31A-331 (3) :.m ism arm ipo -..ter ah iay.,ms&itiwava,aT C. ........
•..180910848 Iii2 Rap(neoi 1
9o0 R Motional_
Ilravenel Favond Wiucb,58319 NC 02.f1udona NC num.dead s Pp P POB RM ]BIC- 2018 Mien MyMM Inc Fil Auyy""1P NAB 352010 Pee 11
ID OIZCNkoM4FO7uXv8P ym -Go0ggc8P2W3 WI 9Zpiewy3cl'VXt pat EaMi,,UI'
1 7-1 I 15-7-13 I -31-14 21-3-4 1_, 28.416 3690
7-11-1 7-8-12 4-24 4-5-6 7.1-01 - 7+1
',AA PATINAS I.
w3 m...
�', N.
< k - g.
n,.» - .. d I .-
49 16-9-144-5-6 71-II21-3-4 28-41$ 33-7.12 35.9-0
FlzepM4 7 201,6:020 ]'46 ) S... { 5-213 211-a
7.4.5
2-=
Q:FR31WO.4-00-2$ :14-13 uta .'.ver az 100-2, t 01 14:,..111)-41310 0
LOADING 011 SPACING- 27-.0 C9 bE0..
TOLL 490 In (loci Wel l/0 MIE3 GNP
-IFmt9ron•WOY
PO*Ort>COL 115 : TO On VOtllN -0.171019 >999 280 M720 19&IlM
"TCW. MO Water CO_ 114 BC 0 VeN14L} 8.3012. 9 >9X 180 Mi20HS iWi'u8
190.L CO C:::19172°"117.12°°7
1I
YES N9 )A0. Hwdltr 014 10 We Weih I 971144
IBWL ClIw I8C2W9?PI2Wi INWIM V(IM(LL) 0081410 >NA 3B0 WN210.109G FT•4Y.
LUMBER.
TOPGIpRD 2eASP2x4F SPE00F .0,215'2x4 TOP CI�pRO 904 ocpvno43-i-ISm tllrMy KgNd camp
73,74:280 SPE 50,2.T8'2U OF 2850923E t0-0 colo 139115 inn) 5a.
BOT CHORD 20 SPF Not 907 CHORD ROW xlrp neatly*On or 2-20n tarty
WEBS 2MSWFNe2 WEBS IYMNa ldra 314.411513,217.&N
rind
I Left b4Sad NI,21 FO19-2114 SWNPP
REACIIOtIS (bake) 17.215005$10.2145'0-8
Ma Harz 17-li41L081
mar tow 17-zw1L0 B),10.279(LC 9)
Man Gm i74161L0 I).l0.2817(LC 191
MRCEi i )-F:tLcm Cave Ohio
1 TOP CHORD 10.494,299.2268,39&2220,34--2071,42146,54-4001,8.19.2199,71.'2211.7-8.2393.820.493,0-204^00
BOT cacao "17..248,18-17.2350,15.182350,14-13.239-01394.7-21,1203.2352,11-12-233.+.1091.252,9-10.285
WEBS 290.134,294.407..414.1321,5-14.-932,5-13•-!19,6.13428.893-408&12.91,2.17--3158.710.3187
I JOINTS1REN SW
1.0001.0.00,2.000,3.000.4+0 00,5..0..00,0.0.00,7.0 CO,8.0 00.90 000,9a 000,IO-0.00.11-00012 a 0.00,13.000..14.000 15.000,10 9 000M1?.0%
NOTES.
1}50-7-ASCE 745;f00mpb,TC10S0S SCCt.5tp1,80240;Cat.II;Eng C:manse&,M1McRS jtowrrIse}sdCCE;enon2i con:canner WIT on eq.
sea 0-C for menace and fordo 8.MFRS ion newtonn shown.Lunter IX%.N 80 Mate WDOL•180
2 TOLL.ASCE 705':F1.40 0 PM 111n11wl nmw3,Ctlg0,7 0,,E1*O,Perna En,p.1.1,Lu 50.0.0
'3)Urta}erma e10W nab have been considered for this deelen.
have not been designed 5)N adequate
plea m nine Mrp
to Careen one alms to account r«new
to mfYWn. Kpalrcmtolerances0f rough handling and erection mMxbm nis tM ravmrlcENMor the fabricator
'a}A2 Cates as MT2O Want wino 04nwiy
.7)Th lrus has been Opened M 8100 psihMntlmd We an norw-amenl an*er are toads
'W Pro✓de ama04M connection(foments)d mmmaanre MMe Mpabte av49ryMJIre 2504;VIM m Mit Etna 2791*upon¢pint 10.
0designed
MceweeusedIMa end WCAN54T?Ii
1 ) S.ffid pYdMMa Including hear the
elm allyadl l M*untanned
and deSGn trust
III Graphical Wrlln representation does net depict the size or the orientation of lb Wrlln along the lop MNor bottom Mord
•
LOAD CASE(0)S.Mare
I
I
I
........ Tran . .... Nat _.__. L.
Type OS' AF{ 8wume 8018we I Von=E —1
IB08tOO43 y � T11 Common 2
Urrvweal FCreelflmllc'a,58315.NC 08 2urin9lm,NC hen 7.540*Apr 821010P, V7840sA .2010 LITE AN b.,c. Fe Augis WIBN011 Pads 1''
IooLZc7W0NNF07u0w8PwzymM' oiEavowls�GW E*081198el ilWVELOI
7-10-15 154- 22.4-4 29-4-8
7.17.1045o- 7-84 6-8-12 ....T T ea
e.e. ma
.,4-,.,a», L l 8 ' �
f r ..0 .,.
77-, tri
2-1-4 _ _ 20.1-1 244.8
Elude Offsets
21 4 PWnOV
8-1 1.15
tis &1145 43]
b
FaaiSm40OY �d.b1.81 17F-2.156F•t PII'
LOACINO(pa)�')f 41-20E'eLLMu SPACING,• 2-00 CA. OPR in INK) Weft>999 L51 _ P1gi89 GIP
TOLE 300058 WELL) di0 A8 >999 240 MPP tNt44
( M. 15 BC PR VerF110 -042 )d >775 nia MRW4S 14E100
TCOL 100 1
BOLL 08 Rep Stowe 1e✓ YES WS 005 tbrETE tog ] rva Ne
BOOL 14$._ CIXh iBC203LTPIxW] (Mead/ WIna(LL) Om 0.10 8899 WO Weight 1200 FT.4%
LUMINA- BRACES
TOP CHORD 284 SPF 2100F I BE TOPRD Structural wood shetlM1iry 818.85yygktl or 22.0 w;Pulmo WEE*end wnllm9. I
BOTCIICPD 284 SPF
OHO
12
F .2 RD Rlyita.ln*direly q.YbU or800 a bracing.
IW Y 284SEE NWEBS0.2 1Now almd#f 2.11,5-7
WEDGE
Lett 2x.4SPF Ne.2
REACTIONS IEEE 11.1874105$7-IS4LLUankil
NEA Fbrz 11.132(LC 0)
Mall 1.10M11.-235 LO 0).]—I52(LC 91
FORCES- e)-FIr8 Load Case Only
TOP CHORD 1-24]8,2-3.-2061 3-4.-11e7,412_1914,8)2-201,53.308.0.7e421
BCTOEORD 1-1t.241,14i1.1955,8.10.f405 S-9.4405,"'8.1094
WEIS 2.10.425,4-1a.sx.ae.832 sa.i0e,z-1T..2e]o,s].rzwe
JOINTSTRESS 11B1E8
1.080,1.0A.2.000.3-000.48000,5.0.00,0.0,00!T.000.8-080.9 e DOE 10.080 and 11.000
N 1183-
Wid
11 ME ASCE745.or arNp4 TC(X.S.Opel,BCDLdget a.24R.Ca.N,Enter
OMb 2O MFRS 1E5E4E arAC-OEbiergtE mw:entrant kRsd:OE
enwsedCC ler:meters FM`sand METES wmfB"we share),C,Pa Canter OOc..f PE ylle9R DOLE)880
2)LC5E-ASCE1-032 Pf.sh a6(fWwet am,d orYegeJe IL fNC Par11NMEW.:C1.1'1
4)A• sffirtedmow deb awe been wrM r tlor the anon
14)Asnore requested, a Nedra rave not lwnaee8^od to provide ler(A1Cei2m tolerates Or rough hand/Ing and emNlon condi/ions. 115the raganebliE Elbe 1WkAor
ease pate Etas to awun fa-thew Mare
5)NI plates are Mho plain unbar a 10)0 *.indicated.
0)This trues hos been designed ra0(al lMbm cMN INe W I rarcowmma wet any other Me bah.
$ Refer gLAr(e Mrouecton otweetIo s
8)4wtf,Nu ee nee 'bn(ti°WES00 e8510b bra We capable et wsfk*2 et5EtRM stied itdA i82E0I p,�MT.
8)Tht�Y p 1E10 Waneeriagl e0142her bAR19MNBJA9ry CaRmppn29M 14-58MerorcSet ANS5T111.
10)-Se1nr12b plEnreee including 5.81811/ember ter eM 55E model was 04-58 In IN aWAnie and*Fp of tbis Irk.
LOAD OASEIW 8E4E5
JN .__ 'Tree _._ 9nns Two _..._ .. «Y --!pb Wean,emote Vwrrexr4
153310.346 Ino Pwf spent
tWvenel Fwei Wass, 0I S.NO 82 Banger. 1 —I Ia704ew32018 ell
9nn,NC oLZlm1co a NiOB0,E19Pee 912yBWaPP02010MTek ?d7w Mc FAqu 19ISNAW910Ppe
ID d.2- 22-1FO)uUvIIP_wxvmMGG R+Q ?sly'!wh%LYV1k1enN. 3-io-mLiIIIIIICCC000
1-1168 944 y__...... 13-9-0 22-10-181_.... 27-4-12 1_ 32-0-0 33-168.
1-104 244 6-842 - 9-1-12 410 427-4 '
see En.
az v
is
\ \
..4, e+, sn. .141,014.
744 13-90 22-10-12
4 27-0.12 32-0-0
F._ 90 1 6-8-12 9-1-12 — 4-6-0 4-]4
Ree Offsets 337 A3a.a1-121.Igi 41.12,Eb2eL 150'2'12.9901. 7 .4OSA9930,01-121,jj5l180-1121 R4'p2„p1p1AL 11s'42d.8-1Ir -'
LOADING 400
_. ._ ....... _ .. •._ _.-_.
WI SPACNGS 2-0-0 C91. ! W L In 2Mc).14 Well I BIASES GRIP
-(ROOf3MN•w3)
Pee.snWL ,.1S TC 000 VereLL) azn2-14 >899 240 M720 a)n+4
.LGA tO0 twMr0.t 1 IS Ee^. 053 vnan) -049 12.14 0-773 100 M120144 14E103
Rep9Ress Ow YES I YMa 000 tbr4LL) 0.10 10 Na na
9011
OL 100 Cote 19C2IX9?PI200] (Mete 0440100) 0.1012.14 0-999 90 We10M.130 I, FT•4%
LOWER- BRACING-
TOP CHORD 2xa5PG21WFISE'Exwq' TOP CHORD 81090Ma>) iry Been aitMed except and weeds,end 2-0-0oc pees
19 2.e6 SPE 2100F SA91,15.E, 5.234 SPF Nal 5.911 con)'0.7.0-7
SOT Ce1910209PS2100F s8E PTT SHOED PpaplliryaneateselW 1-90 oo brache
_Wass 23aSPF No2 weal 'Re/*099 614,s11
fl AC SONS (bete] 10.21050034,10.2104038
Max Vbn10.429(LC 9)
Max UMW -2500c 8).111.299 GW
Max Gray 162105(LC 9 10.24(LC20)
FORCED 0)'PLM Load Case Or{y
TOP CHORD 1.2.023.-2800.}4--225&117.2124.3.9.2095.S19--2010,1619•-203),610.2293.920.202212(-20237.21..2938-21.-24O3,39990,2.99-2331.3-11.20$3
8CT3940RD 1618.203,14-152245.I -I4544199r It-l2-3S 1911.36
WEBS &15.24,344443.5.94.108461.-440912.143,8-111890.741•839,2-1520092-1112075
I-6N10sinvet
2-0003.0 00.9•000,5-00091.000,7.0 00.9.0 00,10 2 000,11.000,12-0.00,10.000,M-000.13.0 00end1S-000
NOTES
Celine ASCE>OSerre&.Tdto600092COLZe 9.2449 Cat LLIotC,mgkae#priegl bre.raeY and C4 EaadorS)mrotw69mer WA end right
exposed BM'Mee Meets"ere kens AAW.RS a ory em e.Let 009a I.Lu.0 IXMr1 BO
�21 TCtal ASCE 905,9-. .bees^'-01),8999 n'.Gy0.-Patiery Eg,-01.9.I.1u30a4)
toWarena snow bade nave teenmrsKKlea for ff'edeigned19)This trues Inde teen da Mr press of ran roof liveeloMSGad
011e0 psi ort 00 Noone fol roof load of a0.0 PBI on overhangs Mneonourrenl nth other Me kyle.
