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8 Copyright CompuTme Inc.2006
BUILDER. ISSUEDATE: ABOVEPLPN PRONDEDFOR TRUSS
LENNAR 06/10/14 TRUSS cniCUR-AT DNS Uro
PROJECT TITLE: REVISION- : ENGINEERED STRUCTURAL
I DFANINGS RIENGI EER FURTHER POCNI� ��ber
2892-E MARQUAM ENGLISH OESIINFORMATION
FOR NTI NE6NOFR coax
PLAN' DRAWN BY LARRYM REVISION-2 TO RONSIBLE FOR ALL NONTRUSS
Op [ TO TRUSS CONNECTIONS.BUILDING
2892 / E MARQUA _ DESIGNCWENGINER CORT
COMPANY
M P A N YREVEN AND APPRORGDO TRUSS
DELIVERY LOCATION- SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
1/8"= P
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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GARAGE LEFT 191_5 112'
5-11 UY 131 '
®Copyright CompuTrus Inc.2DO6
BUILDER: ISSUE DATE ABOVE PUN PROVIDED FOR TRUSS
LENNAR 06/10/14 TRUSS CALCUUAT ONG ANDG
PROJECT TITLEREVISION-1; ENGINEERED STRUCTURAL
DRGNERIE GINEERFOR FURTHER a um er
2892-E MARQUAM ENGLISH INFGRIAATION.BUILDING
DESIGNERIENGINEEft OF RECORD
PLAN: DRAWN BY' LARRYM REVISION-2: RESPONSIBLE FOR ALL NON TRUSS
/� TO TRUSS CONNECTIONS.BUILDING
2892 / E MARQUA - DESIGNERIENGINEER OF RECORD TG
Vl V REVIEW AND APPROVE OF ALL COMPANY
DELIVERY LOCATION' SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
& TRUSS
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.
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 famished subject to the limitations set forth by
TPIANTCA in BCSI,copies of which will be furnished upon request.
GENERAL NOTES, unless otherwise noted:
1. 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).
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EXPIRES 6/3011
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 13'- (1 GOND 2' Design checked for net(-5 Dsf) uplift at 24 "oc spec ins
TO: 2x4 OF #138TH LOAD DURATION INCREASE = 1.15
GC: 2x4 OF #15BTR SPACED 24.0° O.C. Design conforms to main windforce-resisting
system and components and cladding criteria.
TO LATERAL SUPPORT <= 12.00. UON. LOADING Wind: 140 mph, h=20.8f t, iCOL=4.2,BC DL=6.0, ASCE 7-10,
BC LATERAL SUPPORT <= 12-OD. UON. LL( 25.0)«DLDL ]OM) BOTTOM CHORD =ON TOP CHORD � 10.0 PSF (A11 Heights(, Enclosed, Cat.2, Exp,B, MWFRS(Dir),
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF load duration factor=1.6,
C,CN,CIB,CNIB (or no prefix) = CompuTrus, Inc Truss designed for wind loads
M,M20HS,M18HS,M16 = MiTek MT series LL = 25 OF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable entl truss on continuous bearing wall uON.
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. M-1x2 or equal typical,:t stutl verticals.
Refer to CompuTrus gabend d tail for
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TDP complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
6-09 6.09
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH Al
Scale: 0.4435 �FRR10-eP
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WARNINGS: GENERAL NOTES,unless oMermise noted: EXPIRES:12/31/2015
1.Builder entlerectioncontractor should be advised of all General Notes 1.This design is based only upon me parameters sbovm and is for an adinduel
Truss: Al and Warmnaabatere construction cmmenma, buntline component.ApPlieaeiety of dowgn parameters and prover
2.2x4 wmpession wxb bracing must be installed wfiere shorn�, ewtporatlan of component is the responsibility more building designor. L
2.Addilonal temporary bracing to insure stability dorm,c"nschicon 2,resign assumes the top and bottom chmtls to be latualy braced at 1�1L
DES. BY: LA is ma aaponabal mMa erector.Aaamnal thaw r 2o.c.amatln'o.c.ampem.ey unless braced theammus heir length by WAS 8A.
-h permanen ,o coraruous chamber,curb a a plywood sheaemg(TC7 neer driamI(BC). `T
DATE: 6/20/2014 Me overall strucbra is Me responsibility of the lumber,docipnar, i.2x Impact bridging or lateral brooms required Mere shoran*. J OF H/4. T
4.No load mould be applied to any component urge after allbracing and 4.Instaaation oftrum is Me osponsibmty of Me aapenme contractor. QP Re C>, F,p
SEO. : 5968392 taars at.,acompleta and at no ams moved am,mads preater Man 5.Design assumes buaaes are to be used in a non-tonosye environment
TRANS ID: 401529 s.
design loads be ato ppaed any component. and are for' on
any cdbon'm use. 7,
CompuTrus has no control over and assumes no responsibility for the a. re,a...Mae.11basic,at all somishe moth.shim an wadval
fabommurt,handling,shipment and inuMilaton, component. y.Design assumes adequate drainage is provided. O
S.This design is furnished subject to be limitations set loon by d.Peaks shag be located on both faces of buss,and Placed so heir center
III VIII(IIII VIII VIII VIII VIII IIII IIII TPLAVI In SCSI,copies of aboth.11 be farri upon request Mnes coincide uih jointcenter fines.
e Bright Indicate aye of Plate in Inches. e/4 51398 W�
Mitek USA,
InelCompuTrus Software]s.6(1 L)-E tan.For basic ronneNorplata design valose ace ESR-1311 ESR-teae(M,Taq
+thy, fafSl'BR �'
S`r�ONALG
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VIII III I IIII This design prepared from computer input by <
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 13'- 6.0' IBC 2012 MAX MEMBER FORCES 4WR/GOFICq=1.00
TC: 2x4 OF N1&BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-6=(-20) 382 6-3= 0) 312
BC: 2x4 OF N1&BTR SPACED 24.0. O.C. 2-3=(-591( 116 6-4=(-20) 382
WEBS: 2x4 OF STAND 3-4=(-591) 116
LOADING 4-5=( 0) 94
TC LATERAL SUPPORT <- 12.OD. UON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PST
BC LATERAL SUPPORT <= 12'OG. UON. DL ON BOTTOM CHORD = 10.0 PSE
TOTAL LOAD = 42.0 PST BEARING MAX VERT MAX HORZ BEG REQUIRED BEG AREA
OVERHANGS: 18.0° 18A" LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
LL - 25 PSF Ground Snow (Pg) 0'- O.D" 129/ 738V -117/ 117H 5.50' 1.18 DF ( 625)
Connector plate prefix designators: 131- 6.D° -129/ 738V D/ OH 5.50' 1.18 DF ( 625)
C,CN,GIB,GN18 (or no prefix) = Compi,Trus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
M,M2GHS,MI8HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. COND, 2:-Desion checked for net -5 Dsfl uplift at 24 'oc s acin .
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
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'- 0.0' Allowed 0.150"
MAX TL CREEP DEFL = -0.015' @ 15'- 0.0' Allowed = 0.200°
MAX TC PANEL LL DEFL = -0.066' @ 3' 7.3' Allowed 0.496'
MAX TC PANEL TL DEFL = 0.435' @ 3' 7,1' Allowed = 0.744'
MAX HORIZ. LL DEFL = 0.003' @ 13'- 0.5'
6-09 6-09 MAX HORIZ. TL DEFL = 0.006' @ 13'- 0.5'
12 12 Design conforms to main windforce-resisting
8.00 IIM-4X4 Q B.00 system and components and cladding criteria.
3 Wind: (AllmHeights),BProf.Ad,4Cat.2O Exp.B,ASCE
MWFES(D1r),
load duration factor=l.6,
Truss designed for wind loads
in the plane of the truss only.
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1-06 13-06 1-06
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH A2Scale: 0.3685 MERRILY-�P
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WARNINGS: GENERAL NOTES,unless oMervAse notes: EXPIRES:12�31/201.51
1,Builder and erection contractor should be advised road General Notes 1.Tnls design is based oNy.,on Ne Pemmelera Ph.move for an Individual
Truss: A2 and Warnings before constraatoom commences. building component.AndicabMry m ,a of design pamoband proper
2.2.4 compression web bracing mast be installed where anowh.. mcorpoefion of component 13 M•responsibility of Me building designer,
2,Admm•
num wnb
empor•.bracing mas bila daring-mdmvcm 2.Design assumes Me fop and bottom mares M be Interna braced of ttSRMLL&
DES. BY: LA is the responsibility of Me erector.Aeamonal permanent brndng of 2o.c.and at 1Won.renpesdaely unless braced firoagnom their length by 9
gw..a assuming such ea plywood snustra )angor d-ywallgisi 41 f WAS
Me overall prows is the of Me building designer. 3.2Impact bndgmg or l•tar•mr•ch, .,.,ad are an--I O kG1. ,
DATE' 6/20/2014
4.No load should be applied to any component unel ansr•I1 bracing and 4.so someone-of buss is Me responsibiliof Me modcirve contractor,
SEQ. : 5968393 Iaatanere are complete and at no gine should any leads greater Man 5,Design assumes Mussy ret be used m a noncorrosive embrorment
design loatls be•ppgea to any component a re for'dry conal�'ofuse. y
TRANSID: 401529 5,Campni has no cannot over and assumes no renpansibmty fw Me 6.Deae,nsnumen allbearing at all supports shown,Shim or wedge if
bbdcegon,nanagna,smpmem dna msbllagonmmmponems, zonielanumas•aegu•r,drainage inromded.
6,Thin design is mrmahetl subject to me limubons set form by 9.Plates sban be mantes on both bass o�wues,eon faced ad mal anmr
IIII VIII VIII VIII VIII(IIII(IIII IIII IIII TPIMRLA In SCSI,copies olvfilm wall be furnished upon request goes coinciat ttiN lomlate mince. C
s.For basic connector mpltlesipnvas. of 51398 Qs�
MiTek USA,Ine.ICompuTms Software 7.66(1 L)-E 10.For basic mnnecmr Pleb design valued see ESR-tan,ESR-t sea lMiTek) �� �AC�
�S% ALL�GSc'
IIIIIIIIIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFIOATIBNS TRUSS SPAN 191- 5.5' I8C 2012 MAX MEMBER FORCES 4WRIGDF/Cq=1.00
TO: 2x4 BE k1MBTA LOAD DURATION INCREASE - 1.15 1- 2=( 0) 94 2-11=(-173) 657 3-12-(-189) 170
BC: 2.4 DF ki MBTA SPACE) 24.0' O.C. 2- 3=(-864 280 11-12=(-173) 657 12- 4= -5G) 30
WEBS: 2 A 4 OF STAND 3- 4=(-669) 260 12-13=( -95) 511 4-13=( -28) 179
LOADING 4- 5=( 0) 0 13- 9=(-193) 725 13- 7=( 0) 189
TO LATERAL SUPPORT <= 12°OC. TON. LL( 25.0)+DL( 7.0) ON TBP CHORD = 32.0 PSF 4- 7=(-624) 254 13- 8=(-154) 157
BC LATERAL SU PPCAT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) G
TOTAL LOAD = 42.0 PSF 7- 8=(-794) 261
----------------------_--_------ 8- 9=("971) 286
NOTE: 2x4 BRACING AT 24.00 UON. FOR LL = 25 PSF Ground Snow (Pg) 9-10=( 0) 94
ALL FLAT TOP CHORD AREAS NOT SHEATHED
------------------------------------- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
OVERHANGS: 18.0' 10.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BUTTON CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 0'- O.D. -161/ 815V -125/ 125H 77.00° 1.30 IF 625)
M-1.5x4 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON CDNCURRENTLY. 61- 5.D" 01 253V 01 ON 77.00' D.41 BE 625)
vertical members (non). 191- 5.5° -1651 923V OI ON 5.50' 1.48 OF 625)
Unbalanced live loads have been
considered for this design. COND. 2._Dd.igr credited for net(-5 p f)uplift at 24 °
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=LIIBO
Connector plate prefix designators: MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
C,CN,CI8,CN10 (or no prefix) = ru s, Inc MAX TL CREEP BEFL = -0.015' @ .1'- 6.0' Allowed = 0.200'
M,M20HS,M18 HS,M16 = MiT ek MT serriesies MAX LL DEFL = -0.037' @ 11'- 9.1' Allowed = 0.629'
MAX 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 MAX HDflu. LL pEFL = D,G m• @ 1B' o.G'
-05- MAX Hofl IZ. TL DEFL = 0.015° @ 19'- O.D'
4-00-13 3-05-11 0-02-04 4-00 0-05-10 3-02-05 4-00-13
Design conforms to main windforce-resisting
12 M-6X8 12 system and components and cladding criteria.
M-4x6
8.00 5 fi Q B.Do Wind: 140 it h=21.1ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.8, MWFRS(Dir),
loatl tlu rat ion factor=l.6,
Tru sstlatl for wind loads
plane
in the plane of the truss only. i
M-3X4 M-1.5x3 M-2.5x4 or equal at non-structural diagonal inlets.
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5-10-01 1-04-15 4-09-10 7-04-14
1-06 19-05-08 1-06 y` OREGON by �(V�
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FJOB NAME : LENNAR 2892-E MARQUAM ENGLISH - B1__ Scale: D.2750 MFRRItARNINGS: GENERAL NOTES,unless otherwise noted, EXPIRES:12li
W 31/2015
1.Builder antl erection contractor should be advised of all General Notes L This design Is based o ly.,an Me pmormle s she.and ie tar an Individual
Truss: 81 and Warnings before constfuctian commences. building component,ApplicabilM of design parameters and proper
2.2x4 compression won bracing must be installed where annum.. nncoryomdon of component is Ne responsiieluty of Me building designer.
3,Additional temporary bracing to Insure stability during preemidier 2.Design assumes Me top and bottom chords to be laterally braced at RRQy e
DES. BY: LA m me reaponammn of ma erenar.aeeiea^al permanent m 2'o<.ane at lo'o.c.respectively unless maned throughout their length by q
Istere..mobtry is me responsibility perilanentbr anchone sheathing such as stopped aheaningeic)angor myaaag(ae). 4� @WAS `f-
DATE: 6/2D12014 ponsi g^e,. a,zanImpact bridging or lateral bracing re9mrea sehere she-a. O Kfq. T
4.No load should be applied As any component unci after all bracing and 4.Installation of truss is the maponstbute roma respernve contractor.
SED. : 5968394 fasteners are complete and at no time should any loads greater man s.Des'an assumesawae ret be used in a sen orrosme environment, p
design loads be applied to any component. ane refo ' yco dmon close R .y
TRANS ID: 401529 s.eompuTrm has no control war and assumes no responsibility for the 6.Design assumes IIIheari^A at all supports snoVm.9mm or wedaeIf
Densest,hamting,shipment a^d insauaem ofoomponams 7.necessary
.uma..deyaae ar.m.ae is mvmea.
