Plans (214) 9-1/4" OPEN WEB JOIST @ 24" O.C.
F07 FOS
Q LENNAR
p FDS 2571 MULBERRY AMERICAN
F07 F05 PL13-%D MAN H
10x=014
OB FOS
OB FOS ProdU 5
PlotID Length Product Plies Net Qty
osFOS BK1 34-00-00 2X10 DF No.2 1 1
BK1 2-00-00 2x10 DF No.2 1 1
Fps BM3 8-00-00 BB01 1 2
Fos FDS BM1 7-00-00 BB01 1 2
BM2 6-00-00 BB01 1 2
Fce FOS BM4 5-00-00 BB01 1 1
FOB FOS
ALL BEAM 577.E5 P!R ARCHITECT/ENGINEER
FOS OSsuaaaw
OB FOS ACCESSORIES (IIY
OS FOS 2 X 10 OF No.2 FOR SHEAR BLOCKING 16'
DB FO SHUR BLOCKING PLACEMENT PER STRUCTURAL PLAN
FO6 OS IHVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
FOS 40 LL
15 DL
p8 FLOOR DESIGNED TD MEET OR EXCEED U480 DEFIECRON
F03
lix
_...... RMECM KiVM3
F03
i
F09 I umf�er
8A TRUSS K:OMPANr
03.
F03.
F03
f
MiTek°
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 9161676-1900 y
Re: PL13-28O_MAIN_H 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:843081433 thru R43081437
My license renewal date for the state of Oregon is June 30,2015.
Lumber design values are in accordance with ANSIITPI I section 6.3
These truss designs rely on lumber values established by others.
S I
PED PROkFss
2PE r
yfP A
'0 .0 EGON
9C FH9ER
�`S A. HEAP
EXPIRES:06/30/2015 p
October 23,2014 {
Hernandez,Marcos 6E
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the j
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/fPl 1.
MiTek'
MiTek USA, Inc.
7777 Greenback Lane
suite 109
Citrus Heights,CA,95610
Telephone 9161676-1900
Re: PL13-280_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:R43081433 thru 843081437
My license renewal date for the state of Washington is January 2,2015.
Lumber design values are in accordance with ANSUTPI I section 6.3
These truss designs rely on lumber values established by others.
�TONIO
GgS�woF W�w�G
.0�0� ffC 54� �r.�
Sy,7 E�y0
October 23,2014
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 ANSVITI 1.
5
Jab T. Truss TyptI Dry PM LFJ4Wi
RI3a14U
PItaMOJ.WhLH FO] FIDN 6 1
Pe0110 Wmeera Tn Cn, LW Osefo..Ong. 7.510 S Jul 11 M14 Wok bauddee.SM.Wed O[1 Y215, 1I=2014 Peat
ID:6Tk319xINCM575 JJZpkyMW-d/sOCaIE'/yr4yr HwdgRCEpWL_NKYJg3Hy0o33
D2a
Sib.-I F- -H M 1:30.1
i.w II
1.5x3 II 3x4= 1.561 II se7= 3x4 It 3106= 116 FP= se4= t.m3 II 3x5=
1 - 2 3 4 6 6 7 e 9 10 11 12
lata
M 19 16 17 1B 15 14 13
t.slo II 310.= 310.=be EP= s,e= 310.= 3x6= tw II
1044
19.114
We Ix D'VII ala
If
Plate Offewes X 1. -1 -14 a 0.2-0 tl .l15'0.32 Q
LOADING(Par) SPACING. 24)-0 CSI. DEFL F (lde) Poe0 ltd PLATES GRIP
MILL 40.0 plates kc 1.00 TC 0.37 Vert(LL) -0.07 14-15 >999 480 MT20 224195
TCDL 10.0 Lumber ft c 1.00 SC 0.30 Vert(it) -0.11 18-19 >M 380
BCLL 0.0 Rep Saws Inc YES VSB 0.71 HM(TL) -0.01 12 n1a rVe
SCOL 5.0 Code tSC2012rrP12007 (M") weight:85 E FT:O%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF NO.18BIr(naq TOP CHORD Structural wood sheathing directly applied or 6400 oc palns, except
BOT CHORD 2x4 DF Na.18BIrpIW and vertkeb.
WEBS 2x4 DF Stud/Std(flat) BOT CHORD RlgW calling diecty applied or 6-0.0 oc bracing.
REACTIONS. (lb/she) 1=41410$-0 (min.0.1-0),16-13491 (min.(M-0),12414/0.6-0 (Mn.0.1-8)
Max Gray 1460(LC 3),16.7349(LC 1),12-461(LC 4)
FORCES. (e)-Max.CanpJMax.Ten.-AN farces 250(p)or less except when shovel. -a-Tnwrn A-
TOP CHORD 1-2=12980,2-3-129NN1,3.4=-1106885,43=11051285,52.0//899,0.7-WI"9,
7-6=IIID/2Bs.ea--111a2e5.a10--111wm5.7a11--129ao,11-1n1z9mg bS oFwAs
BOT CHORD 18-19=10/1511,77-18�-8120,1&1hAl2A,1&18�-810/0,14-15�BII512 G !�4' 0�,
WEBS 1-19WH341,2-19=263A,3-16-,MIO.5-180/1395,616134287,12-140/7341, y _ 0�
11-14-252/0,10.15•-57710,7-15=GH392,7-16-134&0
NOTES.
1)Unbalanced floor hive loads have been considered fa0ds design. 4 49639 [�
2)This truss Is dealt ned in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1. '>' $ p W
3)Recommend 2x6 slrongbecks,on edge,spaced at 100-0 mend fastened to each truss with 340d(0.131"X X)nails. Strongbactro to
be attached to wage at their outer ends or mstrslned by other means. S,q/ON�E�IO
4)Gap between Inside of lop dead bearing and Iket diagonal or vertical web shelf not exceed 0.5001n.
5)CAUTION,Do not erect truss backwards.
LOAD CASES) Standard P
E:
GI s/oy9
870 2PE r
(D
y �`0 OREGO ryo �N
�O FMBER
�S A. HV
EXPIRES:06/30/2015
October 23,2014
0 NMNIM4trilydeilgn 7anNaNn and REA6 lATESONTNISANOIA111NE0 HIIEKREEEREAUl MGENII.1417 n0.1/!9/1011 NfdIE1RE
Oellgnvalld
Its.."h Wei,..W;.hit dedon b boredo*upon pmmratee Y.mal I,IvanyMlJdpal buldhg omr .I.
Applkablyolde4an pammetet arld pmpwlncopma 0a rwtrl b rommrbMy d IcAdbe tkuljw-not Nva ds4cmr.6roc1ro 9y+wn
It kelowd appal of Indf web nwrnben mly.AmMwI Ixnt m boxing blmmedabalY k*Q caublclbn Is bemWp lv Wile,
.kw.AaITe
IalrlcalM gw4y<arMd,dmape,deP.ery.erection and bracla.mmeuH ANSVI7il QwMy Craeft 05129 and SCSI leading Compenenl 7777 creeroera rano,Sdu 108
Hfetyln nMtn tn,�,molclet bxn7wu Mie a Me.An LWUreet,SA*31ZAle0t�20dllo.VA M14.
