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O Copyright CompuTrus Inc.2006
BUILDER. ISSUEDATE ABOVE PLAN PROVIDED FOR TRUSS
LENNAR 06/10/14 TRUSS CALLCULATiONS ARND
PROJECT TITLE' ENGINEERED STRUCTURAL
REVISION ORAWINGNGI NEE L r FURTHER a umber
2892-E MARQUAM ENGLISH INFORMATION.BUILDING
DESIGNSIBLEF FOR
OF RECORD
PIAN. DRAWN BY IARRy M REVISION-2: T08 RU SIBLE POR Au NON Taus
TO TRU55 CONNECTIONS.BUILDING
28.92 / E MARQUA _ OEREVIEW NDAPPRO EOFALCTO & TRUSS COMPANY
REVIEW ANOAPPROVETR ALL
DELIVERY LOCATION: SCALE: REVISIONJ: Deswrvs Raloa To corvsiaucnoN.
1/6"= 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
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BUILDERISSUEDATE' ABOVE PLAN PROVIDED FOR TRUSS
LENNAR 06/10/14 PLACEMENT ULATiONNS REFER
PROJECT TITLE' REVISION-i: lNGINEFRED STRUCTURAL
ORAWINGSFORGINEER FURTHER �� um er
2892-E MARQUAM ENGLISH INFORNAnON.BUILDING
DESIGNE WENGINEER OF RECORD
PLAN' DRAWN BY' LARRYM REVISION-2: RESPONSIBLE FOR ALL NON TRUSS
TO TRUSS CONNECTIONS.BUILDING
2892 / E MAR/1U -
DESIGNER/ENGINEER OF RECORD TO & TRUSS
Vf V f� REVIEW AND APPROVE OF ALL COMPANY
DELIVERY LOCATION: SCALE- REVISION-3:
DESIGNS PRIOR TO CONSTRUCTION.
1/8"= 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
MiTek USA, Inc. / CompuTrus Software
Warnings & General Notes
WARNINGS:
1. Builder and erection contractor should be advised of all General Notes
and Warnings before construction commences.
2. 2x4 compression web bracing must be installed where shown +.
3. Additional temporary bracing to insure stability during construction
is the responsibility of the erector.Additional permanent bracing of
the overall structure is the responsibility of the building designer.
4. No load should be applied to any component until after all bracing and
fasteners are complete and at no time should any loads greater than
design loads be applied to any component.
5. CompuTrus has no control over and assumes no responsibility for the
fabrication,handling,shipment and installation of components.
6. This design is furnished subject to the limitations set forth by
TPIANTCA In SCSI,copies of which will be furnished upon request.
GENERAL NOTES, unless otherwise noted:
I- This design is based only upon the parameters shown and is for an individual
building component.Applicability of design parameters and proper
incorporation of component is the responsibility of the building designer.
2. Design assumes the top and bottom chords to be laterally braced at
2'o.c.and at 10'o.c.respectively unless braced throughout their length by
continuous sheathing such as plywood sheathing(TC)and/or drywall (BC).
3. 2x Impact bridging or lateral bracing required where shown+ +,
4. Installation of truss is the responsibility of the respective contractor.
5. Design assumes trusses are to be used in a non-corrosive environment,
and are for"dry condition"of use.
6. Design assumes full bearing at all supports shown. Shim or wedge if
necessary.
7. Design assumes adequate drainage is provided.
8. Plates shall be located on both faces of truss, and placed so their center lines
coincide with joint center lines.
9. Digits indicate size of plate In inches.
10. For basic connector plate design values see ESR-1311, ESR-1988(MiTek).
W O GINFF �2
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VIII I I IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 13'- 6.0' COND. 2: Design checked for netf-5 Off) uplSPACED
ift at 24 at spacing.
TC: 2x4 OF B18BTA LOAD DUEINCREASE = 1.15 Design conforms to main winbforce-resisting
BC: 2x4 OF N18BTA SPACEDD 24.0' O.C. system and components and cladding criteria.
TC LATERAL SUPPORT <= 12.00. DON. LOADING
BC LATERAL SUPPORT <= 12-OC. DON. LL( 25.0).DL( ].0) ON TOP CHORD = 32.0 PSE Wind 140 mph, h=20.Bft, TCOL=4.2,BCDL=6.0, ASCE 7-10,
DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.3, MWFRS(Dir),
Connector plate prefix designators: TOTAL LOAD - 42.0 PSF load duration factgr=l.6,
C,CN,Cl8,CN1B (or no prefix) = CompuTrus, Inc Truss designed for wind loads
M,M20HS,MIBHS,M16 = MiTek IT series LL = 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall NON.
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING YET, M-1x2 or equal typical at stud verticals,
Refer to Compuirus gable end detail for
BOTTOM CHORD ORDCHECKEDLIVE
FOR DSPAC LIVE LOAD. TOP
complete specifications.
AND BOTTOM CHORD LIVE LOA05 ACT NON-CONCURRENTLY.
6-09 6-09
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WARNINGS: GENERAL NOTES,unless olpentias noted: EXPIRES.12/31/201.5)
1.Builder and erection.-Improv should be advbed of all General Nees L This design is based only upon Me parameters shoran and is for an ye;Ndual
Truss: Al and warnings before construction commandant. handling component.Appucabl;ty of design parameters and proper
z a4 cempresaion web clean,meat be installed where she—.. connotation of component the responsibility of me ending designer.
d.Addieoarel uniquery bracing to maces citral,dudna aonaur bb 2. esign assumes the top and botmm chores In be laterally braced at 1eR1L(,eq
DES. BY: LA is the responsibility of Me erector.Addmnal inueriantbracing m To.a.and at tp'on respectively unless braced Mmwhom weir length by 4 FWAS
DATE: 6/20/2014 pons;responsibility g can shearan,ouch as plywood mearNngRq small ritual 19
the overall ao-ucturam Ma lea bin of buaem designer. 3.]a°impact badging or lateral bracing required wnera shown.. O KGy A
4.No load should be applied to any component until allr all bracing and 1.matallation grouse is me respou;b;IlN onnerwpatliva dono-asNr.
SED. : 5968392 raateneraore aompleband mnotimeshoneany madsgreater man sI Design assumes busses are tobeused inanon-eorromeanvo-onmmn, O AP AC 'P
design foods be applied b any summoner. s.and areeesumesiaoe a°mefat usefi supports shown.sham or wedge if
TRANS ID: 401529 s.ComuTma has no demrai over and assumes no respmns;bili"r to
mundane handling,shipment and insteffaaon of components. T.or.....
.l.aalumes adequate drainage;s romaea.
6.m;sees;gn la Nrmahedeambrtothelmitations.or mM by 9.Plain anomers loadtedonbgrhnagessFnedand places so Mar center
111111 VIII VIII VIII VIII(IIII(IIII IIII IIII TPIMrrCA'm SCSI,copies of MicM1 vall be Finished upon request lines coi nae with Joint of plate m tinea.
a.Fraasictunover ondoes. +/ 51398 w�
MTek U$A, nC.ICoffIpOTN550flVIer21.6.6(1 L)-E 1g.For basic turnover pleb eesignvelues see FOR 1311,ESR-19a91MITak) 0,F'�Fc7sr6R� p,
'YSIONAL O
IIIIiIIIIII'll This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 13'- 6.0' INC 2012 MAX MEMBER FORCES 4WR/GDFICq=1.00 -
TO: 2x4 OF N00TR LOAD DURATIONINCREASE = 1.15 1-2=( O) 94 2 6-(-20) 302 6-3=(0) 312
BC: 2x4 OF 616RTR SPAC EO 24.0' 0.C. 2-3=0591) 116 6-4=(-20) 382
WEBS: 2.4 OF STAND 3-4=(-591) 116
LOADING4-5=( O) 94
TC LATERAL SUPPORT r- 12'DC. UON. LL( 25.0)aDL( 7.0) ON IDP "0"
= 32.0 PSF
RC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PEP
TOTAL LOAD = 42.0 PST BEARING MAX VERT MAX HORZ ERG REQUIRED ERG AREA
OVERHANGS: 18.0" 18.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -1291 73BV -1171 117H 5.50' 1.18 OF ( 625)
Connector plate prefix designators: 13'- B.G. -1291 738V DI ON 5.50' 1.18 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
M,M20HS,W18HS,M16 = MiTek WT series REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. COND. 2, Design checked for nett-5 osfl uplift at 24 'oc spacings
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, MAX LL DEFL = -0.011' @ 1'- 6.0' Allowed = 0.150'
MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
MAX LL DEFL = -0.011' @ 15' D.0' Allowed 0.150'
MAX TL CREEP DEFL = -0.015' @ 15'- 0.0' Allowed = 0.200'
MAX TC PANEL LL DEFL = -0.066' If 3'- 7.3' Allowed = 0.496'
MAX TO PANEL TL DEFL = 0.435' @ 3'- 7.1' Allowetl = 0.744-
MAX HORI2. LL DEFL = O.OD3' @ 13'- 0.5'
� .
6-09 6-09 MAX NOR 2.2. TL DEFL = O.OD6' @ 13'- D.5'
12 Design conforms ne main d claddingresisting
0.00� iiM-4x4 Q 0 00 system and components and cladding criteria.
4,0° Wind: 140 mph, h=20.8ft, TCDL=4.2,BC0L=6.0, ASCE 7-10,
3 �X (All Heights), Enclosed, Oat.2, Exp.B, MWFRS(Oir),
load duration tactor=l.6,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - A2 Scale: 0.3685 MERRI<L0
wARmxes: o.TERAL xoTes,unleu oupon Me pa.a EXPIRES:12131/2015
1.and Wand aecdo,eoedaaer mould be.mlaea of an Genera lime. 1.Tore aa.io„u mama nob wen me parameters...mow dna i.,. an marv;aua
Truss: A2 and wam;em.onmm maswnonmmmencea. bu@ammmmpocem. ...maMr aaeamnv.rshadow major,
z.
2x4 compression t, hmc;npoInsure;naso..where:horn.. Inm,pora an otmmponem is Mechrammnyor Meen,bra eda;pner. RRIr,
].Aeaiti a tempore of he
ctor,Are abs;ldrduringrm ent brand;. 2.2 oe,and at 19 Me toP and bottomunless br to as rou ghoul braced at '-L
DES. BY: LA ;.me rec rcamn of ereamr.Aeemocal mr.w r con c. d sheathmsuch as pllyood shoemamr mina Marlen ey ,� 4WA3 eA.
P tyo ebrmaccc ea mpact.neemate.wheepcing reeheeminelms smeror arrwwW,ec).
DATE: 6/20/2014 meeeramuldbe slime toaonmmirry ams eunamR aemeov. ].z:ulmPan dr;ea;ss is Me
eappeari wmee wereaheco.. T w0 "rY TF,
4.ha Maecoredmleenan mom meShOUltwa loam aleaten.ma 4.Design aero come are to be use Imemw«weermviron
SED. : 5968393 deranaaareoeshlemananyommaent. vloads ereamrman s.Dda,.favus.asdameaeorm.eu.eeb.crn<r,mawaecamcmem.
:.Sime Maas be.wined rr any component. 'ry con-ono o. y
TRANS ID: 401529 s.CommuTma has no comrol over ana.eaomes no responsibility W me S.Design saen,rea all..:coos e�.uaorm.hrw.sm,r or wepaN
fabrication,handling shipment and maumamon sir coammema. 7 De.lmc:s�umes adequate drainage ov;xa. 0
s.Tn;a margin is mmmnea.udiea m mcll„deeocs sat m,m by a.Pbae..n.M be located on bpm mc..ormu....ad placed so men center
IIIIII VIII VIII VIII VIII VIII VIII IIII IIII rnw eA.c edit mP; rr a MM x mlmee opo request indeed ur ar acme,odea
s.wmin indicate sure of place in leen.. 51398
MiTek USA.Inc.ICompuTrus Software 7.66(1 L)-E 1p.Fu eeswm,mmw qam eea;o,vane.me ESN-t]tt ISR-r sats(:Teal �0
SS70NALL'�O
VIIIA III IIII This design prepared from computer input by
PACIFIC L➢MBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 19'- 5.5' IBC 2012 MAX MEMBER FORCES 4WP/GDF/Cq=1.DO
TC: 2x4 OF MIMBTR LOAD DURATION INCREASE = 1.15 1- 2=( O) 94 2-11=(-173) 657 3-12=(-189) 170
BC: 2x4 OF 1t18BTR SPACED 24.0' O.C. 2- 3=(-864) 2BB 11-12=(-173) 657 12- 4=( 50) 30
WEBS: 2.4 OF STAND 3- 4=(-669) 260 12.13=( .95) 511 4-13=( -28) 179
LOADING 4. 5=( O) 0 13- 9=(-193) 725 13- 7=( 0) 189
TG LATERAL SUPPCRT m 12.00. JON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF 4- 7=(-624) 254 13- 8=(-154) 157
BC LATERAL SUPPCRT a= 12.OG. JON. OL ON BOTTOM CHORD = 10.0 PSF 6. 7=( O) 0
TOTAL LOAD = 42.0 EST 7- 8=(-794) 261
_-______-__-______________________ 8- 9=(-971) 286
NOTE: 2x4 BRACING AT 24.00 NON. FOR LL = 25 PSE Ground Snow (Pg) 9-10=( O) 94
ALL FLAT TOP CHORD AREAS NOT SHEATHED
_____________________________________ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. BEARING MAX VERT MAX HIRE BAG REQUIRED BEG AREA
OVERHANGS: 18.0' 18.0' LOCATIONS REACTIONS REACTIONS SIZE SUDAN. (SPECIES)
BOTTOM CHORD CHECKEC FOR 10PSF LIVE LOAD. TOP 0'- O.D. -161/ 815V -125/ 125H 77.00' 1.30 DF ( 625)
M-1.5x4 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 61- S.D. 0/ 253V D/ Of 77,00' 0,41 DF ( 625)
vertical members (lion). 191- 5.5' -165/ 923V D/ OH 5.50' 1.48 OF ( 625)
Unbalanced live loads have been
considered for this design, ICOND. 2: Design checked for net -5 sf a lift at 24 'oc s acin .
Connector plate prefix designators: VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
L,GN,CI8,CN18 (cr no prefix) = CompuTrus, Inc MAX LL DEFL = -0.011° @ -1'- 6.0° Allowed = 0.150'
M,M20HS,M18HS,M16 = MiTek MT series MAX TL CREEP DER = -0.015" a -1'- NO: Allowed = 0.200'
MAX LL DEFL = -0.037" @ 11' 9.11 Allowed = 0.629'
MAY TL CREEP DEFL = -0.068° @ 11'- 9.1' Allowed = 0.839'
MAX LL DEFL = -0.011" @ 20'- 11.5" Allowed 0.150'
MAX TL CREEP DEFL = -0.015° @ 20'- 11.5' Allowed = 0.200-
7-08-12 4.00 7-08-12
---.-_- � MAXnx HORrz. a DEFL = D.010: @ 19'- O.D•
4-00-13 3-05-11 0-02-04 4-00 0-05-10 3-02-05 4-00-13 uxD9[z. n oER = 0.015° @ 1B'- o.o•
Design conforms to main windforce-resisting
12 12 system and components and cladding criteria.
8.00 M-6x8 5 6 M-06 Q 8,00 Wind: 140 mph, h=21.1ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
u-2.5x4 ore equal at non-structural diagonal inlets.
M-3x4 � M-1.50 9 9
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - B1 Scale: 0.275D MFRR10-6
WARNINGS: GENERAL NOTES,unless dominated noted. EXPIRES.12/31/2015
1.Builder end erectlon ccclompar should be eMlaeO of ell General Notes 1.This design is based only upon Me pammeten shover end is for an iadiadual
Truss: B 1 and Was,,,before demanded commenose. building component.Appfmabxity of based parameters and proper
z cars compression area bracing most installed vmere shown*. co oxfon of component h me responshildy of me building designer.
a.Additional temporary bracing m insure stability during construction aoesigm...umn the top and boron,chords to be lista..) braced at 1tR1
DES. BY: LA is the responsibility,of erector.Additional permanent f 2ve,and at IWo.o rapvmvely unless braced throughout heir length H, Q 8
ponri iyo eermanan r. continuous shdamhg such as plyvaoe sheathinMTC)summer dryw.dlMo. ♦ WA
DATE: 6/20/2014 thd overmiso-ucture is the responsibility or the building eecigner. a.zx Impact arguing or lateral swede wince shown.. S OF
4.No load mould be applied h any component until after all bracing and 4.msfana on of truss is the responsibility of me respective orchestra. OP �4' CT F,Q
SEQ. : 5968394 fasteners are complete and at no time should any loads greater man 5.Design assumes boards are to be used in a eta-marine envo-onment FP p
maigo mads be applied to am component. a are Sir c tui of use. ,y
TRANS ID: 401529 s.compounds has no control over and assumes no responsibility for me 6.Design assumes inn bearing at all support enact.shim or waded if
febricaYon,handling.shipment dna mshlLM1an or components. 7.Design ssumes adequate drainage is provided.
e.This design is furnished subject to the umdationa set mdh by e.Notes shall located on both mover of noes and placed so their center
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII VIII IIII IIII pwcAm asst cwie.or inn MII mrmched upon request. has coincide inn jointcenterinche
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IIII III IIII This design prepared from computer input by ,
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 19'- 5.5' IBC 2012 MAX MEMBER FORCES 4WA/GDF/Cq=1.00
TO: 2x4 IF k16BTR LOAD DURATION INCREASE -= 1.15 1. 2=( 0) 94 2-11=(-17B) 811 3-11=(-187) 172
BC: 2x4 OF YIYBIG SPACED 24.0' O,C. 2- 3=(-1069) 33D 11-12=( -61) 679 11- 4=( -69) 252
WEBS: 2.4 DF STAND 3- 4=( -867) 319 12- 9=(-202) 802 12- 7=( -69) 252
LOADING 4- 5=( 0) 0 12- 8=(-187) 172
TO LATERAL SUPPORT <= 12.00. DON. LL( 25.0)1DL( 7.0) ON TOP CHORD = 32.0 PSF 4- 7=( -669) 298
BC LATERAL SUPPORT <= 12'OC. DON. OL ON BOTTOM CHORD = 10.0 PSF 6- 7=( O) 0
TOTAL LOAD = 42.0 PER 7- 8=( -867) 319
_________________________________ _ 8- 9=(-1070) 33D
NOTE: 2.4 BRACING AT 24-OC UOS. FOR LL = 25 PSF Ground Snow (Pg) 9.10=( 0) 94
ALL FLAT TOP CHORD AREAS NOT SHEATHED
_____________________________________ BOTTOM CHORD CHEATED FOR A 20 PSF LIMITED STORAGE
LIVE LOAD AT LOCATIONS) SPECIFIED MI BY IBC 2112. BEARING MAX VERT MAX THORZION BIG SOAR.REQUIRED BAG AREA
OVERHANGS: 18.0" 18.0' THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE SD.IN. (SPECIES)
Unbalanc0'- 0.0' 160/ 9BBV -139/ 139H 5.50" 1.58 DF ( 625)
considered live loads have been 19'- B.S. -160/ 988V 0/ ON 5.50' 1.58 DF ( 625)
considered for this design.
Connector plate prefix designators: ICOND. 2: Danish shafted for net -5off) uplift at 24 °oc s acro .
C,CN,CI8,CN18 (or no prefix) - CompuTrus, Inc VERTICAL DEFLECTION LIMITS: 1-1-i 40, TL=L/180
M,M20HS,Ml SHS,M16 = Witek YT series
MAXLL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
CR
MAX TL CREEP DEFL -0.115' @ -1'- 6.0' Allowed = 0.200-
MAX LL DEFL = -0.112' @ 11'- 2.3' Allowed 0.927'
-
MAX TL CREEP DEFL = -0.198' @ 11'- 2.3' Allowed 1.236-
0-05-10 0-05-10 MAXLL DEFL -0.011' @ 20'- 11.5° Allowed = 0.150'
1y � MAX TL CR CREEP DEFL = -O.D15' @ 20'- 11.5' Allowed = 0.200-
B-08-12 2-00 B-08-12 MAX HORIZ. LL DEFL = 0.011" be 19'- D.0'
MAX HORIZ. TL DEFL = 0.018' @ 19'- 0.0-
4-06-13 3-08-05 2-00 3-08-07 4-06-12
T Design conforms to main windforce-resisting
12 12 system and components and cladding criteria.
8.00 M-4X6 5 6 M-4X6 Q B.DO Wind: 140 mph, b=21.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cri Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
M-1.<5x3 M-1.50 is the plane at the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - B2 Scale: 0.2750 �FRRIji
WARNINGS: GENERAL NOTES,impetuousness noted: EXPIRES:12/3112015
1.Builder and erecame contractor should be advised of all General Notes 1.This design is based only upon the parameters sham and is for an individual
Truss: B2 and warning,before coot union commence.. building dprposes.Applications,of aeai,parmlare.ad Pmp..
z 2W compression web bracing must be mmaned where she-1. Incorporated of componenus me responsbgay of me banding designer.
s.Appearedm......crasmgm insure stabery dome mnswnon 2.Design assumes me rap and bottom snores m be laterally braced at RRIL(,B
DES. BY: LA nme,esponammry or me dreamt.Aeeitenm permanent braamgm To...and at m'be.Improperly unless braced mroughout mar lenge by
Me overall macw,em me responsibility rte.bulInm p.m teuoua meaming aumael>tveooa.na.mine(Te)anmor ey..alYec).