6.This design is NrnisM1etl subject to Melimilaeone set toM by e.Platesshag be located on beth faces.tor,antl placed ao their center
III IIIII I II II A I II I I IIIII IIII IIII iPIMrrCA in BCal,copies of which vnll be furnished upon reguert. IDio coincide wioo jofM ro m Innen.
9. Digiti lndlcete size of plek N Inches. �s �4
M17ek USA,Inc.ICoI11p11TNS Software 7.6.6(1 L}E 16.For beat.connector plate tlesign values see EBB1311ESR-1988 Honest 'IO 1398�
SSIONALVG
VIIIA III IIII This design prepared from computer input by w
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 19'- 5.5' IBC 2012 WAX MEMBER FORCES 4WRIGDFICq=1.00 e
TC: 2x4 DF M168TR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 94 2-11=(-179) 811 3-11=(-187) 172
BC: 2.4 OF it SIR SPACED 24.0' O.C. 2- 3=(-1069) 330 11-12=( -61) 679 11- 4=1 -69) 252
WEBS: 2x4 OF STAND 3- 4=( -867) 319 12. 9=(-202) 802 12- 7=( -69) 252
LOADING 4- 5=( 0) 0 12- 8=(-1B7) 172
TC LATERAL SUPPORT r_ 12.0C. VON. LL( 25.0)eDL( 7.D) ON TOP CHORD = 32.0 PSE 4- 7=( -669) 298
BC LATERAL SUPPORT <= 12.00. UON. OL ON BOTTOM CHORD = 10.0 PSP 6- 7=( 0) 0
TOTAL LOAD or 42.0 PSE 7. B=( .867) 319
____________________________________ 8- 9=(-1070) 33D
NOTE: 2x4 BRACING AT 24'00 UDS, FOR LL = 25 PST Ground Snow (Pg) 9ID=( 0) 94
ALL FLAT TOP CHORD AREAS NOT SHEATHED
____________ ______________________ BOTTOM CROAT CHECKED FOR A 20 PSF LIMITED 201A AGE
LIVE BOTTOM
AT ORDLOCATION(S)LO SPECIFIED BY IBC 2012. BEATING MAX VERT RMAXEACTIONS
THIREION BIG RECLINED BAG AREA
OVERHANGS: 18.0' 18.0' THE BOTTOM CXOflD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS REACTIONS REACTIONS SIZE N. (SPECIES)
0'- 0.0' -1601 988V -1391 13 5.50' 1.58 62
OF ( 625)
ON
Unbalanced live lastly Have been 19'- 5.5' -1601 988V OI ON 5.50' 1.58 OF ( 625)
considered for this design.
Connector plate prefix designators: LOND 2: Design checked far net-(_5_Psfl uplift at 24 roc spacing
C,CN,CI8,CN18 for no prefix) = CompuTrus, Inc VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180
M,M20HS,Ml BHS,W16 = MiTek MT series
MAX LL DEFL = -0.011' @ -1'- 6.0' Alleged = 0.150-
MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' All"ad = 0.200'
MAXR LL DEFL = -0.112' @ 11'- 2.3' Allowed = 0.927'
C
MAX TL MAXEEP DEFL = -0.198' @ 11'- 23' Allowed = 1.236'
0-05-10 0-05-10 ALL DEFL = 0.011' @ 20'- 11.5' Allowed = 0.150'
MA% TL CREEP DEFL = 0.015' @ 20'- 11.5' Allowed = 0.200-
3-08-1 2
.200'8-08-12 2-00 8-08-12YAX HORIz. LL DEFL = 0.011' @ 19'- 0.0°
-
MAX MAX HORIz. TL DEFL = 0.018' @ 19'- 0.0-
4-06-13 3-08-05 2-00 3-08-07 4-06-12
Design conforms to main windforce-resisting
12 12 system and components and Cladding criteria.
f. 8.00 M 4x6 5 6 M-4x6 Q 8.00 Wind: 140 mph, h=21 Aft, TCDL=4.2,BCDL=6.O, ASCE 7-10,
7 All Heights), Enclosed, Cat.2, Exp.B, MWFP61Sir7,
- load duration factor=l.6,
Truss designed for wind loads
in the plane of the truss only.
M-1.50 M-1.50
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2-04-03 PR112
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IN
IM-3x4 M-4x6 M-4x6 M-3x41 �YE 2yf
8-03-02 2.11-03 8-03-02
�1-06 19-05-08 1-06 9L y/OREGON,be
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - B2 Scale: 0.2750 MERRIt��
WARNINGS: paNEfuc Nmea,uxi.mama.e nmed EXPIRES:1213112015
t.Budder and eremon contractor should be covered of all Genera m Notes 1.This design s based only upon me parameter.sho.. and a for an tamaur
Truss: B2 rosb
and Warnings before cuoson commences. bolerocomponent.AaeMcaMnly or di PSwmetem and proper
2.2a4 compression vwb bracing must be tosmnea where shover.. co,waraaon of component is me respongwy or me balding Reamer. RB1LL
3.Autumnal temporary bracing to came stability during construction 2.Dthab
Design assumes e top and bottom fomes to be laterally beaded at e
DES. BY: LA IS the reeponeeg rine erector.Additional permanent f 2.c. ad.tto gape enumedy ante..or...I humorous metr scum by
tyo veemanen em continuous sheathing such as premed shMdgr l anter ary.r.nlEet. WASp''
DATE: 6/20/2014 Me overall amaur.is me rea,mammy fame Funding consumer. 3,be impact Imaging or mterat bracing remrbed"are shover.. J OE
4.No sea should be.PPnea re any component ural after an burning and 4. .Wauon of trues is me resporemch
ley of me respave contractor.
SED. : 5968395 Surfacers are complete and at no Me should any mads, QP
greater man s. Design assumes trusses ars to be used mnoncorrosive.noorrosive environment, �e 0
design leads be awgea to any componem. and are far �condmoof use. y
TRANSID: 401529 s.ComcuTrus has no control over and assumes no responsmmty for ma a.Design fall bearing at all supports shmshim or Wedged
exedras handling Shipment a'installation of components ry
0Dell".assumes adequate drainage.Ptam
6.Tensa g Remainedaim m becomes tt rm by a Pt e bet e birth k
and orad..mer Gem.,
MiTek USA InclComes of 'me mrasn ci upon k w towart t t
ces
TPCWreA Rest P g ants e- to tom - non. 51398 2�
I IIIIII IIIII(IIII!IIII(IIII!IIII!IIII IIII IIII puTms Sonware]6 611 L)-E o f basic conn tor plate ws on araces see ESR I 311.ESR I ON III O R�GIgl EA�
sStONALG
VIII 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.DO
TO: 2x4 DF p1 MBIG LOAD DURATION INCREASE = 1.15 1. 2=( 0) 94 2- 8=(-14]) 796 3- 8=(-265) 237
BC: 2x4 DF 41M9TR SPACED 24.0' O.C. 2- 3=(-1063) 259 8- 6=(-164) 798 8- 4z( 101) 538
WEBS: 2x4 DF STAND 3- 4=( 801) 220 8- 5.(-265) 237
ING
TO LATERAL SUPPJAT <= 12.OG. UON. LL( 25.0).DL( 7.0)LONO1063)T0F CHORD = 32.0 PSI 5- ( 259
BC LATERAL SUPPORT <- 12.00. CON. DL ON BOTTOM CHORD = 10.0 PSI 6- 7=( 0) 94
TOTAL LOAD = 42.0 PSF
OVERHANGS: 18.0" 18.0'
LL= 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
Connector plate prefix designators: LOCATIONS REACTIONS AEACTIO NS SIZE SO,IN. (SPECIES)
C,CN,CIB,CN18 dor no prefix) = CDMpuTrUs, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- O.D' -163/ 988V -162/ 162H 5.50' '.58 DF ( 625)
M,M20HS,MIBHS,M16 MiTek IT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 19'- P.O. -163/ 9B8V 0/ ON 5.50' ',58 OF ( 625)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP CONO. 2' Oesidn chepXetl for net LS osfl unlit( at 24 'oc
AND BOTTOM CHORD LI'/E LOADS ACT NON CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=L/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 -O.D23' @ 9' 8.7' Allowed = 0.92]'
MAX TL CREEP DEFL = -O.D54' @ 9'- BJ' Allowed = 1.236'
MAX LL DEFL = -0.011' @ 20'- 11.5' Allowed = 0.150-
9-08-12 9-08-12
MAX TL CREEP OPEL = -0.015' @ 20' 11.5' Allowed = 0.200'
MAX HORIZ. LL OPEL = 0.012^ @ 19'- 0.0-
5-00-13 4-07-15 4.07-15 5-00-13 MAX HORIZ. It PEEL = 0.019° @ 19'- 0.0-
12 12 Design conforms ne main winladdingresisting
8.00
IiM-4X4 �8.00 system and components and cladding ding criteria.
4 4011 Wind: 140 to h=21.81i TCOL=4.2,BCDL=6.0, ASCE 7 10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Oir),
load duration factor=l.6,
Truss designed for wind loads
in the Diane of the truss only.
M-1,5x3 1 `tom. M-1.5x3
O
QED PROl
oL 8�- - -- �$ ��� �WIN SS'/
N1-3x4 M-3xB M-3X4 AP
9-08-12 9-08-12
- - -
1-06 19-05-08 -- 1
9` OREGON1a �[ri
qY 14. 23 p�-
JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - B3 Scale: 0.2750 MERRII-1
asho..s: GENERAL Nodes,unless ote,wse noted. EXPIRES:12/31/2015
1.Builder and merbon conbarmr shade be advised of all General Nnt.. T The d.agnla based cal,...n the P.mr-ti rs sheen mats ler enmyed-1
Truss: B3 and eacringa before conawuman eamoni building component Arpacabmly of design paramaers and proper
z,z.4 rompmv�an safebracing,mrsm.mstsnee whereanown.. mremoradou of component is to maponamhly ohne building designer.
3.Addmona temporary bracing to pace stability di..n.toet., z.wagn assumes metop and bottom chords:o ba.mr.lh braced at
DES. BY: LA is to resaonamil f me erector.Aeutoral 2'o.asnasrlo o.c.respecnvelyumesnbrmeemrou'.ult.bi.n by f,
Ilyo permanent bracing of ietinuou.sheeting such as plywood sbeassnsi andhor daywslll C), tQ WAS 'T
DATE: 6/20/2014 too droll structure is me r....robilm,.16.building designs,. a irnImpactbridging or lateral bracing required where shover.. , OF A
4.No load mould be applied fo any component umu site,allbracing and 4.msmimon of m me rs.ponsmmfine a,eudi a onb.cmr. e' Q' C �
SEO. : 5968396 fasteners are complete and at no oma should any load.greater then s.Design assumes trusses are 10 be Usedm anon onos,ve environment
design load.be applied lo any component. and are for xry oondibo�of m. c 2
TRANS ID: 401529 s.Compai a has no contmmver and assumes no respon.many for me s.Dese'n...umes mil basica at.0 anppa.a how,.sham or vemmad
fabeoab handling,mlpm 1.1dermallamon- ' of cposn
eerDesign . d....1 O,,,,,e Provided, D
e,micsalamiss hea.ubl t1 the large a
set arm by 9 Planes n s be located both ff suzz.and phisced so preurcenter
IIII VIII VIII VIII(IIII VIII VIII IIII IIII Scant
No USA,lac/Comafwhmmmhedupon reque.l Bos
p1 'mt z11pit acnes .
TPMCS Goal cep
as
omva a].6.6(1 L)-E 10 r beec.oace t planedie qct values sea PER'c'1,ESR 19881MrTepA RFC 1398
F STE GSA
ONAL
IIIA III I III This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 1905-08 GIRDER SUPPORTING 26-00-00 FROM 9-00-00 TO 19-05-08 IBC 2012 VAX MEMBER FORCES 4WR/GDF/Cq=1.00 '
TC: 2x4 DF 41bBTA LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 94 2- B=( -944) 4924 8- 3=( -50) 116
BC: 2x6 IF 55 2- 3=(-6172) 1294 8- 9=( -946) 4926 3. 9=( -212) 276
WEBS: 2x4 DF STAND LOADING 3- 4=(-6062) 1362 9-10=( -752) 4084 9- 4=( -736) 3354
LL = 25 PBF Ground Snow (Pg) 4 5=(-5985) 1352 10-11=(-1242) 6196 4-10=( 404) 3124
TG LATERAL SUPPORT <= 12.00. JON. TO UNIF LL( 50.0)-DLI 14.D)= 64.0 PILE 0'- 0.0' TO 19'- 5.5' V 5- 6=(-7812) 1676 11- 6=(-1252) 6242 10 5-(1672) 408
BC LATERAL SUPPORT c 12.OG. UON. BC UNIT LL( 0.0)cDL( 20.D)= 20.0 PLF 0'- 0.0' TO 9'- 0.0' V 6- 7=( 0) 94 5-11=( -398) 2042
BL UNIF LL( 300.0),DL( 224,D)= 524.0 ELF 9'- 0.0' TO 19'. 5.5' V
OVERHANGS: 18.0' 18.0'
*mADDL BC CONG LL,OL= 2824.0 LBS @ 8'- B.G. BEATING RMAXEACTIONS
VERT MAX EA THORZION BIG REQUIRED SAG AREA
Connector plate prefix designators: LDCATIONS 2EAGTIO3V 2EACT IONS SIZE 6.44N. (SPECIES)
C,CN,CI8,CBHS loo no prefix) = ries rum, Inc REQUIREMENTS
STORAGE DOER NOT APPLY DUE TO THE SPATIAL 9'- B.G. -872/ 6049V -162/ 1624 5.50' 6.44 DF ( 625)
Y,M20HS,N18HS,Y16 = YiT ek YT series AEOJIAEYENTS OF IBC; 2012 AND IAC 2012 NOT BEING YET. 19'- 5.5' -1345/ 6049V OI OH 5.50' 9,68 IF ( 625
rr ( 2 ) complete trusses required. OTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
Join together 2 ply with red Common nails staggered AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. CORD. :_Design checked for ne�5_psfl uplift at 24 'oc soacind )
9' of, in 1 row(s) throughout 2x4 top chords, VERTICAL DEFLECTION LIMITS: LL=1-7240, TL-L/160
L4 W9' no in 2 row(s) throughout 2x6 bottom chords, MAX LL DEFL = -0.003' @ -1' 6.0' Allowed = 0.150'
1 9' oc in 1 rpw(s) throughout 2x4 webs. MAX TL CREEP DEFL = -0.004' @ -1'- 6.0' Allowed D.200'
�-' MAX LL DEFL = 0.055' It 11'- 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 9-08-12 MAX TL CREEP DEFL = -0,004' @ 20'- 11.5' Allowed = 0.200'
�- -- -_ -�--
WAX HORIZ. LL DEFL -0.016' @ 19'- O.D'
4-05-11 _5-03-01 5-03-01 __ 4-05-11 MAX HORIZ. TL DEFL = 0.038' a 1g'- O.D'
r Design conforms to main windforce-resisting
12 12 system and components and cladding criteria.
