Plans (211) 9-1/4"0 I 4' .
anm� LENNAR
2664E BURLINGTON 3-CAR
kl1 MAIN H
62015
PmOu b
NOW LKVM Prode Pies Net Qry
BKt 88-00-00 WO OFN02 1 1
BK1 2000-00 200 DF No2 1 1
of oq BK7 9-00-00 200 OF No2 1 t
LL LL' LL LL( W LLi' LL. LL LL LL' LL LL BMt 8.00-M BBOT 1 2
BM2 640-00 BBOT 1 1
BMB 64)600 BBO1 1 1
ALL BEAM SIZES PER ARCHITECT/ENGINEER
en.eloaoec
PJIS.Imn eoM
ACCESSORIES QT'
1 2X10 OF i2&BTR FOR SHEAR BLOCKING 22'
c c_ cc II
ob c- c lI SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
vLL -LL LL. WAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
1411 LL LL
4a LL
li
15 DL
t
FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTRON CRTTE
REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
_ o o to AND SHEAR BLOCKING REQUIREMENTS.
LL � LL � ILL
RIMLUPDIFMRIO
F%ci6 umber
& TRUSS V4 COMPANY
1
1
V
1
T
MiTek°
MiTek USA, Inc.
7777 Greenback lane
Suite 109
Citrus Heights,C&95610
Telephone 916/676-1900
Re: PL15-36_MAIN_H Fax 916/676-19M
LENNAR
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber & Truss Co..
Pages or sheets covered by this seal:843771381 thru 843771385
My license renewal date for the state of Oregon is June 30,2015.
Lumber design values are in accordance with ANSI/TPI l section 63
These truss designs rely on lumber values established by others.
CPEO PROS
ENGINE
2PE r
yrn ro
mpj OREGON ry�OWN
9G' FMBER
A. HS
EXPIRES:06/30/2015
February 6,2015
Hernandez,Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI I.
L __
I
MiTek'
MITek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heghls,CA,95610
Telephone 9161676-1900
Re: PL15-36_MAIN_H Fax 9161676-1909
LENNAR
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber & Truss Co..
Pages or sheets covered by this seal:843771381 thru R43771385
My license renewal date for the state of Washington is January2,2017.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
S �wIO
N
° k 49639
O,e�,s 6orsTet<b
S
February 6,2015
Hernandez,Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/rPl 1.
L
T. NSs ype Ory Ply LE101M
a.mt3s1
PLtsJa_NAINJI FOt Flour e 1
Reference fopflomi)
PeON[Iam6er6Truse 110., Beavdon,0e9e6 7.Em gl11m0 PMffek-Op.dVs.,sh1.Dl Feb 069:YX5DZ 1
ID:IB2ZCHKxBN01u2Em9a9NGmS2P-0poGVlac7G.lr41_aG703Rr9uYX5Dn2oi Bmoz
oae
1-1743 I 1.114 1 2n
e=1:38.9
1bx8 II 15x3 If axe= 1.543 II 3x8 FP= 1.5,43 II 1.543 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14
23 22 21 20 19 18 17 18 15
1S II 3111= aB FP= 3x6= 3x5= 948= 9z5=
3x8=
74-0 14-9.0 2W2
11-1141 740 7.419
LOADING(Pet) SPACING- 2-0-0 CSI. DEFL In (be) gtlefl Ltd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TO 0.25 Vert(LL) -0.03 16 >999 480 MT20 2201196
TCDL 10.0 Lumber Increase 1.00 BC 0.20 Ved(TL) -0.0815-18 >999 360
BOLL 0.0 Rep Slava Ina YES WB 0.45 H=(TL) -0.01 17 n/a n1a
BCDL 5.0 Code IBC2012rfP12007 (Marc) MIgW 96 6 FT a O%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 DF No.18Bu(fIM) TOP CHORD Structural wood sheathing tlkectly applied or 6-0-0 ce punma, except I
BOTCHORD 2x4 DF No.18BI(fiat) and verticals.
WEBS 2x4 OF Stu lMid(flat) BOT CHORD RIgld ceiBng dkecty appfied w 6-0-0 oc bmckg, Except: g
10-0-0 oc bracing:22-23,15-16.
REACTIONS. MaxCdbearinga O4-8 except Qlor Iwo 108-0,15 1-0. t
(Ib)- ax av All reactions ona 260 or bee atjoInl(a)except 1ys43(LC 5),17=950(LC 41,19=916(LC 3),15=373(1_C 5) 9
FORCES. (b)-Max.CanpJMax.Ten.-A6 forces 2500b)or less except when Shown. �TONIO y
TOP CHORD 1-2=81310,2-3=-81310,3-4=-290/237.4-5=-289/238,5-fie01652,6.7=-611/255,
7-8=8101265.8-9-01890,9-10=01891,10.11.98410,I t-12=-984/0,12-13=-964A
BOT CHORD 21-22=10892,20.21.10/782,19.20=-82310,18-19=351/284,17-18=-3851342.
16.17-2061348,15-16--01857 q _ py N
WEBS 5-19=55610.1-22-/846,3-20=-6411q 5-20--QnM,11-17=9760,6-1S-V420,
&18-/450,&19=-93110.1&15--89810.10-16-0(/65,10.17=104&0 ;"
NOTES- Id ,� 49639wa V
1)Unbalanced Moor M bads s Ibean considered for this design. aP0 �OfSTER�
2)All plates are 3x4 MT20 unless otherwise Indicated. +;'
3)Protide mechanical connection(by others)of truss to bearing plate at)oini(s)15. �sS"ONAL.
4)This truce is designed In accordance with the 2012 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1.
5)Recommend 2x6 strongbecks,an edge,spaced at 10-04) oc and fastened to each Wu with 3-10d(0.131"X 3")nails. Strongbacks to
be allached to mile at their outer ends or restrained by other means.
6)Gap between inside of top chord bearing and first diagonal or venlcal web shah not exceed 0.5001n. 0 PRO
7)CAUTION,Do not erect Was backwards.
LOAD CASE(S) Standard
870 2PE
1
N ani
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mgj.0 EGO ryo (aU
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S A, HEP
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0
EXPIRES:08/30/2015
February 6,2015
Q WAMIFNG-Vergfdellgx Panmean any RFADNOTESON iHISAW CAWED H1fENM'FFMND'PAGEMIIJQ3 tea 1129/20H BUMM
aesipnwrd ler use ordr wllh AVrek can,secian.iFA de4pn b bou0 onNupon pvamalenahown and 8 ler OnbdWdudbuMkq c9mpment.
APP6PPbI11y 91 tl ea9n povrrelars aM proper k�carp9raaw on c9rsParwnl k iegm0bah o1 burdlriB de4yw-rot kws tled9nc.8ra0k1B ahovn
bMbterd mPPurl ownMnent l Imembers ody.Addlbrwl lemPorW bmcka la kowreshah dtxkpmnshuc8mbthe rtrpnubary of lha FA T
c«Iw.Adtl6MdP nenl bracig ol9a ovmor druclueblFwrtrptt,Yblfhal thele-tlY,y CMwnecfarpme:olpedmfir9C dkq rQk
bbkp8m.quaBy c9nlml.atora9e.tlervery.erectbnoM bmcN9.mnrWl ANSNINIOwaI'G9eNe.M4ateM KSl eupdY,B ComPonenl 7rr7(4e4nWCAlAne,8We 108
S�u1��rn PPn�15P110 umWrH4WrMW.Neie�annl8ilie��nN�eMctlw06/01/��yAA�14aW Ibi9Ms,oA.83�10
f
Job Truss Truss Tyoety Y L£NNxR
R43T]i302
PL1S30_MAII!_H F02 Floor 3 1
b RMerencoo lions
Pa[LelxnIWATma Co., aeswaon,Ore 7.530 s JW 112014 MRek NgwlMa,ke Fa Feb 0911:06:422016 Pa
10:IB2ZCHKzBNOlu2En19a919Gms2P-MCvlwPys3eZYJ26AOQd wXEEOLnhFTIK4RMno4zrvox
066
Fi t.an 1_zn t-ze r 1 I i
Sode=1:38.]