DATE: 6/20/2014 Pons rya g designer. 3.znImpact bddyng or lateral waving required where shown l l J OF WASsr.. T
4.No mad should be applied m any component after an bracing am 4.Installation of mass Is me respo a bndry of me respective contractor. ��
SED. : 5968395 summersare complete and at no brae should any loads greater man 5.Design a. mes wmaea are m be used in a nonrodamye apmronmem. Ar p
eesigIoaes be appinocontm avercomponnorstum 5.Design ea umes miC:ing at all supporta shown.Shim or wedge d
TRANS ID: 401529 s.Listenertrshas ndling shipment and assumes no rewonmbaity for ma nary.
tabacation,handling,snipmem dna installamn ofrangssion. 7,'aa"eeaumas ad....te armn.ga is yroWdad. 0
6.This,.elan is Nmishea subject m me llmitneon.set mrtlr by n.%foes mall be losmeel on Both faces or o-ucrete,men pint center lines ss.dna placed as meb cera,
IIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MTek SATCA nlndCompuT sSo are]I copies of WhIcir Wit be n66(1L)-Eished upon rzyueaL �oablines omp:mneerorplateeeaiprvtlueaw.ESR-nn ESR-tass(Miiep � Pe51
S'r�ONAL�G
VIIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 19'- 5.5" IBC 2012 MAX MEMBER FORCES 4WR)GDF/Cg=1.DO
TO: 2x4 DF #18BTR LOAD DURATION INCREASE = 1.15 1- 2=( O) 94 2- 8=(-147) 798 3- 8=(-265) 232
BC: 2x4 OF #1887@ SPACED 24.0' O.C. 2- 3=(-1063) 259 B- 6=(-164) 798 8- 4=(-101) 538
WEBS: 2x4 BE STAND 3- 4=( -801) 220 8- 5=(-265) 232
LOADING 4- 5=( -801) 220
TG LATERAL SUPPORT <= 12"OC. UON. ITT( 25,0)-DL( 7,0) ON TOP CHORD = 32.0 PSE 5- 6=(-1063) 259
BC LATERAL SUPPCRT <= 12"Be. UN, DL ON BOTTOM CHORD = 10,0 PSF 6- 2=( O) 94
TOTAL LOAD = 42.0 PSF
OVERHANGS: 18.0" 1B.0"
LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ IRS REQUIRED BRIG AREA
Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE 80.I11. (SPECIES)
C,CN,GI8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL O'- O.D' -'63/ 998V -162) 162H 5.50' 1.58 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 19'- D.E. -''.63/ 988V OI ON 5.50' 1,58 BF ( 625)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD, TOP COND. 2: Des' n chocked for net -5 sf uplift at 24 'do s acro .
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL=L)240, TL=L/180
MAX LL DEFL = -0,011' @ -1'- 6.0' Allowed = 11.150'
MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = D.200'
MAX LL DEFL = -0.023' @ 9'- 8.7' Allowed = 0.922'
MAX TL CREEP DEFL = -0.054' @ 9'- 8,7' Allowed = 1.236"
MAX LL BEFL = -0,011' @ 20'- 11.5' Allowed = D.150'
9-08-12 9-08-12 MAX TL CREEP DEFL - -0.015' It 20'- 11,5' Allowed - 0.200'
MAX HORIZ. LL DEFL = 0.012' @ 19'- 0.0"
5-00-13 4-07-15 4-07-15 5-00-13 MAX HORIZ. TL BEFL = 0.019' @ 19'- 0.0^
12 12 Design conforms to main windforce-resisting
8.00
IIM-4x4 Q 8,00 system and components and cladding criteria.
q,0" Wind: 140 mph, h=21.Bft, TCDL=4.2,BCDL4.0, ASCE 2-10,
4 -( (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
1 in the plane of the truss only.
M-1.50 M-1.50
0
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M-3x4 M-3x8 M-3x47E �'G9`
L I )
9-08-12 9-08-12
1-06 19-05-08 1-06 T` OREGON so
�O qy 14, 20 }
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - B3 Scale: 0.2750 MFRRIU-�P
WARNINGS; GENERAL NOTES,unfeasm enoaenoted'. EXPIRES:1213112015
1.Builder and erection contractor should be advised of all General Nctes i.This design isbmed onN upon the parameters ahoan and is for an indrvieuel
Truss: E3 and Warnings before conaWctian commences. building component.Applicability of design parameters and proper
g 2a4 compression web bracing muse be installed Anes¢ahewn.. ineorp-than of aompananua to responsibility of Me building designer.
].Add florist temporary bracing to insure staler,during conswmon 2.oedian assumes the top and bottom chords m be latoally braced at RRILLe
DES. BY: LA is me responsibility of the erector,Additional permanent bracing of 2o.aandign o.c.respectively unless brand throughout their bream by
tinuous aneathmg such a a plywood shemangle)across drywan(BC). WAS
Me owerall structure is me responsibility of to building designer. X.20 `f
Impact bnaaing or lateral bracing required Anne dream e♦
DATE: 6/20/2014 ,
4.No toad should be studiedto any component unit after all bracing and 4,Indrallafion oftlms is me responsibility
of Me respective contractor.
SEO. : 5968396 famora,a are complete and at no nine should any loam greater her s.Design assumes trussesre to be used m un-
a nsomoslve andimm
nent.
TRANS ID: 401529
design loads be appgea to any component, and re for no,c.nd,br of we., y
s Compi has no control Dear and assumes no reaponsibnlry for Me s,Design assumes mil beams at as duppom she..shim or onageg
fabnsaeon,hananng,shipment and msiaeamn m components. net. a^'' Q
7.Deaton assumes adequate drainage is hooded.
a.Thee design is frophad mbjetl be Me nomination.a.form by O.Plates shall be locatedonboth faces a trus,and placed so their center
I copies of
ch All be furnished upon
lines
de AM
int denier lines
111111 VIII(IIIIII VIII(IIII VIII IIII IIII MTeRUSAn0clCompGTnm�SOftwBre7.6,6(1LLE request 10.For basic c1onnectoroplate dnlgn vales dee EBR-I]11,ESR-1 g08(MiTek) 71 ,p 51398 Ar
9.Grolier indicate size of late' hes Ar
O� AGIS7E4�
SSIONALE�O
I' III I IIII This design prepared from computer input by -
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 19-05-08 GIRDER SUPPORTING 26-00-00 FROM 9-00-00 TO 19-05-08 IBC 2012 MAX MEMBER FORCES 4WRJGDF)Cq=1.OD
TC: 2x4 OF NBBTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 94 2- B=( -944) 4924 8- 3=( .5D) 116
BC: 2.6 OF SS 2. 3=(6172) 1294 B- 9=( -946) 4926 3- 9=( -212) 276
WEBS: 2x4 DF STAND LOADING 3- 4=(6062) 1362 9.1(=( -952) 4G84 9- 4=( -736) 3364
LL in 25 PSF Ground Snow (Pg) 4- 5=(-5986) 1352 1011=(-1242) 6196 4 10-( -704) 3124
TC LATERAL SUPPORT <= 12.00. UON. TC UNIF LL( 50.0)tDL( 14.0)= 64.0 PLF D'- O.D' TO 19'- 5.5' V 5- 6=(-7812) 1676 11- 6=(-1252) 6242 IO- 5=(1672) 408
BC LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL( 0.0)-DL( 20.0)= 20.0 PLF 0'- O.D' TO 9'- 0.0' V 6- 7=( 0) 94 5-11=( -398) 2042
BC UNIF LL( 300.0)tDL( 224.0)= 524.0 PLF 91- O.D' TO 19'- 5.5' V
OVERHANGS: 1B.0- 1B.O'
**TOOL: BC CONC LLtOI= 2824.0 LBS @ 8'- D.D' BEATING MAX VERT MAX THORZION BIG REQUIRED BAG AREA
Connector plate prefix designators: LOCATIONS REACTIONS 123V REACTIONS SIZE 6..I N. (SPECIES)
C,CN,CI8,CN18 (or no prefix) CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL O'- O,0' 1872/ 6023V -1621 16ON 5.50' 6.44 OF ( 625)
MrM20H5,Mi8HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING YET. 19'- 5.5' -1345/ 6049V 0/ ON 5.50' 9.68 OF ( 625)
( 2 ) complete trusses required. OTTDM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
Join together 2 ply with 16d Common BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. COND. 2: Desion checked for net -5 IT uplift at 24
on
nails staggered 'INbe s acro .
9" me an 1 row(s) throughout 2x4 top chards, VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L)180
9' me in 2 Towle) throughout 2x6 bottom chords, MAX LL DEFL = -0.003' @ -1'- 6.0' Allowed = 0.150'
9' oc in 1 reels) throughout 2x4 webs. MAX TL CREEP DEFL = -0.004' @ -i'- 6 On Allowed = 0.200'
MAX LL DEFL = 0.055' @ 111- 5.5' Allowed = 0.927'
HANGER BY OTHERS TO APPLY CONC. MAX TL CREEP DEFL = -0.191' @ 11'- 5,5' Allowed = 1,236'
LOAD(S) EQUALLY TO ALL MEMBERS. MAX LL DEFL = -0.003' @ 20'- 11.5' Allowed = 0.150'
9-08-12 9-0fl-12 MAX TL CREEP DEFL = -D.D04' @ 20'- 11.5' Allowed = 0.200•
MAX HORIZ. LL DEFL = -O.D16' @ 19'- 0.0-
4-05-11 5-03-01 5-03-01 4-05-11 MAX HORIZ. TL DEFL = 0.038- @ 19'- 0.0'
12 12 Design conforms to main windforce-resisting
M-6%B system and components and cladding criteria.
a.Do Q8.00
6.0" Wind: 140 mph, h=21.8ft, TCDL=4.2,8C0L=6.0, ASCE 7-10,
4 ,�� All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=l.6,
Truss designed for wind loads
in the plane of the truss only.
5,8
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4-03-15 3-08-01 3-05-08 3-08-01 4-03-15
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L,�q1' 14,
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - B-GIRD Seale, 0.2750 MFRR(I-\0
WARNING a: GENERAL NOTES,unless othervdie nodes: EXPIRES:12/31/2015
1.guilder and erection corteter should be advised of all General Notes 1.The deaden a becad only.,an Me penmerers a he-and is fir an individual
Truss: B-GIRD ane wammaa bamre aenawchis cemmeneaa. I,ought APpicableq of design Parameters and proper
z.zx4sompresalon vab bmdng must be metalline where a he. dip raMn or component is Me responsibility of Me building dedgner. �y���
3.AeGtional temporary bracing to Insure etabiliry int construction g.Deawmas the top and boned cuddle to be annually brand at e0RRI1L4
DES. BY: LA is Me res mli of erector.Additional draw r za.c.and at 10 a.c.respectively unless braced Mmuahout Meir length by l9 WAS 7
punct tri permanent gin onfinuous aheamMo such as plywood sneth'gi motor aryweluBe1.
DATE: 6/20/2014 Me overall strusWre is Me responsibility of me budding designer. 3.zv Impact bmginp INeralb Ig rewired onrehown* a O4
4.No leadahmuld be applied to any component anal after an bracing and 4.1 staurion ofw Is Me respensib$W of Me respem,ra contractor. QQ• �w C), 'F�
SEQ. : 5968397 fasteners are complete and at no fire should any mads greater man 5.Design mea trussesre to be us"In a nen drupes environment �r C
sedan loads be applied to any component. a re assumes conaenaofuse. .y
TRANS ID: 401529 s.CompuTrus has no contra over and assumes no responwmlity fur he 5.Design assumes full bearing at IS supports sheww.shim or wwageIf
our,mom horde,shlpmet and instmamn of components. 7Desi ass adequate name 0
s.oris deed mrimmed subject to Me timimaons set ssasumesa da gin in provided.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Anda by a linescmneRbelocmea nborInes.oftrussandpasedsomarc Mr
rolrwrcA m ecsL copies of wniw wall be rumanee upon Testiest. Imes cdncat spm,)ort center Ines.
a Digit indicate sure p Tele snores. ¢r 51398
MRek USA,Inc./CompuTrus Software].6.6(1 L)-E tai.For basic connector pgh design value see ESR-un,ESR-tsee(Marek) OetA�ACjS1'EW� 1`
SSIONALL�G
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 21-00-DO HIP SETBACK 8-00.00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4WRIGDF/Cq=1.00
TO: 2x4 OF #til LOAD DURATION INCREASE = 1.15 (Non-Rep( 1- 2=( 0) 94 2- 9=(-566) 2327 3- 9=(-134) 212
BC: 2x6 OF SS 2- 3=(-2956) 764 9-10=(-667) 2507 9. 4=( -16) 666
WEBS: 2x4 OF STAND LOADING 3. 4=(-2825) 774 10- 8=(-595) 2331 9- 5=(-390) 263
LL = 25 PSP Ground Snow (Pg) 4- 5=(-2318) 680 5-10=(-377) 259
TO LATERAL SUPPORT <= 12.00. MON. TO UNIF LL( 50.0)9DL( 14.0)= 64.0 PLF 0'- 0.0' TO B'- D.0" V 5- 6=(-2319) 665 6-10=( -25) 667
BC LATERAL SUPPORT <= 12'DC. RON. TC UNIF LL( 125.0)-DL( 35.0)= 160.0 PLF B'- 0.0' TO 13'- D.O' V 6- 7=(-282]) 783 10- 7=(-142) 211
TO UNIF LL( 50.0)-DL( 14.0)= 64.0 PLF 13'- 0.0' TO 21'- 0,0' V ]- 8=(-2959) 782
-----------------------
________________ BC UNIF LL( 0.0)eDL( 5D.0)= 50.0 PLF 0'- 0.0' TO 21'- D.0' V
NOTE: 2x4 BRACING AT 24-OC UOS. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED TO CONC LL( 466.7)+DL( 130.])= 597.3 LBS @ 8'- 0.0' BEATING MAX VERT MAX HORZSAG REQUIRED BAG AREA
______ TC CONC LL( 466.7)90L( 130.])= 597.3 L85 @ 13'- 0.0' LOCATIONS REACTIONS REACTIONS SIZE SG.IN. (SPECIES)
0'- 0.0' -459/ 2034V -110/ 11 Or 5.50° 3.55 OF ( 625)
OVERHANGS: 18.0" 0,0' LIMITED STORAGE ODES NOT APPLY CUE TO THE SPATIAL 21'- 0.0' -399/ 2034V of pH 5.50" 3.25 OF ( 625)
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING NET.
Connector plate prefix designators: COND. 2: Desian checked for net -5 sf Uplift at 24 "oc s nein .
V5M20HS,Ml8H8 (or no prefix) = tingGogriprus, Inc BOTTOM TOM C CHECKED FOR 10PSF LIVE CONC, TOP
M,M20HS,M18NS,M16 = MiT ek Mi series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=6/240, o60
MAX LL DEFL -0.011' @ -1'- 6.0° Allowed = 0.150"
MAX TL CREEP DEFL = -O.D15" @ -1'- 6.0' Allowed = 0.200-
MAX LL DEFL = -0.064° @ 13'- 0.0' Allowed = 1.004"
MAX TL CREEP DEFL = -0.742' @ 10'- 6.0' Allowed = 1.339°
MAX HOAR LL DEFL = 0,023" @ 20'- 6.5'
MAX HORIZ. TL DEFL = 0,037° @ 20'- 6.5'
Design conforms to main windforce-resisting
7-11-11 5-DO-10 7.11-11 system and components and cladding criteria.
Wind 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7.10,
4-00-14 3-08-08 2-08-10 2-06-05 3-10-13 4-00-14 (All Heights), Enclosed, Cat.2, Exp,9, MWFRS(Dir),
597.30# 597.30# load duration factor=1.6,
12 12 Truss designed for wind loads
B.00 p 1 M-3x4 M-5x6 QB.00 in the plane of the truss only.
s
M-1.5x3 M-1.5x3
m
0
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1 M-3x8 0.25" M-3x8 D B o N
M-3x8 atyC�\ IN
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7-07-10 5-38-12 7-07-10
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1.06 21-00 Y` OREGON1b
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - CH1 Scale: 0.2744 EXPIRES:12131/2015 WARNINGS: GENERAL NOTES,unlessmasnamenotea: EXPIRES:12/31/2015
1.Builder and erection contractor should he advised of all General Notes 1.This III is based only upon Me p•remetela alloy and is for an individual
Truss: CH1 and Wampa inoff..ennaannnon remmenees. nuilmnp=a,nponenc Arguable,of design parameters and proper
2.2x4 compression vase bracing must be lrmmtlea where shoren.. inn assumes
Me Hour Me responsibility of the building designer. }
0.Additional temporary bracing to Insure stai auang consanabon 2.Design aaaumea ue cop and begin chords to be later•lry braced a, RRII,1,e
DES. BY: LA is the responsmitilr of me erector.Additional permanent bracing of 2'oc.man an0'sm.restricted,umess braced thrguy,m mel,lan0gmm by
Me overall structure is the responsible, floe buildingdesl tinuaus meaning such am plywood sheaminaRcl meager arywae(ecl. q� FNVA
DATE: 6/20/2014 4.No load slwula be applied A•n t o tuntll•hallL zun d 4,�atallaeobridging
of truss Ic lateral relsbmcmgregofMevinare mevco nt• O � T
SEQ. . 5968396 p ytime`mD°call °m m to
o be used
n a ner-pectiveeenviron Q 4w C FP
trifocal are complete andategmpoent. am loads greater na, s. andianmr assumes robe used in a ngn�grrg.ne environment, C Re TC
sea roaeaasnopl�earooverandassum and alassu es degas glace .y
TRANS ID: 401529 s.deal has no chino rana•ssum<s no mammreents.rorne ° oes�gn s mne.rma•r all supports angva,.shim gry aageu
Im.do..handling,anal and ie limitations
cumrms Mr . zoed,assumes adequate drainage is rgmded. 0
6.Thio design ie lumbM1etl suspect to the llmlM1tlona set firms by 6.Plates shall be located on both faces offal and placed so their center ref
TIL
.colowlem war
art
r lines.
II II VIII VII'II II'IIIIIIIIIIIIIII MTekU SA, ra/CGmpul S01fWare 766(1 L)-E copies of which aff!be furnished upon request 10 Digiti indiaakaa�eopplae deal ,selues see ESR-1]11,ESM-1938 Defeo) 'I-O kg 51398 W�
A C/5T6R
�SSAONAL�G�
11111111111111
IIIIIIII I This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 21'- DA' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.OD
TC: 2x4 OF M18BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 94 2-11=(-309) 928 3-11=(-161) 142
BC: 2x6 OF SS SPACED 24.0' O.C. 2- 3=(-1211) 450 11-12=(-248) 854 11- 4=( -98) 331
WEBS: 2x4 OF STAND 3- 4=(-1023) 424 12.10=(-315) 932 11- 6=(-141) 142
LOADING 4- 5=( D) 0 6-12=(138) 131
TC LATERAL SUPPORT <= 12"OC. JON. LL( 25.0)+DL( 7.0) ON TOP CHORD 32.0 PSF 4- 6=( -795) 38B 8-12=(-120) 332
BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10,0 PSF 6- 0=( -795) 361 12- 9=(-169) 158
TOTAL LOAD = 42.0 PSP 7- 8=( O) 0
------------------------------------- 8- 9=(-1025) 424
NOTE: 2x4 BRACING AT 24.00 UON. FOR LL = 25 PSF Ground Snow (Pg) 9-10=(-1214) 455
ALL FLAT TOP CHORD AREAS NOT SHEATHED
_____________________________________ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA
OVERHANGS: 18.0' 0.0° LOCATIONS REACTIONS REACTIONS SIZE 50.111. (SPECIES)
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 0'- O.D. -1901 1064V -110/ 119H 5.50' 1.70 OF ( 625)
Connector plate prefix designators; AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 211- C.D. -1301 881V O/ ON 5.50' 1.41 DF ( 625)
C,CN,0I8,CN16 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series COND. 2: Design checked for net -5 sf) uplift at 24 'so spacing.
VERTICAL DEFLECTION LIMITS: LL4/240, TL=L/180
MAX LL DEFL = -0,011' @ -1'- 6,0' Allowed = 0,150'
0-WM 05 MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
(�1`T MAX LL DEFL = 0.025' @ t0'- 6.0' Allowed = 1.004'
9-11-11 1-00-10 9-11-11 MAX TL CREEP DEFL = -0.054' @ 10'- 6,0' Allowed = 1.339'
4-00-14 3-08-08 2-02-05 2-02-05 3-08-08 4-00-14 MAX HORIZ. a DEFL = 0.009' a 20'- 6.5'
MAX HORIZ. TL DEFL = 0.014' @ 20'- 6.5"
Design conforms to main windforce-resisting
8-00 8-00 system and components and cladding criteria,
wind: 140 mph, e=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 5 7 12 (All Heights), Enclosed, Cat_2, Exp.B, RFRS(Dir),
8.00 Q 8.00
load duration tactor=1.6,
M-4X6 M-4%6 Truss designed tl for wind loads only.M-3%4 in the plane of the truss only.
s
0
M-1.5x3 M-1.5x3
0
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7-07-10 5-08-12 7-07-10
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CH2 Scale: 0.2602 MFRRII..-
WARNINGS: GENERAL NOTES,unless oMervase noted: EXPIRES:12/31/2015
I.Soaam and erection contractor should be advised of as General Notes I.This drusen is based only upon Me p im uetem shown and is for an Inspired
Truss: CH2 and warnings betas constiomam commeoods building wmponent Applicability ofamsign parameters and proper
3.hd wmpression uses bmdng must be insfellet where he- mmrpomem of component is the repomibmly of Me building designer.
a.Adainon.nempomry m.cmg to msore stability apdne conso-ernon 2.Design assumes Me top and bottom moms m be laterally braced M q,RRIIy B
DES. BY: LA 's the drumonbiliN drum erector.Additional permanent bracing of oo.esddseaMin at 10' rsuch amnrical!sbuMingTraced ougnamlhebiangnby J� FWAS "f
Me ovean structure is Me mspennbmN of lire building designer. 4nuwaaheeNi or sucheapding resheed were
esoNar arywen(ee).
GATE: 6/20/2014 a racin a.unimp.otboadiamin fbrumit Me responsibility wheresne contractor.
O HGy T
SEQ. : 5968399 a.No lone sam..Ihould elateaamano componentshould loner all bracing 4.Based assumes is Me me to be used amrmspemadve mrhrmc
msfenemmw complete and moo timonent. any lovas gmaerM.n s.and Based assumfor es condMsare robe used in.nor,-conosme emrbonmmne, fit' p
Comfort
-has applied to over and assum aer.ssumeu allon•m use.
y
TRANS ID: 401529 5.cdmctd,has no controloverandassumesno,eapdneanm,Thr Me 6.nream assumes full beming et ell wpporb ahoxn.Shift or wedge 11
fabricated,nanatina.shipment and msdllamn dr admpomm�u. 7.oeagn assumes adequate eramege is mmaed,
6.This design is mrnlehea subject to Me mmtations set form by 6.Plrume Mal be located on ham Mees ormusa and placed so Meir center ,/�
TIPL
GA
1,comes of
ch wall be protruded upon
Ones coincide
IIII VIII VIII IIII VIII VIII VIII IIII IIII in includs.