5)Prove.slatadewely drainage to proven webs Bonding
0)m Increase 0100,s to azcourt for eBeo Wears
o ove.for Mammon/lakrences or rough handling and eriMkn condition. It R 811 reeponsbfRy M the fabricator I`
7)Ai pewee MMO Oen unless Wender n IMIc&ed
.8)Ilesens ten Min dere or a 100 pet bMm:Med 44ebsmrsaceem we any other Rn bens.
'91 Frwde mJm}ypanegkn(p/OM el MSS Mb6ee pb4o ffi.B OIw,t.an1a 280b opal epee lO and 2344 mese Be 10.
01 This Merge �arGaM wAhthe2009 tme11Wo,W ew
Beers Code wen 200standee and reasoned NANSNYII.
1
r13b Woltottles Including Mels'Wider end its model was mad In IM saheb and Gwen of l's inn.
12)Graphkal pur n regeneration don weileict the sae or 1M orientation of t1 gmrlln along the tors anaor bottom chord.
LOADCAE S)FASlwd
f
Jab . .- Trus — --. . tog lode .-. -.-. Ow PT Swage&lieu iYs ng
'10081048 709 ftmfS.dal 1 1
pp 9 Jan Paler
gWmely " 'c Fri p ' p8p
-GNvenal Faroq 11ah,55715.NC 82 Parren*m,NC ID'.d2C7ViroPMF0SuOwSp_'nzymMGG- pods* p1pKY,ebFb a2eWOMkXtYVwArWg1eQWPBV7V7rWIC ejY�
Lf08 700. 138-0 20-10-12 25442 32-0.0 133.10.8,
1=tG6' FP4 --- 6812 S-t-t2 46-0 6-7-4 1-103
it
w,
te
•
j \ \ .
;a, ..,..i - 41.rte.— � . E
el,,. .,, ... .._ en1,,�.- s.t — .,,.,r'W*I
7.0.4 13-9-0 ( - 20-10-12 „ 1 25-4-12_ _ 32o-0 4
7.a 68-12 n1-12 4.6.0 57 4
LOADNO(px µi,lz EdwL IS:0.21'j,030 f]1w102¢],110'13-s,Edoel P}F2 B4O2s1 """` _ _
TCLL W SPOON% 2-o- C8, OHL In 112) Fug ✓d PLATS OHP
1TCLL 90D Peg OrgDOI 115 TC 0.79 ! Yert(L1) -01811-14 0999 2M MT20 1471144
'(Peg B.vwWLodger 00> 115 6C 089 VeNR) 9.3712,14 age Ido M1tOH$ 1451W
TCDL1900 Rep Seger/roc YES YR 0,89 HrzIt) 010 10 Na We 1 M118145 1971144
BODL 100 Cog 0302009/1072007 MOM WM(1LL) 0s* 12 >999390 t Weigt150A R-4%
TCPCF D 244$PF 2100F I.BE'5x04' TOPCCIIOSPARD 5rudutS wood&nethilq d0ec17Y 1dO,2-10000 W11ne eaoe(A end vended[,
T32x8 SPF21 WF 1.BE,74.294 SPF No2 end 2.0.0 oC purllm(208 ger)'.6-7
BOTCNCR02s93PF W.2 8OT CHORD eRWmi111gG1egy%Nletl or 0.00 x dating.
(WER'S 2NSPF No2 WEBS 1.n+.wkmag 8.14
;fl ACNX16 (gene 16210510441104'115/059
MA+.Hors 19.129(LC e)
• Max L Iftl 9.RBD(L00),I0.`209)LD 91
Mot Orav10-2105(LC 1),1%24&0(10 201
FDRCa (E1-frirp Load Cee Orly
TCPCHORD 1.2.4g.2-3-2570,34+3243.4-17g2091,017.10S S-18....¢J8.t8.18.-223I -7-3191.7-I -.2449,6R+4m43-9.90-2-13.2034.&10'z03e
8OTCHORD 161%123,14tS-22251.1414.3315,12-13.)04 1112-364t.1011419
WEBS 3.15..23,8,116.-401.5-14.1112,S-14.•13560-t2-FOB 5-11..112.7-1177,2-15408.S-1111997
I JOINT SIRES:61100
2.0003.000,4-000,5.000,E.0.00,7.000,4.0.00,10.013),II.0W,12.0W,11.000,,14-0s*.15.00oand18.O00
$011:3-
tit Wind.AKE 709;IWnp4 and bro gat,20DL.5Lget 6.2411 A#RgtC egged M#ftS renege]m]C-CE4nbR1t Borg,w011_wa:k%mA Ape
N.-need ACCYs, Otoms&MN5F81w gYFbM UMwn:Lome DO..l 00 pWeA4IXM..160
21 TIXi.ASCE 7-0b A.@➢have
erg SDOW",Cate%ry Il EvpO:Parting Eg.01-11131.5000]
31 ulbxr,h snow loads have Mn. l ig ref b1 I Eea&
4)This sue Ma teen designed for greeter*min roof M9 big 0119.0 q1 or 200 egg r191 rod Nod 0140.0 pet on overhangs mn.WwrrmN with other We load.
5)Provide adequate*a'nt'e to evnM wxbr W Mir vi
j A Asnae ed,,plea MN not been dtlse a to provide for placement bleru[e9 or rough handling and emotion conditions it b the lmponsbiM d I I1B fedriF4ar
to Inerede Owe spy le Sen forges* tare.
71 Al plates are MIX plates Men a[emM indicated,
i B)PttogsMMe;or4*Begged tor a r00 GN totare wm+n$dec a x'oM.�P.1�ay.�eGo Mbfl.
°91Prtke AwdYm nda000 m).twyl bgn ea el oese tfl230a re Pim 18 am 289b gag I 10.
%Tern-r is Wegretlm Ymrm he&t the 20091nwreggl Edging Code$an$sh001 and referent standard ANSV1P11.
1f)3' ,lc NPXIn re ea Including Member end gum t7. o wan wed in the Melsgd design CI On true.
12)Woolliest poOlil represenrAon don not depict the size Cr the areM ben*IFS glide along the top&Wor bottom mord.
LOAD CA&(S)Woodard
li
J
e inn. ,Twat Topa. - ._. ._.. .... .ar mi Iaa .eww..,-..rens ...__
100218040 100 'Pm1Sprdal
II 1 I I.WBete»Ng(a[ adMv. &Font Product.,51331 S NC 62.2wIngbn,NC sun 2540.ry §7lahint7640 soft 6200 Mr
WgInaIre me HI Aug 1904Afa22018 Page 1"
ID LZCM00w8P_myrnMG..)6XGMtJg01brxM1?60H0NDOHNOWNA1Aazl ymtUL
-1,108 AOA 13-90 1010-12I ., 23-4-12 320.0 34100
9408' 704 -- -- - 6812 - 5-1,12 4-6-0 2,17-4 1-10-2 I
..nom
dux
.4N ii
y' \1� ///? \\ 12/ 'I \ »rew\ I.
„ % � �._ `rL.' ce_ ` �. A �j
ISO 76.7n0 0.00 na iI
I
F. _...0-1-2 .. 181012 23.4.12 3200
4>-2 - - ._- 43-10 _ 0.80 I 6.2704
•
ate Off sets IX,Yln 030,Edp1. 0?00161,1510-21211/4.01, 700002A H15-56g341.1104 9O 111 lila 2Q01�. /20-280.1.3 I SE**030J
1:. .... .:,:c__
LTCLLOACNO(p M.0
WAGING- 2-0-0 • C9, DC0.. in (801 Odell 240 I PLATEN OqP If
S IBmISmMvk10}
Plata Cep DCN- I.15 TC 197 WAHL) -0'81416 0999 180 111 MPeb 19`108
TOOL 100 Swam pit S BC 081 H0I (T -0+31n.+S >316 1Na MT2SM4 IONIC8
ECU. 00 ' Pmareoar. YES NH CW V nd(Lt) 010 10 Na Na MANN 1974144
OCM IqO Cade IB02009?PIpM2 (AWN NSnQtL) 0A61 ,14 rage 360 weight 166 to FT.4%
LUMBER.
BRACING
TOP
TCP CHORD 224SPF 2100218E'E2roWM` 1QP CHORO yewlwel wood tlweth.%dhdttl)Splled, exap4end lethals.ane 2-0.00c purlins
14 224 OFF No 2.T5.226 SPF No 2 (2614 wax).6-7
BOTCHORD 224 SPF No.2 BOT CHORD AWNalling direct%Myy'edor0-04 oclx00irg.
WEBS 2x4SPF Nc2'Exs(4' 11}95 1Row at;Newt 612315
WIA 2AASPFN62
HEACT10H0 (MnPe) 15.20991046,10.21091054-1
Max H*R15-134(LOA
Max Uple115.259(LC a),I0.292(L09)
Max Ornr5200g(LC 9,IOd519(LC 20)
FORCES. (t)-F4gLoaf CeseOrY
TCPCHGRO 12.40, 2-34400.3-42-2476,4-152-23i2.5,102-2273,325-N24.41-12.-266.9.7-12--2209.7-16-2363.2-16...2620.84.64,2-1S#3J' 1 S 0 -2G 55
BOTCHORO NI Hi.2227,13-14.1621.12-111821,11-12414.10-11.523
WEBS -i L318514-539,612.1496,8-02110,7.1.799,7-Il-I01-I5.2022,8IL1M'4^
JOINTOT0EmlypEX
2.003,3.OW,4.0.W,5.0M,0.0 W,2.000,6.000,10.000,11.000,12-000,13.0.00.14.0 W and 1Y.000
NOTES
11 Mt ASCE 745.903 IPa+'TCp:,.4.Cat BCCLSCi tb4M CM.2,Expi:epdo,.:1.21/FRS Nora $wad AO Edmo(12}Mne,PantaewrM#tl yM
21 TCLL.AS;-IN
eo msandllarcmS SWORE,a kno.cww Lumber trA,.160$Seo4IX%.1 B0
NOW NNA.,0111,Lt 0-0-0
3)Unbalanced as louse snow have been«neWared for this design
I s)Fmvl.M ume 4redinsgned for grenle0 Of min rod ds NW a 1160 p1 or 2 g0 load;ice roof load m 40,0 NO on overhangs Mn wnwmm Mil aThr Rye loads
.
w wero Payers wafer po ire.
e1 Asre.ueeted.plates have not been*sigma to provide oar plKemsm tolerances ar Ruge l®rNllreandereWOn mMdam. aal the rwgnabury a lMlYuimmor
to Increase ads else.taccount lot cttadse fedora
1 8Alt plebss ark 10220
pastes I RJstem lmMn MawnetHora 00 W bdmmtAxd NIP Bea rorcan sJwa well NW other We dada.
o}Prceae tneoNNINO connection(by wm9)do-wtobwlrgpyteq.Wae olwth$laltlirg259t-20th alpire IS and 253®HAW SPled 10.
ID)ITN truss Is 4MpnM1n amrdarce with the MI International Banking Code(*dbn 2x09.1 and Mwenc.standard ANSVTPJ I.
I1) SenLdgl(NellMeala IndWlry lAAN Mentor end INN model was used In me analysis and Mllpn 01 tit tans-
12)
ratI2)GrsvOWN Wdln rsP»enttIon ow.not repel the she on the ereMdbn Cl the pAllbabn0 the top and/Or bottom chord.
LOAO CASCO)Standard
I
1
Joy Trues TimmsTpe Ory IPA I Beryurne Builders/Vernon Si - - 1
16081M45 :107 Pool Special 1 •
lise
LFrvenal Forest PMucta,5631 S.NC 82 SurNn p '17M0ob IR e8or 8120 6All .!
gest,NC Rust 7610a 4uF9201WEIP].BIO MGG89016 Nn AYHP Inc. 1T.91944GEzgO 2018 Ppb 1'
I-12LZCT1co 21F012QveP xzpnMG6-6-1O rd3AYHPPNW320.0 IAImGEII33-10-8
4-10th hat- 1340 16-10-12 1 26442 26610 3200 133-168..
1-108' 7-0-4 6-8-12 3.1-12 - 4-6-0 5-1-04 5-5-6 1-108
h I.
7\)be e �rl� / I, .------'",--.-.......,..e. II
s '. - /' // Irl; i% / \
\ I,
�v D / 44.
