W N18-Palei123342cNxOANFOu P o49PVnOIMPO WNLIFIq%$mCIXWIXP ]
irl I338 _ 8-7-13
338 34-5
row N5.1
4_------ .
ti.-
j
,/ '/ '''----- - i-----. j
„ �_
v as I�
e11111
Farwasp r
2.10-11 84.13
2-IO 1I _. 39-2 _..._ I J
i�
TOLL b,0 SPOONS 2-0-0 CW. a in Ow) NMI Ve PLATES GRP
Tcoof 3neMw0 PR.O[¢WL 1.15 •
TC 037 vetl(u) 081 .9 499 240 ROW 197/144
TOOL too Linter PK 1.15 BC 0f1 v_adt'LI '001 4' 499 PO
Rep Rosa Mar NO - we ooe 1
i!Bout 60 Cade 1CC2DA/TW2W] iNArin) WIN(44) 001 44 99 360
I. 100 .MA .� We91d 236 Fi.4%
L1449EM1 WAGING-
LOP CRD 2PF No.2 TOP CHORDwood B1rudurN wood sheathing Greatly applied er RIG oc Wrlme, except end m
verN4.
BOT CHORD 2x4 SPF W.2 BOT CHORD Piga warty tl'vMy applied or 4.4)-0oe bracing.
VIES 20 FF Net
REACTIONS. {d Me) Md4KcN o 5*05WPRi2
M IWY5m8¢CO)
Mas U0114.-100IL011),5..150(LC 5)
Max(NW 449(LC Iq,5469214C 2)
FOM (b)-Prig L6Bs CO Otly I�
TOP CHORD 194407,2890,3-6-44,944466
NOTCHCOD 184035-]-4201,41«p1
WEBS 2-44210,23-529
JOINT STNESSD X
-200.2.2 00,340Po,440B381H540W
NOTES-
I)Wind.ASCE 7-05:lOonphr.TCOL.S.Owl'SCDL-5.Opel,F.24f ON.II;EWC;enebead,NtWFHS(towritan,cantlleter lett sea right Rooted:Lunar DOL-1 190
date 9r p DObrLM
.O TOLL ASOETL9;R.40➢psi(Lbl rodsrawk yR 6p C,Pa1Wy Ew:0l*t
31 LOWNenad snow bads have Wen ars fw d tor Ps do
4)MrequeYN(Igen have willow Neeitlred leproNeter ptNbb
wrtsrsoe fafrowsier]rHfrowsier] truant)end truant)WMlllor pm00
tttenes(ahy ea'he lahrmor
to ma'am.plale SINS 10 account for three lMtors
5$ThI9lnu has been Warped ler a t00 ite bottom Word live Wel nonwrcwrent with yry other We b 4s.
0)Paler to pllaerla)tin trop re trues mnnellnm
))Provide metMnata connection(by°thew)Nuron to bowing plate NNW.of wtlh;erpb91 W b win A IOIttt 4wd 1806 wet GRINS
BI TN tees b Waved inmvrlergwthIhe 2009INemtlbaSOuldlry Code section 2305 and MerpKetle4ndv0 ANSVTP11.
a)'S.n$rgd pk+:Wevia Including leeteMcSer 4040 c.%mate kat upoln Lx%+pNMn and*SIT crrr,0 Irvin.
IOi'NO;ED'1MmibS 3,tOdp2 f 68,310(212d(014n4.251 to na FermaN*4144 eabrk55Tek'9 WrceAt peal
II)Salle LOADCAME15Jeedcre memARAN!10 me haaitte tuM we masa.Nal t9 a bedrisl.