1.6x3 I 1.5x3 I sae FP= 1SXJ II 1.6x3 II
1 2 3 4 6 6 7 8 9 10 11 12 13
11,1550 i
1
21 20 16 17 16 16 4
1SNi 1 3x5= 9w=9x0 FP= 36= Sxe= 3x6=
e a 133-0 21-0.12
g at2
Plate Offsets Q(YI if 0-1-11 Edcal
LOADING(psf) SPACING. 2-0-0 CSI. DEFL. In (too) War Ltd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.03 15 X999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.20 Ven(TL) -0.0614-15 >999 360
BCLL 0.0 Rap Stress Ina YES WB 0.39 Hom(TL) 0.01 14 Na Na
BCDL 5.0 Code IBC2012/rP12007 (Matrix)
Weight 8910 FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 OF NO.1&Btr(Ral) TOP CHORD Structural wood sheathing directly applied W 6.0.0 oc puffins, except
BOT CHORD 20 OF NOA&BtrI and venlcels.
WEBS 2x4 OF Stud/Std(fist) BOT CHORD Rlpld telling directly applied or 6-0-0 oc bracing.
REACTIONS. NI bsedngs 038 axeept()tAenglh)1=0-8-0,14k1-8.
(th)- Max Gmv NI macgans 2601b or Iee M lokWs)except 1=273(LC 5),19=811(LC 3),16=956(LC 4),14=370(LC 5)
FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. _yZ'ONIO p_
TOP CHORD 1-2-681/0.2-3-581/0.3-4-01633.4-5=a/633,68=-62111162,64627/162,
7-8=0/896,S-9=01897.9-10-9111110.10-11=968/0,11-12--967/0 Gb5�p4-w�,O'✓
BOTCHORD 19-2D=-209/370,/8-19-183/326,17-18=183/326,1&17=348/347,1518=2111324,
14-15-OM49 �n
WEBS 1-20 /603,3-20=01384,3-19=-7711➢,7-16-990/0,7-17=01433,517 /387, Ox [V
519=-859/0,12-14 -89010,9-15-01767.9-16-104710
NOTES. A IN
1)Unbalanced flowWe bads have bean considered forthls design. If +Q639cp
2)All plates we 3x4 MT20 unless othxwke Indicated. T61"
3)Provlde mechanical connection(by others)of Was to hearing plate at)olld(s)14. NAL G
4)This truss is designed In accordance with the 2012 Intemailonal Building Code section 2306an
.1 d referenced standard ANSIrrPI 1.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 Are and fastened to each truss with 3-104(0.131"X 3)nails. Strongbacks to
be al lched M mile at their cuter ends or restrained by other means.
6)Gap between inside of top chord bearing and first diagonal or vertical web shag not exceed 0.51301n. 1]PROFF
7)CAUTION,Do not sect Was backwards.
�5 NG(NEB s�o
LOAD CASE(S) Standard
8,7 2PE r
(P
y9�Dj.0EG Nryo <UN
0 FMBF
0E
`S A. HEP�P
EXPIRES:06/30/2015
February 6,2015
Q WAWM.Wdt7aedgn Derssrbn sMRENAOTLSON THISAND INaLMD NIIEKAUEREAUPAUNR-7413 rza 1/29/261181H09EWE
Defipn voila In umoMywnn AYfek canr4:ctas:TNlaeagnhboseawer upon puamalersarovw[anahlaron a,NN6W buMh9eompolwnf. �•
AppAcmllNoldesip,porametersaiM papxlrooipwolion d con�ponenl h lupamt atyelhuid9p de4pnc-rot Imo dnl9nx.BmWp[hewn
e lalateralwpporl ollttlMOVW web membenonN Aaditbrwl lenpaary Crocbq to Moro stabatydWhg wmlmceon 6 se ralponsmlrN of the
ereclar.Aaa6wwl Permanent bachpolhewemislmclumhlheresponsM6ypl the txiae96ryywr.For9enaml @Asante m9nabxl MiTek'
bGkolbn.opo9lynonimldaa9e.aeNery•emclion ens brmNO
3abNlnlanla®on ava8ebb ham M1ua+Pble PuflNle.]91N. e 5eI.SkAxe 31A2NAS17f1a11o .VA CtltllIA. Df639 ane eCSltwdeOCmmPenwa 77T 6resbaQlane.6We108
C9ru 1e10M+,LA 06910
11 Sau[hon Pim(SPI lumber h aw[ab.1M1e enian nlun an MmuR�Nwas/o1/10136yAlSC
rum True Type Y L3Jwtue
a33mam
PL1Sb NNILX Fa3 Flmr 5 1
Jab Reference lornel
Wcxg WmeerB Tlum Ce, fteewaon,Drapers ]ASOSJUIt12014INreklnaugdw,la.Fd8mD nQ kgs-2Ot5 1
ID:1822CHKzBND1u2Em9e91BGxrIs2PgOTP]I3UquhPACjNy66mTinOVk9e_xaT N/tnrav
Dae
r I '� I t�.ro I vers
arse=t:u.e
1.5.3 II alis= 1.54 II
2 3 4 — 5
I�
D
am=
8
1.W II
Sr5= bH=
OaB I Y11d I 7b12
LOADING(Pd) SPACING. 2-0-0 CSI. DEFL In (too) Vde0 L]dPLATES GRIP
TCLL 40.0 Platen Increases 1.00 TC 0.14 VargLL) -0.00 B -989 480 MT20 220/195
TCDL 10,0 Lader Increase 1.00 BC 0.08 Vert(TL) -0.02 6-7 499 360
BCLL 0.0 Rep Stress Ina YES VyB 0.19 Haz(TL) 4.00 7 IVa We
BCDL 5.0 Code OBC2012JTP12ODT (Matt) Might:32 It, Fr=0%P,O%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.18BU(fW) TOP CHORD Structural wood sheathig directly applied or 841-0 oc pudns, except
BOTCHORD 2x4 OF No.18Bb(M) and veRlceis.
WEBS 2x4 OF Stud0d(BW BOT CHORD RI21d Calling directly applied a 8-0-0 oc bracing.
REACTIONS. gb/sbA) 1-15m." (min.0-1-8),6-156x0.1-8 (min.0.1.8),7.47403-8 (min.0.1-8)
Max Gml-171(LC 3),6-189(LC Q,7=474(LC 1)
FORCES. (D)-Mex.CMPJNleC Ten.-All forces 250 011)of ises exaPt when sham
WEBS 3.7-282/0,1-a- 255.3 -MM,4-7-3830
NOTES- G Rw pr Zt
1)UnbWnad floor M bads have bean considered for this design. yF _ 0 y�jl
2)Provide rr1edmlcai connection(bY others)of tntss to besdng pale 0)olr*06. N
3)This truss is designed M accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSHTPI 1.
4)Recenxrand 2x6 sbalgbecka,Wedge,speced al 10.0-0 ocaid fastened to each bum with 3-10d(0.131"X 3")nails. Shorgbacks to
be atlaMetl to web at their outer ends or restrained by other means. .O 496
5)Gap between Inside of top chord bearing and first diagonal or Vertical web shell not exceed 0.50d 39
n. �p '�Fi,+rs 39
6)CAUTION,Do not met truss beckwads.
LOAD CASE(S) Standard SS�UMALL�G
��PrLO PRAFFss {
�NGINS FA, �p29 9
87022PE
(P CV
Z' 0 EG N
9C FMBER '\1
�S A. He
EXPIRES:06/30/2015
February 6,2015
Q WARH]A0•YIr9TAdgn penmeHn maRFA0f0Tf3aT05At0IAG19ED NDEH9ETEaENCFDADENtE-74D na ui3/Ea1�NTavEuu
Detlan wlb M m onN wla+Mrekconnactwr.ihh deaDn hbmetl min upon pemmelen thow4 ane pram hldvlaud bultllrp camponenl.