• 8-7-2 16-10-12 21-4-12 26-6-10 3200
8-7-2 69-10 1 4-6-0 5-1-14 1 5-5-6
Fede off sets IX V)- 12930 Sinai 1302.0,01-81el' -2.12P
, 14R0.3.40-1-14- 4111135E-0R1.113'¢2120201.11502-0LL209F1.(18.Edge0301 ___
� •
LOADING
M�09 SPACING 2.08 C81. FR.OIn Oa) VMI ue ( RATES OAP
(Roof 6mw.loo Plate GrbDOL 1.15 30 089 Veep.) -01]15-1] 499 240 MT20 197/144
TCDL 140 LunlerDOL 1.15 BC 0.]3 VeXQL) 83815-1] >909 180 M118143 197/144
BCU_ OD PM SYrees Ina YES i WB 0.80 Ibm(R) 0.10 11 Na Na
SOUL 1a0 Doge IBG2009RPI2007 I _ (Maids) mm(LL) 0 08 15-17 >999 380 Weight.158b FT.4%
ING
!IT CHORD 2x4 SPF No2'Emcee TOPCCHORD Structural wood sheathing directly applied or12-0oc poems. except end verticals,and 1,
BCT CHORD 2x4 SPF tyT2,T1 2x4 52F 21 WF1 BE 2-0-0 oc purlinsGOT CHORD Rigid oel ceiling 59mdor 0-
WEBS 2x4 SPF No.2 WEBS 1 ow A m¢A y 5-15,3-11800 �
AEACTT IA (Weise) 18.21090.58,11-210.5/088
Max Hers 18.-130(LC 9)
Max Wet t8--259(LC 9),11.-259(LO 9)
i Nax Grey 1621051LC 1),11-2547(LC20)
FORCES. 9b)-Firer Load C .Only
TOP CHORD I-2.9J,2-3-893,342558,419•-2393,5-19.2300.5d•R809.0-20.2321 ]20.2321,]21.$305.821-2428,68.¢553,410.80.218.44],9-11.2047 !I
!BOT CHORD I7 18.2245,1017.18281510.1828,141520553142191,121341,111-I2.81
WEBS 3-17-424.6-17.573,5-15.1313,8-15.-1488,]-15.9453,7-14.183,8-14453,613.858,315.$951,913.2155
2.044.3.003,4.O.W,S.OW,B•C.W,].OW.B.OW,9.OW,11.OW,12.O.W,13.C.W,19.OW,15.800,18.800,17.0.4 end 18.0.00
NOTES-
1)WIM'ASCE 7-05,100 h;TCOI.S0MBCDL.5.CRl,A24M1i Cat.II,Exp Ci enclosed,MARS(bw-riee)and CC Eterb1(2)zone;cantilever eft end rind
Weaned
ed,CE menders
R-400 and forces 8,MNFRS for reactions shown;bother DOL.'00 plate gripDCL1 W
2)TOLL
M(fon roof snow);Category II:Exp C,Partially Exp.,CI_11,Lu-50.0-0
3)Unbalanced snow lam have been considered ror dere design.
4)Trb leery has been designed for greaterol mmnroof rue bap of 18.0 pd/or 2001yes flat root babel 40.0 HM on overhangs nommnorrrent with other Ilve barb. '
5)Provide adequate drainage to prevent water gMlry.
8)43 requested,plata have not been designed to provide for places-cry tolerances or rough hendXy and erection conditionstt Is the rnlnreftMy M the Iehricalor
b increase plate sizes to v.Nurl IortMb factors.
I])NI Rate are MT20 peen unless otherwise tndkated.
5)Thh'trust hes been designed for a 10psf bottom Gard Ilya bad nonorNnent well any other lye loads
'9)ProvIde mW anlca!oorsectn(by others)N Lun10 Mating plate capable of withstanding 259 b uplift at pee 18 and 2891b yet a1 pint 11.
10)The tryst is designed In accordance wth(he 2009 Ir errrtlenal BulWng Code nhbn2306 I and referenced standard ANSVRI I
'',II )ra'Seni-rp!M ptWGea'a IroWMng heel'Member end bey moGlwes rod In fed en le and deign ofmbtruss
ped representation does not depict the Sze or the oreSdbn of llhs prrfn along the top and/or bottom chord.
!LOADCW(6) Slandad
'.bb Tor ".tun Type t33 _.385 8raum B>,Np:;Vwmn S.
330116840 106 hot Spod II 111,1I'
Jeb RMrtgen(Monet)
UXvenal Feint'WXcb,.Ra18 ',' ringMl NC '_ Run'7640.AAS
6 a Print.7.640 SAO 62010 MTM bduel)km.hu FX Avg1944'2e 31 2810 8890
11 d9c]VkwNAF0780w8Pwzy8M -Nrvg±Nd14YNPHNaII11T41M6/898x3310-8.lj
-1-104 70.4 1394 14-10-12 194-12 25890 32 -0 4310-8
1404 744 f 64-12.._.... 1-1-12 460 r 61-14 8-66 -10-6 '
•
'Y. + *1a �
ri
I
1
•
. 70-4 14-1012 19+42 25-6-10 32-0-0
Stn.Duals lx,n., .03.001.1
794 7.10-8
02 5.10.8 —...... 4.&0 1 61.14 8-5-6
2-0 4 6Mr :A 121.0.5 Edo]i(IaP2-12.0106Ne12310.0.241 • �
i Lo10NU(M _ .....
TCLL b0 SPACING- 2-0-0IS 10 VEP! m 2521 Well Lidt0 PLOWS GRP
2RUN Sno5Y4301 Pp%Cir4,p DOT tis W Wa17L -314 i&li ,99 2Nd MR3 t9]Y,it
TCDL iP0 SGS 1 I BC 067 Vmn:i) -031101] >WE 180 MT2g4S 1t71149
BCtt 0.9
Pap Stapp Ow YES WO 0,13 HlRlR) 008 12 Na So MH8H9 871154
9(.OL 10.P Cage 18020017P12007 (13.2202115111OLL) 0 07 It 8099 540 I Weigh 161 A FT.4%
�L
.TOP CHORD 234$PF 2100F 1 BE'Except' WP CHORD &ruur&wood she01ning 03e03 Xglbd or 382 BB Wrlm; except end Barka.and
13,+4.224 SFE No.2 2L9ac Purlins 131-2 nax).87.
i SOT CHORD 284 SPF No.2 BOT CHORD RioklY82312 direG' Ied or 9Ad BBbracing.
WEBS 24 SPE Not WEBS I- w;u1N L% 318,8188-fn
REACTION& (441,2e) 184135/048,12.2105/0-5-8
MAX Horz18-1300.c0)
MM LkIPo13.259(LC BI,12#-209(LC 9)
Ago 3'4v18-2105(LC I),I2325801LO 20)
FORCE& (t•FIN Load CaseOnly
r TOPOVHORD 14-0,2.3-1978)34.-2100,4b4037 343,2328,6-7-92S,7-198,2)68.1216.4183.0- 13ta 0O3.2981.l&20-29¢..10-n002.218.-s2a5,10.12.040.
BOTCHORD 17,18818R.16!7.220.15-1651485.14-+5.1995,1314.3-241.1&10.145
WEBS 3.1 Lg22,3-18.522,518.1381,8i6.950,0-14.132,7 14-433.9 142380,9-13282,2.1722107.103 3.2133
JOINT=MSS MOO
2.000,3.000,4.000,5.000,8.000,1.000,85000,9.000,10.000,12.0.00,13.0.31),14.000.15.000,10.000,17.000 BM 18.000
ROTES-
f)W W ASCE 7#.1 Wrrgr.TCD1.3.Qt 8E4+5Opel:tw24 :Caf II,Exp Oenrbaw'i MAFRS( w-rse)ardC-C 23235)8(2)mrc;pwwwew on 0.34 SOT
noosed GC fear men-t mann Boats 8 MWERS for rembne shown.Lwt.r D01.311308,42.7)500122/60
2)ICU..ASCE 7305;121.40.0 pet(5at TOO srm&,CIDlegory It.Fa Ct Ps Etc.:Cbl I,14,25660
a)urt Wced anew wads have been mnedemd for this anon
a)This tans has Mmm asprretl for rater ot rnin mol we loft m 160 pet 212 W Mum ibt roof load 40 o MI on 2vemerpa nontoomurem won mfr We Rada.
5)Provide afgruae Na'ne0s b proem 24251.1383d353
0)As requested!PltlN have not been de*ned to provide forp*Cenem tolerances ot rough handling and erection conditions It a lite resporot4j ot Ihrolvbricator
to Howse ym8 512es la a courll for Plea footers
71112 pates are 14222 plates unR¢pmtr ma Mgka¢d.
8)Trafim is been aWred br a i 001XdbatNm SAN Fe bad rcrcdmrrtN wtraoy afar SNB kaa.
9)ProvasmechMswmnmson{by,n,a.l ohm w cealnprtaa{a`e +11312,ndiro 259d3$,31142 ON 111 a881252113 0.051 m 828112
10)Thutruss 12 deigned mamrdmlk*Mhlne 2029 International Oulaag Coda**Eton 2nd.l and retTpnc.d sWMard89777911.
11158m-rya pq lSeNf inducting heat Member end fixity t&sP w®Bead in the YNbste and design of me Buse
12)artph W purlln rgcesenman does not Mptt nx fn orfie orientation oftle purgn Song the top mWorbottom chord.
LOAD CA$ 81 Standard
Job 7
loom
" Athena,e640 iPS San NC
i:Common Pon.
.m____»IwtlmeR .1
Fn.I Nothing.59316.NC 82 BUr3n '' "` I a2y0p18 Prit7840app�2..rr 992018IT.k MouesMInc. Fd Aug. 6�::(O0018 Page
P O7u0w8P wzymM(#p-vx?no1mUfQQ1HeYEczexe,�aB Tusym I
9-0-7 17-10.8 28.8 9 35-90
9-0-7 ( 940-1 410.1 1 9-0-7 �~
i
. ..
o
31 i
rt
a
•
Vic'
2-1.4 907 17-I
_� ,8-tO-9 1 3311.3 3540 .
rate OAwea(%Y . S] 840-1 8-10-1 _ - 8.11-3
12-1-4 _
f 00--8{9o-91290_131303-0LIB➢413.,QRLJ.17E84 oganit BP+e 0.1-BS B'dep181 `_
LOAOINOW
•TOLL b0
SPACING- 2'0"0 W. DEFT In l-IS VSWI 1/tl PLATES MP
-TIu15rw.44 2VdoOratOCS 1.15 TC 0,88 V.ct U -0181113 EEO 2m M20 190144
i 1EDL 100 au)tar DCL 415 092 VM(ly -7431113 a2
92
180 MRONS % lan
IBEI 00 Revs*Mane YES WE O. HprsIT$ 0.10 8 11'a AS
BOTCHcflO $... CAW IBG2WBRPlwO> (Mal%) I WIM(LL) 00911.10 >099 380 Weight' FT.4%
BOOL WI •
Lll&6FA.
BRACING.
BOP CHORD 2e8SPF NoNo 2 TOP CHORD R ilor0 wood sheathing direNygcutl or24-107PUXine.
4 SPF Na2 BOT CHORD Rpd paling EIrMN SWIPE or 2.28 ccbracp.
WEBS 2n4 SPF Nat WEBS 1Aowatml4 e71.2-11
2RemS 57j p¢ 277 et
'REAC'11C445. tbyimJ 112149]-54,8.21K`6s9
max 1.b214-228(1. 9)
Max Uotti4-281(LO O.a...281(LC 91
FORCES Int)'FIM Load Case ONy
I TOP CHORD 72.584.215.-2158,375n-2007.%.1..1937,4-9A1937,45.'1937,5-10.2007,876.2158,67.334
SOT CHORD 174470.13-10.2448,12.13.2446,1172.2448,10.11.24459704448994448,7-9.471
WEBS &11.954,8-11.805.910.125,2-11-e05.248A2S,A1-1-3217.8,84E233
JOINT STB It.OE{
1.0.00,2.0.00,3.000,4-000,5.900,6.0.00,7.0.00.840.00,98000:IC-0 00,11.0 00.12 4 00013.000 eat 14.00
NOTES
•A Wind s ASCE 7.09.1007ps,TC0L.5.01W',BCDI}S 0881,84411 Ca.11,ENO C. 60 MWFR6(bwsirio}and CC Enerbry2l[one,cantilever loft and right
epceed:CC 4-r: bars an %Ent&MARFA for reaction pC,P Wmlgr DOW 80*degas 001-41.88
20 TOIL.ASCE 7.4s GM00pd Ow rnf anew);Category lit`cylC PMialy Eins_04 .1
3)MrYsea1»aw PWlky been d 0644 rrian Bangs.