LOAD CABER)SleMwa
I Dead.Snow Weleneetly Luster Increase-I.15,Plate Inereas.115
Uniform mals(PP)
vert 1-3.,100.1-4-20
CoonCentrsed linea(Iq
Veil 629(PM8,B.42)]-2wf.9.t)
Jec
:T taNip'x OA '-nb ew.ovaw w.mJVenom sL .._
199819340 Lb3 I[Hyona Np OMr 2 1
Carmel Forest PrIX4ery.5N15.NC 82.tlurFglon,NC p Job RMen�rrvQlp�p4mell
IDAL2c7VkaP 4F07u0W8PIwzymMCG-Jzd3NI0010 LWpMfbMrSENMA Fri
19 :WWJ016 Paoer,
-2.7-I3I 40-0
2743 404
•
atir
„,,.,<���.r' ,...F^
��, � /���
1 /
ra
—_
it"ALOMAIND 400 59'AONO' 2-0-0 1 DPM In Ow) Vd II Ltd PLATES PHP
�flW 6MW4400 Slaw 040CL 1.15 • TC 073 Vert(LL) -000 44 >993 240 MT20 1871144
Lar W
Lumber 1I 8C 007 Va111iLI -001 45 >099 180
•BOLL 1a0 Pepspew law NO i WS 001 Herz(R) 400 3 Na oto
'FP. 109 a 18C2089m20O1' IMar§t WILL) -0W wS v9•89 320 Weir 25At FT.4% '
LD�Ew
TOP CHC O 2�o SPY No.2 70 BRACING
BUT CHORD 2x0 SPF No.2 TOP CHORD ROI wilivmoedAap'ugdlmcYygryc bracing r on Pork", eaeplaMwrBmte.
WEBS 2r4 SPY No.2 BtlTCWRO ROI wiling eNeGN4Wiey or10A-0acer Jry.
REACTION. (belie} 94551/0.7*3+WMohanear 4.37MatttoIo1
Ma vMStoe(LC 5)
W. We15-105ILC 5 3.-2309-0 I it,4-8We SI
Max 0ray 5.707(LC 11),3.43(1,0 15),a 77(LC W
I FORCES. Ib) FIr2 Load Cm Only
TOP CHORD 25+d14.12.9,214,78,8-7-65,3-7-5t
BOT CHORD 5.&0.48.0
WEBS 24.-0
JCENTSTRESSME4
2.002,4.00G M5.0W
NOTES
I)Wia.ASCE 7-05 100aph,TCDL-5 !0,0DL-5Opel,114248,Cat II',Exp C.ended entloarrdi MFRS*novel,owellNer len q WWI exposedLumber POLI 60
pate grip DOL.-TOO
2)1011 ASCE 7-05,F1.do0 pal(latroot Brow,Cale9ory 9' C.PauyMEw.,Coo 1
3)Urmiarcae maw leads nm dem xm+bladt+r Ono Beeyn
W Tina tom M been Warted tonsure*or Wit mai We load M 111,e Wt or 2O]lhsanet we 6Y&en 0Per on overhangs rtmwmnrMwtrotM Mw We's.
s)b nye nre
to beeuri lwdlM rsovlde tor weetem tolerances or ret twang edmaroonwt lions nit un NSWrualM a are lMi�or
0)This truss nes been arraigned bra 10.0 per bottom chord live Pad Muynunem won Wry other Ave bats.
71 Rler to plmer(e)for twee to Irma cannanom..
8)Provide medwn'st rory tion lby where)of truss to bearlrn pple capable or wittelanding 205 b uplift at joint 5,230 to uplift n joint 3 and e b Win at Oe44
8)This num W dW'gnedln Ymrdane%VAIN,208 International Building Code section 2300.1 end rebrerned standard ANSVW U.
101'SerYrpIdoe ageke McIWInMb'M1bMbr endlhry modewm wdln We a.Wsle aMdyn el WV Bos.
1 I)"WALED'IM:W ee 3.10,8(0.1.42/41 Or 2.184(914-8-43181 toe'rplk For ma*gin nM l AiTrs,ST-T OONAL DAN.
12)N We LOAD CASEy9}sewn,/,Ems a Me4 to we was or rhe tare era noted as tram(P)or bark(PI.
LOAD LASER Slauvd
11 Dead i Snow 1boattern Luster Inereene41.15,Plate/wearer-1.15
Unnorm Lomb(pi
Vert 1-2.-100 2-3-1 W,4-5.30
Concentrated Lars PM
Ven 4141ip.ID.8.70i}3(4.2 B.2)
•
...._e._ _. limen _. Tea Twee -... _. OW NA —reformat Henan;vurma. ..._ __......._ _.
•
180212e49 i002 Die2Cn¢INp Gnaer
"edra,N wren pMude,f92t s.NC ez'HuAn """ . 1iIJab ReemAtneWmep
L
pbn,NC Run i Sep a An a201 Pmt>U0o Pp 62010MTee inM ls*lnc Fat quo 42 2016 Page Il
IDd.ZCMtoWNFO,uO.vBP_wzymMGG.m9WSNPa2OWcHIPMutl,e6 CFP5m AKOYNM@Wnm?ym4C
I 5-1-13 _
E']-,3 51.13 .