ApplcadnM of gegg,paiameran aid popabc«Paatbn W carr,ponant a mrPomMIN of EuYrrq aexg�er-awl hue 0egar.ammw drown
h bbMol uppnt el MNkAdweb meMun oM].Aadtland lampaoy baclq robure t1oMry duligcanhceon b Iti raaontlbaN of ttre
erect.Aamaxnlpamanmllx«Yq of the ovemislrvcluesawmpamualloHM deabo eergr�er-rwwr,eralpWormerwo'alrw e
rodbepen,queaycmhal elvepe,aehwv.ereabn o,e wahw.cauan ANSNfRl gaoty Gaage.OM29 ane aC5l lulldlna CompeneM 7th cneneeG Lena.6W 10a
SaINyiMamaeon avobde homtwaPble Mllrob.MIN.lea3haN,SWlo SI2 Abimbb,VA 2231A Clrua WlSNe,CA 83910
HSawWmPbw tT%IwnMrb NeAUa daginwlanan ewra JaNra Os/013013 WALu
I Job TNBf TmsSType N N LENNM
R157r16e1
PL16b INVN_M Fd Fbw 6 1
M JWI1b0R klnal
Ac16c LunMr6TluutP., Brvm9n,On9an ).ba0aJu11120HMlrak NdueM..4ic Fd Fahro ll:0e.4a201fi Ppe1
0):IB2ZCHK OND1.2Em9e9BGuu2PQO P7lzUquhPxC)Ny68mThONk6M_zTrJSSLLwnwx
068
Scale 1:14A
1.54 II 1.us II two II
1 2W- 3 41q= 5
B 7 6
DBd , 7.612 ,
sea 7-0 4
LOADING(psi) SPACING- 2-0O CSI. DEwF/L1� In (W) Udall Lid PLATES GRIP
TCLL 40.0 PWet Incase 1.W TC 0.15 Vert(U) -0.02 7 -M 480 MT20 220/195
TCDL Miff Lumber Increase 1.00 BC 0.17 Vad(IL) -0.04 67 >999 360
BCLL 0.0 Rap Seems Ina YES WB 0.20 HM(TL) 0.00 8 We No
BCDL 5.0 Code IBC2012TPI2007 (MaIrk) Weight:31 lb FT=O%F,O%E
LUMBER- BRACING.
TOP CHORD 2x4 DF No.16BU W) TOP CHORD Structural wood sheathing directly applied or 6-0O m purMa, except
BOTCHORD 2x4 OF No.1 bBb(iW) and ver6Ceb.
WEBS 2x4 OF Stud/Std(Oat) BOTCHORD Rigid calling directly applied or 10.60 oc brackg.
REACTIONS. (b/ske) 1-379168-0 (min.61-8),S=37&61-8 (Mn.61-8)
FORCES. (b)-Max.CMPJMax.Tan.-AB farces 250(Ib)or bibs except when shown.
TOP CHORD 1-8=01323.2-3-105=,3-4--104910
BOTCHORD 74-00(196,6-7-MM x'(ONIO
W 6--
EBS 4859/0,47-01255.2-7-M76,2-8=76110
NOTES. GO�00F W O
1)Praslda nntecllankal oonnedbn(by others)of trues o bearing Plate M Idnt(a)6. y
2)This Imes Is designed In accordance with the 20121ntematbnal Building Cade section 2306.1 and referenced attended ANSI/rPI 1.
3)Recommend 2x6 strungbedc,on edge,spaced as 10-0-0 oc and fastened to each Wu with 3-100(0.131"X 3')nails. Strongbacks to
be attached to walk at that outer ends or restrained by other instant.
4)Gap between inside of op Mord bearing and Mt diagonal or vertical web shall ml azceed 0.6006. 16
6)CAUTION,Do int amd 9ua backwards. 'PQ 4�7.r459639tip
LOAD CASE(S) Standard V10
V-0
EO PR.OFe.
�cNGINEF9
87022P r
N
y �Al 0- GON
90 FM9ER
OS A. HEP�P
EXPIRES:06/30/2015
February 6,2015
QMARMM.Ven7yhdgs Memnonand REAOWIESONWISAMI)OWEDNIrEXREFEPFMFPMENN-N73ns1/H/1014BNOII M
DGbnVPh[10.v,MMnr MhlM.k rnnMC,ce.RW eeabn khdM all/WPn lb'analM rhe orobbanhMtlAWbecv .L Idl
/y.'Fleabaly tltlml�,pvanvMnaM woPv4xxxpwalbnd CMpMM,h Ivpw,maly Pl btadep daVOnv-ml6uvdrlpw.badlp epwn
k Mldad aa+Psd d nma„d..brwnn.n wry.aadrx.a tarpwvynxochp IP kw..ddAaydMg wPNclbn h ins�•wPreiaN d fro
wK1w.Aa�wdPmnw�.�,nth,P�nodnn.P.wa.wdw.km.rawwwwrodln.aaawadgn..rwa.,.da+mn<.rwwd<,a M[TO k'
i Mh° o.m.hamTmr214 i1 nmtil,'ila miNbieehibealbeel.5J1a 912.AY Nx r sly .DStJ1aM tC3l tusaa9 cowwn.d 777/On.nhvklsa.9 109
Hsss6n.rn n,als17wmk.r Hw..nnw.ro.e.as•x•1P.,.r.u,w..asak.Ds/at/lou W Alsc mh,a HH6N.,cs.95610
1
ruga Truss Type LENN.et
Rp7ltaas
PL16>D_M4N_H Fay flott 110 1
Job R Mel
PpaM WmMereTrvn C9, appwdpn.Onpon 1.6310 9a112en1 e1ReMinL5M7,I GYMIWp611A9:M2115P ,.
W:IB22DHXSBNOI u2Em9aBI9Gr+le2PJbinlS_7bCPGYMINRYIyJYY838J1(2NOMyinrov
2ao I F1i71-I ) 1-ore I 116.0 Ir tan-!i'°a� 1.160
Scale 1:34.2
1b0 I 3x4= 1.60 II 3161= 1.60 II 30= L6= 1.60 I 3164= 1.60 II 30=
1 2 3 4 6 a 7 a 9 10 11
17 Is 14 13 12
sx4= 3x6= 3a= 3xs= 310= 3xe= 1S0 II
W7-12 16104 _ ifH-12
r 1 0.2.16 AAS
Plato Offsets fX.)a.-8-0-1-12 Edge] Ili-D-1-11 F70M
116:0-1-12 Edgel
LOADING(Pat) SPACING. 2-0-0 CSI. DEFL In (bc) Wee LW PLATES GRIP
TCLL 40.0 PMes Increase 1.00 TC 0.38 Vert(LL) -0.08 17 >999 480 MM 2201195
TCDL 10.0 Lumber Increase 1.00 BC 026 Vert(TL) -0.09 13-14 16988 380
SCLL 0.0 Rep Stress Ina YES VM 0.63 Hor M) 0.01 16 Na Na
BCOL 5.0 Coda 18C20127P12007 (Matt) Might:826 FT=0%F,0%E
LUMBER. BRACING-
TOP CHORD 2x4 OF No.18BtrUJM) TOP CHORD Structural mod sheathing directly applied er 8-0-0 ac Purina, except
BOT CHORD 2X4 OF NO.18Btr(/Ia) and veftols.
WEBS 2X4 DF SbxVSld(flat) BOT CHORD Rigid calling directly applied or 0.00 oc bracing.
REACTIONS. (lb/el;:,) 18=400/07-0 (min.0.1-8),11-392/04-0 (min.0.1-4 16-128703-8 (min.0.1-0)
Max GmIS450(LC 3),11438(LC 4),15-1287(LC 1)
FORCES. (6)-Max.Comp2Max.Tan.-M tortes 250(Ib)or Mas exceo whw sbo . xgONIO p�
TOP CHORD 23=147410,3-4=-147410,4-5•-SIH77,545-2073.6-7-W664,7-8-11401197.