M111. CMn HNgNs,CA 95e1e
1
Job 7ruea Truss Type Oly P LENNNt
P4n0914a1
Job- 0_kUel_H FDI Flaw 1 1
P•eYle WmearaTmsa Co., Lake Oawpa,Oreaw ].mb.12014 Atil
reJ4 Inc.Wee Oa 2216a1:2e2014 pawl
ID:BTk319xiNCMS]SMJJZpky9Nkv6JDlIGOM_J4 Wh_IBD'c4MNGDPWypOXYHaEr{yGo32
osa
1-11.e ,� 1-2J 1 2.ao 1 �
Sais�l:Zlb
_ ax4 II axs= 1.5x3 II nX4= 1.bb II axs=
2 3 4 6 9 7
12 10 9 e
t.5la II a,i= ae= ani= t.5a II
2-104
sed (�oe4 ?1J a ala Dae
0.1J
Piste ORaels O(.YI- r1:0.1-8.EdoeL f3: -I-B.Ednl r7-D-".Edael
LOADING(psf) SPACING- 24)-0 CSI. DEFL. In (loc) gdae L/0 PLATES GRIP
TCU. 40.0 Plata Increase 1.00 TC 0.36 Vn(LL) -0.07 9.10 -999 480 MT20 224195
TCDL 10.0 Lumber increase 1.00 SC 0.31 Ved(TL) -0.12 9-10 -999 360
BCU_ 0.0 Rep Seen Ina YES VsB 0.70 Hol2(TL) -0.01 7 We We
BCDL 5.0 Code IBC20127TP12007 (maw) Weight:531t1 ET-0%F,0%E
LUMBER- BRACING-
TOP CHORD 20 OF No.18Btr(Bet) TOP CHORD Sbuctaal wood sheathing directly applied or S."oc poen, except
BOTCHORD 2X4 DF No.1eBb(flad) and vertlWs.
WEBS 20 DF StW/SW(fW) SOT CHORD RlgN wnh g dYec*apptled w 10-0-0 W braclnp, Except:
640.0oc bracing:10-11.
REACTIONS. MMM) 11-108400-IA (Mn.0.1-8),1=179/0-8-0 (min.0.1.8),748710.8.0(Min.
Max Uplift I -26S(LC 4)
Max Bon 11=1084(LC 1),1-38(LC 3),7469(LC 4)
agONIO
FORCES. D -Max.Compl-3=,Tan. , ll 3-forces 250Vb)4-5 1lase except When),6.7 N
TOP CHORD 1-"1054.2-3 1055,9-4 118900,4-5><-118900,54{<-1929/0,a-7=132800 pts OF-W
BOTCHORD 9.10-W1666
WEBS 1-11=1(191/7.7-90/1371.6-9-26210.5.10=,397/0.3-10-011234.3-11=121110 y - �0
NOTES-
1)Unbalanced floor We loads have been considered for this design.
2)This buss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. Al a
3)RecatarNnd 2x6 stmngbactu,an edge,spaced at 10-0.0 oc rid faateced W eaM totes wkh 3-t0d(0.131"X 3')nabs. Strongbadce to 'A ,p.49639 Q
be attached lowa9s at their outer ands or restrained by oOrcr lne9na .b OIST131L
4)Gap between Inside of top chord beaMg and fend diagonal or vertical web shall not exceed 0.500kn. SS (1
5)CAUTION,Do not erect Was backwards. CONAL
LOAD CASE(S) Standard
D PRO
GINE FFESS
Or 870 2PE r
N
y OREGO
AMBER �O
OS A. HEP�P
EXPIRES:06/30/2015
October 23,2014
Q WARNIAO-Yenirderip47YsmeenW 9FADN77ESON rNISAIA flA1s/E0 NIIIX9EEEREMF➢AOEN7f-IJl3 ns 1/l9/I911 RW71AL
De+lan laid brwgW MM MlrakconnMon ibadrgnx0asee aN:Wm PwamHenllYvxx uM 6 bran MNdualiwMM<mpwmnl.
aPPbaMkh tl eaePrpomm•I•e aM ProP•rh,avpvae0n ormnpwmnl hrrPamNah tlbusd�YAedDlw-M Mm4etlpnr.NaaliY dwwl
b b btertl wJyoi o1hNNpmllwb members oNy.4ddaoml lenpwwy bmch0 to Ymx•1labryduhY cae0hucaon h M mgombeh of Me
emabr.Ad6lblltl PennonenlbmtlYdale weld dmcMeh tlmrmpwmwhdllw Mi6YC&edmrDM41 dlWNw inaComp Ilek'
Ndbaew.9uNhcanlroL�omo..aNwy.weaaan w,a braciY,mma ANNnm ower ciedq osear me ecsl ewelm temP•nmt >mareme.cx tan.,aid tw
I(SboulnNa rm�aq wbN•I�aOKM•Oh A:.l��niu:v�Jw.e�tlwl Gtr/Ol/ �AI�SCN. Cour 1lelens.G 95610
Jot) Truss Tnm.Type Div PN IFINAR
alweuss
PLIYZaO WN H Fay Flee/ 19 1
P.cM[Wmha4Truaa Cv., Lelm Oa ..Orryn >.ab.Je 11 Z01tMR.k M0uYN51. wed OY E 15:313]2014 Paael
ID: I MxINCM575r1NJJZpkyMkv6JDb0Daf J4Vvh_I801o891 MD9JyoyXYHaEayQW2
Obe
H1 200 I ,a1 I-1- --1 Scale-134.4
JJb=
_ 151L1 II 3x1= 1.5.3 11 are= be= 1.w 11 3x9 FP= 1.6x3 It 3M= Izel II
1 2 3 4 5 a 7 e a 10 11 12
la
20 Is 1e 17 1 15 U 1
1.9x3 II sat= be FP= aa5= 41= 0x6= 3x1=
ale
(
Y`
i
9-40 Q 960
Ptae OReeta fX V7- It'41-B.Edoe1 (642-11 Edae1.18'0.7-12 FAael I75'Q2-12 Edael (18'0.1-12 E� 1 I18'O-�J Edoel
LOADING(pan SPACING- 2-0-0 -[--CSI. DER. In (hoc) Man Ud PLATES GRIP
TCLL 40.0 Plates looease 1.00 TC 0.37 VeVert(LL) -0.0616-19 >9B8 480 AUM 220/195
TCDL 10.0 Lumber Increase, 1.00 BC 0.29 VeR(TL) -0.1018-19 >899 380
BCLL OA SB Rep Seen Ina VES V 0.73 Ho¢(TL) -0.01 13 Ne Na
BCDL 5.0 Code IBC2012/rP12007 (Ma9h) Might:83 lb FT=G%F,G%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1aBtr(fIM) TOP CHORD Structural wood sheathing directly applied or 8400 oc pails, except
BOT CHORD 2x4 DF No.188tr(Mq end vedkats.
WEBS 2x4 OF She/Std(fid) BOT CHORD Rigid calling directly applied or 800 oc bracing.
REACTIONS. (lbMyxe) 1-402(0.8.0 (min.0.48),18.1314640 (min.0.12),134410/0.2-0 (min.0.12)
Mm[Gmv 1-/48(LC 3),18=1314(1.01),13=455(LC 4)
FORCES. (01)-Max.CampAA=.Ten.-AD forty 250(lb)or less except when slevm. -�yTpNIO p_
TOP CHORD 1-2=-125300,2-3--125310,3-4 -9811298.42--981(299,bb-0/1798,6-7=-731704.
7-8-751`703,11-9-767M,0-10=160M,10-11=-1508/0
BOT CHORD 1&19=1911424,IMS--83700,1917=83710,1618--174810,14-15=-24911131,
1314=/1120 F1' Cep d
WEBS 8-18=28700,1-19=0/1293,2-19--25310.318=-81400,5-1B=/1430,5.18--1128th, y _ 'y V1
11-13w-117410.11-14-44/406,9-14-01545,9-16-125=.0-15=/1370
NOTES- ,0 ,ir
1)Unbalanced floor We bads We been coneldered for this design. �O F,Q .49639 4
2)Provide mechanical connection(by otters)of truss b bearing plate at)obt(s)13. . OISTBR
3)This truss Is designed In accordance with Ge 2012 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. �s`rlONAL G
4)Recommend 2x8 strongbacks,w edge,spaced at 104-0 oc and fastened to each truss with 3-1 Do(0.131'X 3")nets. Strongbecks to
be attached towels at their outer ends or restrained by other means.