8.00 M-6x8 8.00
6.01 Wind: 14D mph, h=21.8ft, TCDL=4.2,BCDL=5.0, ASCE 7-10,
4 �T (All eights), Enclosed, Oat.2, Exp.O, ILWFA6(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
1 5.8
M-3x6 / NI-3X6
0
of iA
M-5x10 �i M-5x10
B 10x8 M- 0 SPROFESS
oy- ------ -._ 1 - -- ..
- o
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t o M 1 5x3 _ M 4 -11 -__ L/GIN 1gF'9 /�
3xfi � C44j� y2o�YE y9�
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4-03-15 3-08-01 3-05-08 3-08-01 4-03-15
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - B-GIRD Scale: 0.2750 MERRIt�
WARNINGS: GENERAL NGTEa,mi idburwbe noreE.
EXPIRES:12/31/2015
1.and Wand emeeoreeonacmrmost.bences. of an General NOL. 1.bulmemo Is based one upon tho parameters designparametersandandlomren lnamauel
Truss: B-G I R D I
and Wammma before bracing
the manage. pmmmm com9of component
P.M r damn p.r.mmleu apt.proper j
3.Additional teaon.mbracnnmmusmestathleawnere aHoxn.. Designincorpassumes Me ton end mere.Ponomkmvolmoally bree.olmr,.r. RRJL
s.Aeaeonsponsout,of the aalomaArationall perm o9construction z.211 v,and at 10 me mppecbonom morabrode mlemYfbmceeac Le
a O.c. ewltneflanlsuchas.IvuMusbne.dthro.pho.t theblenanhy
DES. BY: 20 keno ro rmunmens In erenar.Admeanml Permmne desmnnm el campacs.b.anm Kiel esnesminoacshe- arywarxacl. ,t9 FWA$A...
me overalhamd borapplied
is me to an, cblary der ne euualna all bracing
a.2vlmlabon of
eMe P'Mo -`W
DATE: 6/20/2014 amp or lateral r.gw,.a mere mown,. P e0 C T�
4.No lames Ore Complete
lanai no timp.nem any load=Matter Man
4.Design asnorbua.isMeresponsibility to bumth mon-ntiveeniron
SED. : 5968397 losignlods be appem.nany omnmenaam any lana.mremler th.n 6. andiarefor' .swsa..aro hied used ln.non�ono.rva environment, Re' p
Som loadsemnooueemonerandansm. anearemanycondmon mase. .y
TRANS ID: 401529 s.eomPUTmsns no control and assumes no re:oonabllM loo be s.n....,e.amm.MR berm,at alLNPPOn..nown.snlm or weemme
fabaaeoo,handling shipment and msmllamn of.-Pon.nh. 7.Damn...mss adequate s=nail.�. mad.d. 0
6.This deslmn'ia furnished subject 10 the Imrfl ode Set by a.Pl=ea Nam be located on both faces a�o-ust.and placed So see came,
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII pwrtDA neDml Pl..a, m.mbm mon ehmd uPan r.wm.r Barman m.1 smm.l la.e a
s.Bassani con ane mMs.mInnsal 51398
MiTek USA,Ina lCompuTrus Software].6.6ry L)-E 1o.For base connector dale cesim.wu. ee esR-u11.esR-1 sa=lMRek) 'PD R� 1;0 �
�' GISIfiR �'
s""ONAL O
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 21-00-00 HIP SETBACK 8-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 4WB/GDF/Cq=1.00
TO: 2x4 OF N1&BTA LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 94 2- 9=(-566) 2327 3- 9=(-134) 212
BC: 2x6 OF S6 2- 3=(-2966) 764 9-10=(-667) 2507 9- 4=( -16) 666
WEBS: 2,4 DF STAND LOADING 3- 4=(-2825) 774 TO- 8=(-595) 2331 9- 5-( 390) 263
LL = 25 PSE Ground Snow (Pg) 4- 5=(-2318) 680 5-10=(-377) 259
TO LATERAL SUPPORT <= 1210G. JON. TC UNIF LL( 50.D)+DL( 14.0)= 64.0 ELF 0'- 0.0" TO 8'- 0.0- V 5- 6=(-2319) 685 6-10=( -25) 667
BC LATERAL SUPPORT <= 12.00. JON. TO UNIF LL( 125.D)+DL( SEA)= 160.0 PLUS 8'- 0.0' TO 13' 0.0' V 6- 7=(-2827) 783 10. 7=(-142) 211
TO UNIF LL( 50.0)+DL( 14.0)= 64.0 PIT 13'- 0.0' TO 21' 0.0' V 7- 8=(-2959) 702
------------------------------------- BC UNIF LL( 0.0)+OL( 50.0)= 50.0 PLF 0'- 0.0' TO 21' 0.0' V
NOTE: 2x4 BRACING AT 24"OC UON. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED TO GONG LL( 466.7)+DL( 13D.])= 597.3 LBS @ 8'- 0.0" BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
_____________________________________ TO GONG LL( 466.7)+DL( 13D.7)= 597.3 LBS @ 13'- 0.0" LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
0' O.D. -459/ 2216V -1101 119H 5.50" 3.55 DF ( 625)
OVERHANGS: 18.0" 0.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 21'- O.D" -399/ 2034V of ON 5.50" 3.25 BE ( 625)
REQUIREMENTS OF IBC 2012 AND ING 2012 NOT BEING MET.
Connector plate prefix designators: COND. 2: Design checketl for net -5 sf uplift at 24 "oc s acin
C,CN,CI8,CN18 (or no prefix) = Cont Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
M,M20HS,M10HS,M16 = MiTek MT series 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 = 0.150'
MAX TL CREEP DEFL = -0.015' @ 1'- 6.0' Allowed = 0.200'
MAX LL DEFL = -0,064' @ 13'- 0.0" Allowed = 1.004'
MAX TL CREEP DEFL = -0.142' @ 10'- 6.0' Allowed = 1.339'
MAX HORIZ. LL DEFL = 0.023' @ 20'- 6.5'
MAX HORIZ. TL DEFL = 0.037' @ 20'- 6.5'
Design conforms to main wintlforce-resisting
7-11-11 5-00-10 7-11-11 system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0. AGCE 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.R, MWFRS(Dir),
597.30# 597,30k '� load duration factor=1.6,
12 12 Truss designed for wind loads
8.00[7 11 M-3x4 M-5%6 Q B.Do in the plane of the truss only.
�
5
I
M-1.5x3 M-1.5x3
m
o /ad
/ r BRED PROF�cS
1 Ni 9 0.25" M 3x8 M-3x8 B co ? 20� 9 s/O29
M-7x8(S) E
7-07-10 5-OB-12 7-07-10
1-06 21-00 9L OREGON�a Q'
�O q y 14
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH CH1 Scale: 0.2744 MFRRIL:-0
WARNINGS: GENERAL NOTES,unix-fleramormteU: EXPIRES:12/31/2015
1.Builder and erec4on contractor should be advised of all General Note. 1.This design b tossed only upon me Panmeten shorn anal.M,an individual
Truss: CH 1 and Warnings before construction commences. building component.Applicability of design parametem and proper
2.2x4 compression web being matt be deemed where she-., mcorporabon of component is to re>presdil a of me building designer.
3.Amiennaimmpnrarvbmangmm.lire emblgry aunag como-uction SDo........me.to to,and bottom mato.m be let...lry Named.1 �(iERRU-L16,
DES. BY: LA is me res bili rate erenmr.Aamtional tbmmn r 2oc.and atln'o.c.reapecb%.n.1essmacedmmughom men lend by
Me overau.m,ct Byof
me res bra f me builem ndesigner.r.° 3.2x Impactsbmfinngor laterrain;u�nequired re showIdrywalxecl. p� OF WAS#., >,
DATE: 6/20/2014 P°^>i poo a ear bracing required,e
a.Nomad mrecbe mapplied many comtimesheet until eMar all reaterbranding ana a.ImagiDesign assumes Isms raeto neselfil,se In nornpemivee°environ �'
SED. : 5968398 fomener.am snmpleteae>t no time.howd env load.grainer m>n g.Deign»>pmeswueaare t be used anon ormame en.donment. RT
aaaignlo.a.be appneato any component. ndmeassume.rorrc moon aturm Cry
TRANS ID: 401529 s.eompum.e.n comrolo r and assumes no responsmmty for me s.oeaeenne a,rag at all supports show,Shim or Waage it
fabrl',01.1 heading,shipmenteaenefan.tisn of components. 7.oe.ign assumee adequate chains,is romded. 0
a.This design is furnished subject to mel imitations set amid by 9.Plates shat be Intake oa both faces°f Yun,and placed so their center
111111 VIII VIII VIII VIII VIII VIII IIII IIII TFIVA TCN in SCSI,copies or efi'mh will be famished upon request. does coincide win joint center lines, a
p +f W
MiTek USA,Inc.ICompuTms Sotlwere].6.6(1 LLLE19doigin asoma ree of late n nmae 51398
.For basic connecter Plate design values see ESR-1311,ESR1998(nil Cp �l'CIV,
S1 E
__._ FySIONALE�G
11111111111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 21'- 0.0' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.OD
TC: 2x4 BE r18BTR LOAD DURATION INCREASE - 1.15 1 2=( D) 94 2-11=(-3D9) 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
*EBB: 2x4 BE STAND 3 4=(-1023) 424 12-10=(-315) 932 11- 6=(-141) 142
LOADING 4- 5=( 0) 0 6-12=(-138) 131
TC LATERAL SUPPORT <= 12.00. LON. LL( 25.(1 7.0) ON TOP CHORD = 32.0 PSE 4- 6=( -795) 388 8-12=(-12D1 332
BC LATERAL SUPPORT - 12.00. DON, DL ON BOTTOM CHORD = 10,0 PSP 6- 8=( -795) 381 12- 9=(-16B) 158
TOTAL LOAD = 42.0 PSH 7- 8=( 0) 0
------------------------------- __- 8- 9=1-1025) 424
NOTE: 2x4 BRACING AT 24.00 UON. FOR LL = 25 PSF Ground Snow (PAI 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 IAC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BAG AEOUTAED BAG AREA
OVERHANGS: 18.0' 0.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP 0' 0.0• .1901 1064V 1101 119H 5.50' 1.70 OF ( 625)
Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 21 (1 -130/ B81V OI Of 5.50' 1.41 OF ( 625)
C,CN,CI8,CN1B (or no prefix) = CompuTrus, Inc
9,920HS,Ml BHS,M16 = MiTek MT series
LONG 2: Design checked for nett-5 osfl uplift at 24 'do Spacing.!
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=L/180
MAX LL DEAL = -0.011' @ 1' 6.0• Allowed = 0.150-
0- 05 MAX TL CREEP BEFL = -0.015' @ 1' 6.0' Allowed = 0.200-
F-r-1 MAX LL DEFT = 0.025' @ 10'- 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"
MAX HDAIZ. LL DEFL = 0.009' @ 20'- 6.5-
4-00-14 3-08-08 2-02-05 2-02-05 3-08-08 4-00-14 MAX HBAIZ. TL DEAL = 0.014' @ 2D'- 6.s'
Design conforms to main winresisting
8-00 8-00 system and components and cladding criteria.
- --- - ! �-_ Wind: 140 mph, h=15ft, TCDL=4.2,BCBL=6A, ASCE 7-10,
f 12 5 7 12 (All Heights). Enclosed, Oat.2, Exp.B, MWFFS(Dlr),
load duration factor=1.6,
8.00% NI-4x6 \ M-4X6 8.00 Truss daSigped for wind loads
M-3%4 in the plane of the truss only,
o
M-1.5X3 M-1.50
o
no
ti, } - o PED PROpp
o _ - 111 '' - - 12 - 10 �)N� � O,G
� ��V/// 2M-3x4 0.25 M-3%8 M-3x41,
J� (" M-7x8(S) ?� 2� E cr-
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7-07-10 5-08-12 7-07-10
1-06 21-009 OREGON 1. [(A�
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - CH2 Scale: 0.2602 IIA-
WARNINGS GENERAL NOTES,unless othereaseconed EXPIRES:12/31/2015
1,Builder E Sector contractorm W be chrosed of allGeneral N 1 1 This a y,'re based only upon Me parameters M1 d bindividual
Truss: CH2
and a bt b b Wilding comv tAvv¢ bNr la m v t power
2,z4compression h bracing mustb - hndwhere b WE I component isTresponsibility fM buildingdesigner.
A
, dtlld Itemporary b gt tabl,d g trti 2 Design IM1 I p ad bottom cb bl I I IN to tl 1 _'G.RRII-j.8
DES. BY: LA 3in me responsibility ofore erector.Ademandifp t bracing Of 2 oc andai m ' ' p e Ir t b dm gn tm ' I
WAScon° ^ mg h gyrated h mi gOmdrywellmqb4OR 6/20/2014m n structure me responsibility rm bla'ee g , a zl Impact lateralb la NI dm M1
4No,looanmid be applied) any until after all bracing and 4.mardifladon ofw me respinsifli ofm P tve contractor, ywA Jo
SED. : 5968399 ,
raatanem are complete and at no mule should any loans greater man 5. Design wane.are m be used m.non-Sonoams environment A„e' p
design leads be Surged to any component 6.and Deal a Am•dry aontlNon'.1 uae. K,
TRANS ID: 401529 ! 5.CompuTrus has no control over and assumes no remponmmRity for me Dimassmmes mil Sparta at all Supports moat.Shim or wedgeif
rabrmadon,nandilo9.Shipment dna mslallation sir .compmems. T.Design an.mea ad note aamege b mmdeb. 0
a.Thlmd an furnished' mubi u m l'mtaoons meuom,by a Pl t main t o hot ta e.oPwes,and placed ao mer ume,
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s'SIONAL�G
VIII III II This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPEC/YIOATIONS TRUSS SPAN 21'- 0.0' IBC 2012 MAX MEMBER FORCES 4WA/GDF/Cq=1.00
TO: 2x4 OF N1 MBT8 LOAD DURATION INCREASE = 1.15 1- 2=( 0) 94 2- 7=(-176) 933 3- 7=(-274) 239
BC: 2x4 IF NIMBTH 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=(-16B) 905 4- 8=(-139) 497
LOADING 4- 5=(1054) 355 8- 5=(-281) 238
TC LATERAL SUPPORT u= 12"00. BON. LL( 25.0)+DL( 7.01 ON TOP CHORD = 32.0 PST 5- 6=(1197) 294
BC LATERAL SUPPORT <= 12-DC. RON. OL ON BOTTOM CHORD = ID.O PSE
TOTAL LOAD = 42.0 PSF
OVERHANGS: 18.0" 0.0" BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
LL = 25 PSE Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE 60.IN. (SPECIES)
Connector plate prefix designators: 0'- 0.0' -1381 1064V -149/ 15RH 5.50' '.70 OF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 21'- 0.0' -105/ 881V D/ DH 5.50' '.41 IF ( 625)
M,M20HS,M18HS,M16 MiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHDAD DEAD LOAD IS A MINIMUM OF 1D PSF. GOND. 2: Design checked for net(-5 Pat) uplift at 24 'as anacina
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL -0.011" @ -1'- 6.11" Allowed = 0.150"
MAX TL CREEP DEFL = -0.015" @ -1'- 6.0" Allowed = 0.200"
MAX LL DEFL = -0.027" @ 131- 10.4" Allowed = 1.004'
MAX TL CREEP DEFL = -0.064" @ 13'- 1D.4" Allowed = 1.339'
MAX HORIZ. LL DEFL = 0.012" @ 20'- 6.5"
10-06 10-06 MAX HOAIZ. TL DEFL - 0.020" @ 2D'- 6.5"
Design conforms to main windforce-resisting
5-05-07 5-00-09 5-00-09 5-05-07 system and components and cladding criteria.