8-9--11401197.9.10-112411).10.11=11240 S 104-97AS Wye
BOT CHORD 17-18-W1108,16-17--22811078,15.10=164400,14-15--M7MM.13.14 11389 � �4' E1•�, `Yd
VrESS 8.15-73210.2-18-116110.2-17-371383,4.17-W--55,4-10-1269M.6-46-W1238. y _ 0
11-13-11189.9-13-2601117.9-14-379M.7-14=0/1020,7-15=-15950
NOTES.
1)Unbalanced floor Yue bads have been considered for this design. .d
2)ProvMe mechanical connection(by others)of Was to bearing plate a joint(s)IS. P p,,49639
3)This Imes Is designed N accordance with the 2012 International Bolding Cade section 2306.1 and referenced standard ANSI/rPI I. 0.1' `T2lSTb¢�
4)Recornmand 2x8 stro gbaclu,on edge,spaced at 10-0.0 oc and fastened to each Was with 3-10d(0.131'X 3')nails. Slmngbacks to G
be attached to wale at Bah otter ends or restrained by ober means. Al,
6)Gap talaeen beide of tap chord pealing and first diagweai or vertical web shall not exceed CSWn.
6)CAUTION,Do not east was bwAwads. Eli PRAF
LOAD CASES)StandardGINgF9`sS/O2
87 2PE v
01
y �Al OREGO
90 ER '1"
OS A. HER�P
EXPIRES:06/30/2015
February 6,2015
0 WARMW.V.drdelgopnmean W REA0WMONMSAW INaMEO Mha REFERFAaMGEHlr.74 l nor 1/29/20146rEMUSE
Applincoir MasegM v9lh IMaM cenmolwalbb tlepmn-martv kpOmm s"[bin,airbixxm-noI Wrlsdg9lkwkvo
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p M Iolerd eapp9dalNtlMdual vwE member wpY.Addflwgl Ieepwwy-stew to Move dmnNtlldnp conevcflonb Mw mprvnlbaN o11M
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LEN NAR
_ 3664E BURLINGTON 3-LA0.
13-1/2" OPEN WEB JOIST @ 24" O.C.
PLIS-JB UPPER
enono�s- - �
14-C 1
4 s FZPt�]�D
PfOductS Length Pmdud Plies Net hy2 11-00-00 3 1/2"x 9"Glulam(1.BE 24F-V4 DF/DF)MI 6-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 3
1 M4 aM1 a_M1 BM12 20-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM4 9-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM5 14-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
RM1 31-00-00 2X14 DF#2&BTR 1 1
RM1 27-00-00 2X14 DF#2&BTR 1 1
RM1 18-00-00 2X14 DF#2&BTR 1 1
BKi 13-00-00 2X14 DF#2&BTR 1 2
8 9 8 8 8 I� 8 8 B 8 '.8 B BM8 13-00-00 2X14 DF#2&BTR 1 2
u_ RM1 13-00-00 2X14 DF#2&BTR 1 1
I
BKi 11-00-00 2X14 DF#2&BTR 1 1
RM1 9-00-00 2X14 DF#2&BTR 1 1
BM13 8-00-00 2X14 DF#2&BTR 1 1
RM1 8-00-00 2X14 DF#2&BTR 1 1
BM6 4-00-00 2X14 DF#2&BTR 1 3
rc I
BKIBK
_ _- -- - -- - - 1 i� RM1 4-00-00 2X14 DF#2&BTR 1 3
M1 -------- - -- -- RM1- 1-00-00 2X14 DF#2&BTR 1 1
I -
ml
I
E $ g ALL BEAM SRES PER ARCHITECT/ENGINEER
0 FLQQR LOADING
m, 40 LL
15 OL
RMI RM1 1 RM1 ACCESSORIES QTY
pO LIS 15
2X6 DF l2BBTR FOR RIBBONFIT
44'
BM13 2X14 OF x200TR FOR SHEAR BLOCKING 1.
I LUII3 1
LL I
I
REFER TO STRUCTURAL PLAN FOR ADDIIIONALI
POST TRANSFER BLOCKING
FAT AND SHEAR BLOCKING REQUIREMENTS
IWJI SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN)
I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLJ
_ BKi FL00R DESIGNED TO MEET OR-EXCEEDV480 DEFLECTION CRIT_
II II f
JOIST WITH RIBBON
pacifi umber
& TRUSS coAlPw Nr
LENNAR
13-1/2" OPEN WEB JOIST @ 24" O.C. 2664E BURLINGTON 3-CAR
P1.15-36 UPPER
9/302015
14-01-08 Products
$ v PlotlD Length Product Plies Net City
sTAa,FI 9 ? BM22 11-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) I I
BM1 6-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 3
® BM12 20-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BMi BM1 BMa BMi BM4 9-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM5 14-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
RM1 31-00-00 2X14 DF#2&BTR 1 1
RM1 27-00-00 2X14 DF#2&BTR 1 1
RM1 18-00-00 2X14 DF#2&BTR 1 1
BK1 13-00-00 2X14 DF#2&BTR 1 2
BM8 13-00-00 2X14 DF#2&BTR 1 2
0 0 0
I LL R RM1 13-00-00 2X14 DF#2&BTR 1 1
II BK1 11-00-00 2X14 DF#2&BTR 1 1
RM1 9-00-00 2X14 DF#2&BTR 1 1
1 BM13 8-00-00 2X14 DF#2&BTR 1 1
I
RMI 8-00-00 2X14 DF#2&BTR 1 1
N BM6 4-00-00 2X14 DF#2&BTR 1 3
B
RMI 4-00-00 2X14 DF#2&BTR 1 3
a BKi BK1 RMI 1-00-00 2X14 DF#2&BTR 1 1
m ALL BEAM SIZES PER ARCHITECT/ENGINEER
IIRMt o 0 0l
p FLOOR LOADING
o O K BKI BLOCKING
RMl=RIM BOAPO 40 LL
I Ilm I � 15 DL
II RMi ACCESSORIES QTY
RMi RMt RMi 0 LUS414 15
I �m 2%6 DF#2&BTR FOR RIBBON 44'
2X14 OF#2&BTR FOR SHEAR BLOCKING 24'
BMi3 LU212 1
REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
AND SHEAR BLOCKING REQUIREMENTS.
m �P SHEAR BLOCKING PLACEMENT PER STRUCTURAL PIAN
m
HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRRERIA
II II
RMi
n JOIST WITH RIBBON
Ct BM22
M12 ___________.__-. Paan umber
& TRUSS COMPANY
MiTek®
MiTek USA, line.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 9161676-1900
Re: PL15-36_UPPER Fax 916/676-1909
LENNAR
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber & Truss Co..
Pages or sheets covered by this seal:R44719674 thru R44719679
My license renewal date for the state of Oregon is June 30,2015.
Lumber design values are in accordance with ANSI/TPI I section 6.3
These truss designs rely on lumber values established by others.
QED PROFFsd
C6 �NGINE�9 /02
Q� 870/22PE nQ r
yCv
mAj.0 EGOONN r�� ruN
�e FMBER
OS A. HEPaP
EXPIRES:06/30/2015
June 16,2015
Hernandez,Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
MiTek'
MiTek USA, Inc.
7777 Greenbadc Lane
Suite 109
Citrus Heights,CA,95610
Telephone 9161676-1900
Re: PL15-36 UPPER Pax 9161676-1909
LENNAR
The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber & Truss Co..
Pages or sheets covered by this seal:R44719674 thru R44719679
My license renewal date for the state of Washington is January2,2017.