5)Gap between Inside of top chord bearing and rat diagonal or vertical web sha0 not exceed O.50DIn.
6)CAUTION,Do ret erect truss backwards. �PEp PROFp
LOAD CASE(S) Standard �Cb �NGINEF9 s/02
2�
870 2PE
U1 IV
y �-0 OREG N
90 EMBER NN �O
OS A. HEP�P
EXPIRES:06/30/2015
October 23,2014
Q WAa7 M-Y.rydaup jurao.m edRM MESON WSAN0 IM IME9 NIMMKISUMU AWENII.1413 ms I/25/10I4 BBgxflbE
[edamv Kd bar um arty With Mnakcameelaa.mhwrgn Is I,o tlo*upon crvmel.dwVntair h branIr,tlMtludbuidlrwcorttwnenl.
APPdcatAly 0fdmlgn Para "0x1 pope,k,ce,pamdan of cumpolenthraponrb111y01buldlw Cedaner-rel Irvo detlpner.Brach,ahovm
h d appal of hdMWdvmbmerMe,s only.Atldlbntl Nnpomry bra[yw to Nwre alaHlytlwhw<omlmcaon h Me rerpandOaN d the
e,.Ior.I«.Atldxoaol pemYnenl lxocyq dmeawmu dmcnxehmarelpprvbglydthbWAq wean..Ear ae,vra Wdana•r.ealdaw [Tek'
bbkatl aflt aonhot aiavpe,defray.eradM oral lxocFluel, l Am91MI VACeew.0.c6A9 vntl aC3laWena Cvmpm.N 7M 0r.YlhYk kw,Sues 109
tl SoAuah,Me SM=.b.,1 N<Me J..d.u,n col..,.alms a8eNw 06101/b10 133by AESt4 0srlY Nelprd40105x10 1
,
Jab True. TM33 Type Oly Ply LENNAR
1043091496
PL13-210_MNN_H F00 Fbbr 14 1
P.cxb Lumber&Tmas Co.. LAm ommao,0,.pan T.690 aJu1112011 MR.t Ndu.N.AIrc.Wad Od231571]x2014 Pmm1
ID:6TId1I9xtNCM575.MJJ2pky9Nkv-eV_zdkbHWCNOKYPJOi5VMTdLLrEAp YnaAy0o31
I1-2-0-1
Stale-1:55.7
1.w II
tabs II 30= 1.6x3 II 3x4= 1.6x3 II s16= am= are FP= 3x4= 1.6x3 I w=
q,(( 1 2 3 4 a e 7 6 p 10 11 12
9 Ie�
19 to 17 15 14 13
3x1= 918= ser m= 4a= secs= 3ia= 9xn= 1Jdb1 11
1000 0.-0 0.7-00as,
60.-0 e 7 -0 e 1261-0 5' 6'0.
LOADING(Pat) SPACING. 240 CSL DEFL. In (toe) Vdae L/d PLATES GRIP )
TCU. 40.0 PMas Increase 1.00 TC 0.39 VarkU) -0.0714-15 P909 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.1114-15 >999 360
BCU- 0.0 Rap Stress Ina YES WB 0.79 Horz(TL) 0.01 18 rule No
SCOL 5.0 Code IBC2012/rP12007 (Mabbt) Weight:85 lb FT-0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 DF No.IBBt!(flet) TOP CHORD Structural wood sheathing directly applied a 6-0-0 x Patine, azaept
BOT CHORD 2x4 DF No.IABu(00t) and Verticals.
WEBS 2x4 OF StudI SM(1M) BOT CHORD Rigid cai6np directly applied or 640 oc bracing.
REACTIONS. (D/alze) 2042010-2-0 (min.0-1-0),12-41400-60 (min.0.1-0),1"3470-"(min.0.1-0)
Max Grav 20=487(LC 3),12460(LC 4),16=1347(LC 1)
FORCES. (b)-Max.CMPJMax.Ten.-ARfaee32500b)"Wue ptwhen*w . -iy(ONIO p_
TOP CHORD 2-3=158210,3-4m-158210,4-5=-219887,5-0=-21SM87,6-7=0/1869,7-8=-1103276, Fa'
8-9=-11031276.9-10-1103(276.1011--129610.11-12--12960 ba' af.W�sy� �y
BOT CHORD 19-20=(11163,18-19=-237/1235,17-18=237/1235,10.17--18284],15.16=-803/ ,
14-15=an507 - 0
WEBS 016--72710,2-20.-121610,2-19=-40440,4.19-MI8,4-17--122310,6-17-0/1560,
12-14+41337,1 t-14e-25210.10-15=57710,7-15=0/1394,7-18=-131510
1)Unbalarlced floor flue beds have been ow Mared for this design. AgtO ,p 49639 4a
2)Provide mechanical connection(by others)or Wee M beaming Weft at jokg(s)20. A 7fST81L
3)This thus 1s designed In accordance with he 2012 International Bdwng Code section 2346.1 and references standard ANSVIP11. ;Sp40 AL O
4)Recommend 0x6 drongbacks,wedge.spaced at 1040 oo and fastened to each truss with 3-104(0.131•x 3•)new. Strungbxts a
be attached to weft at their outer ands a restrained by agar meets.
5)Gap between 1n"or rep chord bearing and teat di goal ca medical web shall tat exceed 0.500111.
6)CAUTION,Do not erect truss becimeds. ��PEp PR.OFFSs
LOAD CASE(S) Standard �p1GINE�c9 /
�
$7y/ r
yUL w
m`0j, OREG N
90 EMBER ",
OS A. Hv
EXPIRES:06/30/2015
October 23,2014
camber mARr1arA9beermekm .3yh mAmok a 1a,IN,d mdb MfsANDtlrM7.durenxPrnlIXanel.dbbomePAearref
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labrka6erx gooey mntml9maW,Ww.ry.areclbnarltl Cracpp arwa AN6NII10mbey CAmb.Dae-0faM pUlpeWbp C.apponaN »»atenb.tlt Ww,supela0
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Job Tmu Trus.Type Dy Py 1a5N9R
M]OB143
PL112B0 MAN_H FOT Floor J 1
P9chk WmbxsTvaa Gx, "Me Owmw.Or9,on 7.53093r 11 W14 MRek Td"ft..Im.wed Od 22+5:31252014 Papel
ID:ar IMNCM575 JJZpkyBNkv-2hYLg4byW2MEwHR` W7gdFJ3N61+EOhgp0bHKq yQo30
+-z-a 2-0-0 I ra"
Spur=1:17.7
1.Iw It 3X5= 1.610 II 3xl= tbrJ II
2 3 4 6 e
,et =
�= 1.W !
_ a+-
9-7-0 oe-e
Plate Offsets MY1- 18:0-1-0 Edoet I11'0-2-4.Edael
LOADING(pn0 SPACING- 2-0-0 c31. DEFL. in goe) Wall L/d PLATES GRIP
TCLL 40.0 PMIS,anneals 1.00 TC 0.27 Ver(LL) .0.08 &9 >999 480 MT20 2201195
TCDL 10.0 Lumber Increase 1.00 BC 0.39 Verl(TL) -0.0 &9 >818 360
BCLL 0.0 Rep She„kw YES NB 0.83 Horz(TL) -0.00 6 Na rds
BCDL 6.0 Code IBC20+27rP12007 (malfix) WeIpM:42E FT-O%F,O%E I !,
LUMBER- BRACING-
TOP CHORD 2X4DFNo./8Bh(IW) TOPCHORD Structure!Wood,hea0lhlp directly applied or 6-0-0 oc purl+s, except
BOTCHORD 2MOFNOA&Bh(Rat) and varlleals.