1 //
t )
�' ,
war
Y�
%is I
. I % r ..
I 1.24 I
Pine Offsets - .reDa9 _
_. .. ... _ W.. ._-
LOAW40(pre) T-9PM'8NP
I TOLL 40.0 2-0-0 r C9. ped L In (2.4 vde ll Ile I PLATES GIP
IRo iSncw-40.0) Plate0ni WL 115 TC 05761 Yart1LL) 001 2.4 MAN 240 ` MT20 12)17-44-
(Poet
1YIDL 10.9 Lumber OCA 115 BC 051 Yailft -022 2A ,0ffi 180 MT2OHN Hance
BOLL Od HRC Sari tom NO WS 000 Horz(RI 002 Na era
6Crn 104_.._,.
Code 180200071212007 (toted) WIMN) v0] 2 380
_._� WegM22q FTN 4%
HAMER- MOCHA
TOP CICAD 2x0 SPF No 2 TOP C14CR0 &ruaurre Mood sheathing Plant**Peed or Sl-130<purlins except end venters
IHOT COO 2x6SPP No.2 HOT CHORD Rigid ceiling directly applied or 1600 oc brazing.
WEes 2x4 SPP No.2
WEDGE
Nett Ant SPE W2
REAC1OHS Wake) 4•171(FbcMnrcW,H•021/64-15
Mee Here 2.114(LC 5)
Max LpIA14.4S(LC 11),2.9 73(LC 5)
Max Ormq-22I(LC 2),2..720 AC 11)
PdMEB t-Frt4 Lead CASs Only
TCfCMSRO 14.00.95.-102 54-42,a13-27 3.4.423
&3T CHORD 24.O.4.7.0
JOINT STRESS INDO
2.O.DJ,2.0110,2.0.W.3-0 W aM 4.000
NOTES
1)trent ASCE 7.02..100mpn',TCDL•5 Opel.BOOL-5 5 epee lu2411',Ca Ir,Exp C',enacted,MWFRS(bwlee),cantilever tet an*n2Meyosed',Lumber M4.130Pine
AS
CCL-r80
ICU:CLL ASCE,-05 M.420 prat mad arms,o this It2pe4:Pa'rATy Ew;C4;;
A WGtbnwdemendeSger none nedbeen werot it rortMhoad 12 a par pp overhangs(Co onwrrem with other eve loads.
)As elmaeha Nhahave
ave nolwpne01e1M to provide
lereb%Ioltowemtl2Ws1mtslW mot admg end40.0a ion
5)b Imease platNaha
s zes toeat00ur for VMbe 1Mon��lorplarprNmbbMue or rough handling end amnion WMdbne. 111e ryb rmpamLM l2y d iM16Sr'Tdlar
(1)Al perm are MT20 plates unless otl»M,e Indicated.
])This buts Ia been doreged for a 1c 0 pet bottom chord We load noncoraurenl MR any other live loads
5)Read to pirr(e)IN*sesta truss ern glom
51 RWV a meCatS00 Roan tby'c ei$or buns m bearing**,capable et wallaQng 20 Anent a NMI and 736 unifr NOM
10)Heenan Ade+red In ancrawNe win IN 2002 Rmerapta&PoIng Crdesemen 2X4.1 LN Karen],twdm4 mune i
II)seTIFIgn perrlineeke lacludingbeele"Member end iWlyep,MI war)used In 6e analysts end dein NM*Turn
12)"INAI ED indiaaln 3.10d(0148x)or 2.12d(014W G 2S)tar-no/Ie.For more debi&refer to MlTMes ST-TOENAIL DebIL
13)ace to LOA00ASE(5)section,bads gelled to IM Ince N the IoW are noted asfr0t(F)or Ea((R).
LOAD claps)31advd
1)Dead a snob Owenmd):Luster Enereaerwl 15.Plate InnesM1.15
Helton*Loads AN
Vet W3.-100.24..-20
Concentrated Lord)a Ob)3t?