Lumber design values are in accordance with ANSI/rPI 1 section 6.3
These truss designs rely on lumber values established by others.
i
a
�yTONIO
w°v w o
0
e
49639Qp
June 16,2015
Hernandez,Marcos
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSIfrPI 1.
lJob NSo Twss Type 10ty R417126740.1686 ul P "I Floor a 1
Job Reference bnel
%rNk WmkaraTrvaa Ce, Be6whlm,Ohekm 7SSO\Jd111014Nmek NLuabµM lk.Tw.km 1816S6:1I1ppQWp56V
10:bhvlOGly]K20FHAy151_PyJx61-2v9B_sahxlWJF7halm]ikH9N_IgPp6aT5Wix5iH7
18a I )S.3 I h ran I anr�¢
Scale 1:141
1.6rP II t.Bx3 II 1.Srs II
2 = 3 4 — 5
4
p B 7 B
sxl = 1.6n II
3x1= 3w1=
/- &7-3 e-2d ] 0
LOADING(pai) SPACING. 2-D-0CSI. DEFL. N (too) YMLtd PLATES GRIP
TCLL 40.0 Flow Increase 1.00 TC 0.40 Ver(LL) -0.00 8-0 >W9 480 MT20 2201185
TCOL 10.0 Lumber Maroaee 1.00 BC 0.41 Verl(TL) -0 1.19 fl >455 360
BCLL 0.0 Rep Stress Inv YES WB 0.20 HOM(TL) 0.01 6 Na n1a
SCDL 6.0 Code IBC20121TPI2007 (matrix) Weight:33 lb FT-0%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 OF N0.18BKMQ TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except
BOT CHORD 2x4 OF No.188Ir(not) and vwftab.
WEBS 2x4 OF SbdfSW(9at) BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 94010.3-12 (min.0-1-0),64010.1-12 (mrd.0.1-8)
FORCES. (lb)-Max-CanplMac Ten.-All forces 250(b)or loss except when ehnwe.
TOP CHORD 2-3--57310,34-57310 ''(ONro p,
BOT CHORD S-9-M706.7-11-01573,&7=W57`3
WEBS 2-9•-76610,4-6--771/0 `(,js�p4'� tin, yyry
NOTES-
1)Unbalanced floor We bads have bean considered fw this design. ,
2)ProMe mechanical connection(by others)of truss to bearing plate of joint(s)B.
3)This truss Is designed in accordance with the 20121Managonal Su2dklg Code section 2306.1 and referenced standard ANSLITPI 1.
4)Recommend 2x6 s1rongbacks,an edge,spaced at 10-0-0 oc and fastened to each truss Mth 3-10d(0.131 X 3')nails. Strongbeccs to 16 49639
be attached to MIS of"My older ends v realrabed by other means. 5 7 81i 9639L�
LOAD CASE(S) Standard �sS�ONALG
o PR.op, s
��5 �NGINEF9 goy
Q� 870 2PE r
N
y �Aj O.REG N
90 EMBER
�S A. HEP�P
EXPIRES:06/30/2015
June 16,2015
Q WARMNO-VMNeror➢ngmwrw"MAD NOTES ON 7Ma AMSVWXn pMR'N IIEFEaANOE PAGE44.7QJ m.OMMSer6 WFOBE WE
Oadpn¢md W,mmNvMh AIn-k cenrrclOn ltA dexOn kboutl anN vpm pvmrlwr d,wrta anOh WanrnweYabiNW,pcm6wwnl.
AryttObely ddaan Pararv.Wr ons prePmk�Trva6pn a canpvrnl k mPo�ubatY d bWtllr,O ae4pner-na are a-spina.s,aana awh
k W lot«d ngpM dYdMual vM mamE-naM.AddiMiol tarrpovy bocYq b Ymye ata5lay dNpmeWcllon k Nro,npen+NN of lFw
rv-eW.Addilbolperrxnenl biocbB al anovemafNxMklhe lroporWbrNdlM bJbp derltyhe.ro perhndpuNvcarapadkp e
bMCOlbn gw6y minks alarope.Oaray.e,acripn anOlxorAq wnw11 AMSVRII�YChaMw pSear maaplaJY6,p Compon-nl ]rT101rowadklae
SaMyk4wmdloo avasmne trwnl,usr Pnvle YntlNle Ml a.lee Seeal.Surd JI2 AMwnddo.VA 1011. I.. 1pp
Nag Truaa ype Qty ply IENNM
R447IM75
PL1639_IRPER FOT Flom 1 1
Jab Refereae a lionel
PerYlc lGmbxaT,vae Cw, aeeudon,Oregon BFHAJd11TJoQM1 kMUWbek,c Tue Jun!810:69:15 Talo peget
IO:b7avleGy71¢BFHAyIS'!_PyJx01-V.SiVeClTbltchPJz561_
F'1`aff—i QS'1�I--12'0—I P]rai r'•'.a-1 1� 1-2.0 I 1-2-n ks
Sass=1:32.9
4xs= Sas= 3x1= 3x4= 3x4= 3x4= 3x9= 3xd= 4x5=
1 2 3 4 a e 7 e e 19 11 12 13 14 1s 1e 17 to 19
Len, M
31�q
29 26 27 N 25 24 23 n 21
3x4= 41a= 3x8= 8x5= Yd= 3x5= 3x4= 99= 44= 9xs=
19x4
1 —
Rate Offsaft 0( coal
LOADING(pan SPACING. 280C81. DEFL In (loc) Udell L/d PLATES GRIP
TCLL 40.0 Pletes Increase 1.00 TC 0.53 Van(LL) -0.37 25 "27 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 eC 0.72 Vad(TL) -0.58 25 >401 360
BCLL 0.0 Rep Stren Incr YES Y19 0.68 Hou(TL) 0.08 20 nm We
BCDL 5.0 Code ISC2012liP12007 (Matrix) Walght:97 it, FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 OF 240OF 2.0E(flat) TOP CHORD Structured wood sheathing direly applied or 6.0.0 ac purlins, except
BOT CHORD 2x4 OF 240OF 2.0E(nal) and verticals.
WEBS 2x4 OF 81ucilSld(Be) BOT CHORD RI91d ceding dlracify applied a"0-0-0 oc bracing.
REACTIONS. (Ib/size) 20=1063/0.5.8 (min.0.1-8),30-105W2-0(min.0.13)
FORCES. (Ib)-Mex.CompJMax.Ten.-AB farces 250(t)or less except whm ahovm.
TOP CHORD 2-3-200210,34-200210,4-5=3498/0,54+-USM,6-7=4503/0,7-8-450:10, �'(ON7O ff
6-e-5004,9-10-5005/0.10-11=-503910,11-12-503WD,12-13-44839,
1314—"8310.14-15-388=,16-16—U6210.16-17=-23259,17-18=-2326M ps OE W y�
BOT CHORD 29-30--0/1085,28-29=42809,27-28=0/4058,2&27=04813,2&260/5084,24-25-/4809, 4G •t4' Cj, `Y�
23-2444483,22-23.44483,21-2243182,2&21.011281 ,s1' y — 0 M
WEBS 1&24=21/477,14-23-1385,230=-1463/0,&28=0/1286,4.29=110810,4-28+0946,
6.28=770/0,6-27=4110,8.27-42510,&26-x264,12-25--88/427,12-24=8298.
18-2D-1615M,1&21=41348,i&21--11188,1&22-/865,1&22--66 264,
14-22:1186/0 .d - ,y _
NOTES-
�G ��IS6TL't<�
+t•
1)Unbalanced floor five beds have been considered for(his design. -4 s�ONAL O
2)Ali plats are 1.5x3 MT20 unless otherwise Indicated.
3)Provide mechanical cmnecllm(by others)of buss to bearing plate M INnt(s)30.
4)This thus is designed In accordance with the 2012 International Building Code motion 2306.1 and referenced standard ANSIrrPI 1.
5)Recommend 2x8 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 31 nails. Slrongbacls to p PR.OFFSS
be attached towels at their outer ends or lesbabed by olher means.
6)CAUTION,Do not mecttruss backwards. ��5 �NGINFF9
LOAD CASE(S)Standard Q� 8722P r E
1P CV
y .OREG N
90 FA 1% �O
OS A. HEP�P
EXPIRES:06/30/2015
June 16,2015
Q WAR,,,. WlydWpnpnemeers W READ ROM ON TM AMOINOLUDEa4a7Ex REFERAMCE PAGEMW7473 rsr.Mddif56EFORE ME. Nil'wed W ue ony Wth Wak conneolda iM de0M b based 0*upon palxnelendmin.aid k Wan IndMdual bsedkp cv,npanenl.