WEBS 2x4 OF Slud/Std(Ilet) BOT CHORD Rigid calling directly applied a 10.0-0oc bracing.
REACTIONS. (Ib/she) 6-53W46-0 (MN.af-e),10=54M2-0(min.(M-B)
FORCES. Ob)-Max.CarpJMax.Ten.-AB faces 250(ro)a Mss uz pt when shown.
TOP CHORD 2-3-1898!0,3-4-10990,4-6-168410,641-166410 0eTONIO p�
BUT CHORD 9-10%5,S-9•xMS) -'C,p
NESS 8-8-41836.5.8•-25110.4a--48M.2-9=MW.2-10 -107110 ps p4 w `7'
P O
NOTES.
i)PT1wde mechanical caaectton(br others)of was to berkg Pette efJoints)10.
2)This wee M designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
3)Recommend 2x8 alrongbeas,on odge,spaced at 104-0 co and Mderled to each Mise wllh 3.10d(0.131"X 3")nalM. Sbmpbacks to
be attached to"Is at their outer ends or restrained by other means. A
.49639
4)Gap between wide atop chmd bearing and Ord diagonal or vemoal web shall not aXdead O.Swn. Po p
5)CAUTION,Do not erect Mise backwards. p �GrsT
LOAD CASE(S) Standard �SS'ONAL.
ED PR.oc6.
��\y �NGIN6F9
87022PE
(n a
y �.0 0 EG N
90 EMBER
EXPIRES:06/30/2015
October 23,2014
AwARme9-ysril gas//amide&.WRFA MMSOMWISAN)INoWEOMMKOETMCrBGEHII-74Brt%1/79/]014MKIRE9SE
Dedpn wild b um mw v.Bh MTek mnn TM dsdp hbroad ord7 upon .fsndaran.end h ban hid .l !,MkV,onpawnl. �■
APF1cob6ryofdmlpnpe,amelenaM=papwlncorpaoran M ranpomnl h isp lily ofbN Wdcd9mr-nof Inas CeslWw.Bwh,p Blown
hlerloleralsuppedelhd'Mdwlwehmembersw*.Addllerpllampaayh giro InaasloHrydu4pcwahucxenhIMmge Wyofthe
.W.AtldHbwlpwmonenl aednodme owree al,vchrekme re>aommXrydwwFm,a d.dpmcForoemla awmce repadkq Tek
merk:alkn mallhconva rtaapa.ayw.emcllonold brochq.mwa ABJVIIflgway ClMtiv.DSe-e9 and,CSl,Wltlwa Compenanl Tm W9eraaok lam,&M+oe
Ila3euyin:rn„iha,.'ISPIw,n�hM..ehw�n:a ti:d nw:,m�:::�u5m.�.liekiacdri106/OfIWuu14. cw llegnu.cA.vsafo
NMAR
13-1/2"OPEN WEB JOIST 0 24" O.C. n Nu1eERRr AMERICAN
1.13.280UPPFR
erzot
Products
PlotlD Length Product Plies Net Qty
BM7 20-00-00 3 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
BMB 20-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM3 21-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
RMI 3840-00 2X14 DF#2&BTR 1 1
RMI 19-00-00 2X14 DF#2&BTR 1 1
BM5 17-00-00 2X14 DF#2&BTR 2 2
RM1 13-00-00 2X14 DF#2&BTR 1 2
BK1 12-00-00 2X14 DF#2&BTR 1 1
BM9 12-00-00 2X14 DF#2&BTR 2 2
BM2 940-00 2X14 DF#2&BTR 1 1
BM1 B-00-00 2X14 DF#2&BTR 1 1
RM1 B-00-00 2X14DF#2&BTR 1 1
---------- - -- -- BM10 7-00-00 2X14 DF#2 8,BTR 1 1
BM8 5-00-00 2X14 DF#2&BTR 2 2
BM4 4-00-00 2X14 OF#2&BTR 1 1
III I
nl
!I ALL BEAM STIES PER ARCHITECT/ENGINEER
u I
II
Ip a NR
" eow
I ilii � 2 ACCESSORIEIE S QTY
III LL ili ♦ US414 31
UJ212 1 I
lu 2%14 OF i2BBTR FOR SHEAR BLOCKING 30'
2x6 OF i2BBTR FOR RIBBON 36'
I In HU214-2 3
® III HUC212.2
1
I ul 1
I -- --' -- '--- SHEAR BLOCKING MACEMENf PER STRUCNRAL PIAN
HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDEONLY.
W
40 LL
15 DL
u LL __ R DESIGNED TO MEET OR EXCEED V480 DEFLECnON CRITERI
I _ — -- _
I
I
JOIST WITH RIBBON
M I I
Pacifi umber
----------------------,-- -- - & TRUSS T4 COMPANY
tlN1T "
NNA0. \-
13-1/2"OPEN WEB JOIST® 24"O.C.
1 MULBERRY AMERICAN
L13-260
162015
Products
PlotlD Length Product Plies Net Qty
BM7 20-00-00 3 1/2"x 12"Glulam(1.BE 24F-V4 DF/DF) 1 1
j BMS 20-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
j BM3 21-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 OF/DF) 1 1
RM1 36-00-00 2X14 OF#2&BTR 1 1
RM1 19.00-00 2X14 OF#2&BTR 1 1
BMS 17-00-00 2X14 OF#2&BTR 2 2
RM1 13-00-00 2X14 OF#2&BTR 1 2
BK1 12-OMO 2X14 OF#2&BTR 1 1
BM9 12-00-00 2X14 OF#2&BTR 2 2
BM2 9-00.00 2X14 OF#2&BTR 1 1
BM1 8-00-00 2X14 OF 02&BTR 1 1
RM1 8-00.00 2X14 OF#2&BTR 1 1
RONBM10 7-00-00 2X14 OF#2&BTR 1 1
---------- -----"--------__= BM8 5-00.00 2X14 OF#2&BTR 2 2
® BM4 4-00-00 2X14 OF#2&BTR 1 1
ALL BGM Sr2 PER ARCMSTECT/ENGINEER
6K1.RGORNG
t-NN
ACCESSORIES QTY
WS414 31
LL LL LL LL 0 W212 1
LL 2x14 DF♦286TR FOR SHEAR BLDOCING 30'
2x6 DF 62BBTR FOR RIBBON 36'
HU214-2 3
HUM12-2 1
E�1
SHEAR BLOCKING PLACEMENT PER STRUCTURAL PUN
MVAC DIAGRAM ON UYOUT IS A GENERAL GUIDE ONLY.
40 LL
15 DL
FffOR DESIGNED TO MEET OR EXCEED 4460 DEFLECRON CRITERIA
i
LL A JOIST WITH RIBBON
I i
D _ PacU S umber
8.
TRUSS V# COMPANY
------------- -
MiTek'
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heghts,CA,95610
Telephone 9161676-1900
Re: PL13-2BO 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:844739269 thru R44739274
My license renewal date for the state of Oregon is June 30,2015.
Lumber design values are in accordance with ANSVTPI 1 section 6.3
These truss designs rely on lumber values established by others.
0 PROFESS
�NGINE�9 /02
0 2PE
yN A
SAT OREGON !tip <UN
FMBES
HEP�P
EXPIRES:06/30/2015
June 18,2015
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.