M Te�SA�GOICOrnpUTf arSORWare 7.6.6(1 L}E request IO.Fjoint center lines
ul
basicmwe^es era/plt¢Eaeign values see ESR-I III,ESR-1 988(MITek) -/O 51398
W CjR l'
s'rIONALENG
VIII III(IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBEfl SPECIFICATIONS TRUSS SPAN 21'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TO: 2x4 DF N1 ASTI LOAD DURATION INCREASE = 1.15 1- 2=( O) 94 2- 7=(-176) 933 3- 7=(-274) 239
BC: 2,,4 OF M1&BTR SPACED 24.0' O.C. 2- 3=(-1195) 274 7- 8=( -74) 606 7- 4=(-140) 485
WEBS: 2x4 OF STAND 3- 4=(-1052) 336 8- 6=(-168) 905 4- 8=(-139) 497
LOADING 4- 5=(-1054) 355 8- 5=(-281) 238
TO LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)-DL( 7.0) ON T 0 P CHORD = 32.0 PSP 5. 6=(-1197) 294
BC LATERAL SUPPORT <= 12"OC. BON. DL ON BOTTOM CHORD = 10.0 PSP
TOTAL LOAD = 42.0 PSE
OVERHANGS: 18.0" 0.0' BEARING MAX VERT MAX HOPE SLID REQUIRED BRG AREA
LL = 25 PSP Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
Connector plate prefix designators: 0'- 0.D' -138/ 1064V -149/ 158H 5.50' 1.70 IF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuT rus, Inc BOTTOM CHORD CHECKED FOR A 20 PGF LIMITED STDRAGE 211- 0.0' -105/ 881V 0/ OH 5.50° 1.41 OF ( 625)
M,920HS,M18HS,M16 = M1Tek MT series LIVE LOAD AT LOCATIDN(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 1D ESP. COND. 2: Design checked for net -5 of uplift at 24
VERTICAL DEFLECTION LIMITS: LL=L/240, TL4/180
MAX LL DEFL = -0.011' @ -1'- 6.0- Allowed = 0.150'
MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
MAX LL DEFL = -0.027' @ 13'- 10.4' Allowed = 1.004'
MAX TL CREEP DEFL = -0.064' @ 131- 10.4' Allowed = 1.339'
MAXHORIZ. LL DEFL = 0.012' @ 20'- 6.5'
10-06 10-06 MAX No Z. TL DEFL = 0.020' @ 20'- 6.5'
5-05-07 5-00-09 5-00-09 5-05-07 Design conforms to main windforce-resisting
� system and components and ,looming criteria.
12 12 Wind 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
8.00 M-4X6 Q 8.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=l.6,
4 4.0" Truss designed for wind loads
in the plane of the truss only,
i
M-1.5x3 M-1.5x3
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7-01-10 6-08-12 7-01-10
1-06 21-00 1 9G OREGON b. �Q-
/� ql- 14. 2" P}
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - G3MFRRIO,0
Scale: 0.2619 p
WARNINGS: GENERAL NOTES,un;easpNchwif noted: EXPIRES:1213OHO
1/20155
1.Budder and erection dinactur should be advised of all General Nees 1.This data,.is based duty upon Me a.miumtera an..quit b for an;nary;anal
Truss C3 and Warina>before corutuetion mmr.a.ra.. building component applicability of esign parameters and proper
2.2x4 compressionsxle bracing must be installed"here shovm.. mmryoration of component Me responsibility of Me building designer.
n.Addlionelkmporary being to Insure stability during construction 2.Design assumes me top and bottom charas to be laterally braced at
DES. BY: LA ;s the re
of Me alienor.Additional permanent bracing of To.c.and at 1W do.respectively dmeas braced me-,.mfleirlerg M'b q
DATE: 6/20/2(114 pone; iryo torous sheathing such as plywood sh addi TC) nl',myvalliv. J19 ,(WAS "f-
Me overall structure is Me res leu 1 Me building area-ret. a 2x°impact badging or lateral bracing required shard show... O KGy T
• 4.No load should be applied to any component until alter all basun,antl 4.mabllaeon or muss is Me responsibility of Me reapeethecontractor. QP ��' CT C5�
SEQ. . 5968400 fatten a are complete and at no from should any loads greater tan s.Design assumes busses are tobeused inanor-corresrveenvironment R O
design lead.b lied to em. a re for• condi ion of use. ,y
TRANS ID: 401529 s.Comauteds has applied
over dna ssumes no responsibility ler Me S.and assumesNll bearing at all supporta shown.shim or wedge if
fabrication nanelmg,shipment dna insteneuon of ampoanls. 7.Design assumes adequate drainage is raeam. 0
6.Thisdesign'ia furnished subject to Me limitations set torn by e.Platen shall located on both faces o�muss.and placed so Meir anter
III VIII(IIII VIII IIIIIIIIIIIIIII IIII IIII TPLWi RCSl,copies of W,ich vAll be furnished upon request Ines coincide wit joint zweer lines.
9.Digits indicate size of plate;.icons. 4
MITek U$A,Ino.ICGn PUTruSSoflWare7.6.6(1L)-E 1g.For basic connector plate design values see Fee 1311,PAR-1 gas UdITek) yMO ,p�,C,13988
5�
S`rIONALG
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IBL 2012 MAX MEMBER FDRGES 4WR/GDFICp=1A0
TO: 2x4 OF M18BTR LOAD DURATION INCREASE - 1.15 1-2=( D) 94 2-4=(D) 0
BC: 2.4 OF MIMBTR SPACED 24.0' D.C. 2-3=(-64) 72
TC LATERAL SUPPORT c 12.00. UON. LOADING
BC LATERAL SUPPORT <= 12.00. UON. LL( 25.DL,DL( ].0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0' B.G. TOTAL LOAD = 42.0 PSF 0'- C.O. -96/ 398V -16/ 73H 5.50' 0.64 OF ( 625)
1'- 10.9' -110/ 141V OI OR 1,50' 0.23 OF ( 625)
Connector plate prefix designators: LL = 25 ESE Ground Snow (Pg) 8'- D.O' 0/ 64V OI OH 5.50' 0.10 OF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,920HS,MIBHS,916 MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: 0e sin checked for net -5 sf uplift at 24 'oc s acid .
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET,
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=LI180
BOTTOM CHDAD CHECKED FOR LOUSE LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0,015' @ -1'- 6,0' Al lowed = 0.200'
MAX TO PANEL LL DEFL = 0.005' @ 1' 0,8' Allowed = 0,114'
MAX TC PANEL TL OEFL = 0.008' @ 1'- 1.5' Allowed = 0.1]1'
MAX BC PANEL LL DEFL = 0.022' @ 3'- 6.6' Allowed = 0.354-
MAX BC PANEL TL DEFL = -0.102' @ 1 4.8' Allowed = 0.472'
MAX HOAIZ_ LL DEFL = -0.000' @ 1'- 10.9°
1 11 11 MAX HORIZ. TL DEFL = 0.000' @ 1'- 10.9"
Design conforms to main windforce-resisting
system and components and cladding criteria.
12
8.00 Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.D, ASCE 7-10,
All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
a
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - Ci Scale: 0.6026 MFRRII.\-�
WARNINGS: GENERAL NOTES,unlso.imerWaenofea: EXPIRES:12/3112015
1.Builder and arecton contractor should he advised of all General Nolen 1.This use,le based only upon Me mmmefert shorn and is lar mineMeual
Truss: DJ1
and Warnings before eorawcbon commences. Pmltlng component.Appicabain of design passmetem and proper
z.zxa camp assion xeb bracing must be Installed wfiere shover., incorporated of component is he responsibility of Me bWalnB designer. RR L
a.Additional temporary bracing to insure stability during construction 2.Design at es 10@a kpand beMmchords hunobehroughlybramdat t,
DES. BY: LA I.the
ms bili f Ne erector.Additional mmen f x'a. add aIm'ming such asps dmdaebathern anon theirlengthby a��NINE 8q,
onthri Imaging or chaaWwooa mem e�ws door my,.aryee).
DATE: 6/20/2014 Ne dad sh uld be p.he d toresponsibilityany
ponenesnnm�g all bracing a.hote ct of mea iearalbracing mwn�e resile nevant O k14. A
4.Noloe�s amcmappliesmany component anal after areatergand 4.Dewlnassmes buses aree to be use fNemsnueatee environment. OPSEQ. �� CTO F,P
TRANSID: 401 designfastancersar.be plate to nydetmeshould any load Greater Man s,Design assumest eau.a .dad nesme admrndmem,
TRANID: 401529 aeamgnfoaae.nppneam.,a,ampadant. actsssued anrigaof ta ,y
S.Co parm,M1asno .1hpurover rd erssumesno rcompenisate.fire Ne B.case....
asel.. a Nllb bearing at lop supports shover,Shim or vrctlga if
fabrkatod.nenaing,ampmem dna mstallloeon.1 compensate. T.Design:niumes adequate rvamage in Provided. 0
s.This design is furnished subject to Ne limitations serfomr by e.Plates shell be located on bon faces of Agee,and placed loo Near center
II II(IIII VIII(IIII(IIII VIII VIII IIII IIII TPlruurcA N Besl copies arr,nton will be mmianea upon request. Dien andicat wN lo,dr at eIn inches,
B.ForDigitshomer con etato m late N niches. +f A 51398 tip
MITekI15A, nC./CGRIpNTn1S 5GflVIar¢].6.6(i L}E tO.For bask connector pletea¢aign values see ESR-131 1,ESR-1 BBB(MiTeF) O�q�j�a
SSrONALO
11111111 111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIDNS TRUSS SPAN 8'- D.0° IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2 x 4 OF M18BTR LOAD DURATIONINCREASE = 1.15 1-2=( 0) 94 2-4=(D) 0
BC: 2x4 OF k18BTR SPACED 24.0' 0.C. 2-3=(-83) 74
TO LATERAL SUPPORT <= TOO. LON. LOADING
BC LATERAL SUPPCRT <= TOO.
UON. LL( 25.0)+DL( 7.0) ON TDP CHORD = 32.0 PSP BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
OL ON BOTTOM CHORD = 10.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18,0' D.C. TOTAL LOAD - 42.0 PSF 0'- 0.0' -51/ 437V -3D/ 11DH 5.50° 0.70 OF ( 625)
3'- 10,9' '39/ 150V D/ OF 1.50' 0.24 OF ( 625)
Connector plate prefix designators: LL - 25 <SF Ground Snow (Pg) 8'- D.C. 0/ 71V 0/ DH 5.50' 0.11 OF ( 625)
C,CN,CI8,CN18 (or no prefix) - CompuTrus, Inc
M,M20HS,MIBHS,M16 MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRS 2012 NOT BEING MET. COND. 2: Design checked for net -5 sf) uplift at 24 "oc s acro .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
BOTTOM CHORD CHEC(ED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL -0.011° @ -1'- 6.0' Allowed 0.150"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0° All owetl 0,200°
MAX LL DEFL = O.D00° @ 0'- 0.0° Allowed 0,17B'
MAX BC PANEL LL DEFL = O.D24' @ 3'- 6.6" Allowed 0.354'
MAX TO PANEL TL DEFL -0.037' @ 2'. 5.3° Allowed 0.413'
MAX BC PANEL TL DEFL .0.152° @ 4'- 4.8° Allowed 0.472°
MAX HORIZ. LL DEFL = -0.000° @ 3'- 10.9'
MAX HORIZ. TL DEFL = 0.000' @ 3'. 10.9'
3-11-11 Design conforms to main windforce-resisting
system and components and cladding criteria.
12 Wind: 140 mph, h=15ft5 TCDL=4.2,BCOL=6.D, ASCE 7-10,
8.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Gir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
0
ca
0
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n
0
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1-06 PROVIDE FULL BEAfl IMG'Jts9 3 4 B-00 9 F
9L OREGON1�
P-�-
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - CJ2MERRIt�
Scale; 0,5276
WARNINGS: GENERAL NOTES,amees omerntss rimed. EXPIRES:12/31/2015
1.Builder and erection contractor should be aaviaeaore11Geneml Nems 1.This design is based only upon the parameters Wrown and is for an individual
Truss: Ce12 and Warnings before cnnawctien m
comepco. building component.Applicability of design parameters and proper
z2.4 ourromnmp end bracing..at be emerged vin are shorn incorporation or components me reaporsilairyotme building designer.
a.Addiitional•samponary bracing to insure stability during construction 2.Design assumes the top and bottom warm to be lateral braced at
DES. BY: LA 2o.c.and It 10..c.,e,surve,unless Forced Mrougnodt area lengm by
is the responsibility or Me erector,Marronal permanent bracing or continided;hea16in9;rich ad dFoexod eheeming( andmr onavall c) ♦9 WA
g 8
DATE: 6/20/2014 Me overall structure is me responsibility of me building designer. 3.2x lmpen badging or least bracing required aboard shmem.. J OF
4.No load should be applied to any compenemuntil;mer all bracing and 4.lostallanon onruss is Me respon; mue m ohne respective contractor. qQ' rrr4' Q�• F'
SEO. : 5968402 ra;ldnew are complete and at no time should any lode;,'eater man moss
S.Design assumes es ares be use a ran-somosmenvironment
design loads be applied m any component. d are for'dry conation'of use. 2
TRANS ID: 401529 5.CompenTmn has no control over and assumes no responsibility for me 6.and are
boll learn,at all duppods shone.Shlm or-do.M
mm¢amn.hanarme,shipment amm�aMllaaon elcomponenrc. 7.Design assumes adequate drainage is coded. 0
s.The design a Mrndhed subject m the 11mMFon;ort roM by 8.Plane si be located er boll lace,o ior...and placed 10 Meir tonin ref
TPl
TCA in
1.copies of
lines coincide vaur joint center lines.
111111 VIII VIII IIII II VII VIII IIII IIII MTek USA, na./CompuTf s'SORWare T6.6(1L)-E request 19.0.POBnbesoc0n¢ctor plalte deLBn values see EBR-1312 ESR-1998(MiTek) 'I-O 8g 51398 @�
A CISTER
�SaryONALE�G
VIII 11111 IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0' INC 2012 MAX MEMBER FORCES 4WAIGDF/Cq=1.00
TC: 2x4 IF M1&BTA LOAD DURATIONINCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 IF N1&BTA SPACED 24.0" O.C. 2-3=(-120) 94
TC LATERAL SUPPORT o- 12'00. JON. LOADING
BG LATERAL SUPPORT <= 12CC. JON. LL( 25.D)IDL( 7.0) ON TOP CHORD = 32.0 PSA BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 18.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' -461 495V -44/ 147H 5.50' 0.79 IF ( 625)
5'- 10.9' -1241 180V 0/ ON 1.50' 0.29 IF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) B'- 0.0' O1 83V D/ ON 5.50' 0.13 IF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,MIBHS, 16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net -5 sf) uplift at 24
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/1B0
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEAL = -0.011' @ .1'. 6.0" Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEAL = -0.015' @ -1'- 6.0' Allowed = 0.200"
MAX LL DEAL = 0.000' @ 0'- 0.0' Allowed = 0.078"
MAX TL CREEP DEFL 0.000' @ 0'- 0.0" Allowed 0.105"
MAX TO PANEL LL DEFL 0.120' a 3'- 2.1' Allowed 0.436"
MAX BC PANEL TL DEFL = 0.182" P 4'. 1.4" Allowed = 0.472"
5-11-11
MAX HORIZ. LL DEFL -0.001' @ 5'- 10.9'
MAX HORIZ. TL DEFL = -0.001' @ 5'- 10.9'
Design conforms to main winaforce-resisting
12 system and components and cladding criteria,
8.00
Wind: 140 mph, hit, TCDL-4.2,BCDL-6.0, ASCE
(All Heights), Enclosed, Cat.2, Exp.B, MWFTS(
Oi
Toad duration tactor
Tru sdesigned
for wind loans
in the Diane of the truss only.
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1-06 IPROVIDE FULL BEARINGJts:2 3 4 6-00
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH Ci Scale: 0.5026 MERRIIL�
WARNINGS GENERAL NOTES,unlesotherMaenolea: EXPIRES:12131/2015
/. 1.Builder and erection contractor should be advised of all General Notes 1.This dealgn is based only upon Me parameters abovm and is for an Individual
TfUSS: 1x13 and warnings before constructor commencer. building component.Applicability of design parameters and proper
i.as compression seen bracing moat be installed Mere ahavm..
memo raSon or component's me reaeonsbday of Me building designer.
a.Addition at bracing to insure sizable auMg mnsuni donnaand umea Me tepanebogom cess brbd throughout laterally braced at lv'a""4pe
DES. BY: LA is the responsibility of Me areomr.Admmnat permanent bracing m 2'no. mm'a.ng n abvaNgmersmalying throughout theirlengthby J19 FWAS
Me overall nm,cmre is the responsibility of building desi dmeoeasneamngauehasply moasheed Mere omer+arlier myrenlee).
DATE: 6/20/2014 pones no a goer. s.antmpaobodemg as Me required of Mesherennevm+.
4.Nomaesarembeapplied loany o tme should
any erten all Mane a.Design Installation rmses neon¢use in a doapecilaeeontviron
SED. : ID: 403 finstannands design
complete and at comma dhows env laded greater man sand Design srumertruaaeasrembe edea in a non�onaane environment, rrr C
design loads e.append m ever add a.ma. lye are assumeor'dry s aneim,r of use.
.y
TRANS ID: 401529 s.eemwTm.nasno wnvw over anaas.pmee oo sminAmonz.for lye s.mice-as.ames mil bearing•tall.wpom morin.Shim m.eeaen
fabncaaoa nenaing.shipment•nil'm.lolmaon ar<ampanents. 7.oeatgn assumes adequate drainage ismea. 0
6.Thin design is furnished subienm me limitations set form by e.plater area he located an both faces oPtruss.and placed so their center
i111111VIIIVIIIVIIIVIIIVIIIVIIIIIIIIIII TIVATCAinSCSI,copies ofwMhsell befurwmedupon membet. lineaemodinvh)Part canteran...
e. f kt�
MIT¢k lJ$A, I1C.lOOTpuTNS SoflWar¢7.6.6(1L}E fgGtgim indicate size ofPlam m inures.
.For baste connector plate design values see ESR-1311 ESR-liagin ITek) Q �( �
d.� lj C51398iAoy c�-
SSIONALti�O
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TO: 2x4 DF a1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(D) 0
BC: 2x4 DF M18BTR SPACED 24.0' B.C. 2-3=(-160) 122
TO LATERAL SUPPORT <-- 12'00. UON. LDADING
BC LATERAL SUPPORT <= 12'OC. UO N. LL( 25.0)'UL( ].0) ON TDP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
OVERHANGS: 18.0" 0.0. TOTAL LOAD = 42.0 PSF 0'- 0,0' 46/ 550V -57/ 184H 5.50' 0.88 DF ( 625)
]'- 9.2' 0/ 158V G/ CH 5.50' 0.25 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) T'- 11.7' -100/ 217V D/ OF 1.50" 0.35 OF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek NT series BOTTOM CHORD CHECKED FOR A 20 PER LIMITED STORAGE COND. 2: Cation checked for net(-5 mofj uplift at 24 "oc is acro
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PER. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180
7-11-11MAX LL DEFL = -0.011° @ -1'- 6.0' Allowed = 0.150'
- MAX TL CREEP DEFL = -0.015" @ -1'- 8.0' Allowed = 0.200'
MAX TC PANEL LL DEFL = 0.381" @ 41- 9.0' Allowed = 0.596'
MAX TO PANEL TL DEFL = -0.432" @ 41- 6.0" Allowed = 0.894'
MAX HORIZ. LL DEFL = -0.002' @ Z'- 10.9°
MAX HORIZ. TL DEFL = .0.002' @ ]'- 10.9-
12 Design conforms to main winresisting
system and components and cladding
criteria.
6.00
Wind: 140 mph, h = , , ASCE 7-10,
(All Heights), Pretreat, Cat.2, Exp.B,
MWFAS(OirJ,
load duration factor=1.6,
inMth tleslgnetl filo Wind loads only.in the plane of the truss only,
0
m
m cp
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for
r
0
0 4
M-3x4 D PROFFS
IN S/
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1-06 IPROVIDE FULL BEARING'Jts:2 4 3 8-00
9L OREGON t.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH CJ4 Scale: 0.4861 PRO-
WARNINGS GENERAL NOTES,amore am"Me noted'. EXPIRES:12/31/2015
I.Builder and elessoncontractor should be advised of all General Notes 1.This design is based only upon the parameters sboand is for individual
Truss CJ4 and Warnings beforecommuenon commences. building comp°nem. vn pnebilM of Peametew and proper
2asMb.2x4 compassion Mb bracing must be awarded Mere shove e. capormon of component is Me responsibility of Me building designer.