AppacabaN of dellen pmn,s s and proem inoopo,ob of ranponenl Is or or Wc%V de4gnx-not kua dedgnor.Ira<bq il,own
e W-trot auPPort o1NtlMdni web memaelsoNy.AddaarN lenexxarybrackObkpue ilablaydudnp mmWceon b,he,efpomW®No/the
Im.Atldliwvl pemexienl b,ackpdfia ovmd d„ximee MeresponJMyoIIMbJldkq anfp,exr.Fm 9x+xN pJdanu rapmdtp MiT@k•
5able�ly lNorinaX�avarabN hm�iiwsf'bla trslllulle�761 N.L�eefpbeel.3uee 312 A�kxoPl�aOuaWy C2A�eria,ase-at and aCSl aWldln9 Ce,nPanaM 7771 GraenOagctyy
bYile 1 W
lJob NssN89 ype ly LfddNM
R4Qia16
FL1638 IYfER FOi flat T 1
Reference O poral
PxaclumMATrva Co. Bnwwn,0repm 7d3 ;V?I 2011 MRek wbuxMex,Inc.Tux Jun IB10:Sa182015 Pe0e1
IO:b7avkGry71¢BFHAy152 PyJx01_IHIOV25CBkcZZ99hk1b89MU IbBiC'ryL2yCIlz51Gz
i 1�01AAA � 1-241 1 P:Z=BI i 1-2.0 1 1-241 i+,>n 11-2-n me
Sow.-1:324
4x5= 3x5= 3x4= 3W= 104= 3W= 3x4= 3x4= 41=
1 2 3 4 5 e 7 6 9 10 1t 12 i3 14 13 to 17 18
�g
29 28 2T 28 25 24 23 22 21 20
3x4= 41= 9xB= 3x5= 3x5= 3x5= 30= 41= 3xa=
1&N
t&Lt
LOADING(Pat) SPACING- 2.0-0 CSI. DEFL. in (loo) Ydeff Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC OAS Ved(LL) -0.35 24 >856 480 MT20 220/195
TCDL 10.0 Lumbermcroase 1.00 BC 0.70 VOMM) -0.5424-25 -419 360
BCLL 0.0 Rep Stress Ina YES WB 0.67 Ha2(rL) 0.08 19 IVa n/a
SCOL S.0 Code 18C21127fP12007 (Matmc) Weight:956- FT=O%F,(Y%E
LUMBER- BRACING.
TOP CHORD 2x4 OF 24WF 2Mittel) TOPCHORD Structural wood sheathing directly applied m 6.0.0 ce purlins, except
BOT CHORD 2X4 DF 240OF 2.OE(tiel) and verllods.
WEBS 2X4 OF Stud/Std(flat) BOT CHORD Rigid railing directly applied or 10.0-0 oc bracing.
REACTIONS. pb/8&6) 19=103405.8 (min.0-1-8),29=1040/Mechenkel
FORCES. (ib)-Max.Comp./Max.Ten.-AN forces 250(lb)or leas=apt when shown.
TOP CHORD 2.3=•19631,34-1963/0,4-5--342110,5-6-342110,6-7-438710,7-8-4387/0,
- TQNrr
8-9=4852,9-104850,1011=4878M,11-12=487610,12-134378/0, ephl
p
0-14-377210,14-15—MM,15-16=-22791,16-17=-2279/0 (S OF=Y7ASf� Wye
BOT CHORD 28-29=&1046,27-211=/02751,2627 13962,25-25=014677,24-25=0/4901,2324-/4378,
22-23-4376,21-22-4378,Mil-3123,19-20 //257
WEBS 12-23=-302fO,13-22=&418,2-29=1436/0,2-28-W1260,4-28-1081/0,4-27-0/M, 7
6-27-74410,6-26=MM,8-26=39&0,11-24--275/0,12-24=52/810,17-19—ISM.
17-20=(V1317,15-20=110M,16-21=0'837,14.21=5&251,13.21=118810
NOTES- ASO ,p.49639
1)Unbalanced floor Ne keds have been considered forthla design. -S7'8R
2)AN plates are 1.5x3 MT20 unless otherwise indicated. sI�P(AL
S O
3)Refer to girder(a)for truss to truss connections. `
4)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1.
5)Rerammmd 2x6 strungbacks,wedge.spaced at 10-" =and fastened to each truss with 310d(0.131'X 3")nalls. Strongbacks to
be attached to walls at gag outer ends or restrained by other means D PR10)
6)CAUTION,Do not areal Inns backwards.
LOAD CASE(S) Standard C6 �NCyINEF9 /�2
Q� 870 2PE r
y1n ,N
�'0 ,OREG N ryZ)
9�, �'t•7 ER ��` �O
OS A. HV-,
EXPIRES:06/30/2015
June 16,2015
Q WA6aN0•VabYdxxpnpxramxbrxxnd RPAD NeifiS OIJTNS ANBWCIWEe M7EKpEFEnArICEPARESw-TlTi xay.OLfaSO16 BEFOaE U3E.
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h to. VPP«I OIwtlMtlud web memlxxxaYy.Atldibroltemp««y bock9la Huge skbaNtlulrgcamlNCXonblMnrvOnssilaydtro
.to.AtldS«wlPwmonenl braekp of Me Ovaml shuclueblromspmslbl1N o11robuEdiq tlesbMni«oeremlguldmce rego,tlhp MI(kem
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SaleN lnlamalbn avoBnbk kamirvss Pkle MMMe.]BIN.Love Shovel,$ui10312,AbmnQia.VA 22111, btaa t0a
o mss rote ypa Y Py LENNNt
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Pecec WmMraTner Co, Baavedan,Mgon ].830eJd 112014 NRTR.
1610:x:1]2018 Pepe1
ID:b7svlcGy7MFHAyiY1_%Jn0/-SUIF.2jzSaTAJkGFrBgNM W02911;g im5Cz51Gy
Zan k M5,12 tau I 1.2.0 I I 1,11.2
Sola=1:19.1
1.to:t II 3x4= 3x4 II 310= 15x3 I 3x4= 1.6x8 II
1 2 3 4 6 a 7
4
12 10 9 9x1— 8
iSx3 II
93-0 10-11-12
7-9-11
Plate Offsets IX dos]
LOADING(psf) SPACING- 2-M CSI. DEFL. In (lac) Wall Ud PLATES GRIP
TCU. 40.0 Pwes Increase 1.00 TC 0.30 Ved(LL) -0.08 8.9 >999 480 MT20 220/195
TCOL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) 413 8-9 >680 360
BCL. 0.0 Rap Sbeee lncr YES WB 0.22 WM(TL) 0.01 8 Na We
BCDL 6.0 Code ISC2012rrP12007 (Malls) vftw 5181 FT=O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.ldB1r(Iw) TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc Purlins, except
BOT CHORD 2x4 DF No.18Bb(flat) and wrtlala.
WEBS 2x4 DF Stud/W(flat) BOT CHORD Rigid calling directly applied W 10-0-0 oc braCIRg.
REACTIONS. pbl&&) 11=564/03-e (min.0-1-8).12-203IMechmIa48W27/MeMankaI
Max Gmv11=564(LC/),12-232(LC 8),B-432(LC 4)
FORCES. (b)-Max.Camp./Max.Ten.-All forces 250(Ib)w less except when shown. 'IONTO
TOP CHORD 4-5:7690.5.6=-76910 •+�.pW-
BOT CHORD 11-12=01192,10-11=0!]89,9.10=ar769,8-9-WS4 GS O'�'ArJ�ta.
WEBS 2-12=-313/0,2-11--28M.4-11=77510,6.8=-84210 yt4' G'0� .
NOTES.
I)Unbalanced flour We bads have been considered for this design.
2)Refer girder(s)far Lusa to truss connections.