1
MiTek®
MITek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 916876-1900
Re: PL13-280_UPPER Fax 9161676-1909
LENNAR
s
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:R44739269 thru R44739274
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. g
tl
,TONIO )
GQ�QOF W o `,
_ N
49639 Wa
O•gs Fsis7��b�'
June 18,2015
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 ANSIITPI 1.
.bb NSS TMSS Type Div
R14i99289
PL1S200_UPMR M, FLOOR 1 1
Reference b11M
PNa:WmbrATrvas Co, 9esvMm.Olseen 7"sJ 112014MITk RDID:OBLKKEepN1FZ17gvhOMVBPVDWtlluFCJuUn WC9Ja4?eYl
z53KE
51.6
H I 2xn I 1.1M I
6mM=1:02.6
1.5.3 I
1Ax9= sa1= ta,n II sx4= 1.sxa II sm= sx4= 1.5x9 II 3x1= lslo II
1 2 3 4 5 6 7 B 9 10
�ta 14
to 16 13 12 11 1
M= 3x10= 9re= i. II 5x1= 3x4=
12-7-12 I 14+4
LOADING(psf) SPACING- 2-" CSI. DEFL. In (bc) Well Lid PLATES GRIP
TCLL 40.0 Platte Increase 1.00 TC 0.49 Ven(LL) -0.07 1516 >999 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.30 VMM) -0.14 16.17 >999 380
BCU. 0.0 Rep Stress Ina YES WE 0.75 Hoa(TL) 0.02 11 No Na
BCDL 5.0 Code I8C2012rrPI2007 (Matrix) Weight:85 lb FT=G%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 OF No.taBtr(W TOP CHORD Structural Hood sheathing directly applied or 8-00 oc purlins, except
BOTCHORD 2x4 OF No.16Btr(W end varlkah.
WEBS 2X4 OF Stud/Sll(Ileq BOT CHORD Rigid chip directly applied or 6-0.0 oc bracing.
REACTIONS. (b/slz,) 17-61110-58 (min.0-1-8),14=1203/0-4-0 (man.0-1-8),11-214/MeChankel
Max UpIM11-38(LC 3)
Meat Grav17.615(LC 8),14-1203(LC 1),11-313(LC 4)
aTOMO I
FORCES. (m)-Mex.CanplMaX.Tan.-NI brae 250(Ib)crime azcepl when shown.
TOP CHORD 23=180810,3-4=18040,45-621M,56-8210,&7eO1818,7-0.340!415, �S p4-w��1(� '✓y
8-9=-3401415 C3 R� CT ry
BOTCHORD 16-17-017293,1578=31547,1415+-818Po,1&141i15 40,12-13-,1151340, �y — Ox
11-12-2001482
WEBS 514=78110,2-17•-1377/0,2-18.01554,4-16-0!307,415=-102810.6-15.0/1488, '
7-14=BSSA,�11�518/215,&12--42810
NOTES. PO k P.49639 w�
1)Unbalanced floor We bads have been conslaered for OdAe design. t3/Sf84.,a
2)Refer to gtrder(s)for truss to truss connections. �SSIOPIAL YA G
3)This buss Is designed In accordance with the 2012 International Building Cade section 2306.1 and referenced standard ANSUTPI 1.
4)Recannand 2x8 strolpbacks,an edge,spaced at 1040 oc and fattened to each buss with 3-10d(0.131"X 3")nails. Strongbacks to
be allaclad to was at their outer ends or restrained by other means.
5)CAUTION,De not Mea was badnvards p PR.OFFSS
LOAD CASE(S)Staldeld �NGI N16 /Qy9
e 87022PE
U) C
O.REG N rye y4�
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EXPIRES:06/30/2015
June 18,2015
Q wAaMKo.vdy4wgnPaalwlaea,dllFAa7ar6s ox 17asAxeacLuo69a7r3n aEFERANa6PA0EMaine M.e7numaeeroas use
peyy,Sv{!buv arJrwBl,Allfakmn,eclx M de,hr,b bmetl W74m p.m�hn,M1own vtlt IvanY�bW Wathe CO/roSlta�l.
AppOcabar dwda,pa,anslenand I+ePertH•ppaeh+ndcmpa�ent klMpombalyalbJdrp ded9ror-rot Mm deYp,er,aa<lp Ywvm
b W Mad nppM d hWkMd web rt,en4arr Ord/.Ad6eaal IenpaW 4ochp to ircu,e alalaaydubp canshcbn t On,esaasa,ary of Ifr
er«la.Addlbrd pamnrwd GackW of lheoveml drvchxeepa relpor�alydlM b,Liq deilp,e,.Fw aerwM pWdmlcer yadh0 ITB "
faWkelbn quuily canboLderaaTmtM le aecibn 78th Les$ el.Sul AR31/IN10uoVA CMMe,D]I a9 end aCil auMhp Cemponenl 7r7r laaeMak Lena
SglaH hlomwaon avdbhb hani,wx Pale hlHlVk.)91R1ee34eeL 5ulle312 AbranWlo.VA 2U14. eWete9
TM"
Truce Type N LPNIAR
fl44—
PLIy2s0lipER Fat FLOIXt a i
Jab Ret11=4 o gantl
Pedec LwMeraTweCe., aewMm,Orem zmhOLW112-1LkSSbwsKV4 vDJ IN An 4mKOoEe 0pA1:ISpbF Peost
ID:OIAILNKEepN1F217gzmh0lAJBP.18-N keSbwaKV/YvOJddmKeaEnwg53HSpbF1AHI0Jz53KA
r 1.2-0 1 1.2.0 I 0.1o.12 I 2.a0 1
Scale:P=T
sew=
1t.b3 II 2 31.510 It 4 as= 51. II
ern II ale=
e B 7 e I
aro 3x4
&212
0.9.'12 1
LOADING SPACING- 240-0 CSI. DEFL In (ktc) gdeS Ud PLATES GRIP
TCLL 40.0 PWss Increase 1.00 TC 0.22 Velt(LL) -0.03 6-7 >999 480 MT20 22(1/195
TCDL 10.0 Lumbar Increase 1.00 SC 010 Verl(TL) -0.06 8-7 -999 360
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 6 rve I"
BCDL 5.0 Cade IBC20127fP12007 (MSMs) Weight 20b FT=D%F,0%E
LUMBER- BRACING-
TOP CHORD 2x4 DF No.15Btr(flag TOP CHORD Structural good sheathing directly applied or 6b0 oc pinna, except
BOTCHORD 2x4 OF 140.15Btr(ne0 and verticals.
WEBS 20 OF StudlStd(nat) BOT CHORD Rigid calling directly apptled or 10.0.0 ac bracing.
REACTIONS. (Ibysbe) 9=3381Mechanbal,6=9361Mechafdcai
FORCES. (b)-Mex.CampJMax.Ten.-Al faces 250(m)a less except when shown. I
TOP CHORD 2-3-43610.3-4-436M y 14107 I
BOT CHORD 8.9 1436.7-8-014138,5-7=015412 p. I
WEBS 2-9=-55110,4-0--582/0 GAS QOF;WA Q- I
R oT
NOTES T[1
1)Unbalancedfloor for bads in been considered dfer mN design.
y > G2 N
2)Refs to girder(s)for nuns to trues ccrnectlme.