43 TrN..mad,PASS taro rat teen0aegrealaporde fo1panmblx iwrama on rough handling anti creation mrnnane. 8 b law.r�ommMa the tobacmor
lmease pigs Xao to account 1m those factors
8)is
plates are EEObeat,dee unless olwmMb tome
Bl This tress has been designed tar a10onal IMbm chord llw bad non'Orcurem who any other lobe Mate.
9 y
Provide metlnlcel connection(b/NIMra)of truss to bearing Ante capable of wnlmW20 rgl
281 b m 4 gill 14 and 201 281 N el pill 6.
BI rnylrues Is designed In accordance with the International Building Cate a an 235001 and referencedgenaatl AN5Y1PI 1.
'E'SmLrAld ymltvaala!800!•01 Sees Member earl natty=damns used in ata awry* lett design of Es Wn
LOADCASEM SWMVE
1
Tru
! Job Reference(optional}
IJob Truss t2 se Special 4-10-12 - ID:oL2 NkOAn4F 7dOevEN wpm RI PaMX217NONN 61V5001mUwad5lgxU woof
180316649 toe nmol
12
0-12 27-64
44042 4-1-8
Universal Forest Products,5031 a NC 62 Buringbn,NC R ]B40e 82018 kyr79baA 82016 Willlymbe Inc hi Aug 90049 10410 ym4
4-004 0-74 44-12 8-10-4 13-0-0 18-7.
1-104 0-74 4.1-8 4-
NM
•
.. a
•le 1
\a
_t
•
i- \\ F hx
-7-4 4-8-12 8-10-4 16]-12 zz.9-4 2&m-12 27-64
0-7
-4 4-I S 1— 4-1-9 668 ____ 8-t-8 0-Z4
Plate off salt CX V)- 11024EMe1,IDP.0B-0.EC.!.1130-2-l.0311,11408b,P3_01150840301,1180-2-8,6241
TCLLDIND I SPAPI LOA0.0 8. OFR 8-) de IAV A ES MP
,(RoofBmnb O) Plats Gyps 1.t5 TC 0R VRI(LL) -03814-15 >820 240 MT20 197/144
I TCDL 10D Canter D'J's TIS BC 0.92 Verl(TL) 9AW 1445 >288 IB] 4718115 19]/14
BOLL 0.0 Rep Strata Ina YES WB 008 Hon1t) 044 19 Na Ne
'BCDL 10.0 _ Code IBC2009RPI2007 1141/;0- YMa0.y 0151415 >098 380 Weight 1216 FT-4%
LUMEN WACHS
TCP CHORD 2x4 SPF 2100F 18E TOP CHORD SlrWuralwaod seathingartctly alplbdot 2-108dc purls.
BOT COD 2x4 SPF Not BOT CHORD Rigid ceiling diredy applied or 2-2-000 bracing.
WEBS 24 SPF Na.2
OTHERS 238 SP No.1
',BACONS Nobe) 18.182310-M,19.15221048
Max Harz 8.130(LC 0)
Max Lpmm 8.371(LO 6).I9.271(LC 9)
FORCES, Ib),FIM Load Ca Only
TW CHORD 10--IIT,23.-2)85,3-20-4538,4-20-4585,4-5.KI5,5-8.442.8].4442,]84545,8-21.04388,421.4535.010.2705.1011-11]
BOT CHORD 17-18-03,0-1&-0]49,181].84,1516.2905,1615.2151,13-14.2555,1213.8412-19.]3,10-1-11749
WEBS 814.2520,014.44$,,9-161564,613.11]3,10-13.2488,5.154
5'20,4-15.448,3-15.154,3-10.1178,219-2406
JOSONTR893 RDF(
NOTES
I1 Wm.ASCE 7-05,10Orrph.TCDI.S 0peli BCDL-5LAt,h.RW CA.II,Exp C,enclosed',MIFRS(low-rise)and 0-C Ederbr(2)zone,wMlewr IN and 1124
TOLL d CE]8- , AM
ORS enters and forces 8 FRS for reactions shownBOL.
',Lumber 1.60 plate grip DOL-1 50
2)
05,%-400y1fW roof snow):Ctlelary II;ENC,PamIN&Ew C1.1.1
3)Unbalanced snow bads here been mreI4M lor On design.
4)T Isirm No been designed for greater of mon roof INe bad of 160 pal or 2.00 limes IM moil lotla 40.0 pat on overhangs nonNKwrem with other lee bads.
5)AS requested,plate hne rhe Men designed to provide forpbcewem tolerances or rough handln9 and erection conditions It I.the reponsbilly of the fabdicator
mincrease plate sizes 10 moult MINNhectors
6)
TMitriu h beeenn dMeeunless oto 0 ibtonN
7)Bean alMINN designed errsr a 00t.Ilo Yat,t'Meorde
IMbMrommnwn le Nth tog/ ryornrlMloak.
19)Provide tial conm�n em ot.ts)to
hof pie I[ angle
11e Building
enoYM18 and 271 b PPM p�'iP. surface
OW o rig rN uq p Pin'19.
10)T1Mt-r blMprecIneeuding MIN MM2Wddhxtylmodl* Ned
eana taderele Ms truss 42031/10-11.
11)'Serrrrl9kpticMweya including MIN Member end My metol was wetlin Yrs uW vY and deign ollhbtrum.
LOAD CAMS)3andwd
na Tram Ines Type -
- . Ory 'Ply 'Serape iLMame Blldsrel Vernon 5.. "..
1081064e TO3GR Roof Slid&ender 1 1
Job RMmin(optional)
LNvsnal Fps Products,5831 S. CO2,Burlington,NC Run]6401 MApr 82018 Print 7040 eAp�m 82010 ARW InisWS Mc Frl Aug 19 084525 20/6H
PFge 1
ID:oLZCNk9.1-6 OwBP 22-7.4 RdaP 10(21218X6fiv3001mT4J-3-q:XUWXwMymLj0,
5-1-12 8-7-12 12-1-10 i6R8 191-6 22-]_4 261-14 31-310 _
5-1-12 36-0 - 3-5-14 3-5-14 ) 3514 3-5-14 36-10 ' 5.1-12 o-.. .e..�
•
6 •
a �.Al"'�� m
/ )'1 1
11
sm. 42A
*460 4.1<ili
•
21-4 5412 8-7-12 13-3-9 i 17.11-7 22.7-4 26-1-14 29-26 31-3-10
2.1-4 3-0-8 3.60. 4913 4-7-13 4-7-13 3610 3.0.8 ' 2-1-4
-P4e Offsets(X V)-120.4-80.2-Sl 302-12.0-2.015:03-001.4).17'02-1202-0L 18018 0-24 In 0-1-8.0-181,113-0-440-1-121,515 00.00.1141170.18,0181 __-
LoADIN01p11 � G- 2
TOLL 400 050 OER. In (lac) Vdell lid PLATES ORP
(Roof etgenw0) I PlberOOL 1 15 TO 080 ven(LL) -0251}15 >99B 240 MT20 19]/14
TOOL loo LURker WL I.15 BC 050 I ver(n) 6381315 0.71 IBS
BOLL 00 Rep StreSS16c20no N3 N4 0.92 Iba(LL) 0.10 10 Na Na
BCDL 100 Code IBC2039/1PIRW] 14Wra) lNraltl) 0 0 15 >B99 380 Weight 1506 FT.4%
LM46ER- apa0134
TCP CHORD 254 SPF No 2 TOP CHORD Srudutal wood,wmMlg mreolly Wiled or 25-100c Purtns,exmhA
BOT CHORD 250 SPF 2100F 1.8E 2504oc paNro(33-max).25-,78.
WEBS 254 SPF No.2 BOT CHORD Rigid ceiling d1reg1y gpbd or 10.0.0 cc bracing. Excep.
REACTIONS (Nabs) 18-25175113-5-8,10.24740.54
8 0-0 W brminp t-18,410
Max Horz18.88(LC 38)
I Max Ugm10-380(LC p,I0.387(LO 8)
Max Grav18.3O30(LC 22) 10-3026(LO 22)
FORCE& (b)-Fire Load Case Ory
TCP CHORD 119.-243,AI9-35,250.2329,}20-2330,3-21.3028,421.2961,0.22.5930.2253.2681,5-5-3.2854,5242859 24-25-280..B$5-2043,B 26.2980,)28.905,727-2335.
8-27.2434,858.82,0-28.-237
BOTCHORD -8.1040-10.240],17$9.3190,16Ad]911,15-10-3796,1116-2109,13-14-2148.1213d821,1230.381 7,11-30.38171011d01241002
WEBS 216.2968,41].IK3,311..1820,3-16.120$15.-1320,41 357!5-15 1180!613.1191.6136858,7-131348,7-12-129,]-11 1889,&11.145],810.301
JafTs1RB38 RIDE(
-C,W,2.0 W,3.0 W,4.000,5.000,8.0.00,]-083,8.00,9.O W,10.0.0,11.000,12.000.13-0 W,14.000,15.000,15.0 00,1]•000 and 1B.OW
NOTES
1)Wind ASCE 7-05,100n05 TCD1.5.0I Mf,BCDt-Sopf h-24f5 C&.II',EW CI enclosed,MNFR3(bw-r e)csntever left and dgN exposed I Lumber DOL-1 60
Plebe grip DOL.r B3
2)TOLL ASCE 105:P1.40,0 psi(flat r001 snow),Category II,Ex C',Paneal9Exp.,6411,Iyd0.0a
3)Unbalanced mw loads have been considered for this Eml9n.
4)PravMe adequate drainage to Prevail water p,ndlrg.
51 As requested,poles have not been cleagred to provide for plesennnt tob'Jrces or rough handling and erection wMttons. n Is the Reairs/05y of the labrlmtor
to Increase Rae sizes to=Went Itt them factors.
8)The truss has been designed bra 10.0 pip bottom chord Iva load rgrcvnnerert with any other IM loads
17)Provide mechanical connection(by others)W truss to bearing*Ie capable of wfhSvghp 388 btBYM el 101n118 and 397 b ildl 4 p1n110.
B)Thdlrua Is designed In arandanm with the 2009 International Building Cede section 250.1 and referenced sbndard ANSVIPI I.
'9)'SemerGal p'IottceSa including Meir Monica,end tally model was rw a In the analyse and design of this trod.
10)GG eba��0mpesenabn does not depo the ace or the onenlplon of lw W rlln Song the top Motor bottom chord
(WM led rale Into Girder&NAND naffs Into Trues)or equialent at 5-112 from Me Ml end to conned tmu(es)0405(i ply 2x4 SPF)to bad.
1 haze of bottom Chord.skewed 45.0 d.g.to the right sloping D0 deg.dawn.
12)Use USP JL24(WM 1n d nails into GIrd r&WAD nails Into Tams)orequNein 54 25d1-b from the al eat to connM4tlmeles)J12(1 ply 258 BPF)to tart
AA of bottom chord.
13)FIII all nail Mss Where hanger A in mntad Oh IUTMr
14)HangerO or other connection S kept dart Ce provided sufficient W syµnwrcnntrSed best')122 Ib down and 43 b up al 5-1-12.and 122 bdwm and 43
Ib up tl 20.1-14 on top 8
dprd,and 4Ib dos.and 59 b up al 5-3-12, Beb179 and down and ilb up Ill 26-1-14 on bottom 001
ttom cord. TedesigNselen of s
oonneclion dele(s)is the r•momblM of others
IS)In the LOAD CASE(S)section,bas awaited to the lace of the trues are noted as front(F)orbat(B).
LOAD CASE(S) Standard
I)Deal♦Snow(balanced):Luster Increase-1 15,Plate Inaease.115
I Unlrorm Loads(pp)
Veil 42-10.43.103,35-1 W,5-].1 W.]41 W,8 9-I0J,49.-20
concentrated Loads(Ib)
Vert 2.88(6)I7.88(B)8-68(B)29-.486(8)30.-532(B)
J
isob .._ 4444..-_ Taw --... "itrntw. _ _. cc 'Dy s wm4 Suit:.4vwliu,54 .
IB0810E6dB TW Rm1&Mel I
H.
ufvenel Fowl'.. ..,19313 Pd.&uN1 NC 12 21 ��
pb^ �.. 0 BMTNInWoryge-n AugM 40 27 2118 0-
QY@P .m R..guw•
>NOaAn E IBP_Fizo1Ue POt •
Ia oIZcNlr12rNFo§N 214- vlueeamnmawz0aa�ne�>'�sm 0 9-4-t�vm'�y ,
1 tae PYi 8612 _ 1°100 13-9-0 tb]-
t 1041 ]h SIC - 4 4444...-. W__ 261012 2.74 2QLe
0 5-1$ 21016 2-10-12 Si-0 &tA ] ��U136 �
6 _vex
•
OW iW
\�� I.
,mow. ,
. ., � ,,,.