3.Acidic nal temporary bracing M insure stability during construction 2.Design assumes Me top and bottom chords to be laterally braced at ME 1Lt,8
DES. BY: LA is meresproslbility of Me erector.Adamant permanent bracing of 2'r.w and at 10 ox.remPecnrely unless braced Mmughaw Meir lengrMby q�
rnbnuaus sheeting such as plywood sneamngi anerar dr,bri q. l9 WAS
DATE' 6/20/2014 me overall structure is to responsibility of Me building designer. 3.za Impact bridging Iatialbracnrequired4 Q H
wnea moven.. O A
4.Nataeshard
cmappliedaenv component any carr all baer Mane 4.Designassofes sines responsibility to
be1Ma respective contractor T ,r,Q' WC E'
SED. : 5968404 tmenloads be applied
anent no compos hods any cards greater tan S.Design rameswnties'o tuba used in anrntionasNe envbanmene 'p
TRANS ID; 401529 5,Con,uir�shaas no°control over component
no responsibility for me S.Design`a...me..11Fre°ma at all suppow shown.shim or veeege if
fabdcadan,handing.shipmentrand msellamon°of components. /.neve, wrdequete aainage is mpvmed, 0
s.This errigris mmlshed eubled m me insurers at is.by e.plates ahali ee located on be.wrom of true;and placed ao met,comer
(II II(IIII VIII(IIII VIII VIII(IIII IIII IIII TPINMTCA in SCSI,copies of whim MII be ernimM1etl upon requed. lines-ii size of Ir.terpin e. r. air
MiTek USA,Inc/Com uTms Software].661L-E 10.FDo816e�¢aa nnemoof
ielie ee:i shC6ESR-1311d+ a. 513�98q
p G ( 1 f go values see �ESR199a(MITek)
�sS�ONAL Lv"-G
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 9'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00 -
TO: 2.4 OF M18BIT LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-5=(0) 0
BC: 2x4 OF MIMBTR SPACED 24.0' O.C. 2-3=(-217) 202
3-4=(-123) 47
TO LATERAL SUPPORT <= 12.OG. UON. LOADING
BC LATERAL SUPPORT <= 12.00. UON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PST
DL ON BOTTOM CHORD = 10.0 PSR BEARING MAX VERT MAX HOPI BRG REQUIRED BAG AREA
OVERHANGS: 18.0" 0.0' TOTAL LOAD = 42.0 PST LOCATIONS REACTIONS REACTIONS SIZE SO,IN. (SPECIES)
0'- 0.0' -29/ 515V -]tI 221H 5.50' 0.82 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- 9.2' 0/ 152V 01 ON 5.50' 0.24 OF ( 625)
0,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc 7'- 11.2' -213/ 488V D/ ON 1.50' 0.63 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- 11.7' -92/ 28V DI ON 1.50' 0.05 OF ( 625)
LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND. 2: Design checked for net -5 et uplift at 24 be s acro .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = -0.011' @ -1'- 6,0' Allowetl = 0.150'
MAX TL CREEP DEFL = -0.015' a -1'- 5.0- Allowed = 0.200'
MAX TC PANEL LL DEFL = 0.275' @ 3'- 10.7' Allowed = D.598-
MAX TO PANEL TL DEFL = -0.240 @ 3'- 11.0' Allowed = O.B97-
MAX HORIZ. LL DEFL = -0.003' @ T- 11.2'
MAX HORIZ. TL DEFL = -0.003' @ 71- 11.2-
12 Design conforms to main windforce-resisting
8.00[;7 system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.6, MFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
T i0 the plane Of the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - CJ5Scale: 0.4318 MFRR10-e
WARN Ni OENERAL NOTES,unlecaotnanows otad'. EXPIRES:12/31/2015
1.Burner and erection schem or should be not Drop General Notes 1.This cause is bassoNaoen 1.parameters sham ane a for an ind'nidum
Truss: CJ5 and Warnings before consmm'on commences. building component.Applobility of design parametem and proper
1 2.2x4 compression.eb bracing most be msmlled wn.re.novm.. mcorporamn of component is the responsibility of me and designer. RRILj,
1 Additional bracing to losure comes,dme'conao-ucuon 2.Design assumes the top and bottom ohm&to be lamaiybraced at
DES. BY: LA istberesponsibiliyofteerecfor,Addmon.1 P ouncectbracmgnf lac.and at IOfa.a.respectively unless braced throughout met,lanW,by 9 B
tinuous sh"t'i g such as plywood shaammgTcl mor drywan(eq. Jt 4 WAS
DATE: 6/20/2014 me overau structure is are responsibility of me aside,designer. 3.u Impact bridging ateral bracing required where shown.. P �O S-e t. �A
4.No load should be.,sued am component.111 ane,a'bracing and 4.installation of broad is me responst�py fare respemve contractor. Q C), ,P
SEQ. : 5968405 fmrenam are complete and at no lima should any mads greater man 5.Deman assumes losses are to be used t.non-commy.environment Ass p
design loads be applied to any component. and are he-dry samurai of use. y
TRANS ID: 401529 5.CompuTrus has no control over and assumes ne responsibility for mo &Design assumes hill bearing at all supportshoi shim ar wedged
rabrmation,nandpn'.shipment and ineralmdon of components. 7,oeslgn assumes stomata&.mage is provided.
a.This design is Nrnmhed subect to Me limitations set foM by 9.Plata shay be located on bot forec of Vhae,and placed so matr center
II II VIII VIII(IIII(IIII VIII(IIII IIII IIII TPINJrCA in SCSI copies of wfiicn rill be famished upon request. g them Diyb indicate snze ofnptl to in to hs 51398 2a
M iTek tlSA,Inc./CompuTrus Software].6.6(1 L)-E vi.For connector blah design Values see ESN-t tit ESR-t 988(MITew
SSrONALL�O
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' IBC 2012 VAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 OF M18BTILOAD DURATION INCREASE - 1.15 1-2=( 0) 94 2-4=(D) 0
BC: 2x4 OF M18BTR SPACED 24.0" 0.C• 2-3=(-78) 26
TO LATERAL SUPPORT d- 12"OC. JON. LOADING
BC LATERAL SUPPORT c 12°OC. UDN. LL( 25.0).DL( 7.0) ON TOP CHORD - 32.0 PER BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 FOR LOCATIONS REACTIONS REACTIONS SIZE PEAK. (SPECIES)
OVERHANGS: 18.0' 0.0' TOTAL LOAD = 42.0 PER 0'- 0.0' -111/ 429V -16/ 73H 5.50' C.69 OF ( 625)
1'- 9.2' 73/ 43V 0/ DH 5.50' 0.07 DF ( 625)
Connector plate prefix designators: LL - 25 PSF Ground Snow (Pg) 1'- 11.7' .19/ 42V O/ DH 1.50' 0.07 DF ( 625)
C,CN,GIB,CN18 (or no prefix) - CompuTrum, Inc
M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net .5Pat) uPlitt at 24 "oc s acid .
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/l BO
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL GIRL = -0.011' @ -1' 6.0° 'Allowed - 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP GIRL = -O.D15' @ -1'- 6.0' 'Allowed - 0.200'
1 11 11
"AN
BC PANEL LL GEFL = Q.DD2' @ 1' 0.1' Allowed = O.D54'
MAX TC PANEL TL GIRL = O.D03' @ 0.0' Allowed - 0.171"
MAX HORIZ. LL DEFL = -0.000' @ 1. 10.9'
12 MAX HORIZ. TL DEFL = .0.000° @ 1'- 10.9-
8.Do
0.9'8.00 17 Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15It, TWL=4.2,BCDL=6.0, ASCE 7 10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
0
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PROVIDE FULL BEARING-Jts.2 4 3 2 PPE r
OREGON j,
qY 14, 2S'
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CSJ1 �FRR11-L 6
Scale: 0.6955 EXPIRES:
V p OHO
WARNINGS: GENERAL NOTES,unlessommEX
e
isenoted'. PIRES:12/31/2015
I.Builder and a ection contractor should be advised of all Gen...I Net.. 1.This Eeeipn is Lace t up..Me paremetemiddsen end is for an individual
TfUSS: CSJ1 and warnings before cons ction commences. wilding component.Applicability ofdemon macrame and proper
z za compression vreb bracing..at be inataa.a wmere ano»rn., amoration or camponentis me responsimulyotme building designer.
].Addi4eoaltemporary bracing to insure stability during constructim 3.2...nndat1 'of respop ndbotlom chorMroberoughNttheirtraded N AltIIyt
DES. BY: LA i.mereeWnsibilityollheerecWr.Addbanalpermanembraungor a'o.w end eH 0'o.c.respecrgely autos.b,.md throughout their lemmqm�by V
mem-eras ao-nnure is me ram dill ancone anaammg such as plysoeri aheamiagi mayor yvwnlllBe). l9 WAS
DATE: 6/20/2014 Pdnsi yormebuildingdesigner. 3.Llmpactbridgingorlateralbmandrequired"ereshown,. 4 OF xGy s
4.Me load aromd be applied to any component coal after all bracing and 4,msullamn of is me respontlmliry t me respesbve contractor. 1:37
SED. : 5968408 fastenrs are complete and at no time should any Idea Greater man s.Design assumes trusses are W be used pm a non-comosme environment
aealgn loads be applied to any component S.Design for'd,
cMe omm nine alai supports shown.Shim or wedge lr
TRANS ID: 401529 compaTmahas noschool over and assumes noreapenammrofdme
febri non,hani shipment and msmllaaob orcompon.tr 7.Designassume,adequate drain...is rovldad.
R.This death+l.mrnishad eup.n to m.nrinum.n.set roan by B.Plates shell be Indicted on both laces....,add placed ao than ad,., �a
Thn
I,copies of
ch wit be furnished upon
lines coincide vard joint center flues.
IIII VIII VIII VIII VIII VIII(IIII IIII IIII NTek USA,rOLICMPUTf SfSoftware 7.66(1 L)-E request 19.0,Fo rbaac connectors plglte design values see ESR-1311,ESR-19681MITein 'r 4 51398
OA ��'GIS'CB��
�SS�ONALti'�Gl�
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'IIII IIII'I This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2' D.O' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC'. 2x4 OF p180TR LOAD DURATION INCREASE = 1.15 1 2=( 34) 31 1-3=(0) 0
BC: 2x4 OF WiBBTR SPACED 24.0' O.C.
TO LATERAL SUPPORT <= 12.00. UDN. LOADING BEARING MAX VERT MAX HORS BAG REQUIRED BAG AREA
BE LATERAL SUPPORT a 12.00. UDN. LL( 25.0)-DL( 1.0) ON TOP CHORD = 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SOAN. (SPECIES)
DL ON BOTTOM CHORD = 10.0 PSF D'- 0.0' -131 98V -111 3DH 5.50' 0.16 DF ( 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF 1'- 9.2' GI 23V 01 OF 5.50' 0.04 DF ( 625)
C,CN,CIB,CN18 for no prefix) = Compuirus, Inc 1'. 11.7' -281 46V 01 OH 1.50' 0.07 DF ( 625)
M,M20HS,M18HS,M16 = MiTek YT series LL = 25 PSF Ground Snow (Pg)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CON Di Sign checked for net(-5 pAfl uol aft at 24 °oc spacing,
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L)180
MAX TC PANEL LL DEFL = 0.002' & 1'- 2.9' Allowed 0.114'
BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP MAX TO PANEL TL DEFL = -0.001' @ 1' 2.2' Allowed = 0.172'
111 11 ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAX NOAIL. LL DEFL = -0.000' @ 1'- 10.9'
MAX HOARTL DEFL = -0.000' @ 1'� 10.9'
12 Design conforms to main windforce-resisting
8.00 r/ system and components and cladding criteria.
Wind: 140 mph, h-15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFAS(Dir),
load duration tactor=1.6,
Truss designed for wind loads
in the plane of the truss only.
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IPFONIDE.FULL BEARING,Jts:1,3,2
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CSJ1XScale: 0.6553 MERRlk -�
�. WARNINGS: OENERALNOTES,unkessWse
aMernmi EXPIRES:12131/201,5
I.Bustle,and erection contractor should be advised of an General Notes t.TMs it..,is based only upon Me parameters shman and'a be an indrvNual
and Warnings before consMSOoncommences, Madinc component Ayplcabmly of design parameters and proper
Truss: QSJ1X
z.2.4 oomp,e.abn web Neem,roti.)be m.bnad wnem anoGo.. Incorporation of component is Me responsibmty of Me beading amens,. RRILL&
a.Amiteonanempo,•ry bmcIngch ann.mole,during con.o-uctmn zG.... ..um..Me top bottom chordr to be ma,atly braced al
z o.c.and et to'o c,,respectively unless braced throughout their Mal by
DES. BY: LA ame,eaoonamnity of Me erector.Additional permanent bracing or muous sheathing..on as plywood aboarthi l aoaor drywen(BCI. J10 pWAS
DATE: 6/20/2014 he overall dadure is the responsible,of me building designer. 3,2v badging or lateral bracing required where shown.. O kGy T
C No load should be applied to any component unfit after an bracing and 4.mmlemn of truss is Me reaponeibwty of Me respective connector. Oe �Q pT �0
SEQ. : 5968409 fieleners are complete and at no time should any loads Greater man 5.Des an trusses;are m humidification used m.humidification animmorenc Fre' p
debars load.be applied to any component. and.re for condMon'of use.
TRANS ID: 401529 5.CompuTue has no control over and assumes no responsibility Air me 6.o<«gn;ssumes mil beam,at is Ni shoved,shim or wedged
fabricate h dug shipment d- tel G of components y ne g ry Macros drommee,pdended. O
6 IDs,design- boosibi..draft 1Me firnitypon.set toe,by a Plains Mal bted on both fces a form,and pieced so their curter
II II VIII VIII VIII VIII VIII VIII IIII IIII TPIhYILA BCSL Piece of HtU Iib Nrnished upon,e West D 'd we,p 1 1 Snow. 4.
a sola-indicate H f con - hes g1 51398 t4.
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Soflware]6.6(1 L)c' to F b ao Ior pate desiO,evlu ESR tII I,ESR Iges(Ia,TeY) ���Q�•G��'I'�R�
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IIIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 3'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TO: 2x4 OF M1 META LOAD DURATION INCREASE - 1.15 1 2-( 0) 94 2-4=(D) 0
8C: 2x4 OF 41YHIGH SPACED 24.0' O.C. 2-3=(-89) 54
TC LATERAL SUPPORT <= 12.00. UON. LOADING
BC LATERAL SUPPORT c= 12'0C. UON. LL( 25.0).UL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED IRS AREA
D. ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0" 0.0' TOTAL LOAD = 42,0 PSF 0'. D.C. -821 441V -301 110H 5.50' 0.71 OF ( 625)
1'- 9.2' -541 62V 01 ON 5.50' 0.10 OF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 3'- 11.7' -451 94V 01 OR 1.50' 0.15 OF ( 525)
C,CN,CIB,CN18 (or no prefix) = Cori rue, Inc
M,M20HS,M18HS,M16 MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND 2: Design checked for net LS off) uplift. at 24 'oc soak
REQUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING MET,
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=LI180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6 A' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
12 MAX TC PANEL LL DEFL - 0,003' @ 1'- 2.0' Allowed = D.275.
8.Do[7 �
MAX BC PANEL TL DEFL -0.002' @ 1'- 0.1' Allowed = 0.072'
MAX HOAIZ, LL DEFL -0 I.
@ 3'- 10.B'
MAX MOAIZ. TL DEFL -0.000' @ 3'- 10,9'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
C?
Truss designed o for wind s ads
only.0
in the plane of the truss only.
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PROVIDE FULL BEARING:Jts:2 4 3 999 YYY
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CSJ2 _ _ Scale: 0.6773 MF�R ��OP
WARNINGS: GENERAL NOTES.on,".NO..noted, EXPIRES:12/31/2015
I.Bi end erection camsoter eheuld pan torched at en cameral Notes I.Thi.dm
rise, only upon me Pareerer.shove,and is kr an'�msvidual
Truss: QSJ 2 and Warnings before conemrmom commences. braking component.APphosairy of m sign parameters and proper
2 ¢e4 compr...1,,-1 bracing mug be Idi vin are shove,,, mcommedon or component me raspomari of me building designer.
a.Aedmomal temporary bracing to Insure stawmy and,mmem ion 2.Design assumes me top and bottom mora c be mterelN braced at ORMQ 6
DES. BY: LA 'w me mapnmabity of me ereamr,Additional permanent bracing of zr.c.dna el lo'o.c.re.PaNvW Ie.a braced throughout melt tem miry Aa
me ave rem sitcom is the«a illi of building desl continuous sheaming such as plywood sheen,ng(TC) ndfor drawn C). J19 f WASp,, `r
DATE: 6/20/2014 pons rod gnat. y ,limpact bridging or lateral bracing required where.hoer..
4,No load mtimel
cold be apWINd to any component uma star an braang and 4,Immolator,of bus.b me reeponam,IRy of me respective contractor.
SEQ. : 5968410 reactions eere complete and At no time should any loads grearman 5.Design e.armea busses are to be used in a mr-caneVe environment Ox
TRANS ID: 401529 ae.Ign leads be a chor!to any component. and sr
.for ign ry condof s..
5.Compurms has no conbol over and assume o reeponemilM kr me S.Design assumes Am bearing at all supports Am-shim or ved,If
tabdcedon handling,comment m adiflan of components. ]oeu..auumes Seaweed drainage is mmaa. 0
f.Thin design,m Wmmhea subject to me ummtiona Ser lM by It.Plate.shag be located on Wh faces o�mu.a,and Placed an met center
TPIM1VTCA m cool. or Mid Mg be Nmiahea upon request gine Wncide xim pNl-me,area. [
L II II II'll lull lull lull lull lllllllll IN B,Degradation .1. pl�IdeSign vYues see ESR-I]IL ESR-1950(MRek) 'PO ,p�,51398 y�
MRek USA,IIx.ICompuTlus Somwere].6.6(1 L){ to ra bask wnnicmr pl
SSIONALOG
(IIII VIII IIII This design prepared from computer input by ,
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 3'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2 x 4 OF w1SBTR LOAD DURATION INCREASE = 1.15 1-2=(-79) 55 1-3=(D) 0
BC: 2e4 OF IIEBTA SPACED 24.0' O.C.
TO LATERAL SUPPORT c= 12.00. JON. LOADING BEARING MAX VERT MAX POPE BAG REQUIRED PRO AREA
BC LATERAL SUPPORT c- 12-OC. JON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
DL ON BOTTOM CHORD = 10.0 PSF 0' O.D' -281 130V -251 67H 5.50' 0.21 OF ( 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF 1'- 9.2' -191 69V 01 Of 5.50' 0.11 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = Compo Rua, Inc 3r- 11.7' -521 95V O1 OH 1.50' 0.15 OF 625)
M,M20HS,MIBHS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg)
12 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. - Design checked for net( 5 NO volift at 24 'gra sgacino 1
B.00[7 REQUIREMENTS OF IBC 2012 AND IPC 2D12 NOT BEING MET, VERTICAL DEFLECTION LIMITS: LL-L/240, TL=LI180
MAX BC PANEL LL DEFL = 0.002' @ 1'- 0.1' Allowed = O,D54'
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX BC PANEL TL DEFL = -0.002' @ 1'- 0.1' Allowed = 0.072'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAX HORIZ. LL DEFL -0.000' @ 3'- 10.9'
MAX HORIZ. TL DEFL = -0.000' Ei 3'- 10.9'
Design conforms to main windforce resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Ekp.B, MWFRS(Dir),
load duration tactor=1.6,
Truss designed for wind loads
in the plane of the truss only.
a v
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JOB
JOB NAME: LENNA_R 2892-E MAROUAM ENGLISH CSJ2X Scale: D.7245 MF ? 10-
b �
WARNINGS: GENERAL NOTES,unsmeoNeeenoted-. EXPIRES:12/31/2015
1.Budder dna erection conhetlor should be moi-d!of en General Nobs I.This design is based only upon Ne parameters shown and b for an InM1viduel
Truss: CSJ 2X and Wamm,a before cometucbmn commencers. building cemwnenL Aypncalmity m m.Ign Parameters and proper
3.ha comWewi--b brace,mel era m:bnee xTm.shorn a Incorporation of mmponem'us me respommNlN of he building designer.
].Addbonal temporary touting of insure stability it -auction 2.Gealpn Soames Te top and bottom chorM1 W be ltlttaN braced N ..PRRu'L o9
DES. BY: LA
j.his esmmombinty.1 the mur.Adadnm pnbananlbraan,of ra.c.and at lu o.c.respecwely unless reseed mrougnoutrm lenge ry 9 Ar
Me overal.rcunm<i3 me responsibility Imo bullar- aeM nnumuasbeemmg much as plyero0e anaathini anconeaysall c1 Jt pWA
DATE: 6/20/2014 ponsi Nm a designer. 3.zanimp.n badging or Nbral bradn,rawhed some.hewn..
4.Noload should be silted b any-nnimmam until after almrnang and 4.Installed-muruss is me raaponsibmy of me respective contractor.
SEO. : 5968411 lasprom are complete and at no tome should any loads gra bar man s.Design a. me Inverse are to be used In a non-commove environment.
de.lgn load.be.,plied to any component a m foro!"common.oma.. 2
TRANSID: 401529 S.carnivorous has no verbal over and assumes no rasp....swry for be 6,Dev«Bessume.MI eaeiug at all suppmas shove.shim or modgeIf
labour handling.shipment e' III sun of components 7 D o- a-.- a n I m' a•' slaea.
s.Thi.d< g m o d aubl I I n [,.ban.set form by a Plalas sh be be book a �ti .and Placed so beer center
1111111 VIII VIII VIII VIII VIII VIII IIII IIII TPebUS Besl. pies I S wb bmreheauponresat ti a.wmloot ton . C'`
g uob drone Int b vas_ .Ja 51398 Qs
M72kU$A, r1C,ICOrnpuTlu3$OIIV:dr¢]6.6(1L)E IgE basic MrAst designwslsee ESR-131 1EGR 18mn(MTek)
_. SSIONALti�O
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2x4 OF 41&BTA LOAD DURATION INCREASE = 1.15 1-2-( 0) 94 2-4=(0) 0
BC: 2x4 OF 41&BTe SPACED 24.0' O.C. 2-3-(-128) 79
TC LATERAL SUPPORT <= 12CC. VON. LOADING
BE LATERAL SUPPORT <= 12-OC. UDN. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SD,IN. (SPECIES)
OVERHANGS: 1B.0- U.S. TOTAL LOAD = 42.0 PSF 0'- 0.0" -60) 431V -441 147H 5.50" 0.69 DF ( 625)
1'- 9.2' -471 154V 0) ON 5.50" D.25 IF ( 525)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 11.7" -73) 143V 0) 0H 1.50' 0.23 IF 625)
C,CN,Cl8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M184S,M16 = MiTek MT series LIMITED STORAGE GOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net(-5 psfl uplift at 24 'so s acin .
REQUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L240, TL=L/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
f MAX BC PANEL LL DEFL = DGD4' @ 1'- 0.1° Allowed = 0.054'
MAX BC PANEL TL DFFL = -0.005" @ 1'- D.1" Allowed = 0.072'
12 MAX HOAIZ. LL DEFL = -0.001' @ 5'- 10.9"
8.00[7 MAX HOAIZ. TL DEFL = -0.001' @ 5'- 10.9'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.D, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp,B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
o in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH CSJ3 Scale: D.5796 MERRII
WARNINGS: OENERALNOTEa,unless oMervosencred: EXPIRES:12/31/20155
1.Spider and erecbon contractor should be wMsed of all General NNes I.Th'n eesipn is based not,.,on Ne p armost n she.end is Mr an individual
and wammgs baron conam coon commences. banding component,Attainability of design parameters and proper
Truss: Q$�I3 2 .,ab 2.4 compressionbracing most installed shime shown r. mcorporabon of component is me responsibility of me building designer.
].Schemed smpormr bracing m insure stability during comwuctmn z.Desip,....mez the top and bottom&.to.to be lefa..By braced.1 �ERRII.L6
DES. BY: LA or the respowmlitr of erector.Ademonal permanent bracing of zo.c.and at 10 .c.respectively lees braced throughout their lonsm by ��ec��
me everanemocturrie the responsibility,of the building asci ndnaom sheathing au&a a plywooe.beatnr,ii Md.,eryvan(9C7. V' WAS
DATE: 6/20/2014 a gner. ].2P Impact bridging or lateral remained where shown.. 4 OF 1�
4.No load should be applied to any component linin after ad bracing and 4. Muslahon mwss'n the responsibility of the respective connector. C Rw C
SEQ. : 5968412 fasteners are complete and at no more should any loads greater Man s.Design assumesmossesaretobeusedinanon.cormsiveenvironment
design loads be applied m any component s.and.,assumes mudeemme axis
lseli euvvom ono mon.shim or w,aege u T
TRANS ID: 401529 5.Compunis hes no control oven and assumes no responsibility for the
%brmaeoo handling,shipment and m&almnon ofcomponents. T.oe....assrenes ado...to drainage is mishear.
s.