Wen 6-IO(F.35,0-35)
I1........_. ,
l.ab Tom. lTmnnw 1088 Bey .iS.ecweiv a
WMBIBeB CMI Ma med Ma Girds 1 :'I �� ������,�bpfl���IIa�C�dl
rxeelFaMl PrWucb,8611 B.NC M.EurWtgi NC Rin 7.64i 0201 - :7040. 8820 liQ .frhfIM,#w.FI 4818 Pear
DetaSebolMAW07O0n3PwrymMGG- MgES' YxNiPMAle78EA4s8]KQ naddl1
4-13 51-13
24-13 ) 5113
11 A {
1merdi
a � -� I l J-]".. ------ -. •
� ` . '"
�
t
��� [I
�. j w
P,%4V1"12.0U'90d11 . .. _-•--�.— tee_
ID (�O SPACING. 2-0-0 C9, OEPL In Mc) MMI LS PIAIES OSPTOL!. W-4001 PYeGWDOL. 1.18 TO 0e1 • vetl0.y -0.01 2-4 >9S1 240 MT2O 107144
TEAL 10,0 Member WL 115 80 011 VM(R1 as 2-4 >800 180
SELL 00 1 Rep Stems ens W YR OM FbtE{l.) 000 Na rd
BCpL 100 CWo1BC2OO IlPI2MI MUMS 155MIL1 000 2 ^^ 3W I Weiht'25b F .4%
I LUMBER- BRACING
T0P CHORO 2xS SPF No.2 TOPCFCRD SFWun woonheae!kg 6I0089 gyMedm 5.1-13 OC oflm ex4M4 bb TAMES.
BOTCHOAD bete SPF Nn2 OCT CHORD NS alIInP direr filled or 1000 a b-ucng
WEBS 2M SPF No.2
,REACSONS {A41tt} 4IS7IMJCMPC•31,2.831674
MssWbrs2.11MISS
MN WIn4-l05(LC 10.2-1BDILO 5)
Mu Gray 4407(LO24 2.758(L0 IS
MECE& (b)-NM Lar!Casa Os y
TOP O ORD 12.84,25..105..5.0.-77.38.23,3.4--110
BOTCHORD 27.0,a>w
JCYN STRESS MBES
2 0..ro,2.om,3.aooaw4•oco
NOTISS I
I)Yfd.AS 74,,,0ms,TOCL.OMS.&Dl-54,Nn.x48,Ca.ii,Em C:enNwd,MBYTES Mestleb,cmM'awer!antsed ot exceed:Lester Oat 00
MNL Mb WL.1 m aM'EW.,041.1
2}TOLLASCEmo w load40pptleIen clplermed,foe this
d lilt PM11
3)UrINF
asshsMebxpnevebeen br8r ao 11 foe its GNpry
#)Thdmml.d.��.ynBove not beendagndIo ot N2dapbmmeMtdi of Se 8 test w2Wsrtes ut,NIjat coot ang esdePOen c'Mia�g+mat rntdnMFCM .fabke.
5)tamma Male alms
lal0pwbelw(A neM bkmSFormupn YgMMrq ergerccbn WWXbm. 11b1M rRgmYNlky eltMlebiAGw
role eam Insths en deemed
unt fora MMese ISMn
8)Refs toerdt&foy ssflues o00IM bottom chord!Me load 1an(oeurnM with any NMrIM beds.
8)Ralato2l:ma*lw+roedion mtu ilws.
8)Monk rtay fined In tbbnanoW,htt the 2mos000 tobMaIo al uepc'ode weF�2100d ysflnadx4Md1W6iTM mp1m2.
(I)) S Iniad desMb wits P,o{e Meals!'
Ind t mo Builds;Codeth nn 2bL11d d referenced alarNIns, RNSNPII-
l01'SAILEDa PNCNseaWF%IWNq MEIr A%1Myt8M NM1 41Wm WFolnthe.MOSIEYeMo 5T& lh$iMt
12)10tstO I0OASES)s ion,b 1)mea,MMetOeGs0(014MM bs asIla FwmnntsWbi orb {Tek'e3T-TOENAIL CIbM.
12)n�ataaDeas4'a)+emo��.L+%»vgnMrov»+meamsmvae«a�meremtFl e.cmciet.
I L0AD tAS211B Standard
I)DOW+bbl nd): Lumber lmwemt IS.Plate In exiwu0
Vert.1.3..l W,2.420
ce,Remrmed Luaa Es
Merl 6.70(F.34,855)
I