3)This truss Is designed In aaardaflce with the 2012 International Building Code section 2306.1 and referenced standard ANSIMI 1,
4)Reconvnend 2x8 strongbacks,wedge,spaced al 10-0.0 cc and fastened touch truss wkh 340d(0.131"X 3")nalis. Strongbacks to Al
be sltached to wells at their outer ends or restrained by ogler means. 'p0 k .49639 Q�
Ap, L'OISI'B1L '
LOAD CASE(S) Standard SS/ANAL. yy
C
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FFss
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870 2PE r
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EXPIRES:06/30/2015
June 18,2015
QWARMNa-VaaY 6Ypnperamelm en4 RflaaaiEe aNT/p3 Anda IRCLYela MlEx RIPERAMCI PACEM-)II]m.sYlYlOfee!/ORE USE.
aellpn valM M um mNtNlh Mnexconneclm.lM dmbn k bored wSy uponpammelen Chown,and k loran NdlvkNr31 bWtap<mlpprwnt.
Applaahalloldeppn poranwlwf wig praperkx:wpaaponof canwonenl krotpmf019yo1 lw9dlp dapper-poi Iwo tlellpnx.ara9na dump
kMbbrol WPPod ofYWNdialwebmembenoNy.Adellbml lenpwary bra�pb Nunn.mbaN daaq coralrucllon saw mpondMONol the Too
eleclw.MdleomlpemwnantGxlnp of ikeawml Un¢lurekitrerolpowlberydlhe bNOtrlp dea>na.forpmed IICSIuildigCovanp 10k
berkatkm g�on canimteompTm%M tofmgWla MI b,L :Skc.M AN1Ufm wmAM14. ba-et and OCel eaWep calem.m »7lareeMeek tJ110
ssleN Iniwmptlm aweows awn irvo 1ble ImtlNle.)01 N.LeaSheet.SW e312 Alomr,dh VA 22114. BW 1 W
jJob Trus.Typety IFNNAR
R14Aa271
PL1Sxd0 UPPER FOJ FLOOR p 1
Job Relemnca IaotionMl �ss�� pPepp
peMbLemhera Twu Co., Bonanm,orcpon ID:WhLI00:epN1FZ77q s tMyBPJeNMIl19aUJµ0%iNugeTrNBRJIRVJ4pB810Fglrhl5 R9
pan ts4 11 >.an I x.ao W
Scale.129.9
sz4= t.sx3 II
tSKJ II 316= 15x3 II t5Y1 II sxe= 1Sx3 II 3e5= tsra=
x 3 4 5 a 7 e 9
to l4
15 14 13 C tt
3x1= W= 14= 1.k0
156-1
Plate Offfieft Ix
h Ixss I
LOADING(Pat) SPACING- 24-0 CSI. DEFL. N (bo) Well IAt PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.20 13-14 >929 480 Affm 220x195
TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.31 13-14 >596 360
BCLL 0.0 Rep Sam Ina YES YYB 0.60 HorAn) 0.05 10 Ns nfa
BCDL 5.0 Code ISC2012rrP12007 (Mablx) Weight:70 lb FT-C%F,O%E
LUMBER- BRACING-
TOP CHORD 2x4 DF NO.16Btr(flat) TOP CHORD Structural wood sheathing directly applied or 64-0 oc purlkhs, except
BOT CHORD 2x4 OF No.1aBb(Mt) and ver irals.
WEBS 2x4 OF SludI5M(Ilst) BOT CHORD RbM calling directly applied a 10-04 oc bracing.
REACTIONS. (Wslze) 10=837A366 (min.(1-1-8),15 8431Medlsnical
FORCES. (ib)-Max CompAW.Ten.-A8 faces 250(M)or less except when stmwn.
TOP CHORD 2-3=-293510,3.4-2938M.4.5-311210,5-6=311210.6-7-267710,7-0=267710 ��(ONfO
BOT CHORD 14-iS-WIS39,1314013242,12-13-=112,11-12-MI12,10-11-0"568
WEBS 5.13 -126(303,2-16e-197400,2-14=x11S0,4.14432M,4-73-45Wl93,8-10=17250,&71.011723,6-11=776M Gp5�0f1`A'
NOTES- 2 vn
O
1)Unbalencad floor live loads have been considered ler this design. _
h1
2)Rule to girder(s)for truss to truss connections.
3)This truss Is designed In accordance wM the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1.
4)Recommend 2x6 stro gbacks,on edge,spaced at 100.0 oc and fastened to each twat with 3-10d(0.137'X 3")nails. Strongbacks to .d
be a8arhed to mile at their alter ends or resinalr lby o6ler means. 'PQ R�9639
5)CAUTION,Do not erect truss betlnAlds. 0
LOAD CASE(S)Standard SS�ONALG
�PEp.PRO FFS
�NGINIE 1/�2
Q 8 2PE r
N CVI
y SAT OREGO ryC)Q�
9C' Fti1DER �1
OS A. He
EXPIRES:06/30/2015
June 18,2015
O WARIAND-VaNydanto paremeWv vul MAP MMS 091 MS AND INCLUDED ISM MMAANDE PAWAWM174IJ m.AVIMN BEFOIE USE
.d,nw l —m vfth Wok carnc tth dedpn b b,uo « x pdsndend and M—YWMd,d 9ukMn cmponef
ApplcabaN of derpn pupmelws uM pepw bca,paapenef oertpanenl hxmponbW.I bulrfnp dad har-rot hue dedpnw.b,ue,a dwvm
b For lolerci suppM of u%04dual cab Ranbws 0*.Ad t bnppray brockV la Yewe Oobiy deno corhulon b Ina rcgAvWbNN of Nu
la.Addlnd pvrmwnl pocbpetXwovwA shu Jue4tt,sraarondNMo11M1>A6,pdes�r,er.fpraero,dpMar,careavdYp Tel
k•
al>imIM R,My«nkoL dvOy,deMy.erccllm ea lx Lt).poosll Amlmll0wnyl»Me oss.sv boa sc9 selaoa ce,opeowa 7r7r Greeroera Lane
Sobhbaerme9wr Ovpbbb larntw Pble blauta 191 Hlea SVeel.SJle 312 AbxoMao VA 2L111. p,ae rep
c
rues Iw ype olr LEra..n
R//sa2n
PL11�W F01 FLOOR S 1
ab Rateren e
Patllb WmMra TweOo., BeMdwk Olpyl 7.eS0•.M 11 z(If/MRek uaaad..,ba lllu Jun te06:i1:/9 TOi6P •1
ID:OIIhLKXEepN1 FZ179rRInOMYBPJ&IWu1Hy6e7KF8XTOGMyrlu%wLwkUYUUmPDCz63NB
zstz I
1 3z/= 2 16x3 II
6ale.1A.5
R
4 3
l bxi II gx1—
2.612
LOADING(pef) SPACING- 2400 CSI. DEFL. In (kc) NOR L/d PLATES GRIP
TCLL 40.0 Plater Increase 1.00 TC 034 Verhu) 0.00 4 480 AMD 22(11195 11l
TCDL 10.0 Lumber Increase 1.00 BC 0.61 V > 380
p
BCLL 0.0 Rep Stress NHorz(RwAn 01) -0.00 3 a YES " 0.00 me III
9 Na Na
SCOL 5.0 Code IBC2012RPI2fD7 (Mahle) VJsIpM:19® FT=0%F,0%E
LUMBER- BRACING.
TOP CHORD 2x4 DF No.16BV(Oat) TOP CHORD Shuclaal woad aheatNnp directly appled or 2.8-12 oc plrins, except
BOT CHORD 2x4 OF No.18Bb(/lap end eerlluls.
WEBS Zx4 OF Stud/Std(flat) BOT CHORD RWW ceft directly applied or 10-"oc bracing.
REACTIONS. (6/size) 4-143/Mechanical,3.143/Mechanical
FORCES. ab)-Max.Comp./Max.Ten.-Alforce*250(Ib)or lessexcept when allows.