This design is mmisned subiectm menmimbnns sauom,br e.amiss shell be located on both faces cdoes,and placed so then center
I IIIIII VIII VIII VIII(IIII VIII VIII IIII IIII aw ca m ecsL copies mini 1l be furnished upon rewaat 01,t aori ig en ioim gienterinches.
e.Dlgifalodlcon alae pplateis fan vas. f 51398 Aye
MIT¢kUSA, nC./CORIpOTrOS$OflWdr¢16.6(1L}E 10.For beaic<onnedor pilile tlealpn values sea ESR-1311,EGR-1898(IAiTek) Q R�j
crsrBR �'
SSIONALG
IIII 11111 IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2x4 DF 016BTR LOAD DURATIONINCREASE = 1.15 1-2=(-123) 79 1-3=(D) 0
BC: 2x4 OF M168TR SPACE U 24.0' O.C.
TC LATERAL SUPPORT <- 12.00. UON. LOADING BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
BC LATERAL SUPPORT <- 12.00. UON. LLQ 25.0)+DL( ].0) ON TOP CHORD = 32.0 PRE LOCATIONS REACTIONS REACTIONS SIZE ROAN. (SPECIES)
OL ON BOTTOM CHORD = 10,0 PSF 0'- O.D. -21/ 116V -39/ 104H 5.50' 0.19 OF ( 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 ESE 1'- 9.2' -67/ 162V 0/ OH 5.50' 0.26 OF 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc 5'- 11.7- -76/ 144V 0/ GH 1.50' D.23 OF ( 525)
M,M2DHS,MI8HS,N16 = WiTek AT series LL = 25 PSI Ground Snow (Pg)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND 2' Design checked for nett-5-2511 doll at 24 'oc spacing.]
REOUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/160
MAX BC PANEL LL DEFL - 0.004' @ 1' 0.1' Allowed = 0.054'
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX BC PANEL TL DEFL - -0.005' @ 1'- 0.1' Allowed = 0.0]2'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
12 MAX HORIZ, LL DEFL = 0.001' @ 5'- 10,9'
8.00 MAX HORIZ. TL DEFL = 0.001' @ 51- 10.9'
Design conforms to main windforce resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6,0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFS(Dir),
load duration factor=1.6,
Truss designed for Wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CSJ3X Scale: 0.5786 MFRRRX
WARNiNes: GENERAL NOTES,adessatheataenmec. �� EXPIRES:12/31/2015
1.Bracer and erection consecrr should be aboard of ag operated Note. 1.Teri.eeaiw w M.ad onN upon Me var.msl.r..no.m end i.ror.n mMrmu.1
Truss: CSJ3X end Wemmgeb.f. canabustmommenas, budding component.ApvgaeigN of design vatam•ma end vroPer ,
3.2x4 compm.non web bracing must be Prominent Mere ah.-•. corporation of component is Ne testamentary o1 Me building deaaner,
p.Addiaonei temporary bracing to Insure stability Hunan construction 2.incorporation
nbecomes the tops and bottom cbond.m be$alenM baud at • L eq�
DES. BY: LA is Me as bun of Me reform.contras)permanent 1 zoo. eauao�. pacuseN Nina..br.r.d Mroughont Meh len�m My
ponui patmeafn bracing unuous sheeting an&as pN.wod aneetingi anmm dry. C)
DATE' 6/20/2014 the overall Structure is Me respensmility mine building designer. 3.z:Impact bddi or lateral bating required where onman..
4.No load should be apogee r any component until beer all Mason and 4.M.lalatien of truss is Me a.pr,sroun o1 Me raspemre contarwr.
SED. : 5968413 Margin.are complete and at no gine should any mag wester than 5.Design aasumes Mussesare m be used m a nonaMmame environment. Ae p
design loads be applied m any component and bre orrery condimr'of use. 2
TRANS ID: 401529 s.ComPUTaa has no control and assumes no responi for Me g.Designer, e.mm bremMg a.11.uppod..now,.snlm old.feaeu
labdoepom handling,shipment and mmllabon ofcomponem" g.Design iisumes adequate drainage i.raveled 0
a.The aezignmmmimed eublerr Mf MmiMmna eft mdn by 8.Plate.shag be located oa boor reeds. oa,and placed So Heti afore,
I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII P CA m eesl wpiee gl wl Nrni.M1ee upon rawest See tWN and art M front center hum
g.nigh Mdlraeelse of desMmalu 51398
MiTek USA,11x.ICompuTms Sollware].6.6(1 L){ 1o.rorbas¢canne.Mrq.a design values gee Fee 1311,esR-i Des(lniieq �Q� R�pZ5�0.F,0 �
11111111111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 5'- 11.5' IBC 2012 MAX MEMBER FORCES 4WI/GOF/Cq=1.00
TC: 2x4 DF k1IRS" LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-5=(-76) 103 3-5=(-235) 225
BC: 2x4 IF M1&9TR 6PACED 24.0' O.C. 2-3=(-186) 197
WEBS: 2x4 DE STAND 3.4=( -13) 6
LOADING
TC LATERAL SUPPORT <= 12'OC. DON. LL( 25.0)+DL( 7.fQ ON TOP GMOflD = 32.0 PBF
BC LATERAL SUPPORT c= 12'OG. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BIG REQUIRED BEG AREA
TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
OVERHANGS: 18.0" U.S. 0'- 0.0' 82/ 469V -71/ 147H 5.50' D.75 OF ( 625)
M-1.5x4 or equal at non-structural
LL = 25 PSF Ground Snow (Pg) 5'- 11.5' .471 242V 0/ OH 5.50" D.39 OF ( 625)
vertical members (don). LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2;-Desion checked for net -5 sf uplift at 24 'oc s acro .
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
For hanger specs. - See approved plans VERTICAL DEFLECTION LIMITS; LL=L/240, TI-ml-1180
Connector plate prefix designators: BOTTOM CHORD CHECNED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'. 6.0' Allowed = 0.200'
M,M20HS,M18HS,M16 = MiTek MT series MAX TC PANEL LL DEFL = 0,126' @ 3'- 0.1' Allowed = 0.408-
5-07-12 0-03-12 MAX TC PANEL TL DEFL = -0.11D' @ 3'- 0.2' Allowed = 0.612'
12 MAX HORIZ. LL DEFL = 0.001' @ 5'- 7.7'
8,00
M-1.5X3 4 MAX HORIZ. TL DEFL = 0.001' @ 5'- 7.7'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.D, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration tactor=l.6,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - D1 Scale: 0.4897 MFRRIII
WARNINGS: GENERAL NOTES,unlece o hervese noted: EXPIRES;1 2131/2 01 5
1.Code,and eroded contractor sM1oule be advised of an General Notes 1.TFis design'a based only upon the parameters shmen and is for an Individual
Truss: D1 and Waxings before construction commences. building component.Apellnbmry of design m meters and proper
Sail ation of component la the r« ndi of Me bulMln designer
P.Acorn mpracalen v.:b bracing..at[reinstalled insiality x,no co ovm t. Design P chavespo ty gt .
J.Istheonsllempony of me inpo inauresdbiliryrminBno bracing
a.oeaignaaadm«me mpanabenumpies" belaterelly braced n R1tII.LB
DES. BY: LA mmereapstructtur of are
responsibility
Aeaibofinebmanembmdnr of commune managers as nPrely dnleaaboaaa(I anawmeblenommnby q�
ins overall is mer naibl of me buua'n designer. mpact ha.m,or a ral bray«aaesheem g(TG) odor erywa(ec). WAS `T
DATE: 6/20/2014 osan iiy a llg er. a.Inst padnof Home suchasrcpfto rm«echevm+. 4� OF KLt. T
a.No loomad aharelcmpletd be applied oano frmp shoulnent d
loamy real thane 4.Design Installation amore re to be otefineracomonsenreelnr.
SED. : ID: 401 foctorle are complete andat nofreema anv loads great than s.and fosdaecbu>sea'ofuee d>m In a,�n�ona¢me environment, fie' p
Compaoedsbe no carrot overan, and assum 6.Design assumes condition'
at alis supporta shom.Shim or wedge ifneceT
TRANS ID: 401529 s.cpmpandanaan epno-amapat.naaa¢nmeannreapnnaibnitymrna e Isp
ent and
lment of
6.Me dens,tion lc famished subject 1.the former-ce Herm by s a.Plate.shop ube locatemes ddonsbear faces el .m...i placed so Meh canbr O
I VIII VIII V II IIII II I VIII VIII IIII IIII TPir>vrcA m asst,copies mwnian will be mrmahed upon rano«1. Died anmmat vim joint centerininches,
51398
e.F rlfo'mdiaate aid of plaid sign vale .f
MITek U$A,IOC./CDRIpdTfda 50ftWa1E 16.6(1L}E 10.For b«icconrecur plate design values see ESR-1 311,ESR-19a8(Mnep �Of. ?�'C/STER�
�SS�ONALti'�G
IIII III 111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5'- 11.5' IBG 2012 MAX MEMBER FDACES 4WRIGOF1Cp=1.00
TC: 2x4 OF MIABTA LOAD DURATIONINCREASE = 1.15 1-2=( 0) 94 2-5=(46) 103 3-5=(-236) 225
BC: 2x4 DF MIABTA SPACED 24.0' O.C. 2-3=(-186) 197
WEBS: 2x4 OF STAND 3-4=( -13) 6
LOADING
TC LATERAL SUPPORT no 12'DC. BON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PRF
BC LATERAL SUPPORT m12-01 VON. DL ON BOTTOM CHORD = 10,0 PSF BEARING MAX VERT MAX HOAZ BRG REQUIRED BRG AREA
TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE EGAN. (SPECIES) '.
OVERHANGS: 18.0' 0.0" 0'- O.D. -821 469V -711 147H 5.50' 0.75 BE ( 625)
•• For hanger specs. - See approved plans LL - 25 PSF Ground Snow (Pg) 5'- 11.5" -471 242V 01 DH 5.50' 0.39 OF 625)
Connector plate prefix designators: LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND 2 Oesion checked for net(-5 Dsfl uplift at 24 °oc smacinD
M,M20HS,Ml8HB M16(or no prefix) riesComprus, Inc
REQUIREMENTS OF IBC 2012 AND IRC 2D12 NOT BEING MET.
M,M20H5,M18HS,M76 = MiT ek IT series VERTICAL QEFLECTION LIMITS: LL=LI240,Allowed
BOTTOM CHORD CHECKED FOR 1DP8F LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.016' @ -1'- 6.0" Allowed = 0.200-
MAX TC PANEL LL DEFL = 0,126' @ 3'- D.1° Allowed = 0.408'
5-07-12 0-03-12 MAX TC PANEL TL DEFL = -0.110' @ 3'- 0.2' Allowed = 0.612'
12 MAX HORIZ. LL DEFL = 0.001" @ 5'- 7.7'
8.00
M-1.5X3 4 MAX HORIZ. TL DEFL = 0.001" @ 5'- 7.7'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 14D mph, h=15ft, TCOL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFAS(Dir),
load duration tactor=l.6,
Truss designed for wind loads
in the plane of the truss only.
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5-07-12 0-03-12
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - D2 Scale: D.4897 MERRIIOL�P
WARNINGS: GENERAL NOTES,unlevomttMaenoted EXPIRES:12/31/201.51
1.Builder and erection connector should be advised of ell General Ni 1.This axil is based only upon Me promodrsahe-anaicfor ea Individual
Truss: D2 and Warnings before codstivalim sammenees. wilding component.Appeaabaiy of design parameters and proper
z 2x4 compression vree bmana must be ia.nlled adere shown.. dereoramn of component is me responsibility dine building designer.
a.Additional temporary bracing fo insure therapy during construction 2.Design assumes the by add bottom chards he be laterally braced at rf¢C1�LL 6
DES. BY: LA mama respodsmniry of me Additional permanent bracing of 2 os.end et In o.c.respective,unless oraaee mrpugnow mah lanogmm by
unooua.haammg dam as pl remod sheamon', )admordryvreg(eG). WASp.. "l
DATE: 6/20/2014 me averall..at.,.is me tespoostbtlay of me bmMmg designer. 3.can
dlmpact managing or lateral bracing required vmera shovel.. 4 OF
4.No mad should be applied b any component after all bracing and 4.Imagination of him.is me maponsman of me x.pewve aonttaafdr.
SEO. : 5966415 fostaders are oompbie and at no time should any loads gremar man 5.Deeaemsumes busiesareto be used'"a non<omoerve environment,
design made be applied to any component. a^ rL
TRANS ID: 401529 b eompurms has no cantml over and assumes o reaponsmirn for me 6 Design.¢aamaa hit bearing at an supports shoved.Shim or shame it
mmiaatioo,handling,shipment and msiaaamdnof components. 7.occi..assumes adequate drainage is provided.
0
6.This design is turnaround subject to me limitations aet form by 9.Design
s ssuels adegat bdrM1nae¢oftruegand placed so mah center �f
TPLANTCA
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oint
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1111111 VIII VIII(IIII(IIII(IIII VIII IIII IIII MT2 $A�DC�COfnpilTf s5�50RW¢7.66(1 L)-E reque¢L ID.For made coorerear plate design values see ESR-1111,ESR-1988(MiTeq 51398 4y
B.Gila.indicate aixe of pleb In Inch... 39
ID 6i1$1 c-
Z-1SSIONALL�G
VIII I IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5' 11.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 DF p1&BTR LOAD DURATION INCREASE = 1.15 1-2=(-185) 200 1-11 103 2-4=0241) 223
BC: 2x4 IF Suite SPACED 24.0' D.C. 2-3=( -13) 6
WEBS: 2 x 4 IF STAND
LOADING
TC LATERAL SUPPORT a 12.00. JON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MI Ax VERT MAX HOBZ IRS REQUIRED BAB AREA
BC LATERAL SUPPORT a- 12"0C. JON. DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
TOTAL LOAD = 42.0 PSE 01- D.D. -30/ 256V -66/ 132H 5.50" 0.41 OF ( 625)
For hanger specs. - See approved plans 51- 11.5" -51/ 250V 0/ OH 5.50" 0.40 OF ( 625)
Connector plate prefix designators: It = 25 PST Ground Snow (Pg)
C,CN,Cl8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CONK 2' Design checked for netI 5 Dsfl uplift at 24 'oc sea Gino
M,M20HS,M18HS,M16 MiTek MT series REQUIREMENTS OF ISO 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX TC PANEL LL DEFL = 0.128' @ 3'- 0.1' Allowed = 0.408'
BOTTOM CHOPS CHECKED FOR 1DPSF LIVE LOAD. TOP MAX TC PANEL TL OFIL = -0.115' @ 3'- 0.2' Allowed = 0.612'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAX HORIZ. LL DEFL = 0.001' @ 5'- 7.7-
5-07-12 0-03-12 MAX HORIZ. TL DEFL = 0.001' @ 5'- 7.7"
12 Design conforms to main windforce-resisting
system and components and cladding criteria.
8.Do M-1.5x3 3
Wind: 140 mph, h=15ft, e .2,BCDL=fi.0, ASCE 7-10,
(All Heights), Insisted, Cat.2, Ex p.B, MWFAS(Dir),
loadTrus duration factor=l.fi,
Truss designed for wtru
in the plane of the trusss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - D3 Scale: 0.4691 MFRRII.N.-
WARNINGS: GENERAL NOTES,unless atiervxse noted: EXPIRES:12/31/2015
1.Prefer and erection contractor should be advised or all General Notes 1.This design is based only upon he Parameters shaver and ans Thr an Individual
Truss: D3 and Warnings before construction commences, building component.Appliostruly of adgn parameters and proper
2.2x4 compression sa b bracing must be installed where shown�. corporation of component is he responsibility of are building designee app e
3.Adtlitionalxmpaary bracing to insure sUbiliy during cans an 1 2.Design assumed the top and bottom chorh to be laterally braced at
DES. BY: LA I.memspoimpainyormr ereamr.Adeisodium,nal during
sh 2os.and at I0irespecnvely unless braced mro..beat main length by
continuous dreaming sum as plywood sheaffal 7 anmor drywalllSc7. WAgp��
DATE: 6/20/2014 me comaucbunure is to responsmmy of to bmldmg designer. a.2x Impact bridging or lateral bracing refused wna.shown«. .419 OF -"N T
F
4.No load should be applied to any component road after all bradng and 4.Irradiation of truss is me responsibility of me respeeme contractor. SDP hw C), ,n
SEO. : 5968416 fasteners are complete and an no time should any deeds greater man s.Design assumes musses are to be used in Inn-conoame environment, �e C
design loads be applied To any compan-L and are for-dry condmea or use.
TRANS ID: 401529 s.eompai has no control and assumes no responsibility for he 6, esign assumes full bearing at all supports shown.Seim or wedged
fabrication,handling,shipment dna installation ofmmponemr. 7.Deign assumes adequate drainage'a provided. 0
6.This usage I.Imisbetl rubies to m.finding-gat form by S.Per.meg be wcalad on both face.ofbu....ad placed..man center
IIII (IIII(IIIIIIIIVIIIVIIIVIIIIIIIIIII TplrwrcAinecslcePlecorwmm�Wlmefurnieneeuponrequest. goescommawebiofpaenterrlie.
a oiam indicate sae m plaleesmn vas. w(I 51398 ry�
MIT¢klI5A, 11C./OOnIpIITNa$O(IWar¢7.6.6(1 L)-E Ig.Fw basic wn^edor plate dedlgn valued see ESR-1311,ESR-1990(MiTek) �F �AT`i1 L•Q
uxn'-
�SSIONALtiTjO
IIIIVIII IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 26-00-00 HIP-0 SETBACK B-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.0D -
TC: 2,4 OF M16BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2-( 0) 100 2 12-( 798) 3883 12- 3-( 0) 305
GC: 2x6 OF SS 2- 3=(-4526) 1032 12-13=( -803) 3878 3-13=(-3941 122
WEBS: 2x4 BE STAND LOADING 3- 4=( 4184) 1181 13-14=(1051) 3905 13- 4=( -33) 829
LL = 25 PSF Ground Snow (Pg) 4. 5=( 0) O 14-15=( -803) 3878 13. 6=(-466) 315
TO LATERAL SUPPORT <= 12.00. UON. TO UNIT LL( 50.0)-DL( 14.0)= 64.0 PLF 0'- 0.0' TO 1D'- 2.9' V 4- 6=(-3652) 1084 15-10=( -798) 3883 6-14=(-466) 315
BC LATERAL SUPPORT <= 12.00. UON. TO UNIF LL( 125.0)+DL( 35.0)= 160.0 PLF 10'- 2.9' TO 151- 9.1' V 6- 8=(-3652) 1084 8-14=( -33) 829
TO UNIF LL( 50.0).DL( 14.0)= 64.0 PILE 15'- 9.1' TO 26'- 0.0' V 7- B=( 0) D 14- 9=(-395) 122
------------------------------------= BC UNIF LL( 0,0)-DL( 50.0)= 50.0 PILE 0'- 0.0' TO 261- O.D' V B- 9=(-4164) 1181 9-15=( 0) 305
NOTE: 2x4 BRACING AT 24'OC NON. FDR 9-10=(-4525) 1032
ALL FLAT TOP CHORD AREAS NOT SHEATHEDTC CORD LL( 597.3)+DL( 167_2)= 764.6 LBS @ 10'- 2.9' 10-11=( 0) 100
_____________________________________ TC CONC LL( 597.3)+DL( 167.2)= 764.6 LBS @ 15'- 9.1'
OVERHANGS: 23.0' 23.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX WAS BAG REQUIRED BAG AREA
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
Connector plate prefix designators: 0'- 0.0' -591/ 2I30V -1211 121H 5.50' 4.37 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 26'- 0.0' -591/ 2730V 0/ OH 5,50' 4.37 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
COND 2: Design checked for nett-5 off) uplift at 24 'oc soacinp
VERTICAL DEFLECTION LIMITS: LL=1.1240, TL=L/180
MAX LL DEFL - 0.030' @ -1'- 11.0' Allowed = 0.192'
MAX TL CREEP DEFL = -0.039' @ -1'- 11.0' Allowed = 0.256'
MAX LL DEFL = -0.144' @ 10'- 2.4' Allowed = 1.254'
MAX TL CREEP DEFL = -0.321' @ 10'- 2.4' Allowed 1.672'
MAX LL DEFL = -0.030' @ 271- 11.0' Allowed = 0.192'
MAX TL CREEP DEEL = -0.039' @ 271- 11.0' Allowed = 0.256'
MAK HORIZ. LL DEFL = 0.045' @ 251- 6.5'
0-03-09 0-03-09 MAX HORIZ. TL DEFL = 0.075- @ 25'- 6.5°
�T fT Design conforms to main windforce-resisting
10-02-09 5-06-14 10-02-09 system and components and cladding criteria.
5-04-05 4-06-12 2-09-07 2-09-07 4-06-12 5-04-05 wind: 140 mph, h=21.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 .764.60N 64.60♦♦ 12 (All Heights), Enclosed, Cli Exp.B, MWFRSTir),
load duration tactor=l.6,
M-7x6 M-7x8 Truss designed for Wind loads
6.25 5 M-3X4 7 Q 6.25 in the plane of the truss only.
s
M-3x4 M-3x4
N
n
O
N
M-010 M-axles S��PED�PROFESS
/iIN� 9
1
M-1 I.2 5x3 130.25" M 3x8 M-1 55x3 1 0 �4x� y2o E O�9f
NiI S)
L L i 4 T J
5-02-09 4-06-12 6-05-07 4-06-12 5-02-09
1-11 26-00 - 7 11 �- 9�� ,y�ORE ON +470
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - EH1MERRIIL 0P
Scale; 11.2264 p
WARNINGS: GENT NOTES,unless offeree as noted'. EXPIRES:12/31/2015
31/2015
1.Builder and erection contractor should be adviser of ad General Notes I.Th.design is bawd only upon to P«nmetmsahe.and k d,an individual
TI`USS: EH1 i and Warnings before couaboadon commence.. building component.Applicability ofaeaah parameters of proper
2,2x4 compression sold brow,must be inetalled xfiere shorn+, omporetion of component la Me responsibility ohne nursing designer.