17
io
ea 1
r„I
Z4 5612 101065-1-S - l6 Jaz 21 Aa _� 26Y0•12 2 60
5-94
OBpb X �].4
B6d.E•.. 4 8.r 03d115:63JJ p;, '.. 8466 Esti 110.?1R OE9Rr 1120tl120-36111304.120-3-41.11426262 Q.J211 ^7'128 0-7-4 ._. J
T00LL CC WK'Na 2.00 • CBI. DER. in (W0.Merl co PLAITS ORP
iRtlotb6wy400 PI SCrPCL O 1.1; TO 010 Ve0.
tt( -0.4512-13 089 20 617'0 197,`44
TCA' Igo Umbel Da '.15 BC 989 VM{it) -on 8375 Is M11856 187/144
@06 00 Rep Chess 88, YES WB 0.73 ton1t) OR4 17 Ca hie
C0M IBCN33RPI2%7 I
@COL t0.0� ILtiti1W WAN1LL1 Ote IE Ip X99 309 L Wept WI P FT.4%
4pMBFA. _. I.MACHO
._............._-
TOP CHORD 284SPF W.2'Eao%r TOP CHORD Structural wood sheathing ARCA
tt ad SPF 2100F182 I4 1p NEPlfe,or
or oc purling
BUT CHORO 284 SHP No.R SOT R 67'0-1 olrep pOocbaJry
WEBS 2NSPF Mo2
OTHERS 2886184o
REACTIONS. (bsW) 19.1823038.1').192/06.8
MM Ybrs 10.138(1_C 8)
Max 5881810-271(LC8).17.271(LO 9)
FORCES. (b)-AIM Load Case Orly
TOPCHORo t-2.+723.3414.'3'.@.-50024-585.54878.44.64026,S8-5412258
4-1964875,7-19.85'..4.).8.3424.66.11]
'BOTCHORD 15.18.03.2-l0-lf 4 .48
.15 .3.14-3333 12-132.25/861M2.3200,10-112-40.10-17863,8-178-17%
WEBS 662.259•8d2N48 7'1281409,7'11.106 811.2930,513.2526 4-12.388.313.149,3-14.60589.2.14.2220
•JOINT STRESS'MOPE
2.6063.000 4.000.5.00,3.000,7.000.88000.106 D00.11+0.00,12.000,3»00.14.003,15.0.00,18.0.0618.000.1].000 7'2 17.O.00
NOTES
t1%M.ASCE 7C5:10rrpry,TCOL.5. BCOL63pst 5.240t Cad I,EUC;e:WPeed. MYFRS'bw4ow)andU:Eaerb$2J 2And.oarImar Jed old 60H
pae'ed Cm menaer,flk aMm
VFRS for aYbn
o Mwn,U yIw CU 1 SO l eara'Oa-t AO
25TCLL-ASCE 552$,P1.400pS@kl (10076.°78675775 5.6pO;Pao *EW-C: 1I
Unbalanced Han have beenba tor mkdI .
4)The truss has been designed for 9N of min
roof 1 We load Ot r8 0 pal or 200 Ilmos dad roof load of 40.0166 on°demands non-Wnwrrere was OtMr lNe loads
5)As requested,ACM have not been d.sI d to provide for plattemern bbrasme Or rough haMPre and er Ton mMelors. It k 8*reeponsalM of the 1aMlnlor
to Inaease plele a§es to act:our/tor those legion
81 AN prices ere MT23 puree unless oelerwl0e 1MMaed.
7)This irua FY Loan designed for 382 0881 NMmohord We load noncomnerd wnn any other Nva 06619
:� m 8,166 Pewee Myeln value uYn9Man-pt-I a80886VWMnni. BUARONdeaynersMUN my, 4ot :ywdace
5d 58616
OY TNlne
sa is Cmgn' .d In a000My91
eeCC a 20rnngbnS R de Co51/010M12309.1as rsi'w
st $Iwdad7ANSVIT1 tl(a1A 17
II)'Sem'dpb p4ottr0No InyudInq NCR'Mather sod city model cc used In the an&sls and Mayr of CI,Sup
LOAD OASF(S)gyyyd
ixc ._ i thrust Tlps _ _ 'Op M sense R,10aer a.TMr,si:._ ,
I80e1e34e romF Ilaogst.o.l 4-188- IO at iV1aNw ]
Jt40 s Mr Sjh018W _
l.Nvweal hroXPgdlKo,59315.00"02,&Irin9bn,NC >ype B201p%M',ymISIGp8Na13o?y1Indust)FCF4Ru 103948.-INA! hole el
2c u4 -3P wrymMGGVMJ49op>ylrrpN31.5-4 81 • 33C 2dgym�"
5318 I 10-7-6 1 15443 1 194-8 I 23-1-3 I 26.3,14 I 89838 • 3Y7•4 '
' 5813 438 60-8 3&11 3.644 34-11 4-54 SI1
,tors e14I
=� ‘ � / "
2-14„, ]49 11-11-14 -13 1. 411 � nun x-veo I
11 14] 2 10-9 26&14 L 4
3 3 33169
1
214 0.11-5 4.11-5 37.15 6-2.12 4-11•
." eOntrs(x71;,pas Oa3 BUbY 024-. e02i ea mw.02b,84212 P41x1. ) " •�0 A5R &]A
p,,,,, InnlflsdRlipa.l vel -�
WALING
TOLL 980 Nee Grp DSPAMCL 2 5 10 094 • Ve LL 02914-I x893 240 Lid 1 O OSP 4
INnot5rw1wfTOM MCI LUTira'V9 I.18 BC 072 Vera) 0.(314-15 -390 180 MT'e0N.S 1!3rtil3
" 1Q➢ Rep O,s Per NO YW 093 *n171) 010 11 Na nrva MT1SHS 1977144
00
,¢COL 100 J Pod*leC2005/TP12007 (Halm) WInaILL) 4-10 15 a9Ye 360 Weight 180 lb Fr-4x
NAMES NNIICMG
TOP CACAO 2x4SPF No 2 TOP CHORD Sirudurd wood sheathing troth applied or 244 on purlins exceptend verticals.end
80T CHORD 210 PPP2100F 1.86'Except' 24 0 Po(udine(283 mix)'.8-0.
•
81,2.0 SPE No.2 90TCHORV 4'2MceIllp2 directly rodeo suss wdzNp. Except-
,
6
WEBS 2x45PF 198.2 Pods 4t4a
MACRONS 20-2155,-58,6'408) 20-2155,-58,II.2332rY.bNymnrWEBS IRow IXmlgM BtB,B 12.2-20
Max tore20-1291LC 21)
Max• L IIt20.2e2(LG 1),Ii.331(LO 9)
•
• Mx gmv20.2195(LC I),11.2583(LO 15)
FORCES it-rid Lap Gm Otey
TOP CHORD 144-192,2.21.2655,321...N51.922.-2340.4.22--2281,4-5.-2218.88-22951,0-23.-3489.23-24-3455.1.24.-3$74,7-3.-3883,8.25.2225,25-29.2225,P-28-2225,0-(0.4250&
f41r,2324
8QTCHORO 1.20.48,ch.-20-222P 18562328,. 6 4561S11.2026.14.15.4368,1447.93801347.48 3.9860,1412.4
1WE8
S 249.1,319.102,418.137,318.547,9l8.158
4!0-
18.12.40815.13417-15.358,B.1.-1837,8.19.18118-I2-2969.0-12.754,&20.-2905.10-19.2481
JOINT STREW gee<
1.0.40,2.040,3.040,4.040.5.040,8.000,%.0.40,8.0.40,9.0.40,10.000,11.000,12-040,13.0 W,14.000,15-0.00.16.000.17.0.00,16.000.19.00oad20.000
NOTES-
I)Wad,AWE>fi6:r0Orp:TCIX.bN#:BCM.SgSF.Mon^W,e:ESC.enclosed,MFRS('page):coater SP aed tl$*npa.d LSMr m.180
Net WO COL-483
2)TOIL ASCE 7.05.P1.40.0 M(1181101 craw),Ca09oPY 11,EPP 0:Pemdv EV,:01.1.1 wE(3-0C
3)Unbalanced anew bah have been wndyered for M'®design.
4)Provide adequate dotage to peeves water pending.
5)As requested,plots have not been d., need to provide for plos:nerd tolerwne or rough handling and etion conditions His the re(umhliy e1the l9xkator
to bared Ole elms to azaurt for tam Itlors.
el Algot*are MT3O puree unless otherwise indicate.
:21 Noires two Per distend hor a 100 gel Wtkmdhund a bad noercurent we OM Y.e io3It
'e)w bymenµlwbmo teas axeeacea
9)PrlvrAe meltNtlpel<onnelion(ty othehN of kwsobeaen9PWe deeds of sthelaNirp 262 lb spit m IJint 20mho 331 tic ft Njoint II.
10)This truss IsdngM in accordance Oh the 2009 IrMNIMrwlOulNino Code section noel and redressed standard ANSV11111.
11)'Senn-rigid en :ad including Mel'Abner and fixity Modal was used In ON s W y iie cot design of MN truss.
112)Graphicalpwlin rmeaemtlgn does not depot the else or the otlmgbn of the porNn Song the top and/or lwlbm chord.
'13)use USP AP41Vdd110d nails Into Girder'h NAND net bah Trus)or equivalent al 24•514frym the left end to conned lrua4(5S)413(I ply 2xR SPIV:,bank face
of bottom chord
i let 611 as nLllebewYro levy.s p corded tilt tinter
IS)NAILED:0 8113-10](9.148.6}N 3t24t0148.92s1 int,Ss r..r-Matratmto MT* nT.TQENNI CZW.
18)H gerd)w and destsedlondMeta)era Seprov dwkikmltasVgoamrcsnse bads 74!lc down and 31 in 19cha 29.5.14 antopolord The
IT IntMiw CP5E8wonnb F(s)l the reec0ISt y of Others.
( now to td/lids of toe twos are noted a9Innt(9 orbeck(S).
LOAOC 5)1)
(nWxed) [hinter Moes 8.1.15,Plate Ir e*3s.I.15
Uniform Loadstp4)
Vert 1-5-100,54.100.89•'100 9-10.-100.1.11.-20
Comdr t/1111))110111)Vere11.9315)12.-eles)35.18(0)2I.300(6)
_
reb !Ther trues Pse -Ml' ;PH 911w4g6rlldere;17e-n9-. - --- ---
tW9105e8 T02 'Roof Special I
I
UnswealFwatt RrSecfi,5e913 e8 E2,98180,8.NG - •..... RM &AWM4291 810.... 82081AieklnMThs,.fic� x�giBCe'e6-i9 p�18 Regnt
IDt1.7cJVk AsAR)7 wzymM 11291
G-191Eevm?m
IDtfimOey&1ZS000Uo 161 3nRI
147-12
14.101 _y 1n .4 2484 ___4(440S____41.4-4(2448
1-10-8 ] 8-1-8 64.8 6409 L-1-8 6-/-8 0.7# 1.108
0-1012 gyp,
11..41.0.
1 ISI I
11
1
P. % / / :W- it
w Z
rblj
0-7-4 6-8.12 12.103 i 14-7-12 20-94 2840.12 - 7±0
0-70 8.1.8 644 1.98 6-14- -- - 8o-18 d1.4
Pa.011seetxr_129.845shjff aa4 .:1a. 13:.:.Ozn S4. 20-} -.