NOTES.
1)Rater to girder(s)fahun to truss connections, to Art-,
2)This trues is designed In accordance Wath pie 2012 Intemalbnal Building Code sscUon 2306.1 and referenced standard ANSVrPI 1. les OF:V/ASy/, W
3)Ramrmlend 2x8 strwpbacks,on edge,spaced at 100-0 wand/aaNkced to each Intima with 3-10d(0.131'X 3'7 neh. SkorlpbwM to G Q w
be a0ached to well at Net puler ends or restrained by offer mens. ��� ATO d
LOAD CASE(8) Standard
0P49639��p
°Yt�p�GIsTBn" R'
It 94ton
��QEO PROFe.
��\y �NGINFF9
2
870 2PE
tP CV
y �Dj OREG N
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EXPIRES:06/30!2015
June 18,2015
Q WARMwe-V ft"gnP..l.endMA0M0M ON TMSANOYMYUOlOxarUe REllRANCE PAOEav-Y/n res.OVIVIVla 9EPOREUSE
Oeaanvlkf for..ont Wlh kwek oome ,INs ded,h broad oNy ipon porwnelentMvm.Ondh Man k'IdddVdbWtlHW celnpwrnL �
Appem
taly of desla,pwwnelem and moiler lrc orollon of co ocrenl h repordolt of Wklkq dmlp -sol frau deepnw.Mochanlown
bIw Inleralap t.IIWWWwebnwmbwtonb.AddlHo,wl lempapry bmckia bkwwe/IpbalYdwlna mrah�cponY mereVomMkINmpw
ereclw.A"Iia emwnentb Nollheov 41=11 btanno lyollhebWbgdmlanw.rv0mfedglWOncerepardkp iTek'
nn oreueeck lanebrt gwilycanlml dwape.dehery,weclbnaM hacha mlwa ANSI/INIawnCWeda,05a-af and eCB aWObp CemPonanl
SaYYy Wlytnkdwmalbn awlohle kwnirw Pble lmHNta Tal N.WSYM.SUHeil2.AfewrMM VA 2D11. BWa
IN
Job loss Truss Type Ply iENrurR
RH)se2)3
Poi 200_UPiM F05 FLODR S 1
Petac Wmbere Trvan Co, Beawaon,Mean 7450x. hOMy14Mrrax QFSdy S tQCluhl09:31:502015 1
ID:OWhIKKEepN1FZ17gzmhOMyePJ6o7AF5dykOSBmhZCWtrGeO 7J 3X7
2x0
Scale.120.4
1.5x3 I axe= 1.5411 30= 1.8.3 II 4A= 1.503 II 9xe= 1. II
1 2 3 4 5 a 7 e 9
� I4
i 14 13 12 11 10
m= sxe= be= 1.Aa II W= exs=
12412
Ilan
i
0.1J
LOADING(pet) SPACING- 2-0-0 CSI. DEFL In (loc) Wall Ltd PLATES GRIP
TCLL 40.0 Plows hueass 1.00 TC 0.Be Vert(LL) -0.28 13 -712 480 14T20 2201195
TCDL 10.0 Welber lnaeass 1.00 Be 0.99 VadM) -0.4513-14 >444 360
BCLL 0.0 Rep Stroa Ira YES VJB 0.70
HMT(TL) 0.07 10 We Na
SCDL 5.0 Code ISC2012lTP12007 (Matrix) WbigM:75 Ib FT.O%F,0%E
LUMBER. BRACING.
TOP CHORD 20DF NO.18BV(Ilst) TOP CHORD Structural wood sheathing directly applied or 6-11-7 m phrens, except
BOT CHORD 20 OF 1,10.1MIr(fia) end wnluls.
WEBS 2x4 OF Saw151d(fleQ BOT CHORD Rigid calling directly applied ort-2-0 oc bracing.
REACTIONS. (Wanze) 15-920-0-1-12 (min.0-1-0),1D+9208A@dmlcrl
FORCES. (m)-Max.GMPJk4wL Ten.-Al faces 250(lb)or less except when shw
TOP CHORD 2-3=-332WD.34.-332d .45--37209,"-372010,6-7-.911010,7.8=-31100 To 10 Je_
BOT CHORD 14-16.0@033,13-N-03848,12-1303110,11-12-W3110,10-11- 2042
WEBS &12-.96510,7-11e-42410.2-15=218210,2-14.01388,414+5809,4.13-2511179,5-13=-421/0,6-13-W1007, Zjs Of'.w� Wye
8-10=219210,8-11=011271 GyCQ' L'�x7k
NOTES. _ '�[�i
1)Unbalanced Boor We beds have been considered for this design.
2)Refer l0 girder(s)for truss to Wn mnnecllom.
3)Provide mechanical connection(by Others)of truss W beantrh0 plate at Joings)15. AO 9639 Q4.
4)This thus Is desgrM In ecmrdsncs with than 2012 International Bugtl9lg Code section 2308.1 and referenced standard ANSVTPI 1. 'P k
6)Reaannund 2x8 stMilbadU,en e0ge,spaced at 10-M m and fastened to each truss win 3-104(0.131'X 3)nets. Sinxlgbarks to .1' ST84
be ateduad M vials at their Diner ends or restrained by other means. ASS�pn� O
LOAD CASE(S) Standard
�PEp PR.OfFS
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8 2PE
Qs 4V
y �Aj OREGO ryo OWN
9C7 AMBER �1
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EXPIRES:08/30/2015
June 18,2015
OWARWND-WxaY4aeb0leraeerwa erp6E1DNDTES ONTHlSANaaarIBEDM)Ex REFEIGBC£PADE{b)4Am.0LfYMISBEFDAE USE.
IxDpnwea rtfuse ClW xnn mnex cvnxa.mh tlndn n rimed<.N Wpn Pacm.lm tlrwn.erne wwwNNwnwdry cwrpmsd.
ApplcabaNDl de4yn Pamwba and pope NovpaDBon domp,uwnl4rahponabany db4dq eed9ner-rot huadaalpir.emae9 aro«n
e Mhtdd ARrPad dw4nd v.M maMve arN.AddlNorax 1e2nPaiW baa Jq ro here LawlN d,xYW cvnrNcaan 5 nwrarpuH4rMd the
enxlo.Aasm,w nmronent l,Da,9dtne Duma!alucnrchmerea,orualyd ll»aAaw mq,w.re.a•r.�d wmnc.,.9ea,m TBk�
Imtdxxx V+aayfan5al rlaapa deP.er7.meclbnaM datlnp.,:oruWl AxsVlnl Wan Chamb.Dsa411aM ecslewales Ceepmwnt earl fLaeewklm
Sanely mla,naamh awbh4.Samlw Pbhe enwde.)a1111m5he1.5upe 312 Alaxmdb,VA 2!311 610100
r
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7.6410
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ID:Oi01LKKEepN1 F21]�IntlOMyeP.B-0I_dhzNNkaxpdPJbP4p4xCki0dOTCraoFVN4x63a6
ala
HI 2.ae I 1nnX I-u�-lel--�`ZD--1F21RAi
Scale-taz..
t s,a II
1.5vi= ee4= 1.w II 3x4= 15 11 3x8= 9e1= Levi II 3X4= i.5vi II
1 2 3 4 5 e 7 a a 10
it
Last
e 1R
le 15 13 12
3xx6= Atl= 3x10= 3x8= 1.6x3 II 3x4= 0x4=
h 12A-12 I 167-12 1
1A7.12 6411
Plate Offsed,0( 111-n. F�j
LOADING(W SPACING- 2-0-0
I.