3.Motu nal temporary bracing to lnsum casualty during commu«ion 2.Deaip,assumes the top and botlom cAorh to be laterally Meted at .aPRRII.t 8
DES. BY: LA - an 2'am.and at to o<.respcwely unless braced throughout their WmM by
m Mereaponsuddy of the erector.Addtione perm ent bracing tinuou grounds,such plywood shuntion q ndfor dr,vardO t ♦0 WAS
DATE' 6/20/2014 Me overall structure is Me umponsMlbty of Me building designer. 3.communist
tbridgmg lateral as
Wired where shome.+ , OF
4.No load should be applied fo any component unto after all ldmeng and 4.Icatauabme of truss is he responsibility of Me respective contractor. Oe
SEQ. : 5968417 foatenece are complete and at no time should any mads greater Man 5.Design assumes trusses are M ne used M a nonmaeroame are ironmunt C" p
design lead.be app lied to any component. a re for franchise'of use. A' 2
TRANSID: 401529 s.eompui has no control over and assumes no responsmild,for Me 6.Design assumes full bearing at all supports shorn.shim or wedge if
j fabrication handing,shipment and fostallatmn of components. 7.oasis assumes fauces drainage is provided, 0
6.This design is remained aabiect m Melimaamns set form by 8.Platen ahau be located on bot faces.trials and placed ao Mab tact,, ,if
CA
I,copies of
ch Will be occurred upon
Mea electric
n joint center lines.
II III II IIII II IIII II II IIII II
Tax USA^OCSCOrn r 5'SORW3re 7.6.6(1 L)-E equest 19.0.Far basiciconnectoroplate design values see EBB-1311,ESR-19681MITep 51398
A C)y�'SR
�SSIONALENO
11111111111111
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TO: 2x4 OF g18BTR LOAD DURATION INCREASE = 1.15 1- 2-( 0) 100 2-12=(-406) 1544 12- 3-( 0) 175
BC: 2x6 OF IS SPACED 24.0. O.C. 2- 3=(-1836) 589 12-13=( 408) 1542 3-13=(-329) 126
WEBS: 2x4 OF STAND 3- 4=(-1481) 579 13-14=( 445) 1325 13- 4-(-125) 41B
LOADING 4- 5=( 0) D 14-15-(-476) 1542 13 6=0162) 181
TO LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)f OL( 7.0) ON TOP CHORD = 32.0 PST 4- 6=(-1249) 539 15-10=(-474) 1544 6 14-(-162) 181
BC LATERAL SUPPDRT c 12°OC. UON. OL ON BOTTOM CHORD = 1D.0 PSF 6- 8=(-1249) 539 8-14=( 125) 418
TOTAL LOAD 42.0 PSF 7- 8=( 0) 0 14- 9-( 329) 125
_________________________________ _ _
8- 9=(-1481) 579 9-15=( 0) 175
NOTE: 2x4 BRACING AT 24'00 UON. FOR LL 25 PSF Ground Snow (Pg) 9-10=(-1836) 5B8
ALL FLAT TOP CHORD AREAS NOT SHEATHED 10-11=( 0) 100
____________________________________= LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
OVERHANGS: 23.0' 23.0' BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 0'- O.D" 288/ 1311V -1211 121H 5.50' 2.10 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc 261- 0.0" -2881 1311V 01 OH 5,50' 2.10 OF ( 625)
M,M20HS,M18HS,M16 MiTek MT series
COND. 2: Design checked for net(-5 psf) uplift at 24 'oc spacing
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180
MAX LL DEFL = -0.030° @ -11- 11.0' Allowed = 0.192"
MAX TL CREEP OEEL = -0.039' @ -11- 11.0' Allowed 0.256'
MAX LL DEFL = 0.051' @ 151- 9.6' Allowed 1.254"
MAX TL CREEP DEFL = -0.121° @ 131- 0.0' Allowed 1.672'
support t0 chord at pints 5 and 7 MAX LL DEFL -0.030' @ 27'- 11.0' Allowed 0.192'
PP p I MAX TL CREEP DEFL = -0.039' @ 27'- 11.0" Allowed 0.256'
00982111 MAX HORIZ. LL DEFL 0.017' @ 25'- 8,5"
fl�' MAX HOAIZ. TL OREL 0.029' @ 251- 6.5"
12-09-05 0.05-07 12-09-05 Design conforms to main windforce-resisting
5-04-05 4-06-12 2-10-04 2-10-04 4-06-12 5-04-05 system and components and cladding criteria.
'��- Wind: 140 mph, h=s), En, TCDL=4.2,BCDL=6.O, ASCE 7-10,
12 5 7 12 (All Heights), Enclosed, Ca L2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
6.25 M-46 M-4%6 Q 6'25 Truss designed for wind loads
M-3X4 in the plane of the truss only.
6
M-3x4 M-3x4
D PROFFS
IN S/
¢ 2 E o�9�
12 1314 15 �do
1;1-44 M-1.5x3 0.25" M-3x8 M-1.50 -M-4x4 1
M-7x8(S) Q-
L ( L OREGON�a �((X
5-02-09 4-06-12 605-07 4-06-12 5-02-09 �O qY 14, 20
26-00 �-
MFRRIt
1-11 "
EXPIRES:12/31/2015
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - EH2 Scale 0.2243
_ - __ �q fs81tR1LL
WARNINGS'. GENERALNOTE6 therwlse noted V WAS•A.
1.Builder and erection conn d should be roused of llG IN t 1.Th design ba ed my upon Me paraoral h d' I n-nbbNual J OF 'Yi1r T
and Warnings settle cons) di s tr ,prg moo t Appllwbltlly of design p c t a proper P w C 1P
Truss: EH2press bracing ntalletl h h incorporation of ponce is theresponsibility of the building designer. Q �e� TO Pla
z.2x4 cera ton web bra 2.Design assumes the top and bottom chords to be laterally braced at
3.AtldBlonal temporary bracing to insure smtilityd "ng constructon 2....and at l B'o.c.red cdvdl unless braced throughout their lengM 'L
DES. BY: LA N the responsibility of me erector.Additional permanent bracing of continuous sheathing audit as plywood sheathing(TO)and/or drywaff C),
DATE: 6/20/2014 the overall sister...is the responsibility of me bulltling designer. 3.2x Impact bridging or lateral bracing required where shown++
4.No load should be applied to any component until after all cou ng and 4.Installation of brae is the responsibility of Me respective contractor.
SEQ. : 5968418 fasteners are complete and at no time should any loads greate'than B.Design assumes trusses are to be used in a mon-commove environment.
design loads as applied M any component. dere of'dry ceMMbn'of us.. 51398 0¢
TRANS ID: 401529 S.CompuTrus has no control over and assumes no responsibility for the 6.D sign assume fuM beefing at all stop shown.shim or wedge if O� L47STER�
ttb.iptlan,handling,shipment and installation of component. 7,Dri su.mes ode ate drains deo. FS G
6.This desi furnished subject to the limitations set forth g qu ce's provided.
f�O �n1
Ann j by B.Portesshaybe b®tad on both faces strum,and plana s.Mao-ranter NALG'-
llllI V I VIII I lull lull lul llllll TPIANUAin BcSI .Truswhith
Softw Software
upon request Imes c.indaewith joint center lines.
9.Digit sic co a sore of pled in design
walu
MiTek USA,Inc./CompuTrus Bo(tWdre 7.6.6(1 L)-E 10
.For basic connector plate design values see ESR-1 311,ESR-1988 tMITek)
(IIII III IIII This design prepared from computer input by -
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 26' 0.0' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2x4 ,F g16BTR LOAD DURATION INCREASE - 1.15 1- 2=( 0) 100 2 8=(-231) 1461 3- 8=(-375) 264
BC: 2x4 OF w16BTR SPACE, 24.0' 0,C. 2- 3=(-1757) 376 8 9=(-119) 958 8. 4=(-134) 632
WEBS: 2x4 OF STAND 3- 4=(-1542) 38B 9- 6=(-277) 1461 4- 9=(-135) 633
LOADING 4- 5=(-1543) 388 9- 5=(-375) 264
TC LATERAL SUPPORT 1= 12.00. LON. LL( 25.0)-DL( 7,0) ON TOP CHORD = 32.0 POP 5- 6=(-1757) 376
BC LATERAL SUPPORT 4= 12.00. UON. DL ON BOTTOM CHORD 10.0 PST 6- Y=( 0) 100
TOTAL LOAD = 42.0 PER
OVERHANGS: 23.0' 23.0'
LL = 25 PSE Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE EGAN. (SPECIES)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 01- O.D. 2121 1311V -1551 155H 5.50' 2,10 OF 625)
M,920HS,M18HS,M16 = miter MT series LIVE LOAD AT LOCATION(S) SPECIFIED By IBC 2012. 261- 0.0' -2121 1311V 01 ON 5.50' 2.10 BE 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
BUND 2- Desitin checked for natl-5 psflupl ift at 24 'tic soaci ny.l
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L/180
MAX LL DEFL = -0,030' @ -1'- 11.0' Allowed = 0.192'
MAX TL CREEP DEFL = -0.039' @ -1' 11.0' Allowed = 0,256'
MAX LL DEFL = -0.058' As 17'- 22' Allowed = 1,254'
MAX TL CREEP DIEL = -0,139' @ 17'- 2.2' Allowed = 1.572'
MAX LL DEFL = 0.030' @ 27' 11.0' Allowed = 0.192'
MAX TL CREEP DEFL = 0.039' @ 27' 11.0- Allowed = 0.256'
MAX HORIZ. LL DEFL = 0.025' @ 25'- 6.5'
MAX HORIZ. TL DEFL = 0,041' @ 25' 6.5'
13-00 13-00
_ _-. __- _ _- Design conforms to main win tlf ort e-resisting
6-08-14 6-03-02 6-03-02 6-08-14 system and components and cladding criteria.
1---- -- I --T I Wind: 14D mph, h=21.9ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.8, MWFRSCrr I,
6.25 J M-4x6 Q 6.25 load duration factor=l,6,
Truss
4.0' inthe dplane eoffw
thetruloadsind
ssonly.
4
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i
M-1.50 / � M-1.60
o
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L L L
B-09-15 8-04-03 8-09-15
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Ok 14, 2 }
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH E3 Scale: 0.2264 MFRRIIpL�P
WARNu
INGS: GENERAL NOTES,unkathmanenotind EXPIRES.12^/31/2015
1.Hodder and erection ctabscto,should be...ad of en General Notes 1,TM1b it.,so based only upon Me overammus Mover And,.ho m adybo el
Truss: E3 and Minds before cone cum commences. EulldMg component.AppncabEty of do sin poramaM,s and Proper
z.2,14 com fission¢bold bracing must be must Here shown.. mmryoretion of component'rc Merempo,ulbli of the buiMing designer,
Y Addieonaltemporary bracing binsure strongly during wrnouncrom 2.Camillaeawmee%e fop and bottom ortlab be facility braced at oval eq�
DES. BY: LA I.the responsibility of Me arecmr,Adeaonaltbracm f 2'..c.and at to oc.,npectNely unless braced throughout Mob length by ,� QW `Tj,
permanen go continuous m
diamond such as plyod sheaMm(Tcl ganchor Jywrdifin .
DATE: 6/20/2014 Me overall sbusw,e m ME responsibility,of the building designer. a.za Impact bridging or lateral braununbolted where shown., e• yO kGyC
4.No load shouts be.pplled mm commM an, arta,all Dump,and 4.Istllsaon of le M
rou ......bui of imported comnm
cr. ( rp
SEQ. : 5968419 fa.tanlime s
ers are complete and at no me should any loads greater Man Design incomesw.mas are to be used m a ron<onoame mvupnment
mongn loads be applied to any component s. and fy common-of us.. y
TRANS ID: 401529 s.CompuTms has no climber over and assumes no respomytoln for Me nnasumes milnearing at all mppod.shown.Shim or wbodge if
fabdcsbon.handling.shipment and population of components, 7.Damonea�um-adequate damage,. roNdad. 0
s.THN desia,an,rm.nm.ueiem.melimnauonaact fom by n.maea.I be tmotad m both foce..Po-us..and abated..Met cent.,
(IIII VIII(IIII VIII VIII VIII VIII IIII IIII TVlnvrcA.n ecsl.enpie..f wnw wn x mmwee upon,eque.t. me.ewnrx qua pier center Imes
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e. mMn am -a fy ae in me as 4V
MiTek llSA,Inc.IComvuTms software].6.6(1 L)-E he dor basic mnneno rgatemnm vW......ESR-1311.ESP-1 sea ail SOA R4'CI
C. S7'6R
SS�ONALV:oiG
IIII(IIII IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 26-00-00 MOND HIP-D SETBACK 8-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4Wfl/GDF/Cq=1.00
TC: 2x4 DF k18BTR; LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 100 2- 8=( -985( 3714 8- 3=( 0) 275
2x6 DF SS T2 2- 3=(-4331) 1093 8- 9=( .989) 3709 3- 9=( -375) 127
BC: 2x6 OF SS LOADING 3- 4=(-3991) 1240 9-10=(-1213) 3449 9. 4=( 0) 548
WEBS: 2 x 4 DF STAND; LL = 25 PSE Ground Snow (Pg) 4- 5=( 0) D 10-11=(-1213) 3449 9- 6=( -24) 213
2x4 DF N188TR A TO UNIF LL( 50.D)+OL( 14.0)= 64.0 PLF 01- 0.0' TO 10'- 2.9" V 4- 5=(-3515) 1143 1D- 6=( 0) 643
TO UNIT LL( 125.0)+DL( 35.0)= 160.0 PLF 10'- 2,9' TO 26'- 0.0' V 6- 7=( -79) 95 6-11=(-4066) 1439
TC LATERAL SUPPCRT <= 12.00. UON. BC UNIF LL( O.D)+OL( 50.0)= 50,0 PLF O'- 0,0' TO 26'- 0.0' V 11- 7=( -516) 354
Be LATERAL SUPPCRT m 12.00. UON.
TO CONC LL( 597.3)+DL( 167.3)= 764.6 LED @ 10'- 2.9' BEARING MAX VERT MAX HORD BRG REQUIRED BAG AREA
_____________________________________
- - - --- - - - --- - - --- - - -- -- LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
NOTE: 2x4 BRACING AT 24-OC MON. FOR LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 01- C.D. -624/ 2648V -871 203H 5.50" 4.24 OF ( 625)
ALL FLAT TOP CHCRD AREAS NOT SHEATHED REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET, 261- 0.0" -1008/ 2824V 0/ ON 5,50" 4,52 of ( 625)
-------------------------------------
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP COND 2' Des an checked for net(-5 psf) uplift at 24 'pc statins
OVERHANGS: 23.0" 0.0' AND BOTTOM CHORD LIVE LOADS ACT NON-CDNCURRENTLV.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
Connector plate prefix designators: MAX LL DEFL = -0.030" @ -1'- 11.0" Allowed = 0.192'
C,GN,Ci8,GN18 (or no prefix) = CompuTrus, Inc MAX TL CREEP DEFL = -0.039" @ -1'- 11.0" Allowed = 0:256
M,M20HS,M18HS,M16 = MiTek MT series MAX LL DEFL = -0.160" @ 10'- 2.4" Allowed = 1.254'
fe For hanger specs. - Cee approved plans
MAX TL CREEP OPEL = -0.335' @ 101- 2.4" Allowed = 1.672'
MAX HORIZ. LL DEFL = 0.041' @ 25'- 8.5'
MAX HORIZ. TL DEFL = 0.069' @ 25'- 8.5'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=21.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-105
(All Heights), Enclosed, Cat_2, EXp.B, MWFRS(Dir),
load duration factor=l.6,
10-02-09 _ 15_-0_9-07 inuss thedesiplaneeoffor thewind trusspads only.
5-03-05 4-05-12 0-05-08 7-06-04 _ 8-03-03
2
764.60#
M-5x8
6.25 5 M-8x10 M-3x6
6 7
M-3x4 +
N � �
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M-Six 10 6��P�D PROFFS
IN
Co 1 M-L 5x3 x0.of M Co 1105x3 M-6x814 2��\ E s/O29r
M-7X8(S)
5-01-09 4-05-12 8-01-07 8-03-03
Y
1-11 OREGON b
26-00 9G/ �i �1
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH FH1 Scale: 0.2286 MFRRI�L�P
WARNINGS: GENERAL NOTES,umassomenmonaed'. EXPIRES:1213112015
1.Builder and erection contractor should be advised of all General Notes 1.This semen is based only upon the parametae shove.,ane is for an individual
Truss: FH1 and Wammps before construction commences. building component.Aypecabin eofdesip meters and proper
z as compmaiion verb building must bamstalled vinare showed.. incorporation of tomo component responsibility utthe building designer.
a.Additional bracing to insure stmt+aurins constructed 2,Design assumes the Win and bottom chords m be lateraiy braced at
gRRiLL B
DES. BY: LA is the reslwedimb,of me erector.Additional permanent bracing of zoo.and at tVo.c.respectively unless braced throughout their Is in by
Me overall structure la me reapodsmelly rdme building aesi continuous sheathing such as ptwooa sheamidaRq armor erywa-XC)
DATE: 6/20/2014 a goer. a. ,impar brieama or lateral mactng goo-ed where sft
hown.. 4 OF "M1• T
4.No load should be applied te any component noel after ad Ismang and 4.Imushman of truss a me respo milrty fthe respective contractor.
SEQ. : 5968421 fasteners are complete and at no time should any loads greater man s.Design assumes busses are m be used in a porsorodiva environment,
he m watm
t'
design loads staged any component. and are far'My, ori of use. O.�
TRANS ID: 401529 5.Constructor has no control over and assumes no respooslbmN for to 6.Design assumes fop hearing at all supports showed.Shim or wedge if
fabricated,handling,afilpreent and installation of components. 7.be.lgnamumea adequate drainage islee 0
6.This do.,,,le proclaimed subject to the limitations¢et toby 6.Plate¢shall be located on both faces a�Mae and placed so their center
IIII VIII(IIII I MI(IIII IIII IIII IIII TPIMrrCA In BL61,topic¢of¢filch ibe Nrniahea upon request tinea colnntle tm re of g.to er lolme C
9.Fort indicate size of dedesig vale �a
MITekIJ$A, OGICOnIpDTNS$OflWale 7.6.6(1 L)-E 10.For tacit connector plate design values see ESR 1311,EBB 1988 jMIT¢p '�p� t1394�
�SN$10NAL�0
LUMBER SPEC
IFIDFICq=1 A0
CATIONS TRUSS SPAN 26'- 0.0' IBC 2012 MAX MEMBER FORCES 4WRIG
TC: 2x4 DE k1&BTR; LOAD DURATION INCREASE = 1.15 1- 2=( 0) 100 2- 8=(-634) 1557 6. 3=( 0) 158
2x6 DE SS T2 SPACED 24.0' O.C. 2- 3=(-1850) 462 8- 9=(-636) 1555 3- 9=( -306) 121
BC: 2x6 OF SS 3- 4=(-1516) 453 9 10=(-483) 1297 9- 4=( 0) 343
WEBS: 2x4 DF STAND LOADING 4- 5=( 0) 0 10-11=(-483) 1297 9. 6=( -B1) 160
LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSE 4- 6=(-1284) 432 10- 6-( 0) 367
TO LATERAL SUPPORT c= 12'00. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 80) 93 6-11=(-1529) 511
BC LATERAL SUPPORT o= 12'00. UON. TOTAL LOAD = 42.0 PSF 11- 7=( -211) 108
_____________________________________ LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BAG REQUIRED BRC AREA
NOTE: 2x4 BRACING AT 24.00 LON. FOR LOCATIONS REACTIONS REACTIONS SIZE 90.I11. (SPECIES)
ALL FLAT TOP CHORD AREAS NOT SHEATHED LIMITS STORAGE DOES NOT APPLY DUE TO THE SPATIAL 01- 0.0' -261/ 1330V -86/ 204H 5.50' 2.13 BE ( 625)
_____________________________________ REQUIREM EREG OF IBC 2012 AND IAC 2012 NOT BEING MET. 261- 0.0' -168/ 1084V 0/ ON 5.50' 1.73 DF ( 625)
OVERHANGS: 23.0' O.D° BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD, TOP COND. 2: Division checked for netf-5 ftsf) uplift at 24 'or. sdacin�..
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
*+ For hanger specs. - See approved plans VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L/160
Connector plate prefix designators:
MA% LL DEFL = -0.030' @ -1'- 11.0' Allowed = 0.192'
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc MAX TL CREEP DEFL = -D.039' @ -1'- 11.0' Allowed = 0.25fi'
M,M20HS,M18HS,M16 = MiTek MT series MAX LL DEFL = 0.060' @ 101- 2.4' Allowed = 1.254'
MAX TL CREEP DEFL = -0.125' 9 101- 2.4' Allowed = 1.672'
MAX HORIZ. LL DEFL = -0.017' @ 25'- 8.5'
MAX HORIZ. TL DEFL = 0.027' @ 25'- 8.5'
Design conforms to main windforce-resisting
support top chord at joints 5 system and components and cladding criteria.
Wind: 140 mph, h=22.5ft, TCDL=4.2,13CDL=6.0, ASCE 7-10,
12-09-05 13-02-11 (All Heights), Enclosed, Cat.2, ExP.B, MWPRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
5-03-05 4-05-12 3-00-03 4-11-08 8-03-03 in the plane of the truss only.
12
5.25 7'
M-46 M-3x10 M-1.5x3
4 6 7
T2-
M-3x4
3 + +
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e
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D PROF,,.s
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1 M-4x4 M-1.50 90.25° M-1.50 M-3x6
M-7x8(S)
Q'
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5-01-09 4-05-12 8-01-07 8-03-03 /Q qY 7q, 243,
1-11 26-00 MERRI0-
EXPIRES:12/31/2015
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH-- FH2 Scale: 0.2349
WARNINGS: GENERAL NOTE6 unferizzorrumssamoted. q�
1.Builder and eaddi cont O Mount be advised&.11G IN t 1.This design based onlyupontM1 parameters show d t an individual
P�eOf WAS[ `tT�,
Truss: FH2 and Warnings before construction commences launching component.Applicability of design parameters and proper 4 R C� 0
2.2x4 compress an web bracing must be installed M1 h Incoryomdon of component WM ponsibildy of to loads,d ner. RP O
3.Additional temporary brain,to statilitytl 'ng construction 2Desgn assumes the top and bottom chords to be laterally braced el .L
DES. BY: LA Is Ne responsibility of the erector.Additional permanent bracing of 2 o.c.and at t dips,respeervely unless breed throughout length by
Me overall diminutive the peripherallyof ala buildin des' continuous sheathing such as plywood sheathing(TC)and/or drywall C). Q
DATE: 6/20/2014 9 goer. 3.
4.No b2x Impact badging or lateral brae,,requtred where shown++
ad should be applied to any component untli after all bracing end 4.Installation of truss is the rsspouslbglly of respective contact or.