LOADING 400 SPACING. 280 C8. pant in (los) VOetl U0 PLA)FS OflV
(Rea Swaw.4901 ileGrO 4. v9 TG 089 YenfLLPre -15 >3% a0 MTA 197nea
Tea. 100- • Lustso%I its BC 080 verzR) 972 f3-1e a]1 180 MieH6 197/148
11BCLL 00- (od 'B020m YES WB 0.95 Hera)Wnd(LW 073 19 Na Na
LUMBER- 0 _('Aie IBC20W?PI2Mp I (Wax) WIIInLL) 0. 8 t5 7998 359 WepM'IAb FT.O%
TOPCHORD ax4 Sec 21094 18E TOS C AluoIurm woad shear()directly applied or 2-2-0 ocpurllns
WYCHORD 2x4SPF tiu2'Emq' SOT CHORD (1lyj ceiling dilly sol yd or 808 x bracing
E2 2x4 SPF 210081.8E
I WEBS a4SPF No2
I O71.14119 280SPNoI
REACAaa (We®) 10-18240-51,10.1822/0-5-9
Vas Hors 1/1.1301W 8}
LW 0711118.4714LO Bi.19.471(6:4
FOBI:a (b)-Ra Load Case Orly
TOP CHORD 11.1112.3-3980320--52a420.-513745.300@58.-5183,87.31037844068,8-21.513?,9$U4283,$10.-30881411.111
907 CHORD 17418.49,2.1844778.,18:74814104842,1.18.3908".144842,1213.58,1219.49.18.19.1]13
WEBS 0-14.281'87-14-404,814-1170.99370011,la-1844.58.84 8/2423,811-404.3.15.1170,3.1}4011,$-10.3440
'JOINT STRESS INDEX
2-0.443-00 4.00.5.O00,8.00,.7.00011.0.70,9.003,10.000.12.01,13.00014.000,1$^01.10.000.17.01.19.00,,18.000,19-000 and 19.000
1107118-
'
OTB9'11 Wind'ASC 7.05.11nph Opel,9011L.5.040 h.241-1,Cal,If,Ern C i enclosed,MNFP31bw.r. and e)aGL Enitlrlpri2)Tone,4117ile»1 kand
q TV*
,COamass C marten
hroe
n an(Il s 881.NWR9bniecti Q:P tayE Wlni80"We PTDIX.t 80
CIICU-ASCE
snow);8.1.0,01 Eo C'.PwaM'EIA.,01-1.1
'3)Unbalanced snow leads have been mnkeIM or this design
4)ThisMr trim has bean dee4ned forgreater of min roof live NW M 130 pd,or 214 tine&llffi FMb 191 SO 3 pales overhangs mrvm r cntwahwhetet Wade
15)As requested.plates Nay nt0888deeie Is bl+abe Mr a'senem kbstta or muphMMMv anti mettbn mMkcx 1'410-.rpumt<M ofine ignbdw
_ IOMSes apta Wrests unless
lm these Isders
rd0
•0-NI plates aro M120 Ames unless all aose IMkmM
171 Thb truss Ms Men deNgned M 8100 pal Wtbm chord Pro load nonoon a M who aystar/lye IwW
818oS.ryat8.Ka)1848 cofiewpmalWM wainrabe In umwI4 stepynb:mia 3:1002 Melya-mn735 tKy .19 8291 wdxd
ff))Th emedweyeoiyn orda/oeen)of tank bealnbFbe sopa'*M 1MIMln23 Tt 8.41701&210118 ad271 b lain I 19.
'10)¶Ib truss is donned In awordmia wither 2009 InhMmbod B UWky CoNaedbn 231.1 de gn of the ]uIprvh'd ANSVRl 1.
I11'$emprgid*team Including heels'hamar end 14X2 modal wee used In Ir&1412.8 qq design of this Iwo.
11-17404444481 Stawwww
I
I
1
L ..,... ... __I
hasp 13-wu qe ......- .. .ear PN dawnss e.dnwa:Verson . .-_-..-._-)i
t BI@18645 rP� t iOtGR PwIf:I.atlel Gird
Uriversat Roo 7 •HM wpm
' 3NCB20u+Kbe NC �. r-.....-ID:oLZoratoM4f070019P+wzNnMG-`2 SWt4Li�11TRIWWITASSNSE IP OaHHIGO Zulleypal(
.11LRq, pq�pohH
D10A 4-9f_5,__ 9-3-3 13-9-0 17-5-9 2Ydd 241042 2&412 3200 3 .10-a-
S HI
1-0O.8 4-9-8 4-543 4-5-13 3 33408
89 388 3&9 d-5-0 2.0.
•
" • �\
G •
pe °"k
•
a Asam. se
4-9-5 433 1380 • 19-11.11 241018._,_ 29-41232.0-0
H -21
4-9-5 4-5-13 4-5.13 6.2.11 4-114 464 d
�ryYpllYL%Y- & d0g'20 d ie.O z l2,628011004 es 4, It• 00t- 3 3'. -,4� ii&380. t89211,0.1-123 $o2-0,0 4112i dos0-3-A„_„..„
- -
TEGLI���
A90.0 SPACING 2-40 W. ] DEFt m (bo) Vdti Lid • PLATS% ORP
(Roof$mWMOU) Pike Grp COL 11$ TC 098 In
0281&I6 .K9 240 • MT20 197/144LMt COL t.is SC 053 Verde.) -044 tS.18 >149 130 1 M420148 14&I00
L
Tett 300 flap Bloc Inc NO Wb 0,92 Hors(11) 0I
.BOLL 0 /kg CodeIE02009/TPI2007 I ISN) WMILE) 010 10 13 Na net le •1990 40 We19ht146 FT.
TOP CH 2x4 SPF2 TOCP CHORD1 LAS
D W
Sudial wok sheathing directly*plied or 2.2.14 oc Radios, ewp end vett ode,
BOT CHORD WB SPF Nod"Except" and 200 a Writs(2.2-14 me4)8.10
82.2ae SPF 210F I SE COT CHORD Reid celery dir.2380l0 or 10.0.0 oc aairq. Except
•
WEBS 2M4 SPF No.2 b00oc PsaS 20-21.13.14.
REACTORS (Malde) 21.2165/0 WEBS iRowAmpq lte.B.i4
5tl.13.255Y0ie
Mm HUR21.-030(LO Bl
Mon 1p'IT21.-271(Le TA 13-29Im 81
N 3`6
Gravetteledke 1}.1n(LL19)
FORCES. (b)-Fust Load Cam Only
TOP CHORD 42400,23.-7-01,342.-2625.422.2524,41100(1,58.2189,5.7.2;0,7-23.947t,423...3365.01k3883,924.424,24.25.-220841-252-2208.1011-2587.11-12.90,23t.2092,
1113.{003
SOTCHORD 20.2142,1-20.2$29,t 819.22621738.2000.1&7.18.149.7-16925,1 5-2624073 6-I%-36414-2-.49]3,13-1M44
WEBS 1934.]2,319.45.419260,4.18.4494®•18.1573,7.18.-1239,7-16.1340,849.44.910-4859,0164135,914+149].1094.791.12.21 97,II-I4-2582
IJORITSTmE16-
2.0.OD,3.000.4.0.W.5-0 W,8.00).7.0.W,8.0004.00..10.000.11.00}13.0.00,14r.000,15.000.16.0.00.17.000..18.0.00,19.000.20.000 and 21.003
N0T0S
II WUM.ASCE'rOS.iMac...ToD 8.CM,SCIX.SSpot5.24R:C#.I,ExpC.mrcbsM.~RS peaks.: slw r 1.6 and 110t emoted,turtht Casa 60
pale ph WL.1 so
2)TOLL ASCE 705.Po-400 N(Illi roof snow),Category H:Ep 0.Pxua1N Em 101-1.16u.50-00
•a)announced anw loads have been considered ar tnb d.e n
4)itNlnsa 1.D leen yp}OMdW 9(sde1 of nit:rank IRO et I80(Al orZOO Peesr rod bad ol 40 Orator ovetheoga e'<r na f<MwitiyMt Iwba.
15)F/ovIde edectde drainage to kens*wafer pondi .
91 As requested,pees hew not been designed luprovide kr placement tolerances or rough harking and erasionWMnbne. It la the reasonability otttoftiador
b Increase Rlge sizes la hvnult for then ROOF
3)1 EIi�frw0��
Rea ben designed tor a i
F.1 armin teed Ilse bad tamamman.+many ogler277 Melons.
10) h7I truss
wed 0SccrdaMewrsl the 200to lter/4 pmacayNCods waken gn8 I n referenced
21 god tndadn $VW al plot ia.
III)mptruabtoclrleMInaCwrnheWenIM2 r 9 ednd ttIty mml ods wastwGdsin he op ,i ask
re0189e1on Arv$vRlI.
11 Orom*c MNM1rorneetioIncluding nn Mesial ethe size angle 11wa1WmkonOPP ke Ron th 419 tuuetrw
:13) JL24raewern& inkOrdr&NAOSnaeoreenenmmet a�abre 1 mIheNMemmm n
Ofbottom chard tW nWeIMO CAhr6N4gD relblab Truss)Ulequrre'p1A id 2]bY2lrcmlM'811eM10 POOnMtruw(K)J4(t(001.8SP)t0lmtllats
I 14 Lbs USPµK25(Web i$dneb 1po Girder a ted nags Nb%estor equM1abmet'b48 nom IM$1 andb connect trues(ea)J07(10y CR SOF).2050 M'
2x4 SPF)to WI Lase of bottom cow.
I 15)PR a0 nal Mba Mere Crest in corded with looter.
`tot) lor otnceoleprovided cenntletl beya)Yrbpoem end 81 ntyM na20mopamrdTM
deegKsaton �conetion e.oe(s +tee revocability of chers.
:
IT}Mkt LOUD CA3'Ets)%PSM bads Raked G 91e taro 0 the Osaka rMM a fink IF)a ba'k 391
'LOAD CASE(S)Standard
II Deeoli•Snow S�(balanced).Lumber Increase./1S.Foe loc./meal 18
D
Yak 12.100,27-803,0-9•100,9.10.-303,r0.11..10011.12-.100,1321.40
Concentrated Loa Ob
Yen.14-I32(F)26-•1 8(F)26--35O(23
_. _ ._ ._ .. _. ... -__J
P_-- Fn IrNe-rile -rd., 1Ply IlaccumeBlla.r. v«nenSi ,I
14048048 Im1 Bmf&Pedal 1 1I
[Job P.ler are,lWd0,.n
IYYre4Fei.n Pl�Wca.YAit s.4C92.Mlnynn.nT, — Ba:i8We4F I2ma Pe 7404 Am 82019 NITek mb.mLe MC F'ri Aly 1909.484201¢dew�4
1D g1107VFOM4F0710w8P_wrymMGOSOdWA.ryi1lO394041:1 hauay2QYNC10-444VwnLITI
94080-4 7-2-2 1340 20-3-14 , 2040-12 28029-48
1.10$0]4 6600.-. &614 ~—_-66-fa 6 -14 47. 4108
ISI / ��
•
/"/ \ \, 111
I
I
I 0'7-4 7431190 JO-$-l4 2610-12 27-e.o
MJ-b 64-14 — - 6-6-146619 6-6-14 7-4
f0- ftssgt771° 120.40-3;7.401a0pys6--z-21/ 1)9L1114.2.12.0.2.01,4,20.-4.0 0-34: la -0a2.r
TOLBMe1M) , BPACIhm oEA.. ld (Nm Welt dO Pum qpP
TCLL iQ0 Plate Grb DCL I15 IC OW VMILLI -o 87 12 >318 200 MT20 194/144
(ftvo161wWM00 Rep
ig -001. Ifs ' BC too Venn) -0 87 n92 4381 180 M418146 1971144
Bea OD t TCM 10.0 gp89tea tow Y£3 WB 100 14411) 0.58 18 Na Pa
0O
1BCO f0A D°k RC'�WIPYNO] Medd) WM(LLI 017 12 4998 380 WepM.124to FT-4%
S.._.. .._�...__ .—... _. __
_I
:LUMBER-
C
I TOP CHORD 244142850FF 23E•Exce * TOP 0003RD Structur wood sheNBirg dlreay 8700084.
T22I0SPE Na2,Ta.2x4SPE 21WF1BE BOT CHORD PI9N ceiling direly bled 4430 a bawds
SOT CHORD 20 SPF N o2'Emelt
ED 244SPF 2100F 1.8E
I WEBS 2x4 WI 00.2
OTHERS 258 SP Not
IREACTIONS (IAN) 154170310.5419i7eeJo38
Ma.WaI4,1921.0 et
M Uplat15.283(408)18.-283(LC 9)
1 FORCE (b)•Frnwed Cas Oily
ITOP CHORD -27114,2444045,,3774.5444,4,17.3309,46-523$5445281,8.19--`v3Td,7185443,78 4067,844114
BOTCICPD fa1S242-15-1739,1344114,1234240,1M 2.3840.ICI I-, 410-24808--¢}0
WEBS SI a4072,792.1202.111-.987,8.114493,912.1209.3.13°971,2134453
I.MWrBINESSDOEX
2.0.W.3.CW.4.OW,5.OW,0.000,7.0W,6.000.10.000,11-000.12.000.13.000,4.OW,15.OW,W90..ro,1B-00044 8.0.0
NOTES-
.)
OTE1)'MM. ASCE 7.06 1 WUPh,]COL-s.gaO BCD14509.!:11.24,',Ca.4 EUC,embyedi MNFBS Ibw'met and 0-C EMror(21 none,wnlla e1.IM and right
ItLL.A C C for matters and biros&MNF451or raed4e erorn:Lw+ter SA.-1800-0080#-DOL.t 90
21 uit a,c DOS P1.40.0 oaf mm Mame{,Cebtoad d 1,EAC,Potline Em.,041.1
3)UMWautl snow title Ile been meYXred of ten design.
I4)Thie IRS,FID den deepen/1 14 Dreamt of wan toot Ina bad of YBPgl or2Mlor r tetrad oslot401hat enonitetib mmvrcvntr4.4 I}ieva lo;da.