3)This truss Is designed in accordance with the 2012 International Building Coda section 2306.1 and referenced standard ANSI]TPI 1. Id
4)Recommend 2x8 att"bacta,on edge,spaced at 10-0-0 oc and fastened to each truss wlh 3-104(0.131"X 31 nails. Strongbecks to "Pp ,p.4 639 Q+9-
be attached to walls at their outer ends a restrained by other means.
5)CAUTION.Do not erect truss backwards. �S�QNALG
LOAD CASE(S) Standard
��QED PR.OFFSs
�r1GINE E9 /0�9.
87022P <
N
9 �qT OR GON
�O FM@EFl -\1
OS A. Hit
EXPIRES:06/30/2015
June 16,2015
O WARMRD-VMydnen Peremoes Mat READ WM OR TW3 ARDW Wflt MSEK REFERWOE PADS IIw-TV3Yw.M"018 BEFORE USE.
Deg0pp��wpd Wom ony eeh MRek conneclan.Thin dedon a b0etl o*Mon pournst.ilmxm.ondIs loran IndMded huldY,eonpoenanl.
AM 1,of delbn poronstar,andproem Yx:m conal component h mWomlWy of bAdrW de*0 -not Yon dedgn eracky rho2m
hector. d copped otMMtlW web rremhen oNYAddlbrwl lertpooy dech910 4Pura ilabery dw8q coakuc6onh 9no mlpanebey ollM
I Mct aXon p conpolmr"o"l:"IOWA die of Yrear�alb u tl bioch4w m�W ANSVIIil Q.taty onmola.ose 899 snea MSI lwlamo ComoParo"l G6
WYInWmollon awlebio GomilusS Prole bnlilule.18110.tae Sheel3uMe 312.Abxaridnb.VA 22114. MT 109
I. 108 bad U.
So
. y
N88 ruse Type LENNM
RIO1917B
PLiaN_WPER FOS Floe 8 1
b Reference o nal
PecirO Lwneera Tmea G., ewwtlon OreBoO 7.530Ayi57Ju1112011Mnek trxkutoE3Lkrn FKotISpe CaRmcWL?m7zDo s9s1
10:07svkGy7lQeFHAyi5T Py3x01-whPdpE3Lkm_KotI6pA/3CeRmcNL9m7z0oMRJeazSlGx
SM. 1.41.2
9x8= 318= 1bILt t51Li I Ya= 318 FP= 15.3 II 15s3 II
1 2 3 4 6 6 7 9 9 10 11 12 13
Ig
22 21 22 19 to 17 18 15 14
318= 9>5= 3x4 FP= 3x0= 3x8= 15X3 II
W242
44
LOADING(paq SPACING. 2-" C81. DEFL. In (bc) I3de6 Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) .0.12 18-20 >999 480 MT20 2201195
TCDL 10.0 Lumber lncirsBEe 1.00 BC 0.49 Verl(n) -0.21 14-15 >438 360
BCLL 0.0 Rep Stress Inc, NO WB 0.64 HM(TL) 0.03 14 nla Na
SCOL 5.0 Code IBC20127PI2007 (Matrix) Weight:109b FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 OF No.18Btr(flet) TOP CHORD Structural woad sheathhp directly applied or 6-0-026 peon. except
BOT CHORD 2x4 OF No.18Btr(Rat) end ver6cab.
WEBS 2x4 OF Stud/SW(flat) BOT CHORD Rigid ceilIng directly applied w 6-0-0 co bracing.
REACTIONS. (Wsize) 14=29910.1-12 (min.(1-1-8),21=12821[15.8 (min.0.i-8),17=138%0.341 (min.0-1$)
Max UpIM14=30(LC 6)
Max Gravl4W 3(LC 5),21=1282(LC 1),17=1435(LC 4)
TOMO IF
FORCES. (b)-Mex.Co 1.2-3=.Ten.-All(20641 ,4-gb)or less except when 13-7-2 -sC,y,
TOP CHORD 1-2-1561,2.9=01563,3-4=-2081/0,4.5=206N0,6.8=-201500,8-7=2015N, bs Of.W��,�.'z+�l�� Wye
7-8-/1170,&- 01170,9-10-/1181,10.11=-851/587,11-i2=8511567
BOT CHORD 20.21.- 18-
2,1&29=0/23 , 19.OY1369,17-18-R85,11117=-58714151, e7 y O�
567MO '
WEBS 4-20-2WM,7-17-201610,7-18-W1264,&18=-25199,5-18=-419157, Oflb,
420=2808/,3-20=011244,3.21=1333/0,10-17=119410,12-14-7921194,
12-15weero 'd�+ 49639 w
a
NOTES. CAF��ISTBR�
1)Unbalanced flow Me beds have been considered forthls design. SS�UNALE�G
2)At plates are 3x4 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of buss to bearing plate at)olm(1)14.
4)This truss Is designed in eccardence with the 2012 International Suibhq Code section 2306,1 and referenced standard ANSIrrPI 1.
6)Recommend 2x6 dmngbacke,on edge,spaced al 19-0-0 ac and fastened to each truss with 3.10d(0.131'X 3y nabs. Smongbacks to O PR.OfFss
be attached to walls at their outer ends or restudied by other means.
6)CAUTION,Do not erect Was backwards. �Gj Ngl NEE /p
7)Hanger(s)or ober connection dwl*s)shell be pmldsd sufficient to support concentrated bad(s)360 to down at 0.1-8 on top chord. 9 2
The daslgNseledion of such connection device(s)Is the responsibility of others. 9
III In the LOAD CASE(S)setlbn,bads applied to the face of the truss are noted as hon!(F)or beck(e). 87022PE
LOAD CASE(S) Standard
1)Dead+Flow Lin(balanced):Lumber lnereas 1.00.Plate lnoroase 1.00 N N
Uniform Loads(pID t0 N
Vert:14-22-10.1-13=-100 7 'OJ. O.REG N IY�OI4
Concentroled'oe �) '9oOccMej_R �, P
3 A. HEP
EXPIRES:06/30/2015
June 16,2015
OWARIIIN9-Veraytlesanperemabnentl afg9 NOTES ON11es AND 3NCLNaEO MTr:x BEfERANCE PAOEYFT-05 m.0Y1VlOf6afEO�USE
PeJ9nwetlh«e onNv5lF MnekcmnxloiTM1kdeYpntrbaed mNl,pen paramelersnw.n aMhl«m1,dNi IbuOdrp camya,w,1.
APpkabary dde49n poramalen«M gopnbcarpaaaon of mrtp«lenl hrnp«a8lMyof buldn9tle99nn-nor Wsstlailgler,41416419 dmvm
hi«plmolupp«I olFdMdativobmanbas«tly.AddAbral lelry�auy WPchp lokwra tlaWhdwkq caal,ucliwhblhempaePoNN o11M1e Te!
erecta.Addllonol Pnnwnml braceq of Iheovnal simclwe 6lM1ereNlm�ontbtry d the buildtpdedpner.far amemlpddonm m9u'dn9
btrkalbn,waAlycwlraL d«o9e,defmry,aeclbnaM Machq.conwll AN51/Rli 2uoay CdaAe,O58-89aM BCL BWtlba CompmeM T17)OreenDeck Lene
SabNlnbrmalbn Owlobhe hon9al Pble Mlllula78nNLee Sheel.5W1e312.AbxaMln VA 2]311. 1Ws 109
5810
r-
�.. wee ype ERNAR
R44719fi]9
PLWV UPPER Foe Floor 11 1
_ _ Reference(,II M)
PN1c Conder B Tnv Co, Beimn owe. 1LJ0e JW 11 M14 Mnek 10"des,IN.Toe An 1610:0:19=IS Pe9et
10:67ev1edflIG!8 f1Ay15,r4�_,'PpyJ,z01-Ptz71 a4zV36B01 MWkr_VwNVZM178M
szSfGw
I-JA°--I 9"f 1�^I 1.2.e + 1.1.n1-fT 0 6No
SUM•1:92.8
4Z= S+a= 9U = Seo= 5x4= 3U= 3M= 3x4 = 44=
1 2 S 4 5 a 7 a 9 10 11 12 13 14 1S 10 17 Is 19
511}
Zo 26 27 2a 25 24 n M 21 bo
I 1ab-0
1168
LOADING(psQ SPACING- 2-0-0 CSI. DEFL N (10C) Vdan LM PLATES GRIP
TCLL 40.0 Plain increase 1.00 TC 0.63 Vert(LL) -0.37 25 >93U 480 W20 22419.5
TCOL 10.0 Larrlber Increase 1.00 BC 0.72 Vert(TL) -0.57 25 >4031 360
BCLL 0.0 Rep SVeas Inv YES WS 0.68 Horgn) 0.09 20 rVa PA
BCDL 5.0 Code IBC2012/IPI2007 (Mai Might:97 ID FT=O%F,O%E
LUMBER- BRACING-
TOP CHORD 2X4 DF 240OF 2.OE(nat) TOP CHORD Stnidwal wood sheathing directly applied or 6-0-0 oc pmsns, exospi
BOT CHORD 2X4 OF 240OF 2.0E(nat) and vatftb.