SEQ. : 5968422 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses or.Her eive be,used in a non-conoenvironment.
design loads be applied to any component. and are Nr'dry corrosion'of use. 'P 51398 Al
TRANS ID: 401529 s.CompuTrus has no control over and assumes no rea,mairedhy for the 6.Design assumes lull bearing at all supporta shown.Shim or wedge if 0�� F6lSITiR� h+
hbticeOon.handling,shipment and addendumof componenR. 7.Design assumes adequate drainage's provided.
6.This design IS furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center ONAL
IIIIII VIII VIII VIII VIII VIII VIII IIII IIII TPIANICA In Di copies of which will be Nrnkhed upon request. lines coincide w th,pint center lines.
9. Buffer Indicate size of plate in acres.
Ni USA, n1../COmpIITNs Software 7.6.6h L}E 10.For basic connector plate design values see ESR-1311,Eri 988(MiTek)
VIII III III This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 26'- O,D- IOC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.DD
TC: 2xI
4 OF If &ETR LOAD DURATION INCREASE = 1.15 2=( 0) 100 2- 7=(-298) 1462 3- 7=(-375) 263
EC: 2x4 OF k18BTR SPACED 24.0' O,C, 2- 3=(-1758) 396 7- 8=(-119) 959 7- 4=(-133) 632
WEBS: 2x4 OF STAND 3- 4=(-1543) 406 8- 6=(-290) 1465 4 8=(-131) 645
LOADING 4- 5z(-1546) 422 8 5=(-378) 260
TC LATERAL SUPPORT a 12'OC, UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1760) 409
BC LATERAL SUPPORT c- 12-OC. UON. OL ON BOTTOM CHORD = 10.0 PSF
TOTAL LOAD = 42.0 HOF
OVERHANGS: 23.0' 0.0' BEARING MAX VERT MAX HORZ ERG REQUIRED BAG AREA
LL = 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE Si (SPECIES)
Connector plate prefix Designators: O'- 0.0' -217/ 1323V -138/ 151H 5.50' 2.12 OF ( 625)
C,CN,0I8,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PER LIMITED STORAGE 26'- 0,0' -'32/ 1091V 0/ ON 5,50' 1.75 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 FOR. CONO. 2: Desi n checked for net[-5 sf uplift at 24 "oc s acro .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL4/180
MAX LL DEFL = -0.030' @ -1'- 11.0' Allowed = 0.192"
MAX TL CREEP DEFL = -0.039' 9 -1'- 11.0' Allowed = 0,256'
MAX LL DEFL = -O.D59- @ 17'- 2.2' Allowed = 1,254"
MAX TL CREEP DEFL - -0.139' @ 17'- 2.2' Allowed = 1.672"
MAX HORIZ. LL DEFL = 0.025' @ 251- 6.5"
MAX HORIZ. TL DEFL = 0.041' @ 25'. 6.5'
Design conforms to main windforce-resisting
system and components and cladding criteria.
13-00 13-00
Wind', 140 mph, h=21.9ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
6-08-14 6-03-02 6-03-02 6-08-14 (All Heights), Enclosed, Cat.2, Exp.8, MWFRS(Dir),
----a load duration factor=1.6,
Truss designed for wind loads
12 12
Q 6 25 in the plane of the truss only.
6.25 M-4x6
4.0"
4
M-1.50 M-1.5x3
w
0
o \
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7 e 6 ¢R
7
R M-4x4 M-3x4 0.25" =M-4x4 C� 2 PE y9�
M-5X8(5)
L I i i
B-09-15 B-04-03 B-09-15
1-11 a 26-00OREGON1�, �((AQ'
'7Y 14. g0 Pj-
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH F3 Scale: 0.2303 MFRp RISA,
WARNIN
Tf USS: F3 dna GS: GENERAL NOTES,unless GdeMbenoted EXPIRES:12/31/2015
1.Builtler•ntl ereNo"contrecfor should be eMisetl of ell Oen•rel Note. 1.This aeaipn ie Seaga Dory upon Ne pemmelere eM1oun dna la kr•n terminal before ow mmm
onson c" dmoxi. builamw component Apphnibley of design p•r•metem and Proper
2.2x4 compresamn web brawn,moat be installed share shmancorpo,.f.n of component is me resprouthty of me building designer.
a.Aeamonauemporay bracing to Insure ste my donna construction 2.Design assumes me top and bottom chords be be laterally braced at QRffiI-L B
DES. BY: LA is the responsibility of me erector.Aediaon•I permanent f 2G.c.and at10 ox,respectively unless forced throughout their lenggtIh be q�
perm.nen go anuous thermal,such as plywotl shearehin q andor dryvall(eC). y� pWAS `T
DATE: 6/20/2014 to oven,swm,re is me responsibility of me building designer. a.2s Impact boom.,orRadial bracing rmmudidwhere a he.+. O H(,i. A
a.No load should be abroad d any component ono after all bracing and 4.Imsdtlamum
n of truss the responsibility or the respective ntrw
acr. QP �� C 'a,
SEQ. : 5968423 dsteners are complete and at no dine should any loads gaedr man s.Design•ssumes wanes are d be used in a normoomaya environment R C
TRANS ID: 401529 am be any dares a maein'of y
damn .,tied snit es n e
5.Cpmcator has no co hip over and
odumeano responsibility for the 6.resign a NAD ednB at all suppods shorn.6M1lm ors edge it
fafnwbon,l,entlnng,Shipment antl lnadlleticn of components. T Design assumes adequate drainage is molded. 0
6,This design'a furnished subject to the brourron•eet MM by B.Plates shall be located on both faces a muss,and placed so their center
II II VIII VIII'IIII lull lull lull IIII IIII TPINJICA'm BCSL copies of uTiM vAN be NrniaM1ed upw repueat. linea coidicitleuia pWces im pn•e. C
e.For indicate lice or tsd es roma•. +/+ 51398,c1 ry
MTek USA,Inc.ICompuTrus Software 7.8.6(1 L)-E ID.Fo,Tasic connecdrp me design values sec ESR-un,ESR-t gee lMiiep
�SSIONALG -
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 91- 8.8' ISO 2012 MAX MEMBER FORCES 4WRf GDF1Cq=1.00
TC: 2 x 4 DF k1MBTR LOAD DURATION INCREASE = 1.15 1-2=( D) 94 2-5=(D) 0
BC: 2x4 DF k1MBTR SPACED 24.0' O.C. 2-3=(-210) 195
3-4=(-133) 57
TO LATERAL SUPPORT <= 12.00. DON. LOADING
BC LATERAL SUPPORT r_ 12'00. DON. LL( 25.0)*DL( 7.D) ON TDP CHORD = 32.0 PSF
DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ RED REQUIRED FORD AREA
OVERHANGS: 18.0° 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
0'- 0.0' -291 514V -771 239H 5.50' 0.82 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- D.E. 01 152V Of ON 5.50' 0.24 OF ( 625)
C,GN,CI8,CN18 (or no prefix) = CompuTrus, Inc 7'- 11.2" -2491 510V OI ON 1.50' 0.65 OF ( 625)
M,M2011S,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- B.S. -1261 48V of OH 1.50' 0.08 OF ( 525)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND, 2:-Desion checked for net -5 sf) uplift at 24 -oc s acro .
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=L1180
MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0,150'
�f MAX TL CREEP DEFL = 0,015' @ -1'- 6.0' Allowed = 0.200'
MAX TC PANEL LL DEFL = 0.237' @ 3'- 10,7' Allowed = 0.598'
MAX TO PANEL TL DEFL = -0.237' @ 31- 11.0' Allowed = 0.897'
MAX HORIZ. LL DEFL = -0.003' Is 7'- 11.2"
MAX HORIZ. TL DEFL = -0.003' @ 7'- 11.2-
12 Design conforms to main d claddingresisting
8.00� system and components and cladding criteria.
Wind: 140 mph, h=21.Bft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
/ (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration tactor=1.6,
Truss designed for wind loads
in the plane of the truss only.
no
r
M-3x4 5 Q,ED PRO FFSs/O
E 29f
i 6 d
1-06 B-00 1-08-12
PROVIDE FULL BEARING'ats'2 5 3 4 �-
9G OREGON
1a �((7
/O qY 14, 20 P+
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - F4 �9
Scale: 0.4311 MFRRItC
WARNINGS: DENEML NDTES,arida¢oMervAse na rd EXPIRES:12/31/2015
1.Boulder and erelemmoVeclanhould be advised of all General Notes I.This design is based only upon Me parameters shoos and is for e"individual
Truss: F4 and wri be re construction commences. briding cmmpo"ent Asti of design parameters and proper
a 2x4compos; ontt,bracing must be i"atedied where¢hman.. corporator of component le Me responsibility or Me building designer. L
1 open nal hmporery,bracing locate ebbillry Wang conetlutlion g.DeeilA assumes the top dna bottom broods to be laterally
hared et 1�E LBq�
DES. BY: LA mMe red bio fMe erecmr.Additional permanent f co^.c.roursand at mfora.rsuch as pllysood semaed Mmoanod sanlaiiingth Jl9 4WAS "l
petro rya peomang ra mpacvidging r Iib avwpodwirensg(Tganmar drywan(ee).
DATE: 6/20/2014 Me wdshouldcbea m Me to any comtr dine nit amg all bracin a.2s Impact bridging or MeamraangityofMe where ane co.. O kl,1.
a.Nomaaehre complete
many component unlit loner all bracing dna 5Des'oInstalled- Pi¢Ms e to be
use in respective enimarn
SEQ. : 5968424 rant,,elaare dsbe applied
do at notmeabama any made araam,Man s.and ar assumesenearefuse. mm.nor.<arranme endranmenr. O
aompuTaecbe noDposto over and assut. es nasre ' vfullb� m use.
y
TRANS ID: 401529 s.ComwTrr,nano wno-m ever maloeermes no compenrolury for Me e,mosen die°rmee sn begone at all tropane mowtl.shim or issues if
Iabriwtoa handling.shipment amm�dallaadn of compensate, Designsays i
a.Thin design spurnedm eatm Me rmomons set rorMb 7. l be caeduatearainaeen pinged.
IIIIIIIVIIIIIIIIIII(IIII(IIIIIIIIIIIIIIIII m r B Plate. mesacateaonb" mus.ThesoFtruss dnaDlaceasoMao-cemer
TpkwrcA in acsl,doping atwmm�dill be srmlonea roar reddest. Imes aamaiae Me iomlam Inches
yi 51398 W
S.Digiti memde nae of Wqare in inanea.
MiTek USA,Inc.ICompuTrus Software].6.6(1 L)-E m.Far basic connedar Dreaaa.ien vauee dee ESR-un.ESR-rase lMTek) 0+2s��'OBT6R� '
SSAONALG
VIII III(IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TO: 2x4 OF If SBTA LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 OF N16BTA SPACED 24.0° O.C. 2-3=(-73) 102
TC LATERAL SUPPORT d= 12.00. GOD. LOADING
BC LATERAL SUPPORT <= 12-OC. LUCK. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HOAZ BAG REQUIRED BAG AREA
DL ON BOTTON CHORD = 10.D PSE LOCATIONS REACTI0NS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 18.0" 0,0' TOTAL LOAD = 42.0 P6F 0'- 0.0' -150/ 40fiV -14/ 69H 5.50' 0.65 OF 1 625)
1'- 5.6' 81/ 162V 0/ OR 1.50' 0,26 OF ( 625)
Connector plate prefix designators: LL - 25 PSE Ground Snow (Pg) 8'- P.O. 0/ 63V O/ DH 5.50' 0.10 DF ( 625)
C,GN,GlB,GN18 (cr n0 prefix) - CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND 2. Be for net(-S pill uplift at 24 "
REQUIREMENTS OF IBC 2D12 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL -0.011' @ -1'- 6.0" Allowed - 0.150"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -O.D15' @ -1'- It All owetl = 0.200'
MAX TC PANEL LL DEFL = 0.003" @ 0'. 10.5" Allowed = O.D78"
MAX TC PANEL TL DEFL = -O.DD4' @ 0'- 11.1" Allowed = 0.118"
MAX BC PANEL LL DEFL = 0.019' @ 3'- 6.6" Allowed = 0.354"
MAX BC PANEL TL DEFL = -0.097° @ 4'. 8.2" Allowed = 0.472-
1-06-06
MAX HOAR. LL DEFL = -0.000" @ 1' 5.6'
MAX HOAR. TL DEFL = 0.000" a 1'- 5.6'
12 Design conforms to main windforce-resisting
9.00 system and components and cladding criteria.
Wind: 140 mph, h=19.lft, TCDL=4.2,SCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Oir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
c
0
n r
a 0
N o 4
M-3x4
PRO
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1-06 4 8-00 Q� tl2o �E
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH J1 Scale: 0.6526 MFR R 11-L
O O
WARNINGS: GENERAL NOTES,unlessmandserimed'. EXPIRES:12/31/2015
1.Builder and erector contractor bould be advisee of all General Notes 1.This dowsme is based only upon Me pammeten,morn and is fir an individual
Truss: J1
and Warnings construction commences. building component.Applicability of desiignp meg and proper
z 2x4cemotesf on vmb bmeng must be instllea More an.. 'maim amn of comp nus to responsibility m Me building designer.
2.aaelfifnauemparary bracing in mama ambmry agora pon.mgsnon 2.uamgn assumes me lop and boom chords m be laterally braced at �RRILLB
DES. BY: LA dime responsibility of Me enamor.aaelfiunal permanent bracing of zo.u.antl.nmoo.reapepmvely nolo..ossa through weir lenopmm by
consommen,thing such iy.nod sheaming(TC6 ndlor arvwall(BC). WAS
DATE: 6/20/2014 me overall structure is Ne responsibility of Me building designer. a, a Impactbridginglatenibracing required where hown++ , O� Sfj'. vi
4.Nosed should be applied to any component unfit after all bracing and 4,msorllampm arms is me responsibility of me respective conmactor. Q' �4' WC F'
SEO. : 5968425 orsterem are complete and at no eine should any foods greater man s.Daman assumes trusses are m used in a non-corrodde environment O
design mads be applied m any component s. and neisr road command'b°f Ceti au
TRANS ID: 401529 s.Compumua has no normal met and assume o responsibility It Me eea room,at pooch anwm.amid or wedged
hinderer, shipment and information of components. T.oedpnsumes adequate mainaae is video. 0
F.The desgn is Nrmahed wblem to me haramus set birth by a.Design
shall be locatedonctinnfacespawl;end Dlemtl aO Meir canter
IIII' I VIII IIII III III II IIII I'll TPINJTLain BCSl,copies of xfiicM1 All be furnished upon request lines DwItsiindclat Mzjobs ue In inches. C
9.For b indictee size of id design vola
MiTek lJ$A,IFIL/(:oI11pUTN5$OflWa27.6.6(1 L)-E 10.For basic connector p�te design values see ESR-1111,ESR-1988(MITak) �O.o-�AGlSTER�.�'
SSIONALL O
ILII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN B'- 0.0' IBC 2D12 MAX MEMBER FORCES 4WA/GDF/Cq=1.00
TC: 2 x 4 DF M &BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 OF N1&BTR SPACED 24.0' O.C. 2-3=(-70) 67
TO LATERAL SUPPORT <= 12"OC. DON. LOADING
BC LATERAL SUPPORT <= 1210C. DON. LL( 25.0)+DL( 7.D) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX MORE BAG REQUIRED BRG AREA
DL ON BOTTOM CHORD = 10.0 Par LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 1810' DA" TOTAL LOAD = 42.0 PSE 01- O.D. -701 414V -26/ 101H 5.50' 0.66 DF ( 625)
3'- 0.4' -1511 145V O/ DH 1.50' D.23 DF 625)
Connector plate prefix designators: LL in 25 PSF Ground Snow (Pg) 81- O.D. 0/ 67V 0/ DH 5.50' 0.11 OF 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,W20HS,MI8HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for Rett-5 sf v lift at 24 'oc s acin .
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET,
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL OPEL = -0.011' @ -1'- 6.0° Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP OPEL = -0,015' @ -1'- 6.0° Allowed = 0,200`
MAX TC PANEL LL DEFL = 0,008' @ 1'- 5.7' Allowed = 0.204'
MAX TO PANEL TL DEFL = -0.017' @ 1'- 7.9' Allowed = 0.307'
MAX BC PANEL LL DEFL = 0.026' @ 3'- 6.6' Allowed = 0,354'
MAX BC PANEL TL DEFL = -0.121' @ 4'- 4.8' Allowed = 0.472'
MAX HORIZ. LL DEFL = -0.000' @ 3'- 0.4"
MAX HORIZ. TL DEFL = 0.000' @ 3'- 0.4"
Design conforms to main windforce-resisting
3-01-02 system and components and cladding criteria.
Wind: 140 mph, h=19.6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
8.00 load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
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1,guilder and erection contractor should be advised of all General Notes tThis design'a based only upon me parameters shown and is fat an individual
Truss: J2 and Warnings before codswmom commences. building component.Applicability of design parameters and proper
z,2x4 compression wnb bracing must be headed where sh over.. corporation of component is Me raepodsmmty of Me building designer. _ap.R1UI,[e
].Additional temporary harms,to in sure stability during construction 3,Design asmmes thetopand bottom chorda b be laterally braced at
DES. BY: LA is Me responobiti of erector.Addigonm permanent bracing of y'°°.and at 10 d.r pectively unless braced throughoutfoci length by WAS A.
q° 6nuous mending such as plywood sneoldned D)angor driner e). p� '7
DATE: 6/20/2014 Me overall structure is Me responsibility of Me building designer. 3.zxnImpact bddpng or lateral bracing required vmere above,.. 4 04
4.No road should he applied te any component until after all bracmg and 4.installation of mom m Me responsibility of Me respec re contractor.
SED. : 5968426 fasteners are somplate and at no time should any main greater man s.Design assumes hawses are to be used m a non-cmusma environment Ar p
design loads be applied to any component d are Aran oondltio�of use. y
TRANSID: 401529 S.coordi has no cormrol over and assumes no respensmaity for Me 6,DCLC8n
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r. �rts-aaequato damage is provided. 0
6.This cleared is Arulsned ambient to m¢lirtmsgods set fours by 6.Plot.shell be located oo both faces of have,.ad placed so Meir center
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IIIIII This design prepared from computer input by
PACIFIC LUMBEFI
LUMBERSPECIFICATIONS TRUSS SPAN B'- 0.0' IBC 2012 MAX MEMBER FDRCES 4WR/GOF/Cq=1.DO
TC: 2 x 4 DF N188TR LOAD OURATIDNINCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 DF N183TR SPACEF 24,0' O.C, 2-3=(-95) 81
TO LATERAL SUPPCRT <= 12.00. UON. LOADING
BC LATERAL SUPPCRT <= 12.00. UON. LL( 25.0)+DL( 7.)) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HOGZ BRG REQUIRED BRG AREA
OL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0" (1 TOTAL LOAD = 42.0 PSF 01- 1.0" 59/ 456V -38/ 133H 5.50' 0.73 OF ( 625)
4'- 7.1' -149/ 164V 0/ DH 1.50' 0,26 DF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow Ti 8'- 0.0' 0/ 74V 0/ OH 5.50' 0.12 OF ( 525)
C,CN,CI8,GN1B (or no prefix) = Com puTrus, Inc
M,V20HS,M18HS,M16 = MiT ek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND 2' Desi n ch k tl f i staff 1'ft t 24 "
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET,
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/1BO
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0" Allowed - 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed - 0.200'
MAX LL FEEL = 0.000" @ 0'. D.0" Allowed = 0.144'
MAX BC PANEL LL DEFL = -0.025' @ 3'- SSS Allowed 0.354'
MAX BC PANEL TL FEEL = -0,158' @ 4'- 1.4' Allowed = 0.472'
MAX BC PANEL TL FEFL = -O.OB2' @ 41. 8.2' Allowed = 0.472'
MAX HORIZ. LL DEFL = -0.000' @ 4'- 7.1'
4-07-14 MAX HOfl]Z. TL DEFL = 0.000' @ 4'- 7.1'
--� Design conforms to main windforce-resisting
12 system and components and cladding criteria.
8,00[7 Wind: 140 mph, h=20.11ft, TCDL=4.2,BGOL=6.0, ASCE 7-10,
All Heights), Enclosed, CI Fxp.B, MWFRS(Dir),
load duration tactor=1.6,
in
designed for wind aloads
only.in the plane of the wind
ss only.
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I.Builder and erection contractor should be advised of all General Neter; I.This rise n la based omy.,an me merneprs an..and Is for an lnmviduel
Truss: J3 dna seamines bemre censtraction commences. building component.Applicability of design parameters and proper
z.zx4 comprasaion veb bmung must be instilled sMere anovn., corporaeon or component is to responsibility of me building designer.
1.Aadiaenal'eTurner,bracing to insure stability duang co muction T.Design assumndat1 'ox.Me top and l un chorda to c he laterallydthrougho braced at
ngth by a-y bs
DES. BY: LA is me reapnnsmilny arms cream,.Aedinphm permanent bracing ar za....na alo'a...respecaely unless braced mraaghaw their length by
annus sheathing such as plywood sheathing(TC)endmd vNIII V WAS
DATE: 6/20/2014 me do amnmucture i>Me responsibility arms bwldmg designer. 3.OFl looser m 4 F
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mr,e.me anoam any codes greaterm and assumesonsae>are mea a>eamamn dna>me environment � Cx
aampani,has no comm ecand assut. a Design condition"of ae
TRANS ID: 401529 6.compumnhanno,ship and aeaamesno responsibility for he E.Da-.n > >milL,rmg at eli sappons shown.Shim or waded.
hbricadon handling.shipment and retaliation or conponenla. nese .... O
7.Deeign asaumel located
on tlmine0e Is pmvitletl.
8.This design is d i x subject ampur theWordbone set lupo by S.Irareauto be lowmn on nom listed of truss,and placed so their center
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SSIONALE�O
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IIIIIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0' IBC 2012 MAX MEMBER FORCES 4WH/GDF/Cq=1,00
TC: 2x4 OF N6BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 OF N16BTR SPACED 24,0' O.C. 2-3=(-125) 99
TO LATERAL SUPPORT = 12'OC. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. UON. LL( 25,0)+DL( 7.0) ON TOP CHORD = 32,0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BUD AREA
DL ON BOTTOM CHORD = 10,0 PSF LOCATIONS REACTIONS REACTIONS SIZE SD.IN. (SPECIES)
OVERHANGS: 18.0' 0.0" TOTAL LOAD = 42,0 PSF 01- S.D. -591 502V -50/ 165H 5.50' 0.60 DF ( 625)
6' 1.9' -1341 188V 01 ON 1.50' D.30 OF ( 625)
Connector plate prefix designators: LL = 25 PER Ground Snow (Pg) 8'- 0.D' O1 BSV 01 DH 5.50' 0.14 OF ( 625)
C,CN,CI8,CN18 dor no prefix) = CompuTrus, Inc
M,M20HS,M19HS,M16 MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Desian checked ketl for net .5 sf uplift at 24 `nc s t in .