S) request Sn sian v stem ees€ dto provide tor111M'amera loleremws or rough lWldhrp 9N erection MMnlone n is the reypmGlMy a the fabudor
to imxeme Reda elm to Euoun for these Octets
I9l,vtgtlee w MT20 dazes unless overcame Fwcm ch
7)ThY buss rim Mendesigned,1600n for P130j Ito tom chord liebAlmnWMNRe tovotthO any other Building
0 ��1.el B 5,I kbroobi tog Ang 1 angle 0Rn ermine Builly dmpner shooed verity�cdy of beading outface.
11d (by bearing Ode 'MAP art ea,2300I b 44016 PIre 4 aj283bWPI HIW1M18
10)'Sern-1.l l dmpned In io no i. wnhthe t009 International Building Corer melba 2300 1 andrelerented standard ANSV1P11.
v pthohlrea44.0440 heels.Member end fatty model was used in the MYyew and Palen Mnlbnuw.
ILOAD CASy!)SxIard
I
I
I
,T..._._—. ThstTaneGo. lar—fes T5 lne alga „Wants 9i
I,«g,a34e ILte 1.1.&O2., 14
__. ``bgowa Jab all..artmyu[.me L'
uyvw.elUmnNuiu�u.4¢.31S Pe aibulmpm.NC SIOSantLIciKOM4F02upGwSP y�mMGG,ami ry11NBA1eWLa0hb3�i1�YSIiOIHCIU=DBAVY 4Y
q_.. 2.11.11
z-nai
i ',
f
.len .3'3
. /,I Argy
" �.!> !/ %
yi
II tin I .—.
a _
SPACING-
Fla x__ __ _
{Ph(d OMe4 xn „ij_A'rvyj098s} 4OSfr9."IS:�,P2�3 E921_ _
Lmrtd DIX. ,f5 —... .--
LOADING OS) PO C8 DER. SI lbol PEe*I LA PLATES GNP
(flooiSmw400) 4p COL 1 15 1 YC 014 YM,ILL) 000 5 >&9 240 MT20 97/60
TCDL 100 r pC 008 Ho TL) OAO 5 neo 1it
BOLL 09 I Rep Stress ins YES WB 005 Hirz¢y -o 3 Sa Ca
�5 .—_100 . Cc's IBL'LUR,nN9) IASirty WncELL) -OW 5 >MO 380 Weght11t R_4%
IDS CHORD 2w SPF No 2 TOP CHORD A tiestroW sheathing dIrecty applied or 211.11 oc tins
CHORD 254 SPF Not BOT CHORD Rigid*ening sheen sallied ar 9-0-0oa bracing.
WEBSDG 2x.SPFW2
WEDGE
Lett:234 SPK No 2
ISEACGOte (bete) 3.-236A4pdhankne,45-203tednanIcal.5.611RSO
ffff MaxH0m5.50(LC0)
Vex4Wh3.33h'LC p,....20XLC D.5.'1501105)
Max Gray3.23ILC 8),4.1 65.0 3),5.614(O2)
FORM. GIG Fist Load Cave O,y
TOP CHORD I.2.244,2x.158
BOTCHORD 1-5*52,45_0
IWEBS 3-53-233.2.3--247
.-OSFF,TRES110510
1.9.W,1-0.00.2.000.3.0W atd5.000
MGM
1)WM.ASCE]05,1r,t.rs.TODLea.Oast BCDLSfor r4 n.2411Cat II:EmC:enosed,LN)FRS(l01-Ia)and C,C EdelbrG)zone',cmNlew,k9 and GO
spotted.0„0 for mentos and loses et MNFASde ry0;ns shoes:WMyE DCLd_3pMyte prg DIX.19R
2)Pal ASG[J-0S oRoan 0adsha pet Get mW novo.°Genoaas n C'1Pa'e SEW"CSC I
31D requested.
lsnowb 1e Mane beenmm6b2]for this design
41 As requesW purees have not Mmha eGame yob br Geon.-rt Wb,aYeJtl
eora ad4np and&islM)co Yh
1ces ales*apuatdtlx.,mm
Ay d the l
b iMY
Be[kMm
be sista V ut ter thew Gamet
5)NB true ryas Mn designed for a 10.0 bottom eMrtl Irye load norMnsureM with any other Ilse loads.
81 Peter.pkconnections er(s)SrSrtussle sus cotion
7)fli IRSWmIgn connenSan(bs'olhem) buain beats°Gr au ut Code
WXhgN2np 236 b OM tlpIM 3,20 lb Aal etj jag 6 and 150 b 1q'iL aGnIM 5.
81 Thb(rune dogma In a:corrWwewCM the 2MP Internalbnal Building CNa settbn 2A3.1 45 1 rented standard AGSMs)).
9)"Simbrgp AlnWwb YNudanq Mete Member b#IgM morMwauad in Se Ysbzed d050Cm. NS Mw.
1%CmtaMaen iate*oltop chard tearing end WA anginal or vertical web than not exceed 05WIn
LOAD GAST.G9 Standard
I
I
I
1.79
IDAy -ETES 1B4-77Elume RARE Gaon S7 " '— --
. -----:5t T+we Twe-.— �3yD-'RE..TWAa44820IdP wryr4Miak 2010WI1%P'labee.s sGADDNhnnwz3 PDS Paaet
I1 PRI 9818 k" I ekopen B
9411•
Vnvxeel FpMI FrMxy A])$tK 82 hvMprm,NC TWA ,____„n 9Po 92C8M.M 5iAke Mcf EA 4823 N18P {
u. mI
I /
•
.�
�„ /r
/"X
ji/
2.143-11.12
• 1...—_ 2-14 1-10-8
vee _by
Pwn GMsls'R9 Y00-13650' 1-0.C-OAYS1,RgI'AEBA)
— __
IIAAOINGl�TOLL 100 I WARNS 2-0-0 �, DFR, in (IC) V&I Lid PLATES OMP
RWI5WW-l40P2keErb DOL IIB TO Ole Ver(LL) 000 5 :WO 240 MTN EVIG
TCIX 130 Lubber DO. IDS 3C 0IN Ven(R) M 5 >039 1911
BOLL PC Rep Sires 1777 YES VM 0.04 Herz(TL) -01X 3 ba Na
BCCode iBOz0IB/1P121p9 1.... (GEE WiMILL) -0 68 39
00 5 >90 WH9M0.15FT.PS
�FIRBEhDL Lk,_ BRACING
TOP CHORD EA SFr Not TOP CHORD Stablorelwood ehemnln2 direoly aWeam a.11.12 ooPEOre.
BOT CHORD Zee SPF Nu.2 BOT CHORD Rigid ceiling Redly NEPA or 8.00 a baoep.
WEBS EA SPF No
WEDGE
Leff 2e8 SPF No.2
I REACTIONS. (N✓sltt) 3.4384M1bcFWva,hY:MxMnICW,5.500/088
Mex Hon 5.]8(LC 8)
V ISIDE73611.0 q.3—rtt(iO8)
MPS GravS.e(LC 8),ME](LC 4).6.510(1.02)
FORCER (b)-FORLoad Gee Ory
TOP CHORD 1P4243,241-120,3-64187
BOT CHORD I-15443-0
WEBS 35.231,25-271
I.KNT80PF [
40.011.O0OP00,3.003,3.OW and 5.000
INOTES
1)W191ASCE 7.0S.100rr4711i TODLAWet,WIG-5w GNP,Ca 11,E C, erJaat FNFRE(bw494)flM GC EGGED)mw.catlwl Yb eN rem
z°GA4 Eb05:ns,o Pia Imron1v MAWR barber DOL-1.410 pine WIPOIR-190
Iowi Category H:EPO.PertIeJN ER,XI1
3)Unbalanced Rowlmb have been considered ter thiS da iun.
e)begwAed pales tow not besnde91Mio povldfor Geecemlobrarcea w moon Roarp 444 erecion tonesrorer,a the rdxonsNXy d itef&rotx
to 4Nwe AG Gee ERRE,for these pYore.
5)TMe truss has ben designed Gs 100 pSbollom chord Me bad MIKotoUTn1 wM any other We*A1e.
'5)Paler to EERIE for owe to nrm mnnwbrt
11WAG meaanhalconn.Gbn(Iy onerS)al trues to RVrirgp191e cepalleal withstanding 3,bupilI 6}Iro 3444111 b yAm#AIS8
8I TAP lbw dael9nedinw%trdv66 wnihe 10119 WEDGES 80479A9 Code ndbn23b.I GE rtKKIX a twdANSIDEI
91'Serrni rl9)p4MEretic Woluding ARAD Venter end EM model was tied In the NATO and design at this trims
10)0.between Inalde of bp chord Owing&Oily dlegonel dr vedbS ER shall not exceed 0.5001n.
ILOADCAS(8)Startd
try �AH �erwms Bonxe.J.rwn St.""—_— —_......—...—.
:m -- iron T 16:otZc
MTw
i9R1MaB IJA IJtlfken 4 •
I Wob4W4enu lrymmell
kvaeal Ftailq LW 58315 NC 02 Parrbpon NC Fm)84P1 anyyx 8OT9PrTt.]9We 82318 EGG Pme3ae Pc WAG 9l@r19920AWay
NMFO]uM9F wzynlAKA,m3 MegGISPRO3CKeLBOWcOULTIM22ee4e02vniU
X0.11
I
2-0-11
,. III
.ars e.,/,,,.
rNI 1.
r. -4
�
/
i� 11` _II
ns :'1
4
•
• 3.1 ,1 _.
zan J
PaGeeaa(%\]-E14Mi30 touJG"4ITL GS-Wetted _
LOAp ets . ______p_,)).,,,...
TCLI. t) SPACING, 2.0.0 Cb, DER. In (kc) vMl Ltd PLATES GNP
(Roo Snows°0) PEN Grp COL 115 TO Ola vee LL) OW 5 �9Sg za0 MI$I elllta
TCD. ;OO tat
DCA -ITS BC 00S I Ved(1E 2x s >916161
I eau CO ReP3lwuIna YES 11 WB 004 ANA11. Lm 3 Na Na j
5001, 142 L 0 de I O2O0c/m120o9 1 (Matra.) Wind(LL) 600 5 '9" 360 Weglle II b FT.4% J
LUMSE
TOPCHOfl02x4 SPF 2 TOP CHORD Structural woad Medlin°directly waited or NWIxpaline rl
BOT CHORD 2M No SPF No4 SOT CHORD Rigid wiling directly Npbtl or 641-0oc Meciry.
WEBS 254 SPF W.9
WEDGE
Lett.ha SPF No.2
REACTIONS. (Nstre) a.2oRmAMeanlml.4-18Weeha1Io.,5-S8A0.5-1
MxHors9.921LC OI
Men LAW340 LC 116°19{.0 t},5--1430C S)
Max Gray.344C 8),e.15(LC 91.5.5534.0 2)
WIVES (b).Fm Lowd CaseOnv
TUPGHED (.2.265.2.3.105
BOTOHc D 13.153.AGO
WEBS S5.d19,35.245
•
JOINT STRESS SCES ..
14000,I 40.00,2y000,3 y 000 ends.000
NOTES
11 WAW:AWE 7.05,102220.1=11.2a Rg;6:0..5(¢(h.2Gt.CatII;EGC;erdoeS.MINFAStbwneeland Cb)FAWNS)me.owthvr AT endH$f
spewed;GC by ranters we Woes a MWSWS for reactions snow):Intern-1 l0 page gNIXY.-I W
.2)TOLL ASCE dna.Pf.40 0 per OW motenwl,Category 11 Exp C,Peday EA CI-I.I
'3)LIMrWgeMnw hadaebeenWnebenn lor plNi
I 4)At)requested.datea Wowed
reo sm mN w
rough handlLr erec# WMp4s
to on a 4 he Ce repPgGrety or lwrsbric re
s9rrpm Slee 0 amaat tort these Iol
5)This Ouse Ow been M>'2ved tor a 10.6(q bottom chord live load n :occurrent With any otter live bade
71°blere niksr(leal omeetPAP Ts we WersIom eradr20B bw,g at plot L re P lgW1 Wail sang la36yet at WM S.
TI Nwbemxlwkrwnnctlonaw rrGte 8009 toWaringgMic kdssena
8)INGO&NainsAis 0oa9rbinaw ding Peet
end9 NG moset d.JWa,Med in So analysts
and
aMnMfUttrarded t vdHJ5Y5PI r.
1))SSM between
HNeb lTOPShrM*t. g as Net
loonnoveltC used in Ugotexced 0 Mann o11nbIM9.
10)GN+EeeMen'rrwM aI1gP mom manrq amara alagorN or Sarowwm Snag mm exwe66sooln.