12 12 Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
8.00 7' M-4x6
4 0„ load duration factor=l.6,
8.00 (All Heights), Enclosed, Cat_2, Exp.B, MWFAS(Dir),
4
�, Truss designed for wind loads
in the plane of the truss only.
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_ Scale: D.2619 p O
WARNINGS: GENERAL NOTES,walsom ONetMss noted'. EXPIRES:12/31/2015
L Budder and erection contractus should be whasee of all General Notes 1.This Mwn design is based only upon e parameters sham and is lar an Individual
Truss: C3 and Waxings before wnsbuNcoes
on mmenc . building component,Agpfcablliry of design pammelers and proper
zz.4 armcre¢¢mn web meal^a must be mamllee vmere anawn., [increases of component me re¢prsmsity at me holding designer.
a.Additional empmmybracing m insure stabaity during consvacmir z.oeaign assumes me cop and bodam morin to be laterally braced at OF-P-mr UP
IDES. BY: LA is the rts^orsmll of me comers.Adamgnal rbraci^ f e a.c.ana atloe.c.respectively unless.It,nbrace (TC)throughout merclenambr J� F WAs
M peema^en ao nanmuau¢aneammg such ea plywooa.h.anmg(Tc).naoe arywau(Be).
DATE: 6/20/2014 me-menstructureap me responsibility nyomon me building all bracin a.2x Impact bridging or lateral bracing required whem mown++ O KL1. A
4.No lose mould be applied any component until ones all bracing 4.mstallamn offrom ismeresponsimuof me respeetme camraamr. QP
SEQ. : 5968400 tastarms;are complete and at no time mould any loads greater than s.Design assumes trusses amt be usedm anon rmasme envuanmenL p
good,leads be applies m any crmponem. a re for dry condition muse. y
TRANS ID: 401529 s.campui has no conbol over and assumes no resparemilm for me 6,Term,assumes full bearing at ax supporta moven.Shim or wadge'if
war be,,M1anmmg,shipment and ammmmn of..Norman., n.L `a^' 0
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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A^i h e Plat oncllbelecabeonbomface¢ottruse,andplacedsomeircenter
TpinvrcA^Bell,copies afwnim wn be famished upon moven. lines ^ems arm iaimm 1.inches
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__ - SSIONAL�G
VIII III IIII This design prepared from computer input by a
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0' IBC 2D12 MAX MEMBER FORCES 4WR1GDF1Cq=1.00 '
TC: 2x4 OF
is LOAD DURATION INCREASE = 1.15 1-2=( DI 94 2-4=(D) 0
BC: 2x4 OF #I&BTR SPACED 24.0' O.C. 2-3=(-64) 72
TC LATERAL SUPPORT <= 12.00. JON. LOADING
BG LATERAL SUPPORT a 12.00. UOS. LL( 25.0)'DL( 7.0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORZ BEG REQUIRED BAG AREA
GL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES(
OVERHANGS: 18.0' 0.O" TOTAL LOAD = 42.0 PSE D. 0.0' 961 39BV -161 73H 5.50' 0.64 DF ( 625)
1' 10.9' -1101 141V 01 OH 1.50' 0.23 DF ( 625)
Connector plate prefix designators: LL = 25 PST Ground Snow (Pg) 8' D.C. 01 64V O1 OH 5.50' 0.10 DF 625)
C,CN,CIB,GN18 (or no prefix) = COMPuTrus, Inc
M,M20HS,M18HS,M16 = MiTek NT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL [COND. 2: Design checked far nett-5 Qsfl uplift at 24 'Dc spacing.
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180
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 = -O.D15' is 1'- 6.0' Allowed = 0.200'
MAX TC PANEL LL DEFL - 0.005' @ 1'- 0.8' Allowed = 0.114'
MAX TO PANEL TL DEFL = -O.DUB' Is 1'- 1.5' Allowed = 0.171'
MAX BC PANEL LL DEFL = 0.022' @ 3'- 6.6' Allowed = 0.354'
MAX BC PANEL TL DEFL = -G.102- @ 4'- 4.8' Allowed = 0.472'
MAX HORIZ. LL DEFL = -0.000' @ 1'- 10.9'
1 11 11 MAX HORIZ. TL DEFL = 0.000' @ 1'- 10.9'
_.
Design conforms ne mein d cladding r criterig
system and components and cladding criteria.
2
8.00 Wind: 140 mHei hts),t,Enclosed,
Cat.2, Ex, ASCE 7-10,
(All duraIlton, Enclosed, Cat.2, Ex p.B, YWFflS(Oir),
loadTrus duration factor=1.6,
Truss designed o for wind sOads
only.i0 the plane Of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CJ1 Scale: D,6026 MFRRi16
WARNINGS: GENERAL NOTes,unless affiliate noted. EXPIRES:12/31/2015
I.Sunder and erec5on connector should be advised of all General Note. 1.This design in based only upon me Parameter.onoen and m for an Shamir
Trl1SS: GJ 1and Wmmr,before o- b brldo5 PtAppF b[ly f closer parametm oand v v
2 2.4u v bb o 1b - tare en n w I component Me responsibility of me bra adesigner
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I J.Addie n p rybracing to' Stability econstructionz resell m top horns to be lateral,b ds s
DES. BY: LA me p 'bIly fmSector.Agar i to e f z e t10 respectively Iv leas braced mroughotis'I by
meoy 11structurethe responsibility fm buildingdesigner, J z imp mnna 9 rlateral bas pllgrequ°ed"are shote °1""''IN�cI. p10 OF WAS T
DATE: 6/20/2014 4. Nn mad should be.ppredT ,component unfit mer all bracing and 4 1 un M Io- m responsibility of Me respectivecontractor,
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SEQ. : 5968401 reser am are complete and at no rise should any toady Waster than 5.Depen assumes busses are m be used s a non-corrpsme en�rprment. AT C
1 design mads be applied to any component and are Pr'ry combos of use K,
TRANS ID: 401529 5.CompuTrus pas no control over and assumes no responsibility or me 5.Dealer a...umeo full be.mo at.a.pll..an.-,shim or esdge if
fabricatch banner shipm t and'insmilarmin of components. 7 D fun plishow.adequate drainage is Pouoyrded placed so mer center 6.Tirea m 'ndoul, tt InInstantly and hair by a wet umbel to bmfaces p
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srAONAL
IIIII III 111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFIC /CR=1 AO
ATIONS TRUSS SPAN B'- 0.0' INCIBC 2D12 MAX MEMBER FORCES 4WRIGD
TO: 2x4 OF p1 SBTR LOAD DURATIONINCREASE = 1.15 1-2=( G) 94 2-4=(0) 0
BC: 2x4 DF N153TR SPACED 24.0' O.C. 2-3=(-83) 74
TC LATERAL SUPPORT <= 12'DC. UON. LOADING
BC LATERAL 3U PPCRT <= 12'OC. UO N. LL( 25.0)tDL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED ERG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 60.111. (SPECIES)
OVERHANGS: 18.011 0.0" TOTAL LOAD = 42.0 PSF 0'- C.C. -511 437V -30/ 110H 5.50' 0.70 OF ( 625)
3'- 10,9' -139/ 150V D/ OH 1.50' 0.24 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) B'- 0.0' 0/ 71V 0/ DH 5.50' 0.11 OF ( 625)
C,CN,CIB,CNIA (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net(-5 off) uplift at 24 'oc soacinc
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=1-1180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -O.D11' @ -1'- 6.0' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CDNCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0" Allowetl = 0.200'
MAX LL DEFL O.DOO' @ 0'. 0.011 Allowed = 0.178'
MAX BC PANEL LL DEFL = 0.024' @ 3'- 6.6" Allowed = 0.354'
MAX TC 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 = -O.ODD" @ 3' 10.9'
MAX HORIZ. TL DEFL = O.00D" @ 31- 10.9'
3-11-11 Design conforms to main windforce-resisting
system and components and cladding criteria.
12 Wind: 140 mph, h=15ft, TCDL=4.2,8CDL=6.0 ASCE 7-10,
8,00 (All Heights), Enclosed, Cat.2, Exp.M, MWFRS(Dir),
„r- load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
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Scale: 0.5276
WARNINGS: GENERAL NOTES,unlnsoNerv4epromea'. EXPIRES:12/31/2015
1.Bond., ad 0...ban empremtcr should be¢avl5ee of all General Notes 1.This design is based only upon the parameter¢shown and is for an individual
Truss: CJ end Warnings before construction commences, building component Applicability of design(mremereas and proper
z,ova cmr,ma.in web b®Cog most be requital wh.re all- corporation of component is me responsibility of me building designer.
J.Addrftm:l1pmrMrary bracing ailments S.1 ilry Wno,construcfon 2 Design assumes the lop and bottom chords be lateraly braced at
DES. BY: LA is the to Onsmili fore erector.neeiaonal 2'ox,and al IWso,respectively unless braced throughoutmeir lenggthm by q�
P NO permanent brood or amore sheaerg such as plywood thearrg(TC)anor overall(BC). 319 F WA ey-
DATE: 6/20/2014 me overall structure i.Meresponsibility of me building resumer. a.
normal pan bridging.lateral bracing required where shown.. O A
4.No lead area be apptied lo any sampan..real after an bracing and 4.I seal of Muse is me responuiEMry Or me awandes contractor. �P rCF' C2, t�
SEQ. : 5968402 q.gnemare complete and as no brae should any leads greater man 5.Design assumes trusses are to be usedm anon Orrosve Saffonment t'
soman leads be spared to ony component dare for mac aeon of use Fr Ox
TRANS ID: 401529 5,cannot..has no Mal ,and....m..n.rnapOihoulay mane S.Design ¢ ¢rue arra at all supporta move.shim or wedge it
fabncao,handling,shipment and installation of components. 7.Dnigna:.nma.aatwaq aramaeem malaal. 0
6.Thi.eeugni.furnished subject to the Irmdaaons set form by I.Plates be located On both faces a�mtrues,and placed so their center
(IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII rPlrwrcA in ccs,stales of worn roll be furnished upon request, lines coincide wild joint centerlines.
7X 51398
9. Digits'mdlcete size of plate in inches.
i Ni U$A,Inc ICgglpuTrus$g}fwera!_66(1 L)-E 1g.For reals connepor pleleala¢Ign values aeeESR-1311,ESR-1898(MiTek) t7� REGr�R�
�SSIONALGSc
IIII(IIII IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00 '
TC: 2x4 BE N1&BTA LOAD DURATION INCREASE = 1.15 1.2=( IT 94 2-4=(0) 0
Be: 2x4 OF M16BTR SPACED 24,0' O.C. 2-3=(-120) 94
TC LATERAL SUPPORT <= 12-OC. UON. LOADING
BC LATERAL SUPPORT <= 12"OC. UON. LL( 25,0)40L( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRIG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0' D.D. TOTAL LOAD = 42.0 PSF D'- 0.0' -461 495V -44) 147H 5.50' D.79 IF ( 625)
5'- 10.9' -1241 180V O) OH 1,50' 0.29 IF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 8'- D.C. of 83V O) OH 5.50' D.13 OF ( 625)
C,CN,0I9,CN16 dor no prefix) = CompuTrus, Inc
M,M20HS,MIBHS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Desian checked for net -5 st u lift at 24 °oc a acro .
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET,
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L)180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -O.Dll' Is -1'- 6.0" Alleged = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0" Allowed = 0.200'
MAX LL DEFL = 0.000' @ 0'- 0.0- Allowed = 0.078-
MAX TL CREEP DEFL 0.000' @ 0'- DA° Allowed = 0.105-
MAX TO PANEL LL DEFL = 0.120' @ 3'- 2.1° Allowed = 0.436-
MAX BC PANEL TL DEFL -0.182" @ 4'- 1.4" Allowed = 0.472'
5-11-11
--� MAX HDRIZ. LL DEFL -0.001° @ 5'- 10.9"
MAX NORIZ. TL DEFL = -0.001' @ 5'- 10.9'
12 Design conforms to main windfored-resisting
system and components and cladding criteria.
8.00 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=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 GJ3 Scale: 0.5026 MERRl'i
WARNINGS: GENERAL NOTES,ual.raoo.rv,aaPtad, EXPIRES:12/31/2015
1.tender,and emismin contractor should to advisee of all General Net.. 1.This design is based only upon Ne parameters she-mare for en lnaiviauel
Truss CJ3 and Warnings berore conamactien commences. handling component.Apparitional Manage ge parameters and proper
2.2.4 compression year bracing must be Installed severe aha..,.. oomaremn of .