OEFL In (bc) Vdall Lid PLATES GRIP
7CLL 40.0 Phos Inman1.00 TC 0.49 Verl(LL) -0.07 1578 >888 400 MT20 2201195
TCDL 10.0 Lumbar inwaaae 1.00 BC 0.30 Ved(TL) -0.1416-17 >999 360
BCU. 0.0 Rap Stress Ina YES eve 0.75 HomM) 0.02 11 da do
BCDL 5.0 Code BC20121rP12007 (Metrle) Weight 85 N FT-O%F,0%E
LUMBER. BRACING-
TOP CHORD 2X4 OF NO.18BWfl@Q TOP CHORD SInXAaal load sheathing directly applied or S."oc Furless, except
BOTCHORD 20 OF No.18SKSM) and ventral&.
WEBS 2X4 DF SkAMtd(Oet) BOT CHORD Right coft directly applied or 6-0-0 oc bracing.
REACTIONS. (Iblsim) 17-81 VOa-8 (man.0-1-8),14.1203/64-0 (m N.O-ta),11.210x42-0 (mon.0.1-8)
MM UPMt1t--40(LC 3)
Max Gmv17-815(LC 8),14.1203(LC 1),11-310(LC 4)
{ONTO
FORCES. (Ib)-2-3 Comp.34--i n.-M/w--81M,(la)ahas,$-?-QvIB,Moavh.
TOPCHORD 2-3•-1B07N,3J•-1B07p,4-6•-01810,58--818A,B-7-01618,7.8-•333I41fi, tjs O7j:4JASf[� Wy'
8-963331418
BOT CHORD 16-17-01292,15-i"11546.14-15-81M.13146418033,12-/3.4161333, - - 0�
11-12-2041475
WEBS 6.14--762N,2-17--137610,2-16-553,4-16.01307.4-1561026A,&15-611488,
7-14--MIJD.9-116510219,9.12--033x0
NOTES- ASO ,p .49639 W4
1)Unbater"d floorlive Iotas have been considered fortllls design. .A �'l27S78R
2)Provide mechanical comaclron(by others)of Wes to bearing plate atjohl(s)11. �S`r!O �.1�-
3)This truss Is designed In accordance with the 2012 International Building Code section 2308.1 and reverenced standard ANSVTPI 1. NAL
4)Recommend 2x6 sbanphecks.On edge,spaced al 10-0-0 oe and listened to each truss vft 3-10d(0.131"X 3")nails. StrunBbxks to
be attached to wails at their outer ends or restrained by other means.
5)CAUTION,Do rot erect truss backwards. ED PR.OFFSS
LOAD CASE(S) Standam5 GINE /
F,9 �2v
870 2PE
U)
y -'% 0REGO ry�O[4N
90ER 1" P�
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EXPIRES:05/30/2015
June 18,2015
QWARNIAYI-Vedydedpn Pen«eMand READ NOTES ON Ra3AM pttUDE0MlE1f AEfERANOEIAOExR)IRrw.OLIw1016aEFORE USE.
peepnvalh bHun oNy vAth barek conneclpn.ThbdoNnnbbPWd ar4/Vpon prcamelen N,ovexaM hbran MdNtlutl hXAMnpcanpasnl. �•
AppkeNAy d tledpn peramelen wxtl popp«uxcoiPcxonw,m camPomml b xex>«e�baly d lasdlap a.Nwi«-xal hxw aNpxwr.exoc�ro Nxoxn
b brbh«d ruppod dLxdMdVal web rmnxbenor/y.Addllatol lemp«ory becip b Laura N-eshdwkla wmbucaon h IM rcrpmrb6yol Me
erect«.A�s.xd P«men«,15r«kmdn.owrar.mcb..bm.r.e,«dwydnw r>4dha a«yMr.r«p«x.rdpdao�,c.r.pwdlr�p MiTek'
bbxlmlkn quaely mnbal rldape.de0.ary.eredbnantl Gaclrp.cowl ANSI/Int
Oln VAYtl14 Our-VAMK.03aJf axd aalfuMlnp CorxganN 77T)prnMenlaN
Seley YNexmdbn aveaobhe awnlxVn PMe k•neseIBIKWSpeel.SWe312 Alemnalae 1M
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
3/+ Center plate on joint unless x,y �� j dimensions shown In Nn,sixteenms Failure to Follow Could Cause Property
-E
►14 1414- Y'41offsets are indicated. (Drawings not to scale) Damage or Personal Injury
Dimensions ore in ffAboth
sisixteenths.
Appy plates to both tittles of friss
and fully embed teeth. 1 2 3 1. Additional stability bracing for Inns system,e.g.
TOP CHORDS diagonal orx-bracing,B akvays required. see BCSL
01 ba csa w 2. Truss;brocklg must be designed by an engineer.Far
wide truss spacing,Individual lateral braces themselves
T CI WEBS 4. 4 may require bracing,or olemative Tor I
1 as0 y , p bracing should be considered.
O
1 u 3. Never exceed the design loading shown and never
Q. 3� U stock materiae an Inadequately braced theses.
OF o_ 4. Provide copies of the tom design to the building
For 4 x 2 orientation,locate ' OF nen erection supervisor,property owner and
plates 0-10 from outside BOTTOM CHORDS all oTher intarestea parses.
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
S. Place plates an each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEamt and embed fully.Knots and wore at joint
required direction of slots in AROUND THE TRUSS STAKNNG AT THE JOINT FARTHEST TO =1 Hom are regulated by ANS1/TPI 1.
connector plates. THE LEFT.
7. Design assumes tomes be ANSllr protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord withh ANSUrPI 1.
Plate location ondetails
req est. a in NtrTek 20/20 NUMBERS/LETTERS.
software or upon request. 8. Unless otherwise noted,moisture content of Lumber
Shari not exceed 1916 at time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless e�ressly noted.this de�pn u not applicable far
ICC-ES Reports: use wsh Tne retardant,prWervolive treated,or green lumber.
The first dimension is the plate 10.Camber h a nonstructural consideration anis the
4 x 4 "'lath measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility OfIi fabricator.Generdpractice sto
to slots.Second dimension is ER-3907•ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection.
the length parallel to slots.
71.Plate type,sae,orientation and location dimensions
Indicated are minlmum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and sae,and
in al respects,equal to or better than that
Indicated by symbol shown and/or specified.
by text in the bracing section of the 13.Toprap chords must be sheathed or purlins provided of
output. Use T or I bracing spacing indicated on design.
if indicated.
14.Bottom chords require lateral bracing at 10 s.spacing.
BEARING or less,if no ceding Is Installed,unless otherwise noted.
15.Connections not shown ore the responsRSRty,of others.
Indicates location where bearings
(supports) occur. Icon v0 but 16.Do not al or otter tom member orplate without poor
reaction section indicates joint m 2012 MTek®All Rights Reserved approval or an engineer.
number where bearings occur. 17.hstal and load vertically unless indicated otherwise.
Min size shownis for cashing only.
e 1&Use of green or1,treated umber maycispossr nsg.cacceptable
environmental,health or performance rinks.Consist!with
Industry Standards: project engineer before use.
ANSI/7PI1: National Design Specification for Metal 19.Review all portions of the deesslkasn front,back words
Plate Connected Wood Truss Construction. and pictures)before we.MUD pictures alone
DSB-89: Design Standard for Bracing. Is not`urficient•
SCSI: Building Component Safety Information, M ITe�s p'Design assumes manufacture h accordance with
Guide to Good Practice for Handling. ANSVTPI I quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MTek Engineering Reference Sheet:MR-7473 rev.02/16/2015
A
r