WEBS 2X4 OF Shid/Std(Ile1) BOT CHORD Rigid aalOg directly applied or 10-0-0 oc bracing.
REACTIONS. (NM2a) 20-105110.68 (MIMG-1-8).30.106SM-1-12 (min.0.1-8)
FORCES. (Ib)-Max ComplMax.Ten.-AN farces 250(to)or less except when shown.
TOP CHORD 2-3=200010,34--20000.4-5-4149310.5-6,14910,64-44980,7b=-449610, �(OTI70 p
8-9-499510.9-110-491M.lO-11-42710,11-12---02710.12-13--4475m. Ate
13-14--447610,14-15-405710,15.16=4385710,16-17=332210,17-18=-232210
BOT CHORD 29-30-0/1084.75 22-23-014475,28-29-021105.
128-&41�,2021 ,25-28-45073.24-25=W4794,
WEBS 13-24--211489.14-n-M83,2-30--146110,2.29.41285,4.28 1108!0,4-28-01945, _
6-28--7890,6-27-01808,8-27=,42410,8-26=0@0.1,12-25--901432,12-24=-W5f7,
18-20-1614)0,1&21-413",16-21--111&0,16-22.01883,15-22-15 283,
14-22--118210 A
po p 49639 q
NOTES-
1)
O7E&1)Unbalanced floor lie!sada have been considered(«this t"Ifin. Fss!ONAL G
2)All plates are 1.5x3 MT20 unless otherwise Indicated.
3)Provide mechanical cormacticn(by chase)of Innis to bearing plate at Joint(&)30. 1
4)This Vuas Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1.
5)Recommend
o walk edge.
.s raced at 1 by ocand menaleab d each Voss with&10d(0.131"%3')ne8s. ShagbetlU to ��PED PRO
be FFSi
e)cwlmoN,D9 wtereawsamaw. sae. �NGINEE9 /0.
LOAD CASE(S) Standard F
870 2PE �
in A
y9SAT.OREG N ti�Ot4N
0
ER 'k"
OS A. H rva-
EXPIRES:06/30/2015
June 16,2015
Q wewaW.Ve,aydeewepvwNIwseedAEAa WnESM M9AW MLWE0MTEx WFFMA PAMMn-7414m.@Mi 066EFMEME.
Ombn wAtl InureoNTv4b MIIWconrwtlon ihh derl9nhdew oNy upon paamobn Y1va�.antlh1uon I-.t
dadkgtomphQ
AIWlkabaryol,M M paranelan and ppooppxxlncwpwabn d conpmmt h,mPombAOY Olbuldeq tletlpnw->dl bm tled9nw.wacb0 dlvxi
h la blaml egparl d k�1tl,>d wa5mem5we onry.AtlJ11mN MmpaarybracNp Ie Noxa dabarytltvF9 centkutMn h Me rolporulniryof aye
watts.AtlAtlwnlpwnXx�ent dacha ollNawloltbctueh Meeaswnvhary of Me datagtledywr.ra 9enenX 9ebmce repor3o Te '
h>bd:albn,a»hconlml.dam9a tleMry.e>ectlonantl datk,9.mre,A ANSVIFII OvaBYOXado,DMJdand eC911Wdlna ComPeneN
7777 Menbwt Lene
SWeMhdorn,eaan owkoble kanln>u Pbta YaMh>1e 761 Ktea Skwt.3We J12.Abmndb VA 22314. 9aa 1M
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
-��L✓�,.LLIIS�-J1\13/- Center plate on joint unless x,y I� dimensions shown 1n ft-in-sixteenths Failure to Follow Could Cause Property
I F 1. J I I (Drawings not to scab)
offsets are Indicated. Damage or Personal Injury
Dimensions are in N-in-sixteenths.
Apply plates to both sides. of}RJSS 1 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal wX-tracing.Is always required. See BCSL
O T/15 s cin cxa 2, TIM bracing must be designed by an engineer.For
WEBS 4 vide truss spacing.Individual lateral braces themselves
O 4„ may require bradrg.or alternative Torl
T O Ti p0 bradrg should be considered.
u O 3. Never exceed the design boding shown and nevef
a t� V stock matedch on Inadequately braced trusses
OF r 60 4. Provide copies of this truss design to the building
For 4 x 2 Orientation,locate des[ or.erection supervisor,property owner and
plates 0-'Ag' from outside BOTTOM CHORDS all ottsa interested parties.
edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plata on each face of the of each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE1pernt anal embed/sAy.Knots and ware at Joint
required direction of Mots in AROUND THE TRUSS STARTING AT THE JOINT FARIN EST TO licalions are regulated by ANSI/M I.
Connector plates. THE LEFT.
7. Design ammo musses vol as Arn
protected from
CHORDS AND WEBS ARE IDENTNIED BY END JOINT the environment in accord with ANSVIPI 1.
Plate location details available InMTek 20/20 NUMBERS/LETTERS.
software or upon
an rerequest. 8. Unless otherwise noted,moisture content of timber
shat not exceed 19%of Nme of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unlesse cress noted.this design ts not applicable for
ICC-ES Reports: use whits Ile retardant,preservairve treated,or green lumber.
The first dimensions the plate 10.Comber is a no"frucMol consideration and Is the
4 x 4 width measured perpendicular ESR-1311,ESR-1352,FSR 1988 raponsibilyoftruss fabricator.General practice Isto
to slots.Second dimension Is ER-3907,FSR-2362,ESR-1397,ESR-32B2 camber far dead wad deflection.
the length paroW to slots. 11.Platetype,sive,orientation and location dimensions
indcafed are minimum pwing requirements.
LATERAL BRACING LOCATION 12.Lumber used shat be of the species and size.and
A� in all respects,equal to or better than that
7 Indicated by symbol shown and/or specifler1
by text in the bracing section of the ��.t�
output. Use T or I bracing t3.Top
Indicated
d annddesign. or pudns provided al
if indicated.
14.Bottom chords require lateral bracing at 10 ft.spacing,
BEARING or less,X no ceiling is installed,unless otherwise noted.
15.Connections not shown we the responsibility of others.
Indicates location where bearings
(supports)occur. icons v but I6.Do rot al of an engiter neer.truss member w Pile without pilar
j crY m 2012 MTelc®Ap Rights Reserved approval of an englnea.
reaction section indicates joint
number where bearings occur. 17.Insfoll and load vertically unless Indicated otherwise.
Min size shown 4 for crushing only.
e 18.Use of or treated lumber may poseunacceptable
environmental,health or performance risks.Consult
with
Industry Standards:
Project engineer before use.
ANSI/TPII: National Design Specification for Metal 19.Revlewol portions of this design(front,back words
Plate Connected Wood Truss Construction. and Pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. Is not sufficient.
SCSI: Building Component Safety Information, M ITe�e 20 Design assumes manufacture a accordance with
Guide to Good Practice for Handling, ANSVTPI 1 Oualy C terlo.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MTek Engineering Reference Sheet M(1-7473 rev.02/16/2015