Increases .the r«ponaibilM of me building designer.
g.Arabs"at epeorarvbracmg to insure stebilM(anngconsmaaion 2.Design assumes me top and bottom chords to befadmW braced at 01IRMI 9
DES. BY: LA is the responsibility of me erector.Medical permanent brooms of 2a.cand at 10 ad.respcobyely unless braced throaghout their length by
otinuoua command such as plywood theethical ani aryvell(ec). V W,�p�� `r
DATE: 6/20/2014 the overall structure is me responsibility of me building designer, s.its Impact passing or larval Loam .,used band.sheen as J OF -"N A
4.No load should be applied to any component mel after of bracing and 4.Iniddliuon oftruss is lie respcoaielttygofMe reopmed contractor. Q' �e C F
SEQ. : 5968403 fasteners are complete and at no time should any loads greater man S.Genian assumesvuna<n re to be used in a muccomoawe-a,mnment, O �r /p 'P
salsa loads be applino to anycomponent,and assum 6.Designassumes ranaarine at ala sappers sham.shim or wedgem x
TRANS ID: 401529 s.chairmani hasnn shipment and co responsibility It m<
rabrimaon.hmannchehipmmeoma ie.teited.m components 7.Design assumes adequate drainage is reyieee. 0
s.Thi.VIIhsx,rs.bof much limimmns set mpg r e.Plates shall be located on both faces owuss,and placed co Moir center
II II VIII VIII VIII VIII VIII VIII IIII IIII l lryvrcA m ec.1 ompu et vmmb.11bemrnt.vea uvom regaeet. one.cordae als(tone center Imee. 51398
9. Feria idImenardofdeal vas. y/+ 51398 rya
Mitek uSA,Inc/CompuTrus Software 7.6.6(1 L)-E 10.For basis connecbr plate design values add ESR-DI1,E5F-198e(MiTek) O MPA C�
�s'rtONALE�C
VIII III III This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 OF M &BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 OF M1&BTA SPACED 24.0' O.C. 2-3=(-160) 122
TC LATERAL SUPPORT <= 12'OC. UON. LOADING
BC LATERAL SUPPORT <= 12°OC. JON. LL( 25.D)-DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
OL ON BOTTOM CHORD = 1D.G PSF LOCATIONS REACTIONS REACTIONS SIZE 50.I11. (SPECIES)
OVERHANGS: 18.0' 010' TOTAL LOAD = 42.0 PST 0'. 0.0" -461 550V 571 184H 5.50° 1.88 OF ( 625)
7'- 9.2" O1 158V O1 ON 5.50" 0.25 IF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- 11.7" -1001 217V O1 0H 1.50" 0.35 DF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHE.NED FOR A 20 PST LIMITED STORAGE COND. 2: Design checked for net -5 sf uplift at 24 "oc s ac in
LIVE LOAD AT LDCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 1D PSF. VERTICAL DEFLECTION LIMITS: LJ-=L1240, TL=L/180
7-11-11MAX LL DEFL = 0.011" @ -1'- 6.0' Allowed = 0.150"
MAX TL CREEP DEFL = -0.015" a -1'- 6.0' Allowed = 0,200"
MAX TC PANEL LL DEFL = 0.381" @ 4'. 9.0' Allowed = 0.596°
.(- MAX TO PANEL TL DEFL = -0.432" @ 4'- 6.0° Allowed = 0.894"
MAX HORIZ. LL DEFL = -0.002" @ - 1D.9"
MAX HOAIZ. TL DEFL = -0.002' @ 7'- 1D.9"
Design conforms to main windforce-resisting
12 system and components and cladding criteria.
8.00
Wind: 140 mph, h=15ft, clos ed,2 at.2, ,0, ASCE 7-10,
load Heights), Enclosed, Cat.2, Ex p.B, MWFAS(Oir),
load duration factor-1.6,
Truss the
designed for wind loads
in the plane of the truss only.
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WARNINGS: GENERAL NOTES,u.1-thence-routed. EXPIRES.1231/207.51
L Ruilae,ane access contredonhoWE be advised or all G...of M1ee 1.rnie aen,soas
m bed only upon Me mormoera sI,-end m In,an N earr il
TruSS: Wit and earnings but..constructionammannes. building component.Applicability at design parameters and proper
2 2.4 compression.ab bracing moat be installed"ere shover.. corporation or components me responsibility or me building designer. tlWRRILL eq,
! 3.Adaitionauampond,bracing to insure stability during construction 2.Design assumes the top and bottom shores to be laterally braced at tla"
DES. BY: LA 'is the responsibility f me emctor.Additional permanent r 2o.c.and at 1Wo.c.respectively unless braced thommout Fair length by ,� FWAS
pond rye permanen go conenuous something such as ply+rood shaddrom1c)emchadrywawBC).
DATE' 6/20/2014 me ovaFail structure is Me responsibMn ohne Building designer. 3.Ze Impact bridging or lateral bracing,equbee.mere shman.. O Kiat. A
4.Needham should be applied m any component until after allbracing and 4.Installation ohms.is me responsibility tine respective contractor. QP 4F' CFP
SED. : 5968404 Neenam mm aomplato and at ao from ahoule any[..do g,emer man f.Design assumes misses are to be used in a,en<ona.me environment
design loads be appfeam am component. aare for myc namon"of use,
y
TRANSID: 401529 s.Compuvu.baa no conml over and assume.no reaponaibil"r me a,opegu...come fullbarrlog at.11 flappers alcon,smm mweaueIf
fabhcater,handling.shipment and mmafamn of components. 7,Design assumes adequate damage is provided.
s.Thi a design is branched subject me limitations set by a,Pierce shall e.located on bpm Islas of man and placed so mor ane,
III VIII VIII VIII(IIII VIII VIII IIII IIII rPlruncA m SCSI.copies orvm'w»:n be mmi.hme open requmm. Guar coincide brim joint carrier Ines, 4
g.Guarani con din of Ice a inches
vas. 51398
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VIII(IIII IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 9'- 11.7' IBC 2012 MAX MEMBER FORCES 4WBIGDFICq=1.00
TC: 2x4 OF A SETO LOAD DURATIONINCREASE = 1.15 1-2=( 0) 94 2-5=(D) 0
BC: 2x4 OF M18BTR SPACED 24,0' O.C. 2-3=(-217) 202
3-4=(-123) 47
TO LATERAL SUPPORT a 12'0C. UOS. LOADING
BG LATERAL SUPPORT <= 12'00. JON. LL( 25.0)*OL( 7.D) ON TOP CHORD = 32.0 PSF
DL ON BOTTOM CHORD = 10.0 PBF BEARING MAX VERT MAX HORZ BEG REQUIRED BBD AREA
OVERHANGS: 18.0° 0.0' TOTAL LOAD = 42.0 PST LOCATIONS REACTIONS REACTIONS SIZE SO,IN, (SPECIES)
0'- 0.0. -29/ 515V -71/ 221H 5.50' 0.82 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- 9.2' D/ 152V 0/ ON 5.50' 0.24 OF ( 525)
C,CN,618,CN1B (or no prefix) = CompuTrus, Inc 7'- 11.2" -213/ 488V O/ ON 1.50' 0.63 OF ( 625)
M,M20HS,Ml BHS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- 11.7' -92/ 28V 0/ ON 1.50' 0.05 OF ( 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND. 2: Desi n checked for net(-5 Until uplift at 24 'oc s acro .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/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 TO PANEL LL DEFL = 0.275' Is 31- 10.7' Allowed = 0.598"
MAX TC PANEL TL DEFL = -0.240' @ 3'- 11.0' Allowed - 0.897°
MAX HORIZ. LL DEFL = -0.003' @ 7'- 11.2'
MAX HORIZ. TL DEFL = -0.003' @ 7'- 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=6A, ASCE 7-10,
(All Heights), Enclosed, Cali Exp.B, MWFRS(Dir),
load duration factor=1,6,
Truss designed for wind loads
v in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CJ5 Scale: 0.4318 MFRRIILe
WARNINGS: GENERAL NOTES, Mn
unlesaothe, ¢eoletl: EXPIRES.12/31/201.51
1.Build or and erection contractor should be andsond of a 11 General Notes 1,This design is beard may upon Ne pemon.b.all.-end is for en ladiviCuel
Truss: CJ5 and Warnings before construction commences, huiMmp component,Anpucabnity or design parameters and proper
2.0v4 compression Ab bracing must be Installed Afere¢noxn r. corporatircpo
on of component is Ne ani or the building designer,
3.Additional temporary bracing to insure staility during construction 2.DeaiO^a¢auMr.Me top and bottom chortle b be laterally bread at �g4i1L1I11.1.Q
DES. BY: LA Is me re,min ien or Me esume.Additional r onal permanent bracing of r ox,and at LT ospectedy unless,braced Throughoutheir length by
4ndem n wars,such s plyxeod MaathmglTc) nor drywan(Bc7. V
DATE' 6/20/2014 Me overall structure is Me responsibility or Me building designer. 3.a°Impact abriridaing ateral bracing repaired Anere sl'ovm.. 4 OFw T
4.No load should be applied to any component gram after allbraciing and 4,installation on is the responNbilM or Me oupocir senbaci«. P �� CtfN
SEQ. : 5968405 fasteners are complete and at no mine shodld any loads greater Man 5.Design assumes
dry maniarettof obe used in a nomeonosive environment '0 Rt' T ?
tlompuTiatl has applinodedro any ever an onent.risen 6i and
esiggn assumes fullbearing at an supports shear.shim or Aedge it O�
TRANS ID: 401529 s.compaTms has no suntanent andassumesno responsibility,rot The
fabrication,handling, and msdllabon or rompnnenb. esi
7.Design assumes adequate drainage isyrosined,
e,This design is furnished subject to the mmnaboos of NM te
by e.Planes shall be located on both faces ofauss,and placed so Meir center
IIII VIII VIII VIII(IIII i USA. ndi<te also
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Digidleof girls,in Inches51398
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O� Ar+IST6R��'
SStONALO
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' IBC 2012 MAX MEMBER FDACES 4WRiGDFIGq=1.00
TC: 2x4 OF WI SBTR LOAD DURATIONINCREASE - 1.15 1-2=( 0) 94 2-4=(D) 0
BC: 2x4 OF MIMBTR SPACED 24.0' O.C, 2-3=(-78) 26
TC LATERAL SUPPORT <= 12'OC. LON. LOADING
BC LATERAL SUPPORT <= 12'OC. TOY. LL( 25.0)FDL( 7.0) ON TDP CHORD - 32.0 PST BEARING MAX VERT VAX HERZ BAG FEOUTAED BAG AREA
DL ON BOTTOM CHORD = 10.0 PER LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: IB.O' 0.0' TOTAL LOAD = 42.0 PSF D'- O.D. -1111 429V -16) 73H 5.50° 0.69 DF ( 525)
1' 9.2" -731 43V 0) ON 5.50' 0°07 DF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 1'- 11.7" -191 42V OI ON 1,50' 0.07 DF ( 625)
C,CN,CI8,CN18 (or no prefix) = Compurrus, Inc
M,M20HS,MIBHS,M16 = MiTek IT aeries LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net(-5 psfl uplift at 24 "so sDacin .
REQUIREMENTS OF IBC 2012 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 = -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"
i 11 11 MAX BC PANEL LL DEFL = 0.0 D2" @ 1'- 0.1' Allaw
etl = 0.054°
MAX TC PANEL TL DEFL = O.OD3" @ 1'- 0,0' Allowed = 0.171"
MAX HORIZ. LL DEFL -0.000' @ 1'- 10.9"
12 MAX HOAIZ. TL DEFL = -0.000' @ 1'- 10.9"
8.00 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(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 - CSJ1 �ERRIIL
Scale: 0.6955 C OHO
WARNINGS: GENERAL NOTES,unless oMemouraoted:nEXPIRES:12 31/201 rJ
1.Builder and erection contractor am"d be eEvisad of ell General Not.. I.ThIs do ipn is Leaea only upon me parameters eboµn antl la rot an intlivitlual
Truss: CS�1 dna Wamingo before conawaean ce,mna
nae>. building component.Applicabilitymn
Applicability or design pemeteand proper
1,2x4 compresaon arab mating must be Installed..mere sham,.. .....moon of component;.me wirsomammly come building designer. �gRijy 8
a.Aamoonaitempomry bracing fo insure stability during consumers- 2.Design assumes me fop and bottom mods Is be laterally buses at
DES. BY: LA me.ew.nsibtiry Orme aranor.Aaaiaonn parmane.fbmthn f 2 rc,and at 101 re>pernyeyunle.s braced mr.uehme mea length by
go ..nano...mating scan a a plywood rneaminalrc)acolor donna lBe). ,319 .WAS
DATE: 6/2D/2014 me overall structure is to responsibility of the building designer. a.2x Impact budging or lateral racing required..mare shovm..
4.No lead fro.ld he applied fo any c.m..mnt veal aner all bracing and 4.msmllmObOftruss is to responsnary or One respective c.mra.t.r. OP Fe C�° F,P
SEQ. : 5968408 famenamare complete and at no time should any Intel greater man s.Design assumestrpa>e>are used tri sn.n�.,m.oe environment, Rr p
design loads be applied he any com.onem d are far'dry condition of use. .y
TRANS ID: 401529 s.Cunni has no contra ave and assume.im.....r iy for me a.Design assumes fullbearing at all suppots mom,.shim or voodoo it
fdshcaaon,hanarng,shipmentrand installation orcom...antic. T Dego sarv.um tie to e.ama ..mea. 0
gn.......a quo g.is .
S
This design is furnished subiem m the omaamns set form by e,pintos shall be mama on bpm races oPvu»,dna pmaaao mar.mor
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M;Tek USA,Inc.CompuTmESofVvES7.6.6(1L)-E --1o.For basis conmecmr plate design values>ee ESR-un,ESR-1989(MlTek) Oa���'Gj 8
S]E
S'SIONALCNG
VIII) IIII This design prepared from computer input by w
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 0.0' IBC 2012 MAX MEMBER FORCES 4WRIGDFICp=1.00
IC: 2x4 OF W15BTR LOAD DURATION INCREASE = 1.15 1 2-( 34) 31 1-3=(0) 0
BC: 2x4 OF @18BTR SPACED 24.0' O.C.
TC LATERAL SUPPORT <= 12'OG. UON. LOADING BEARING MAX VERT MAX HORZ BEG REQUIRED BAG AREA
BC LATERAL SUPPORT a 12.00. UON. LL( 25.D)4DL( LO) ON TOP CHORD = 32.0 PSE LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
OL ON BOTTOM CHORD = 10.0 PSF 0'- D.D' -131 98V 111 30H 5.50' 0.16 OF 1 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF 1'- 9.2' 01 23V OI OH 5.50' 0,04 OF ( 625)
C,CN,CI8,CN1B (or no prefix) = CompuTrus, Inc 1'- 11.7' -281 46V at OR 1.50" 0.07 OF ( 625)
M,M20HS,M18HS,M16 Mitek MT series LL = 25 PSF Ground Snow (Pg)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CO ._2:Design checked for net( 5 Puff)_uplift at 24 Ge spacing.
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LI-=L1240, TL=L1180
MAX TO PANEL LL DEFL = 0.002' @ 1'- 2.9' Allowed = 0.114'
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX TC PANEL TL IEFL - -0.001' a 1'- 2.2' Allowed - 0.1]2'
1 11 11 AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY.