REQUIREMENTS OF IBC 2D12 AND IAC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP MAX LL DEFL = -O.D11' P -1'- 6.0° Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NDN-CONCURRENTLY. MAX TL CREEP DEFL = -0.015° @ -1'- 6.0" Allows = 0.200'
MAX LL DEFL = O.D00" @ 0'- 0.0' Allowed = 0.066'
MAX TL CREEP DEFL 0.000' @ 0'- 0.0' Allowed = 0.088'
MAX TO PANEL LL GEFL = 0.138° @ 3'- 3.6" Allowed = 0.455'
MAX BC PANEL TL BEFL -0.184° @ 4'. 1.4" Allowed = 0.472'
6-02-10 MAX HORIZ. LL DEFL = -0.001" a 6'- 1.9"
MAX HORIZ. TL DEFL = -0.001" @ 6'- 1.9'
Design conforms to main windforce-resisting
12 system and components and cladding criteria.
8.00 Wind: 140 mph, h=20.6ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cli Exp.B, MWFRS(Dir),
load duration tactor=l,6,
Truss designed for wind loads
in the plane of the trisa only.
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WARNINcs: GENERAL NOTES,moleas sit ered,a noted. EXPIRES:12/31/2015
1.Barber and erection contractor should be advised of all General Notes 1.This design is based only upon Mshow e parameters shoand'a bre incedmm
Truss: J4 and Ventures before comsmsuon commences. building component.Applicability or design preamaters and proper
z 2x4 compression vreb coming must be installed were show+ corporation of component is Me resposambAly of Me bWMing designer.
3.Additionaldemocracybracing t ijirytl g trvi 2.G e e M lip ad bottom vb bt b it IN braced at �y$RRILj,�
DES. BY: LA Me responsibilityfM charter,Arom l permanentbracing of 2and t10 too.annovidivel,
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DATE: 6/20/2014 M overallstructure M responsibility of building ee designer. a 2siP nb erl lateral bracing mdMorsh .
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SEQ. : 5968428 4 fastene arelamplete ane at no dere should any loads er all nanand a.Design assuon metrau is
care responsibility
be us e�a nod,car;otrve ive ennvro�ment
design loads be applied to aro component. dare forayConsumer'of use.
,y
TRANS ID: 401529 s.Compurus ban no control over and assumes no responsibility for Me 6.Dalionassumes bearing at ell smpnore anwm.shim or-dea it
fab major handling,shipment and installation of components 7.oesi enee adequate drainage is omaea.
s.fobs design is furnished subject me fimaaaona eeuoms by e.Pian them assumed located on both moo.. `o-rss,and himad ao Mail center
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S'yfONALO
IIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 81- 0.0" IOL 2012 MAX MEMBER FORCES 4WR/GDF/Gq=1.00
TO: 2x4 OF M1&ITH LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(G) 0
BC: 2x4 OF M1bBTR SPACED 24.0' O.C. 2-3=(-156) 121
TO LATERAL SUPPORT <= 12"OC. LON. LOADING
BC LATERAL SUPPORT <= 12-OC. JON. LL( 25.0)cDL( 7.0) ON TOP CHORD = 32.0 PEP BEARING MAX VERT MAX HORZ BRG REQUIRED BIRD AREA
DL ON BOTTOM CHORD = 10.0 PER LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0" 0.0° TOTAL LOAD = 42.0 PER 0'- 0.0° 6D/ 545V -62/ 197H 5.50' 0.87 OF ( 625)
7'- B.6" .115/ 215V D/ OH 1.50" 0.34 OF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 8'- 0.0' 0/ 150V 0/ DH 5.50' 0.24 DF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PER LIMITED STORAGE COND, 2: Desi n checked for net(-5 sf uplift at 24
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSI. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = -0.011" @ -1'- 6.0" Allowed = 0.150'
7-09-06 MAX TL CREEP DEFL = -0.015° @ -1'- 6.0° Allowed = 0.200'
-- � MAX TC PANEL LL DEFL = 0.340" @ 4'. 7 7" All owetl = 0.581'
MAX TC PANEL TL DEFL = -0.393" ca 4'- 4.7" Allowed = 0.871'
MAX HORIZ. LL DEFL = -0.002° @ T- 8.6'
MAX HORIZ. TL DEFL = -0.002° @ 7'- 8.6'
12 Design conforms to main windforce-resisting
system and components and cladding criteria.
8.00[7 Wind: 140 mph, h=21.lft, TCDL=4.2,BCOL=Ss, ASCE 7 10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH J5 Scale: 0.4871 MF[RRI
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WARNINGS: GENERAL NOTES,unlessomwisenmed EXPIRES:
1.Builder and ereNon contractor should be advised of all General Notes 1.This design is based only upon the paremeteu shown and Is for an individual
J5and Warnings before construction commences. building component.Applicability of design parameters and proper
za:4 comembron web bracing must be installed where shown.. corporation of component me responsibility of me Ediming designer.
3.Additional bracing to insure Stability during censtroutin 2�Design assumes me tap and bosom chords to be laterally braced at Ni 6
DES. BY: LA is the responsibility of me erector.Additional permanent bracingf 2 s and at 10 ad.respectively unless braced throughout their Isobar by
° continuous an such as plywood Shrotbr TC)angor drvwan(Be). WAS `-T
DATE: 6/20/2014 me overall structure is me responsibility ohne building designer, a.co lmpaol banging or lateral required where ahowq.. 4 OF kGl. i
. 4.No load should be applied to any component unto ewer all bracing and 4.1 Stalla roll on,nss is tie responai lift otthe responses contractor.
SEQ. 5968429 taster,.are complete and at no time should any toads greater man 6.Designassumes wase rel be usedma nnsum emaroment. P C
TRANS ID: 401529 design loads be applied to any remponent. and reaformryc edon'mus ry
5.CompuTms has no control river and assumes no responsibility for be 6, amon efull demise at ell...pada She..Shim -do.if
fabrication,nanaling,shipment and inatellahon munmponents, 7.Design.sums.adequate dratoage is rovided. �
6.This design is furnished subject m me limitations set foliar by e.Plates shelf be located on ham noes aPhuas.and placed so their center
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9 O,g6 inclote raze of lcente inches .max
MITCk(j$A, n0.ICORIpNTNs 50flWafa 7.6.6(1 L)-E 10.For basic wnne<Ior p�k design values ase ESR-1311,ESR-1988diTek) 'I'O apF 51398 w
For
SSIONALG -
VIII II III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 9'- 4.1' IBC 2012 MAX MEMBER FORCES 4WRIGDF/Cq=1.00 '
TO: 2x4 DF p18BTR LOAD DURATION CREASE = 1.15 1-2=( 0) 94 2-5=(0) 0
BC: 2x4 OF M180TR SPACED 2IN4.0' O.C. 185
3-4=(-159j 88
TO LATERAL SUPPORT <= 12°00. DON. LOADING
BC LATERAL SUPPORT <= 12.00. MON. LL( 25.0)+DL( 7A) ON TOP CHORD = 32.0 PSF
OL ON BOTTOM CHORD = 10.D PSF BEARING MAX VERT MAX HERZ BIG REQUIRED BEG AREA
OVERHANGS: 18.0° D.E. TOTAL LOAD = 42.D PSF LOCATIONS REACTIONS REACTIONS SIZE SO,IN, (SPECIES)
0'- 0.0" -29/ 513V -]41 231N 5,50' 0.82 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) ]'- 9.2° O/ 152V 0l OH 5.50' 0.24 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc ]'- 11.2" -268/ 561V 0/ OH 1.50' 0.72 OF ( 625)
M,M2DHS,MI8HS,M16 = MiTek IT series BOTTDM CHORD CHECKED FOR A 2D PSF LIMITED STORAGE 9'- 4.1" -200/ 82V OI DH 1.50' 0.13 OF ( 625)
LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. GOND. 2: Desi n checked for net -5 sf a lift at ex 'oc s acro .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
d MAX LL DEFL = -0,011' @ -11- 6,0' Allowed = 0,150'
MAX TL CREEP DEFL = -0.015' @ -11- 6.0' Allowed = 0.200'
MAX TO PANEL LL DEFL = 0.216' @ 3'- T.2' Allowed = 0.598'
MAX TO PANEL TL DEFL = -0.230' @ 3' 11.0' Allowed = 0.897-
MAX ORIZ. LL DEFL = -0.003' @ 7'- 11.2°
H
'I MAX HOAR. TL DEFL = -0.003' @ ]'- 11.2'
2
8.00 Design conforms ne main wi maddingresiteria
I system and components and cladding criteria.
Wind: 140 mph, h=21.7ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
',. (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration tactor=1.6,
w Truss designed for wind loads
o in the plane of the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - I Scale: 0.4505 MFRRIIL�
WARNINGS: GENERAL NOTES,unkN
saoerM¢enoted: EXPIRES:12/31/2015
i.Builder and erection contractor should be devised of do General Notes t.This design is based only upon the Parameters aboym and Is be an incl eduil
Truss: J6 ..itWarnings sabre construction commences. building component,Applicability of design parameters and proper
2.gra compression see bracing must be installed where shorn+, Incorporation or component is Me responsibility of Me building designer.
3.Atleiri tempmary bracing to insure stability during mn¢truviion 2,Desig^assume.Me top and reason tl,or.b be latemly bnmd Itiby
DES. BY: LA is the responsibility of Me erector.Aediaonsl permenem bracing of aad.and at l0'os respectively unless braced throughout Meir lenggthM by
Me oyeran structure is Me res tom tine building gest nnuchsaheanmg such wadyf000asseathingi anemadryyall(eC). J19 fWAS
DATE: 6/20/2014 pensi ye a gner. 3.4°impact badging or lateral bracing rewired there shown..
4.No lead Phoma be appnea to any component until Poor all bracing and k maMllaeon onmss is Me responsibility or Ne respective consador.
SEQ. : 5968430 bcteners are complete and at no time should any loads greater Man s.Design ass s trusses are to he used d a non<onoms anybonmem,
design leads be applied to any component. and reBfor-m,conao�'m use. ,y
TRANS ID: 401529 s.Compunus has no control over and assumes ne responsibility for Me s.Design . smilbearing at all supports mover shim or vaudge it
toroidal,handling,shipment and installamn or components. ].Design a":>u 1.adegpme drainages rooded. °
6.Thi¢design is hunched subject to Me umlamns set forts by e.Planar 1 1,dented on both hoes o�truss,and placed ad Mev center
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Mi TekUSA,I-CICorn UTms Software 7.6.61L-E 16For'baeio conneictorplate design values see ESR-1311,ESR- '(' A 51398 04
p ( ) p 8 19981MITekj 0+F CrSrBR�
S'rAONAL�O-`?,-
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This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 2'- 6.4° IBL 2012 MAX MEMBER FORCES 4WR/GDF/Gq=1.00
TC: 2x4 OF A SATO LOAD DURATION INCREASE = 1.15 1-2-( 0) 100 2-4=(0) 0
BC: 2x4 OF k18BTR SPACED 24.0' O.C. 2-3=(-74) 25
TC LATERAL SUPPORT <-- 12'00. TON. LOADING
BL LATERAL SUPPORT <= 12'OC. USN. LL( 25.0)tOL( 7.0) ON T 0 P CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES(
OVERHANGS: 23.0° 0.0" TOTAL LOAD = 42.0 PSF 0'- O.D. -160/ 543V -12/ 79H 5.501 0.07 OF ( 625)
1'- 9.2' -121/ 61V 0/ ON 5,50" 0.10 IF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 2'- 6.4° �26/ 57V 0/ ON 1.50' 0.09 IF ( 625)
C,CN,CI0,CN1B (or no prefix) = CompuTrus, Inc
M,M20HS,MIBHS,M16 = MiTek IT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2' Cation checked for getf-S peril uplift at 24 i d
REQUIREMENTS OF IBC 2012 AND IRC tell NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL - -0.030' @ -1'- 11.0' Allowed - D.192:
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL .0.039' @ -1'- 11.0' Allowed = 0.256'
12 MAX TO PANEL LL DEFL = 0.005' @ 1'- 26' Allowed = 0.144'
6.25
MAX TO PANEL TL DEFL = 0.005' is 1'- 2.6' Allowed = 0.217"
MAX HORIZ. LL DEFL = -O,ODD° @ 2'- 5.7°
MAX HOgI2. TL DEFL = -O.S OD° @ 21- 5.7-
Design
]°Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=19.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp,R, MWFRS(Dir),
load duration factor=l.6,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH SJ1MFRRIiii P
Scale: 0.7525 p O
WARNINGS: GENERAL NOTES,unhavothershenoted EXP�RES:12/31/2015
1.Builder and erection contractor should be advised mall General Notes 1.This design N
Is based only upon e parrmelas shorn and Is for an individual
VIII' Tf1155: $J1 and wamings before construction commences. building component.Appgcedlidy of design Parameters and proper
z 2x4 comphaddhor zem bracing t be Proceed dithere shavernincorporation f component's Me responsibility of Me building a loner.
3 Addtio Itemporarybracing M stabilityduring tr1 n 2'O g Me top and bottom cM1 &t b laterallybraced ot RRIIy 8
DES. BY: LA is the responsibility of Me he Mohamed pm t bradch,of 2 a.. e t 1 D o.c respectively unlessbraced throughout tb-length by A�
n M1 Mng such as plywood 1 M mTc1 a a y.,11H BC). WASp,� `P'
DATE: 6/20/2014 Me overall Me responsibility Mry ofMebiding designer. 3.2x Impact bridging or lateral bracing required.nare snevm.. 4 OF
4.No load should be applied to any component after all bracing and 4.Installation or lmse is Me responsibility of Me respectiveartmdor. PRS
SEQ. : 5968431 fasteners are complete and at no order should any loads Greater Man 5.Design assumes Morava ares be used in a non omosive environment FrP �C
design loads be applied M any aamponepL dare arfoor'arycondition'of urs y
s.Co puTms has odual ever and assumes no responsibility for Me 6.De assume. a' at all onto shoser.Shim or tl cif
TRANS ID; 401529 ss aring agpv 9
fabrmadon,nan�n can.
adebipme,cs dna installation at components. 7,Plates assumes caed on l stdrainage'u f tuns.a.
S.Tb'udesign is est oedeublacvomenmttamnsset formbyr B.Plaroasheabe located onborline .of tuns.and placed so Metr comer
� TPlnvreA In Best oopiea nnmicb roll be mmiahee upon request Imes oomame,«Miami gamer ones.
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( MiTek USA,,no.lCotpppTNe Sollyare,Z6.6(1L)-E 9.Porbasic cate size of plate
in inches.
dee ESR-1311,EBR-1988(MiTek) $ � 51398 2
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PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 5'- 1.2' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 IF w15BTR LOAD DURATION INCREASE = 1.15 1.2=( O) 100 2-4=IDI 0
BC: 2x4 DF p18BTR SPACED 24.0' O.C. 2 3=(-96) 51
T6 LATERAL SUPPORT <= 12'OC. UDN. LOADING
BC LATERAL SUPPORT <= 12CC. UDN. LL( 25.0).DL( 7.01 ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED END AREA
OL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 23.0' 0.0' TOTAL LOAD = 42.0 PSF D'- B.S. -145/ 553V -23/ 120H 5.50' 0.89 OF ( 625)
1'. 9.2' -75/ 106V 0/ ON 5.50' 0.17 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 1.2' -57/ 122V O/ ON 1.50" 0.20 IF ( 625)
C,CN,CI8,CN18 (or no prefix) = "ll Inc
M,M20HS,MIBHS,M16 = MiTsk IT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CONO, 2: Design checker] for net( 5 nsfLgpl if at 24 'Me spacing.
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.030' @ 1'- 11.0' Allowed = 0.192'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL -0.039' @ 1'- 11.0' Allowed = 0.256'
MAX BC PANEL LL DEFL = 0.002' @ l' 0.1' Allowed = 0.053'
MAX BC PANEL TL DEFL = -0.003' @ 1'- 0.1' Allowed = 0.071'
12 MAX HORIZ. LL DEFL = -0.000' @ 5'- C.4'
6.25�7' MAX 101I1, TL DEFL = -0.000' @ 5'- 0.4'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=19,9ft, TCDL=4.2,BCDL=6.O, ASCE 7-10,
(All Heights), Enclosed, Cat,2, Exp.8, MWFRSIDir1,
lour] duration factor=l.8,
/ Truss designed tl for wind s ads
only.in the plane of the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - SJ20
Scale: 0.6366 MFRRIL�
WARNINGS: GENERAL NOTES,unkssothereiee noted. EXPIRES.12131/201.5)
t Budder and erection contractor should be eMiceE of General Notes 1.This design is based only upon Me parameters snovn and m for an Individual
Truss: SJ2 and Wambge before contruceou commences. building component,Ayplic.bdr,of de.ien parameter:and proper
z 2x4 mmpmaamn urea bracing must be installed Metre shorn�. mooreoredon of component me reapimleNN of he buikina decipher.
a.AtldNonal temporary bracing to insure stability tluring wnabuNon 1.Design....me.Me top and bottom cha6 to be leMnay bracer]at �.Ga"`•�L bf
DES. BY: LA mm:reaw sroln fug erermr.Admtiohal permanent f conc.coitt10 be.respectively unless braced nroomi nab lith by
lye pereamh go nnooes m-anugeurnn as ply+.noe.nauing(Tq ahmor awwsR( c). J� EWAS
DATE: 6/20/2014 to overall modure is me rewehdbnity of Me building designer. aa.Import curbing or lateral bracing reveled are ahe-e.
4.No load should be applied to any component ntil after all bracing and 4.lestallabon ofMbi to omponalmlby of the wmr.cmr.
SEQ. : 5968432 members are complete and at no hear should any madagreater Man 5.Design assumes burned are to be used Inaco,corrmmeenvironment
design loads be applied M any component and are for'"condhon'of use K,
TRANSID: 401529 s.CompuT.us has no control over and assumes no responsibility for the b.Design assumes fou beadna.t all supports move.shim or wedge if
fabrication,handling.shipment and lnslallaeon of temporary.. ),Deai,adumm editors.doom,la ..ion!. O
e.Tna desibh rc wmmm subromo me nmttanohe set forthby e.Mates hal be located oh both races oPtruss,and placed so their anter
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IIIIIIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUNBEBSPEGIFICATIONS TRUSS SPAN 1'- 7.9' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2x4 OF k1 MBTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 10D 2-4=(0) 0
GC: 2x4 DF AliTH SPACED 24.0' D.C. 2-3=(-138( 75
TC LATERAL SUPPORT <= 12"OC. JON. LOADING
BG LATERAL SUPPORT r_ 12"OC. UON. IL( 25.0)101_( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRG FEOUiRED ERG AREA
OL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 23.0" O.O° TOTAL LOAD = 42.0 PSF D'- O.D. .981 502V 451 161H 5.50" 0.80 OF 625)
1'- 9.2' 991 266V 01 ON 5.50" 0.43 DF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- 7.9° B71 1B5V 0l ON 1.50" 0.30 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,9'6 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICO . 2Design checked for nett-5 Dsfl uDl ift at 24 "oc sgac ing
REQUIREMENTS OF TBC 2D12 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=LIIBD
BOTTOM CH090 CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.03D' P -1'- 11.0" Allowed = 0.192"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP IEFL = -0.039" @ -1'- 11.0° Allowed = 0.256'
MAX BC PANPL LL DEFL = 0.006" @ 1'- 0.1° Allowed = 0.053"
MAX BC PANEL TL DEFL = -0.008" @ 1'- 0.1' Allowed = 0.071'
MAX HORIZ. LL DEFL = -0.001" @ 7'- 7.1-
MAX
1"MAX HORIZ. TL DEFL = -0,001' @ 71- 7.1"
y
Design conforms to main ori claddingresisting
12 system and components and sledding criteria.
6.25 Wind: 140 mph, h=20.5ft, TCDL=4.2,BCOL=6.0, ASCE 7-10,
(All Heights), Enclosed, Ca1_2, Exp.8, MWFAS(Oir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH Si Scale: 0.5230 MERRI�L�
WARNINGS: GENERAL NDTES,unless othe ismormee: EXPIRES:12131/2015
1.Builder and emini contractor should be advised of all General Note. I.Th..design la based only upon Me pemmelm am.-end is tar en bdandma
Truss: SJ3and warn nes before commundon commences. building component.Appuoamoly of resign Paramate,m and proper
z 2nd compression weld bracing must e inalaned where show.. Incorporation of component is me responslmiily come Panama,deal,.,*
a,Add'mnal temporary bracing m insure smbildv during construction z.Design assumes me fop and holism commas m be formally braced m HI ILI gq
DES. BY: LA in the responsibility of me erector.Additional permanent racing or coda.and all D'o.a.respecWely unless braced throughout length by
DATE: 6/20/2014 theoverar structure is Me responemgity ohne bmldmg designer. 3.zx mgea6bsracing orr suchasbrians rewired wherre smover+aryvsn(BCI. J19 OF WASP„ ),
4.No load should be.,laid to any component idea Inner all bracing and 4.Installed-of is nee responaminty of the resp.ay.nmractor.
SEO. : 5968433 fasteners are complete and at no time should any loads Wester man 5,Design assumes wands are to be used in a nontimrosse ensionment
design loads be applied to any component d are for t dbj,%aI use.
TRANS ID: 401529 5.computers he.no nmrd.ve add assumes n respsnsibniW:nr me 6.and se. es mimearmg at on.unemas shown.shim or ved,if
abroad,handl'ing,shipment and installation of compnenls. 7.oe:ignas�umes aeeauale mainage is pmvieee. 0
B.This design is furnished subject to the llmitabons set loM by S.Plater shall be located on both faces of truss,and placed coo their center .f
Of copies of
ob wil be
are coincide
oint center Ones.
III (IIII(IIII VIII VIII VIII VIII IIII IIII NiUSA'ne/CompuTmer rSofware furnished66(1 L)E request. 1U.For basic connecmmlr pleteEsign values see ESR-1311.ESR-1985 Aflep 'r-O VX k,q 51398 4y
9 Digits Indicate size of t inches.
SSIONAL�G -