LOAD CASE(83 Stanme
I
Jx - —.Tq--_...__-. _ T ve line _——--- —ar 22M "3awml Boar ---.- -
1180218840 IJ13 'sick-Open i
iI i
IIMVMW . .0.53, NC 8$.EuiYg3TA N.^ I Rua-7 842 a As 8201lPiAls
. 040an8M~�mI 2 .123
S.1µTW industries.Inc Fe Pu 18 40222210 Phi
IO:ot207VInAMFO]u0*SP wzyOMO6B0W2012SAPPvp3Ylnv*k/zRiw4M1lMwK2cym1VI
2-74
amIrr ° s . u.ra.i�l
1
/•
j
I � z
' j I
I YI II I
4T
KNIM
I PSIO tan:A4112,61.41 _____ _
TOLL. g(�f00 Pt4�TWep CCY. 21 15 013 Heil(S) 66m 3i >�Pl LA 2W MT26� 1 4
GRP
�iRwR6mw.W4j Libber DOL 1.15 BC 093 Ven
(R) -0.01 3-4 a8 P3 1Mi j
TOOL 10,0
Rep Stress lrvY -ES WB ) WIndLL) 301 2 99 80
�BGLL 0.4 � Code I8C2WdRRYAI HMS ) `Mrd(LL) OW 3< >W2 380 1 Weight-124 FT.Sa
BCDL 10.0
LUMBER- BRARi0
SOT 2X8 SPF Not TOP CHORD RI0 4I wWtldMpciigdIr10-04lcd art]a oc Wrllne, must end verticals 11
BOT OECDGIMFID BS SP 1.4.1 B0T CHORD PIp4yIRng WrMh SOS or 160-0ocbxlry
WEBS 234 SPF Nit 2
REAC11110'siael 44141223.5-8, n&W
,2. chanIbl.3.380/Mecnw1 I
I p14 kis Herz 4M3fLCSI
his LbIi14,114(LC 81,2 43(LO 8113.i0(LC B)
Ms Qrav41413(LG 2),2418 LG 3),3-380dL 2)
FORCES. (1bh Fm Wad Case Only
I TOP CHORD 1.4.125 1,3-44.2-S4I
BOTCyORD 430,34-0
i.IGwT B0RESBIl4,0
f.804ae 4.O00
I NOTES,
I)Wnd'.ASCE.ILS'.IO3npn,TOMS.opal,BCRS orra.;b2es,Cat Il,Ery O.exdeed.MNFPB Ibrlael ere CC EgeMr(LI zone,(anti/ever left and right
• TOLL ASCE 7-25;
task-beast-HIOflaH fMNFRS(acro s elrown,LUMe COL.1.W Ste 2r¢DC8.100
12)TOLL.ASCE,ow SAO.0e bean roof anon):Category II,,Es Ci P&4YN Es..,CY.f?
3)MMNlvpd mow loath Sive bean PoMklertd 10)thisdeeyn
41 Aa requested,twee ntoaocs ben dkheeeT oprovide forµ%wmenrmbmXe or rough nAnYYperde.'edbn aNdbm 11bIN rcgpmCpMUtMl6bAm
A SNeueµee NreaW sot urr rowseryarm.
6Rake)Thheti 4 truss lbeen designed 0
for 10 ct bottom chordIke Mad M✓A
nmYrotho any ober Ike loads
BI Rayetga)bto buss mY
r truss
o bm
n Provide ineoluinletaxmggbnapee wem)of 4009 R beating S9e capable M sadIenwithstanding230 11nb sib al pima,4914 uplS&joint 2 and e0 b iSft ce Obi
I9)That truss b desired in m'vrdvue whit IM2202hMerrulbrral BWILrq Code 10121(212308 1 at SeismalSt Mndyd AN$OTPI I.
911SsaLrybplicitseks HUS2SWlreOWly sow bbr&Ideas n>bwwmwed t+llaaI M-abbfµ901nd0 n
w)IMt1SP M152B(With led nails into Girder&I led naffs Into Truss)or equivalent ac is-DIST the Ml end to cone trusts)T17(1 ply 234 SPF)to front lee
of bottom chord.
i i 11 Si bit Mea wheead n,Y 1SS web/SAM&
12)In rye LOAD OASEIS)Wbn,Male SSW to Me face of the truss an noises front(F)mLack(B).
LOAOCASEM Stmaed
I
1)Dead 4 Cauls(ab Ylced).Lurrber IncreaS 14,Plate Imeonl is
UniformWit t-2.-i W,3'4�2c
Concentrated Lose(b
Vert 5H 1221(F)
'Jab ;Trvw TIN.*Type ...— :QV PS Senn*NAbra+Vernon A..
'.'100916618 IJ12 IJWF.O+m 12 I 1 I
Wvgel Foss Pte¢sn.5e3tS th:B2BurM JYPNFm[Hw6mJ
(ads.NG R i840aw 62035 Hnt)db♦ne2%l0 MLk ppnywInckm Fil ring 6649222016 Page O.
3 t).SSTkoM4F'4)u0w8Pvam+M G-SONABkSAPPYG3VPmptAZPNDOSUVMI(2xNn4V1
-_ S•3-4
I
1
I
i-�
II H I( 1
iii
•
r Pgyl400bb iM l'Y_i_60-006.12) •• .. r "-1LOADING NV) —
SPOONS
C9. •—. CER— in (7)c) WON Lk PLAItS OMP —^..
TOLL 400 igloo Grip OOL ITS TC 025 Vert(L) -0.03 Aa a9139 240 MT20 197)044
(Rool Snos40O) ILanetDo. 115 8C 0 7 Velf1} .0,,05 3.4 .7n 130
TCIX. StP i Rep Sires mMa YES t 0.00 Mystic) 005 2Nae
ecu o0104/ I Oode IBC200N1PI2WT (prix I. VAM(1L) 001 7)4 o939 360 weight u7) FT-4%
1 TOPOHOBO D254 SPF top T0P CtCRD 9101ds1E0011% Sing%NNW%pled or 33.4 oc supine, except n2vulinds
IBOT CHORD 2x4SSPF NNo 2ot SOT CHORD plpN sing dingy gy'Ietl Cr 15-1 od pacing.
NRBE 2x4 SEEPS
'REACTIONS (Wnlu} 4.9t4D-54,2_8Ginesho*$3-%li ecaii
4 x Homo 54(L0 8)
Max I1pIIfl4.-4(LO 8),2.-55(LO 8)!3.-49(LD 8)
Max Om4.915(LC 23 2-188(L0 23 3.4e5(LC 2)
'KAMM (b)t First Load Caw ONy
TOP CHORD 1.0.-140.15.52.2.5.58
BOTCHORD 4-8-0,340
Jd-f8iBESS11L1S
1.000end4.0m
NONE%
11 ee,�osed CC C loSCE orr menton andOgrrph vworms&W FR for temama shc,M CS;li nnter DOL.1ed,80 On e p 0<L-I 0and Cc Eunwr(2)zone,cantles IS and nein
0
2)TOLL.ASCE 105;%.40.0{N(fide sof snow),Category II,Exp C PySIM%Sys.C1.1.I
31 Urmlvme vow ba*twangs wn'Med 1v Ne de9gn.
14)4reTuested lelet Increase e hhzes bafltbesoots mrer dtonav�far Owen%Meioses or sough MlgBng and erects Wmnbn 11 b in raporsIM of In issonmr
'5)This truss ha teen deSred for a r 00 Fel%tom%cordINe load n flourrem MS any other Wupads
I A)gets to girders)%%see b lfunIXlnne&bri
7)Provide rtMW,rymnreyss Sy ohms)d sea bbwmplpet,t *ea1MM19anangd4 bop%RtNIM455 It toad,5j 042 and4dtapMltpim3.
8)This Suss is designed In vmrdanae Mh the 2009 InbrnSur,ar Building Code section 2309.1 and telerenced standard ANSIrIPI 1
9)'Stimisigid pMMldeW including new Weber and fixity model w6 used in the analysis and dwlgn Of thi trust.
1
I0fUse WPNLS%eWnsOdODA ItGiirder6fednth into Truss)oregutMentA1-4 thee
fromtendbwnse%bu {f
gae)T21sly2x4SPF)to baStanty
o Latomc tsd.
FMall nail hone where hanger S In a3Ma1 MSPunter
12)0 Mae LOAN OR
CASE(S)soon,cafe led to the face of thermos se bed ee front(F)or bah(3).
/CMS CASES)Standard
1)ONNI s Snow fteianmd).LurrM tro9IX.1.15.Plate lnwease.t 14
. Uniform LoalO(PT
Vert 92.100,34-20
Coast Lois)b}
VM.0..1193(8)
�Jd ir". [Side ;Ory p E55 IBe nw —.--_ i
'tmel«, I Fade Eroded 315tls.Nt ez§uttn..Yc .—I. _--. m:ol Rue1 Ws;•620 Pwmr640.kc s81390*Mododlwad 441309'AS MIAPWl
2-04
203
„."-..W
' f />/
l
9ed-
Ia.r'' J" //
•
!IOACdtN3jt Al 0 0
SPAM. 2oA C9, DF(i. coin (Poi VEMI Vtl NAiFB trail
TOLLd °0) Ps.Grip Wl 115 70 00] I V<MLy 0.0J d >999 2Q0 M[RO taiIM
(Rod SmvM04) Lnter Oct its 3C 00T WEER} SSD Si >993 5&r
TOOL 100 RNSrow Ina YES 099 000 Fba(T,) 401 2 Na de
6CLL Q0 I
Code r6C2WN9Pl'eG0] (MdrbJ WhM(L4 OW as >93e 360 I WINN 0b Ft.f%
BOOL 100
LIME& BN1CM0-
TOP CHORD 2+dSPE lb.2 TOP OVIORD Sleuc[ceing cMtingdi e%0PVetlor 203 xPwns%emMYeMvm4ccY.
WEBS 'RD 2eA SPE PNo2 SOT CHCRO Redd peeing dmlryappibd W 10.03 Od bracing.
WEBS v4SPENo.2
REACt(Md (Neto) 4910W"05-0.2.63Neclgerin,3.23/Modetnical
RM Hbas32(1C B)
I Mat LW:t2.49 LC 6)3-4(LC 6I
MM Gravest(16(LO 1)2-6660 I),3.35(L04)
IPoRCSS (b)-ESA 1Om Cafe Orny
T060001E0 1-4.-05,14690
•eorCHOHO 3-4.0
JOINTSITIES9 INDEX
1..0[0%04.000
NOTA wedded_
I)
Wed ASCE 7415,%Orme):*,.d:GC for menden ed forces MNFRS for rSCR reeedions shownCad�W I. �OW�1 era We p(Dwsme)�GC Eaaewrtx)ure;cmdlKra.bttaMdad
2)TOLL.ASCE 7-05:P.40.0 pee(Dal roof snow),Category II,Epee Pettily Em.,CI.1,1
3)Uneedriced run'aces save teemm0eereml for Is alder
i 4)As rpues1 ,,plates have not Msn desigrod to provide for Oddment Nbrvme or rote)eilldlng end emotion mMOrore. Itis de rmgreNlry d thetaricedor
tO Iraeeoe plate elms to account honey.laden
SI T)aew tm been dmgn4bra ID 0 p0bMilOM tww WewM xir"rtVatrrTnrty Dern tM bffi.
6)Refer to 9INu(ellor Inds to dud Nnnedbne.
Tt Prww nedenteslronnbctwn(Dv ntenl otlpe to boding plate doodled withmmelry30b Wm aided say b uplift azpwa
5)Tide An <SegMm eYAMMdew h Me 2009 IMiaas Buuilry r- Heed 2303.1 ba'defended Mended AN$0-611.
9)"SMHyy grctboa;Including Mete Member sad Say model wee Deed in IM at *Ns end design of this truss.
1 LOA040-216(16 Sanded
11
li
JCP nriw —ray [Ply eraur.Bulli. v«nw St
I
�tt vn.L -__I 13>don,NC dWi
`deu+aen —...310.1 FUntIO40a M ufOlaptnt7 O sGAA 201.Wen Calmat
Au 1D 421704A Fads
I---• del F'pxrpradwh.5p1 NC52.Euryn qsIeretwe optional
i IDoLZczwoM4F0]
1 t
340.11
/c II
I ) e r- Vim )
2 I i %'/`
���. G
/
%,. /f / /
.---
I
I „ I ,✓ I
ltd 31041
2.1.4 . .. --------
.___.. .—..... �
in
WISE LAI I PLATES
P
SPACING- 2-0-0
ICLA.7%.Y)_I161 Pate GIs DOL. 1 15
13,JS 1 1010 00 15 15 j Venial� .0.00 (lost a � qts t4P�F4.4%
ILOADMO(RMl
>399
AA
3001 100
TCLL 00
I(Rue TCDL197/144
BMw.9OOLumber DOL 1.15 BO 0.07
TOOL 00
•BOLL 00 1 Rep Stress lax YES
TOO 24SPF Noi TOP CHORD Orumoral wood shoo/hind*redly aed or 31011 a<psalm.
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