MAX HORIZ. LL DEFL = -0.000' @ 1'- 10.9'
MAX HORIZ. TL DEFL = -0.000' @ 11- 10.9-
12 Design conforms t0 main windforce resisting
8.00 r/ system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCOL=6.0, ASCE 7-10,
(All Heights), Enclosed, Gall 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 - CSJ1XMERR10-0
Scale: 0.6553
WARNINGS: GENERAL NOTES,omen am... .led EXPIRES:12/31/2015
l 1.Builder and eracuo,comments,snooia be advised or all General Noes I.This design b based only upon me parameters somen and is for an lnmidual
Truss: CSJ 1X ane wammgs berate cdmalmmdm eommendual tmldmg paramount,Apparel of deign mommstea and proper
2.2.4 w.....aie,verb bracing must reinstalled val charm a incorporation or tomponente mernponaibilly of me building eesipner. R1Zt�
].Adelir nal temporary bracing to Insure stability during conatrucnon 2.Damon sumumea me to g and Lord.Gorda b be laleoEV braced at
DES. BY: LA mmereapona�buinrams erenor.Admaonal permanent ln.unam roes.and at 10 o<.mpeetivar unl...braceamrdowmartarlenge by
Q eA.,,
meev sallmueure is me aewdnaiba tmebman dei aruausshaamlog such..plyrmadminummglTD)anmoreayeallec) Jl pWAgp� `f
DATE: 6/20/2014 Mo a designer 3.zrmImpact bridging or lateral rewired owners and.e.. T
4.No load should be applied to any component one after all terms,and 4.Installation of is me responslbilln t me mspenive eamues,. QP 0.Q CF,P
SED. : 5968409 amenem are complete and at no free should any loads greaser man s.Design assumes are-are m be and In a nom<oraosme environment. �e C
designbees bed )lee to an t nen ars for-dry anummoi of...
TRANS ID: 401529 5,r. Trus has ase°eminal-a,and....me.ad res 6. and assumes,rearing n all supporta shove.shim or emaaae it 2
mpu mponentyrot sera 0
ramie b handling. hip. s a- sadmo components ] o w rr m ,a s e m sea.
6.mi.demand,_ ro -n esdbpu sly limitations set ro,m ter a 11 day, habeI se Iwmr rwos.ane placed soliercenter
IIII )IIII(IIII)IIII)IIII)IIII)IIII IIII IIII 1PVJJFca- Bcsl opies of M I, II be rumisnad upon rawest lines coincere Nim front centur
8 Diyb induchod a..of Plate m.. 7O�aPE, 1398MTek USA lase/CompuTrus Software 7.661 L)E ESR lam(Niel)
SI'CR
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PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS $PAN 3'- 11.7' IBC 2012 MAX MEMBER FORCES 4WN/GDF/Cq=1.00
TC: 2x4 DF N11BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-4=(0) 0
BC: 2x4 OF ku3TR SPACED 24.0' O.C. 2-3=(-89) 54
TO LATERAL SUPPORT c 12.00. UON. LOADING
BC LATERAL SUPPORT m 12.00. UON. LL( 25.D).DL( T.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ DRG REQUIRED BRG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES)
OVERHANGS: 18.0' O.S. TOTAL LOAD = 42,0 PSF ('- U.S. -92/ 441V -30/ 110H 5.50' C.71 OF ( 625)
1'- 9.2' -54/ 62V D/ ON 5.50' 2.10 OF j 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 3'- 11,7' -45/ 94V 0/ OH 1.50" C.15 DF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = ll MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL --
REOUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. CONO e02 si on checked for lie[(-5 Dail uol ift a_t_24 be spacing.
VERTICAL DEFLECTION LIMITS: LL=1-/240, TL=L/IBC
BOTTOM CHORD CHEGKED FOR LOOSE LIVE LOAD. TOP MAX LL DEFL = -0.011' @ -1'- 6.0' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY. MAX TL ]BEEP SEFL = -O.D15' @ -1'- 6.0' Allowetl - 0.200'
F1122 MAX TC PANEL LL OEFL = 0.003' @ 1'- 2.0' Allowed = 0.275'
_ 8.00!i MAX BC PANEL TL DEFL = 0.002' @ 1' 0.1' Allowed = 0.072'
MAX HORIZ. LL DEFL = -0.000' @ - 10.9'
MAX He RIZ. TL DEFL = -0.000' @ - 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.S, MWFRS(Dir),
load duration tactor=1.6,
v Truss designed for wind loads
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - CSJ2
Scale: 0.6773 MFRRIU-�
WARNINGS: GENERAL NOTES,un!eca oNerebe nmee: EXPIRES:12131/2015
1.6uimer ane erection contractor Should tie advisee or all General wires 1.nosensical eased only own me parameters shown and is ler an individual
Truss: CSJ 2 andWammgs before conswchon commences, building component.AppacabRly of design Parameters and Proper j
z zva compression web bracing mast be intaaed where shoran. conwraen.1 component b me responsible,of the naming riseianer.
3.Add no temporary bracing m Insure mni!ity during nanao-unro, x. Design assumes me`p and bottom chards to be laterally priced RffiI,L e
DES. BY: LA bete reSPonSinirty or me erecun.Admtional v.rmnem matin r 2'o c.and.110'o dor Pecevelyunleas nraceethnoughom their length by
eo continuous sheathing such as Plywood Sheamugml and/or w,wanlee). SO WASp��
DATE: 6/20/2014 me overall structure b me raaponaibuiry of bonding central. s.IS Impact wdang or lateral bracing required where shown.. J OF "M1• lo'
4.No load should be applied m any component entq He,ell bracing and 4.limlbnon of is me responsibility of respective contractor Q- A,e C Ea
SEQ. : 5966410 issuance are rompleu and at no time should any loam answer mar 5.Design...ume.w..a.are to be used m a momd.noam.ervlmmment. O �e TC P
Semon loads be applied u any component. d are form,condition'w use. ,y
TRANS ID: 401529 s.Compums has no control over and assumes no responsibility for the a.Design assumes Tom to...nt.t all supports sboven,shim or v,eeae N D
mbncamor.handling,shipment and inwallanon or components mete nrv.
T o Igo maadsq t d - x- Po- s and placed so their center
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IfIIIIII This design prepared from computer input by 4
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 3'- 11.7' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TC: 2 x 4 DF M18BTR LOAD DOA ATION INCREASE = 1.15 1-2=(-79) 55 1-3=(D) 0
BC: 2x4 OF W18BTR SPACED 24.0' D.C.
TC LATERAL SUPPORT r- 12'OC. UON. LOADING BEARING MAX VERT MAX HOAZ BAG REQUIRED ERG AREA
BC LATERAL SUPPORT c 12'OC. UO N. LL( 25.0)�CL( 7A1 ON TOP CHORD = 32.0 PSP LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OL ON BOTTOM CHORD = 10.0 PER 0' O.G. -281 130V -25/ 67H 5.50' 0.21 OF ( 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF 1'- 9.2' -191 69V O/ ON 5.50' 0.11 DF ( 625)
C,CN,CI8,CN10 (or no prefix) - CompuTrus, Inc 3' 11.7' -521 95V DI ON 1.50' 0.15 OF 625)
M,M20HS,MIBHS,M16 = MiTek MT series LL = 25 PER Ground Snow (Pg)
12 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CONO_2, Design checked for nett-5 psfl_uplift at 24 -tic spacing
B.00 REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L/180
MAX BC PANEL LL DEFL = 0.002' @ 1' 0.1' Allowed = 0.054'
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX BC PANEL TL DEFL = 0.002' Is 1' 0.1' Allowed = 0.072'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAX HORIZ. LL DEFL -0.000' @ 31- 10.9'
MAX HORIZ. TL DEFL = -0.000' @ 3'- 10.9'
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCOL=4,2,BCDL=6,0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Uir),
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 - CSJ2X Scale: 0.7245 MFRROII.O��P
WARNINGS: GENERAL NOTES,unleeeDtherW.enoed ;i EXPIRES:12131/2015
I.Builder and em Non rismarw should a...arm of aA General Note. L This it.,,ie be..only upon Me Pemurnad us snow move lar an intividual
Truss: CSJ2X and War before conewNon commences, building component Applicability of design Paramerns and proper
z.2x4 commission rrtb bracing most be mslsnea Mere comen.. mormhoranan of component is am reapurni of Me bulltlm9 designer,
3.Additional bracing m insure slabmlr dudn6 aarubutlmn 2.design assume.Me kv and bottom aharh m be 4lerall bumd at 's""..L,19
DES. BY: LA mmneepa ndeilin al Me are mac Aaaltional vnm.nem bracing f 2'us.and et l0'o.c.respectively unless braced throughout heir anger,by
Mthe son..[oil iah.frosts,
Ad iMebuilein designer, Cnuous eheaMmg such as Plrnaoa ehmtfifir cl doth«tlrywA(Bcl. 49 F WAS
DATE: 6/20/2014 van• na g gner, 3.isImpact bddgmg or lateral bracing required r.hee.hm„r.. O Kl4. T
4,Noloaeahoule be applied m any component unml after allbracing and 4.Installation clause is Me recpanemNln of Me respective contractor. OP �� C1 0
SED. : 5968411 fasteners are complete and at no ems should any mads greater Man 5.Degan arefumes trusses are to be used m.nonncana.ma environment Ave p
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comp leads be ootids m aver and assu 6.Deal,...am.complain'
ii eemna at ali mppoM mow.Shim or wedge If
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TRANS ID: 401529 s,camcanushas noship over and assumes norresponsibilityfor the arY
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IIIilll Vll'(II VIII VIII VIII(III(III TPUWIW BCBL pin of which ch Ab furnished upon re4eer. NIndicate of tl Pat t s.
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VIIII III III This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIDNS TRUSS SPAN 5' 11.7' IBC 2012 MAX MEMBER FORCES 4WR/GDFlCq=1.00
TO 2.4 BY >16BTR LOAD DURATIONINCREASE = 1.15 1-2=( 0) 94 2 4=(D) 0
Be: 2x4 DF a16BTO SPACED 24.0' O.C. 2 3=(-128) 79
TO LATERAL SUPPORT <= 12'00. UON. LOADING
Be LATERAL SUPPORT <= 12.00. DON. LL( 25.0).DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HERZ BRG REQUIRED BRG AREA
CL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SGAN. (SPECIES)
OVERHANGS: 18.0" D.0" TOTAL LOAD = 42.0 PSF 0'- 0.0' 60/ 431V -44/ 147H 5,50' 0,69 OF ( 625)
1'- 9.2' .471 154V D/ ON 5.50' 0,25 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 11.7' .73/ 143V OI OH 1.50' 0.23 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = OompuTrus, Inc
M,Y20HS,M18HS,N16 = YiTek YT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL -- - ---- -24 -
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET. COND 2: Desitin checketl for nett-5 @sfl ut at 24 'tic spacinD
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=LIIBO
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL = -0.011' It -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-
is Ax
.200'YAX Be PANcL LL DEFL = 0.004' @ 1' 0.1' Allowed = D.054:
YAX Be PANEL TL DEFL = -0.005' @ 1' D. Allowed = 0.072'
12 MAX HOAIZ. LL DEFL = -0.001' @ - 10.9-
8.00 / MAXDesign
HOAl2. TL DEFL = -0.001' @ S'- 10.9'
Destem conand comp ne main winladdingresisting
system entl components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL=4.2,BCOL=6.0, ASCE 7-10,
j (All Heights), Enclosed, Cat,2, Exp,B, MWFAS(Dir),
load duration tactor=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 - CSJ3MFRR�1�
Scale: 0.5796
WARNINGS: GENERAL NOTES,unless common,noted'. EXPIRES112131/2015
I.murder and erectlon conbador should be aMised or all General Notes t.This dealon is based only upon the reamers shorn and is for an inavldual
Truss: CSJ 3 end Warren,before conswceon commence.. bolding compommnt.Applicability of design parameters and proper
z.21 compression v.:b bracing most be installed Drove.hers., inmrperahon of component is the responumW of to building designer.
].Adtlidonal temporary coming to insure stebillty,dunno consautlion 21 Design assumes the loops and bottom chortle:o be laterally faced at _IPRRItj.e
DES. BY: LA Admin riaaonobil from erector Additional orstru f 2'ox,and at le'over pemvep unless braced throughout their len by lw�'
itya permanent go comomm mooning such as plyDooe sheamina(re)anmor drysialll( ,�� 4 WAS
DATE: 6/20/2014 Hire avmallstructure la me responsibility of building deaftner. 3.2.Impact bridging bracing Ding ar me responsibility
epaam ma respective
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ant aanv clurtime
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use of mearicommeeonnviron OP .L4' C� �!r
SEC. : 5966412 Tatiana.are complete ane at nonme.name any mala greater ben s.Dengn esume.au..e..rein be aeut mananKor,oame envimanmem. Ar p I-
aeaign load.be...tied to any component. d ea kri,conditlmi arose.
TRANS ID: 401529 s.CempuToa has no control over and a.eume.no map-mbliNv for Me s.Deign assumes full fearing at all auppode.hmar.shim or Dadge it
tafawaon,nanmmg,shipment and Installation meonwonenb. 7.Designassumes adequate drainage i.provided.
a.
The design.fu ished-fact to the lormi.at to.by 6 Pres.shall be located Do bum rocs mares,and placed so thear center
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IIIVIIII'll This design prepared from computer input by a
PACIFIC LUMBER-BC
LUMBER SPECIFICATIDNS TRUSS SPAN 5'- 11.7' IBC 2012 VAX MEMBER FORCES 4WR/GDF IC q=1.D0
TO 2x4 OF n16BTG LOAD DURATION INCREASE - 1.15 1.2=(-123) 79 1.3=10) 0
BC: 2x4 DF k16811 SPACED 24.0' O,C.
TC LATERAL SUPPORT <- 12.06. UDN. LOADING BEARING MAX VERT MAX HORZ BEG REQUIRED BRG AREA
BG LATERAL SUPPORT <= 12.OG. UN. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAM. (SPECIES)
DL ON BOTTOM CHORD = 10.0 PSF 01- 0.0' -211 116V -39/ 104H 5.50' G.19 DF ( 625)
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF 1' 9,2' 671 162V 0/ OH 5.50' D.26 OF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompUTrus, Inc 5'- 11.7' -76/ 144V D/ OH 1.50' 0.23 IF ( 625)
Y,M20HS,M18HS,V16 = aftek MT series LL = 25 PSF Ground Sngw (Pg)
LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL CONO,_g:_Desian checked for netL25f1 uplift at 24 "oc_s acro .
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET, VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180
MAX BC PANEL LL DEFL = 0.004' @ 1'- 0.1' Allowed - 0.054'
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX BC PANEL TL DEFL = -0.005' @ 0.1' Allowed - 0.072'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
12 MAX HORIZ. LL DEFL = -0.001' @ 5'- 10.9'
8.DO'J MAX HORIZ. TL DEFL = -0.001' @ 5'- 10.9-
Deli n
0.9'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(Qir),
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 MFRRIlL9
WARNINGS: OENEMLNOTES,upksighmano.notidP �� EXPIRES:12/31/2015
1.Builder and esecron contractor should be banned of as Gemmel Nolee I.Ties cannabis Eased code.,.he......rare he-.ntl is for an inaiviauel
Truss: CSJ3X and Warnings before construction commence•, building component ApP4othim,or design parameters ane Pro,«
2,Its a reardaamn vee bracing moot installed Mere shown.. mcoofo..on of eomponenl is he reapon•ibultY of Me or of deafens,.
].Additional temporary bracing le insure annual,suing aonahotlmn x.Oealgo.....as the top and bottom ch«d•to be maid"amd at
DES. BY: LA is hereeft-i iliN plane a,eclor.Addl6onal parmanmt br.cmg or a'o.u.and at loos.respectively unteaa braced throughout their knpC,be �q
He ovemn movio,e l•Ina rag mui ran penman Seri enuoua meammgsuch as plywood mea Nm stiff and/«d"wen(ad,
. V WAS
DATE: 6/20/20 4 4.No load mould be applied m wcom"O component unfit after all cis d 4. .i.ratioobridging sis h•le'eelsbmmngremained Mme mown..
SED. : 5968413 restanersare complete and at no time should any loan Wearer than e. Dem bussesaretobe�"sed18-0-o,`,loio°en°;o rmant, O Ftp �T� P
m`" and.,a Semen leads be applied m am,componentand m ppr "c°naearing uea .y
TRANS ID: 401529 s.Equator,
has no shipment aneaaaumeano responsibility or he fi.oad...assumes mil bearing at all•upppm anoM.snim«wadeen
mbrlcab handling,shipment d' olid of c°mpooenb. 7 Cog " adequate e - ge provided
h a e.e Sege ap the,game, Iii D
6.IDia design Remained subject t in tenons set IoM by a PI to sh Y be tad both faces a
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PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5'- 11.5' IBC 2012 MAX MEMBER FORCES 4WA/GDF/Cq=1.00
TC: 2x4 OF 0168TH LOAD DUAAT:ON INCREASE - 1.15 1 2=( 0) 94 2 5=(-76) 103 3-5=(-236) 225
BC: 2x4 DF 116aIS SPACED 24.0' O.C. 2 3=(-186) 197
WEBS: 2 x 4 DF STAND 3 4=( -13) 6
LOADING
TC LATERAL SUPPORT <= 12.00. UON. LL( 25.0)*DL( 7.0) ON TCP CHORD = 32.0 PSF
BC LATERAL SUPPORT <= 12.00. RON. OL ON BOTTOM CHORD = 10.0 PST BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE Ell (SPECIES)
OVERHANGS: 18.0' 0.0" 0'- 0.0° 82/ 469V -71/ 147H 5,50' 0.75 OF ( 625)
LL = 25 PSF Ground Snow (Pg) 5'- 11.5" .47/ 242V D/ OH 5.50' 0.39 DF ( 625)
vertica1.5x4l
of equal d2 non-d tf UC2Urd1
vertical members (hon). LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL COND. 2: Design checked for poli off) uplift at 2424 "off
For hanger specs. - See approved plans REQUIREMENTS EY ENTS OF IBG 2012 AND IAC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL-L/240,Allowed
Connector plate prefix designators: BOTTOM TNOAO ORDCHECKEDLIVE
FOR 10 PSF LIVE CONCURRENTLY.
ONC. TOP MAX CR LL DEFL = 0.011' @ -1' 6.0' Allowetl - 0.150'
C,CN,CI,1111t (or no prefix) = Coe puT nils, Inc AND BOTTOM CHORD LIVE LOA05 ACT NON CO NC UAAENT LV. MAX TO TL CREEP DEFL = 0.015' @ -1' 6.0' Allowed 0.200'
Y,Y20HS,Y18 NS,Ylfi = YiT ek YT series MAX TO PANEL LL DEFL = 0.126' @ 3 0,1' Allowed = 0.408'
5-07-12 0-03-12 MAX TC PAWL Tl DEFL 0.11D' is 3 0.2' Allowed = 0.612'
YA% HOAIZ. LL DEFL = 0.001' @ 5'- 7.7'
12 MA% HORI Z. TL DEFL = 0.001' @ 5'- 7.7'
6.00[;7 M-1.50 4 1
3'I Design conforms to main windforce resisting
j 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, Ex F.B, PERS(Oir),
load duration factor=l.8,
�- Truss designed for wind loads
/ in the plane of the truss only.
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WARNINGS: GENERAL NOTES,unleesoNM
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I
.Some,and Finish.,contractor should be advisee If all General Noe. 1.ihi.eoign're besed.,h upo,me v.r.mmem mowm.,e're Far an melviemal
Truss: D 1 and Wemmgs before consm.mon commences. building component.AppucmiYh of design peramerers and proper '
2.Zm4compression vain braong muse be insaaee where shave,. corporatonofcomponent a me resp.nsibi4 or me coming designer.
a.Aldi.1 arporan bracing o Insure sabuity during caa drucr.a 2.Design assumes me cop and b.eom chords m be If braced m tAeRffiLL 6
DES. BY: LA lame is ponsihiuhofine enactor.Andlamalpermaennimungur 2ortnum marminrespacbweM unless mated mramgn.m mew loan,by WAS
mFi overall structure lame res ilio fore boom designer, tmcouaahaing rsmehorma..aesheed m maw aha Fmrwaall e). 4 f yw A
DATE: 6/20/2014 4.No load mood bed lied to annyc ho t mall after all Fg and 4.2r,Impact is lateralmmorangrepmthe rmmasm,c„.. C �O �,
SEC. : 5968414 ume,ersare completeand atnod eshouldany loads ter man 5,Design assumesm,.seaaretobeu�lsedina�o"mmoveenviro�rmeoL
g1G0mort. and are for diaon of use. 2
demonlamsbe nocon a aver and assum 6.Design assumes mimearing at all supports.ha,,.,.Shim IF oadifte'it
TRANS I D: 40 1 529 s.eon am.,.ham no,control andassumesn.ra.po,amioh derma ..n, 0
Ron am.,handling,shipmem.ne mmnag.n m wmponems. 7.Design assumes adequate drainage'a provided.
a.
ins,design-is himishadsub, tt me F eagurn set Farm by A Plmsm arrillbe1 ed cer but 1 11 and placed..awr center
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(IIII(IIII IIII This design prepared from computer input by a
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUSS SPAN 5' 11.5' IBC 2012 MAX MEMBER FORCES 4WA/GDF/Cq=1.00
TO: 2 x 4
OF iI68TR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-5=(-76) 103 3-5=(-236) 225
BC: 2.4 OF w1aBTA SPACED 24.0' O.C. 2-3=(-186) 197
WEBS: 2x4 OF STAND 3.4=( .13) 6
LOADING
TO LATERAL SUPPORT <= 12.OG. VON. LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.D PSF
BC LATERAL SUPPORT <= 12.00. UON. OL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HOAZ BRG REQUIRED BAG AREA
TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 18.0° 0.0' 0'- O.D' -821 469V -711 147H 5.50' 0.75 OF ( 625)
LL = 25 PSF Ground Snow (Pg) 5' 11.5' .471 242V 01 OF 5.50' 0.39 DF ( 625)
For hanger specs. - See approved plans
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Connector plate prefix prefix)
designators: COND 2_Design checketl for nett-5 osfl uolift at 24 'oc spacing:
O,CN,CI8,CN18 (or no prefix) = erus, Inc AEOUIPENENTS OF IBC 2012 AND IRC 2012 NOT BEING YET.
Y,M20HS,Y18H3,M16 MiTeN YT series
VERTICAL DEFLECTION LIMITS: LL=LI240,Allowed
BOTTOM CHORD ORDCHECKEDLIVE
FOR DOPSF LIVE LOAD. TOP MAX CR LL DEFL = -0.011' @ -1'- 6.0' Allowetl = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX Tl CREEP DEFL = -0.015' IT -1'- 6.0' Allowed = 0,200-
MAX TC PANEL LL DEFL = 0.126' @ 3' 0.1' Allowed = 0.408'
5-07-12 0-03-12 MAX TC PANEL TL DEFL = -0.110' @ 3' 0.2' Allowed = 0.612'
12 MAX HORIZ. LL DEFL = 0.001' @ 5'- 7J'
M-1.5X3 4 MAX HOAIZ, TL DEFL = 0,001' @ 5'- ].]'
8.00
Design conforms to main wintlforce-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, Ex p.B, MWFflS(Dir),
load duration factor=1.6,6,
Truss designed o for wind ru s ads
only.in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - D2 Scale: 0.4897 MFRRI�L�
WARNINGS: GENERAL NOTES,teles.omera.e nmea. EXPIRES:12/31/2015
1,guilder end erecmwc-theam should be admi of we can dost Nolee I,The.wumn re based probe upon Ne prthwxpm an.-dnao Nor en inaHiauel
Truss: D2 and Warnings before construction commence. wilding component Appgcadxy of design parameter.and Popper
3,2x4 compression web bracing must be managed vymme shone.. corobeemn or component is are respondbmy of are building designer.
].Moth nal temporary bracing to Insure stability during eonatrudlon 3.rise an assumes the lop and bottom chords to be btenllylea ed at _'t'RR1Lj.19
DES. BY: LA mane mspondbili fine eoeawo.Additional permanent t 2 c.and at m o.p reepacu.eh am...posed mrpagnpn th.h lerogm br 9TY�'
yo permanent an continuous sheathing sem as elywoaa snaalfiri&rondo drremll c) ♦ WA�]4.
DATE' 6/20/2014 be ern inruct is to ioprldbihly mine building designer. a.zamlmpant hdegina or lateral bracing mired where shown.. T QOF
I a.No lose should be applied to any component until after all proving and 4.Installation of truss is me responsibility of to respective contractor.
SED. : 5968415 welcome are complete and atnotime should any wadsgreater Ran s.Design assumes mosses are to be used Inano-orrosmeenmroomenl, �e C
tlemon loans be applied to any component. 6.and Desi a air'dry condition'of use.
TRANS ID: 401529 s.Comeumus has no control over am assumes no responsibility for the nr assume mil beams at.a supports mown.shim or wedge if
fabacaa handling,moment d installation mcopxeonmm o Tar " adequate - tie Ptr °, e pmaee so mwo comer
TPlnvreA eesl p.abi rot m rmdamns anon by p m t had be lt o both
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puTrus Software]6.6(1 L)E 10 For basw vonnecwr
i � GZSIER
SSrONALL�
VIII I IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIDNS TRUSS SPAN 5'- 11.5' IBC 2012 MAX MEMBER FORCES 4WR(GDFICT=1,00
TO: 2x4 DF # UBTR LOAD DURATION INCREASE = 1.15 1 2=(-185) 200 1-4=(-75) 103 2-4=( 241) 223
BC: 2x4 IF w1MBTR SPACED 24.0' O.C. 2 3-( -13) 6
WEBS: 2x4 OF STAND
LOADING
TO LATERAL SUPPORT c 12.00. JON. LL( 25.0)+DL( ].0) ON TOP CHORD = 32.0 PST BEARING MAX VERT MAX HORZ IRS REQUIRED BRG AREA
BC LATERAL SUPPORT <= 12.00. JON. DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SD.IN, (SPECIES)
TOTAL LOAD = 42.0 PSF 0'- O.D. 301 256V -661 132H 5.50' 0.41 OF 625)
For hanger specs. - See approved plans 5' 11.5' 511 250V 01 OH 5.50' 0.40 OF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg)
C,CN,C18,CN18 (or no prefix) = Complirus, Inc COND 2' Oesian cA
M,M20HS,MIBHS,M16 = YiTek MT series ecketl for nett-5 osfl uolif[ et 24 'oc s
LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=01240,Allowed
MAX TO PANEL LL DEFL = 0.128' @ 3'- 0.1' Allowed = 0.408'
BOTTOM CHORD CHECKED FOR DOPALIVE LOAD. TOP MAX TO PANEL TL DEFL = -0.115' @ 3'- 0.2' Allowed = 0.612'
AND BOTTOM CHORD LIVE LOADS ACC T NON-GO NCUAAENT LY.
MAX HORIZ. LL DEFL = 0,001' @ - ]J'
5-07-12 0-03-12 MAX FOR Z. n DEFL = D,D01• @ 5 - ].r
12 Design conforms to main wi nladdingr criteria.system and components and cladding Lr iteria.
e.00� M-1.sx3 3
Wind: 140 mph, hts), E TCDLclos=d, Cat.2, Ex, ASCE 7-10,
(All duration Enclosed, CBL 2, Ex p.B, MWFAS(Oir),
Trutt duration factor=1.6,
Truss designed for wtru
in the plane of the trusss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH - D3 Scale: D.4891 MFRR110-9
WARNINGS: GENERAL NOTES,unbkeoNemwe noted. EXPIRES:1231/2015
I.Budder are erection contractor should be advisee of all General Nome 1.This design b based only upon me parameters snow maid far an residual
Trl1Ss: D3 end Warnings Lyrae canahamon commences. Pmlomg component.Appncaaply of design parameters dna proper
2,2x4 compreaalon v2b bradne must be installed where show in(mporanon of component is me responsherim,of me bonding eeeigner.
].Additional temporary bracing to Insure sleLlliry during consVuchon 2,Design assumes the top and bottom mance In he laterally braced at ,,kVRW t e
DES. BY: LA tithe responsible,of me erector.Addmonal tbraem f conte and Moat naa.r ch as afrontsless artun throughout marleng C), O q
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DATE: 6/20/2014 A No load should bed nee r enc=em radar. ].2ximInstallamn of bridging Me
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eommuTNasas nopcfonro over and ane-. s.oe.ln:::antes bitemF of use.
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PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 26-00-00 HIP-D SETBACK 8-0000 FROM END WALL IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
IC: 2x4 DF As STR LOAD DURATION INCREASE = 1.15 (Non-Rep( 1 2=1 If 100 2-12=( 798) 3883 12- 3=( 0) 305
BC: 2x6 IF SS 2 3=(-4525) 1032 12-13=( -803) 3878 3-13=(-394) 122
WEBS: 2x4 DF STAND LOADING 3 4=1-4164) 1181 13.14=(-1051) 3905 13- 4=( -33) 029
LL = 25 PSF Ground Snow (Pg) 4 5=( O) 0 14-15=( -803) 3870 13- 6=( 466) 315
TC LATERAL SUPPORT <= 12.OG. UON. TC UNIF 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 c 12.00. UON. TC UNIF LL( 125.0)yDL( 35.0)= 160.0 PLF 10'- 2.9' TO 15'- 9.1' V 6- 8=( 3652) 1084 8-14=( -33) 829
TC UNIF LL( 50.0)�DL( 14.0)= 64.0 PLF 15'- 9.1' TO 261- 0.0' V 7- 8=( 0) 0 14 9=(-395) 122
--------------------------------- BC UNIF LL( 0.0)aDL( 50.0)= 50.0 PLF 0'- 0.0' TO 26'- 0.0' V 8- 9=(-4164) 1181 9-15=( 0) 305
NOTE: 2x4 BRACING AT 24.00 LON. FOR 9-10=(-4525) 1032
ALL FLAT TOP CHORD AREAS NOT SHEATHEDTC CONS LL( 597.3)40L( 167.2)= 764.6 LBS @ 10'- 2.9' 10-11=( 0) 100
------------------------------------ TC COED LL( 597.3).OL( 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 HORZ 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/ 2730V -121/ 121H 5.50' 4.37 DF ( 625)
C,CN,0I0,CN10 (or no prefix) = GompmTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LDAD. TOP 261- O.D' 591/ 2730V O( ON 5.50' 4.37 OF ( 625)
M,M2OHS,M18HS,M16 = Minek MT series AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY.
COND-Y Desionchecked for nett 5 oafl uo lift at 24 'ate
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/1BO
MAX LL DEFL = -0.030' @ 1'- 11.0' Allowetl = 0.192'
MAX TL CREEP DEFL = -0.039' @ 1' 11 A' 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' @ 27'- 11,0' Allowed = 0.192'
MAX TL CREEP DEFL = -0.039' @ 271- 11.0' Allowed = 0.256'
MAX HOAR LL DEFL = 0.045' P 251- 6.5'
0-03-09 0-03-09 MAX HOAR. IL DEFL = 3.075' @ 25'- 6.5'
f Design conforms to main windforce-resisting
10-02-09 5-06-14 � 10-02-09 system and components and cladding criteria.
___ -
5-04-OS 4-06-12 2-09-07 2.09-07 4-06.12_ 5-04-05 _ wind: 140 mph, h=ztztt,Enclosed,
r-6.D, AIDE RS(D,
12 - ��4.6ok l�. 64.6 -- _i 12 liAlload Heights)duration Enclose., eat.z, Ex p.B, MwFRs(Dir),
loan duration ion Castor=1.6,
M-7x8 M-7x8 Truss designed for wind loads
6'25'7 5 M-3x4- -- 7 Q 6.25 in the plane of the truss only.
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5-02-09 4-06.12 6.05-07 4-06-12 5-02-09
26-00 _1-11 y 7 of OREGON,.
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JOB NAME: LENNAR 2892-E MAROUAM ENGLISH EH1 Scale: 0.2264 �FFgP11��0
WAR RINGS' GENERAL Notes,ank.aomerval noted- EXPIRES:12/31/2015
1.Buli and...do.connector mould to advised of eA social Nora 1.Tlva aaupn Nbeaea onh upon N.v.r.m.bn.norx,.na is rot.n mdlridual
Truss: EH1 and warnings before construmon commence.. building component,Applicability of design parameters and proper
moa
2.2x4 comvreduar wmb bracing be lnabvm
llea were show corpoation of component Me reapinamaay of Ne building designer.
3Aeeltionel temporary bracing to Insure mi during construction 2.Design assumes me fop one bottom amed.to be let erarybreced at
DES. BY: LA is. me as bin of erector.Additional permanent brads r 2'o c.and of fg'oc.ret pedden unless braced throughout their lengm by
soma ryo bracing o....us imammg sum ea r4yrvoo2 aheamfogt Miter abrader gp''
DATE: 6/20/2014 me overall structure is be asponsimtrry of me building designer, a.2y limpaot briadne or lateral basing rewired where shown.. 4 OF WA -v y A
4.No load mould be applied to any component after all ummm
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SEQ. : 5968417 fasteners are complete and at no time mould any mads greater man 5.Design assumes mm.es are to be used m a anticorrosive environment. �! p
and are for%,sondusn of..e. y
TRANS ID: 401529 sdesign mads be applied m any component.eomi Is.no combat ever and assumes no responsibility for A. .e.n assumeswxME armg n.n.appona.mown.slam or.,eeaen
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LUMBER SPECIFICATIONS TRUSS SPAN 26' 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDFICq=1.00
TO: 2x4 OF a &EVER LOAD DURATION INCREASE = 1.15 1- 2=( 0) 100 2-12=( 406) 1544 12- 3=( 0) 175
BC: 2x6 OF SS SPACED 24.0' O.C. 2- 3=(-1836) 589 12-13-(-408) 1542 3 13=( 329) 126
WEBS: 2 x 4 OF STAND 0- 4=(-1481) 579 1314=(-445) 1325 13 4=( 125) 418
LOADING 4- 5=( 0) D 1415=(-476) 1542 13- 6=(162) 181
TO LATERAL SUPPORT <= 12.00. UON. LL( 25.D)+DL( 7.0) ON TOP CHORD = 32.0 PST 4- 6=(1249) 539 15-10=(-474) 1544 6-14=( 162) 181
BC LATERAL SUPPORT a 12.00. UON. OF ON BOTTOM CHORD = 10.0 PSE 6- 11 539 8-14=(-125) 418
TOTAL LOAD = 42.0 PST 7- 8=( 0) D 14- 9=(-329) 125
8- 11 579 -
NOTE: 2x4 BRACING AT 2410C UON. FOR LL = 25 eSF Ground Snow (Pg) 9-10= -1836 588
ALL FLAT TOP CHORD AREAS NOT SHEATHED 10-11= 0 1011
------------------------------------- LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF I3C 2012 AND IAC 2012 NOT BEING MET.
OVERHANGS: 23.0' 23.0' BEARING MAX VERT MAX HORZ BURG REQUIRED BRG AREA
BOTTOM CHORD CHEC(ED FOR 1OPSF LIVE LOAD. TOP LOCATIONS REACTIONS REACTIONS SIZE 50.IN. (SPECIES)
Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. G'- 0.0' -2881 1311V -1211 121H 5.50' 2.10 DF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc 26'- 0.0' 2881 1311V D/ ON 5.50' 2.10 OF ( 525)
M,M20HS,MIBHS,Y16 = MiTek IT series
COND. 2: Design checked for Teri osfl_uplift at 24 'oc soacino
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = -0.030' @ -1'- 11.0' Allowed = 0.192'
MAX TL CREEP DEFL = -0,039' @ -11- 11.0' Allowed = 0,256'
MAX LL DEFL = 0.051° @ 15'- 9.6' Allowed = 1.254'
MAX TL CREEP DEFL -0,121' It 131- 0.0' Allowed = 1.572'
support top chord at joints 5 and 7 MAX LL DEFL = *0,030' @ 27'- 11.0" Allowed = 0.192'
MAX TL CREEP DEFL -0.039' @ 27'- 11.0' Allowed = 0.256'
00062411 MAX HORIZ. LL DEFL = 0.017' @ 25'- 6.5'
Ff{ MAX HORIZ. TL DEFL = O.D29' @ 25'- 6.5'
12-09-05 0-05-07 __ 12-09-05 Design conforms to main windforce-resisting
-- - -05 system and components and cladding criteria.
5-04-05 4-06-12 2-10-04 2-10-04 4-06-12 5.04-OS
-- { '� -- --- _2 Wind: 140 mph, h=21.9fnc Enclosed,
ASCE 7-10,
12 5 77 - 12 (All Heights), Enclosed, Cat.2, Exp.B, NWFA3(Oir),
6,25 \�" Q 6.25 load duration factor=1.6,
M-4%6 / Mindnd loads
M-3x4 in the plane of the truss only.
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5-02.09 4-06-12 6-05-07 4.06-12 5-02-09 �O 9Y 14, 20 P}
26-00
EXPIRES:12/31/2015
JOB NAME : LENNAR 2892- E MARQUAM ENGLISH - EH2 bale, 0.2243
WARNINGS: GENERAL NOTES, unless omerwisa rmod. ALL B
1, Buller and erecson contractor should be advised of all General Notes 1.This design k based only upon the parameters shown and or for an'rudividual
Truss: EH2 and Warnings before construction commences. building component Applebabilny of design parameters and proper ( C
2.4rr4 compression web bridrg must be material where shown«, incorporation of component the responsibility of the xiling erosppner. 0.0 TO
2.Design assumes the top and whom Chords to be laterally braced ai
3.Atldnimal temporary bracing to Insure sionalty during amtmdbn 'L
DES. BY: 20 ¢meruponsidlny of the erector Additional permanent bracing of .2d.'.and at 10 uous heathin suchres,fas elyunless eamin ougnommeirleng9may
me overall seudure is the responsibility of me build, designer.g anImn!dttnb0h sheathingsuchburning required where
tumor drywall(tlC). 0
DATE: 6/20/2014 ao - dry gm a.al pemeddgmp or me reposg � 'ee hereshown
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PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 26' 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 a
TO: 2X4 DF I1M8TR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 100 2- 8=(-231) 1461 3- 8=(-375) 264
BC: 2x4 OF W199TR SPACED 24.0' O.C. 2- 3=(-1757) 376 8- 9=(-119) 959 8- 4-(-134) 632
WEBS: 2x4 BE STAND 3- 4=(-1542) 38B 9. 6=0277) 1461 4- 9=0135) 633
LOADING 4- 5=(-1543) 388 9- 5=(-375) 264
TC LATERAL SUPPORT <= 12.00. LON. LL( 25.0)-DL( 7.0) IN TOP CHORD = 32.0 PSE 5. 6=(-1757) 376
Be LATERAL SUPPORT <= 12'n. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7-( O) 100
TOTAL LOAD = 42.0 PSF
OVERHANGS: 23.0' 23.0'
LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED BIG AREA
Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
C,CN,CIB,CNIB (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 01- O.D' 212) 1311V -1561 155H 5.50' 2.10 OF ( 625)
11,1120HS,M18HS,M16 = MiTsk MT series LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. 261- 0.0' 2121 1311V DI ON 5.50' 2.10 OF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF.
COND. 2- DaOip-n chat ketl for nett s ps 11 uol ift at 24 'oc soacina
VERTICAL DEFLECTION LIMITS: LL=1-/240, TL-L1180
MAX LL DEFL = -0.030' @ -1' 11.0' Allowed = 0.192'
MAX TL CREEP DEFL = -0.039' @ -1'- 11.0' Allowed = D.256'
MAX LL DEFL = -0,058' @ 17'- 2.2' Allowed = 1.254'
MAX TL CREEP DEFL = 0.139' @ 17'- 22' Allowed = 1.672'
MAX LL DEFL = -0.030' @ 27'- 11.0' Allowed - D.192'
MAX TL CREEP DEFL = -0.039' If 27'- 11.0' Allowed = 0.256-
MAX HORIZ. LL DEFL = 0.025' @ 25'- 6.5'
MAX HORIZ. TL DEFL = 0.041' @ 25'- 6.5'
_ 1_3-00 13-00_ _ Design conforms to main windforce resisting
system and components and cladding criteria.
6-08-146-03-02 6-03-02 _ 6-08-14
_7 - -T_ - - I Wind: 140 mph, h=21.9ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cali Exp.B, RFRS(Dir),
6.25�7' M-4x6 `Q 6 25 load duration tactor=l.6,
Truss designed for wind loads
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH E3 Scale: 0.2264 MFRRII-l-eP
WARNINGS: GENEIRALNOTES,unlessdamersenotedl EXPIRES:12/31/2015
1.Builder and thecOon contractor should Ce advised of IN General Notes I.This design'isbased only upon Me parameters shown and is for an individual
Truss: E3 and Wamin°a hero,.-nostrudum commenaa. building component Applicability of design parameters and Proper
2.2.4 c mourn emn wvb bracing musme orale ind wham or.-r incorporation of shormonand re Me responsibility of Me building designer. RR �
I.Accord It farm,.in...a stability duly,condommon 2.Deep assumes Me top and bothem choods w be Manly braced at
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DATE: 6/20/2014 me monall muew,am me erprombarty mine building designer. a 2a Impact bnagiog or lateral bracing rewired where mhovm.. Q, e0 h�4•C T�
4.No load should he applied to any component after all bracing 4.installation ort,ws is Me mepon.millry of me reepeNve bert, W.
SEQ. : 5968419 fasteners are complete at no time ahoula any load.greater Man 5.Design assumes busses are m be used in a nmirmiuove enmrenmem.
design loads be applied to any eomponem. .ad are wi eooamon'owe.. x
TRANSID: 401529 5.Oomminus has no control over and assumes no responsibility for me e.Design a..umea mu bearing al.uvporl.anov n.smm o,-dealt
hfheame.handling shipment and insMtaaon of components 7,Deal msumes ede4uete drainage is ,wiled. D
ti.rnla lesion is Nmronea.ngenh melimaatimsset holy ft, 6.plates shag be located on boa kas a�tun..na placed so their center
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PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS 26-00-DO MONO HIP-D SETBACK 8 OD-00 FROM END WALL IB: 2012 MAX MEMBER FORCES 4WR/GDF,Cq=1.00
TC: 2x4 OF MIRBTR; LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( )) 100 2 8=( -985) 3714 8 3=( 0) 275
2x6OF SS T2 2- 3=(-4331) 1093 8 9=( -989) 3709 3- 9=( -375) 127
BE: 2x6 OF SS LOADING 3- 4=(-3997) 1240 910=(-1213) 3449 9 4=( 0) 548
WEBS: 2.4 OF STAND; LL = 25 PSP Ground Snow (Pg) 4- 5=( 3) 0 1011=(-1213) 3449 9- 6=( -24) 213
2x4 OF M15BTR A TC UNIF LL( 50.0)<DL( 14.C)= 64.0 PLF B'- 0.0' TO 10'- 2.9' V 4 6=(-3515) 1143 1D- 6=( 0) 643
TC UNIF LL( 125.0)eDL( 35.C)= 160.0 PLF 10' 2.9' TO 26'- 0.0' V 6- ]=( -79) 95 6-11-(-4066) 1439
TO LATERAL SUPPORT <= 12'DC. DON. BE UNIF LL( 0.0)-DL( SO.C)= 50.0 PLF D'- 0.0' TO 261- O,G' V 11- 7-( -516) 354
BE LATERAL SUPPORT r_ 12-OC. DON.
TO CONC LL( 597.3)/DL( 167.3)= ]64.6 LBS @ ID'- 2.9- BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
"'----- - LOCATIONS REACTIONS REACTIONS SIZE 50.I1h. (SPECIES)
NOTE: 2x4 BRACING AT 24.00 UON. FDA LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL D'- B.G. -524/ 2648V -871 20311 5.50' 4.24 OF ( 625)
ALL FLAT TOP CHORD AREAS NOT SHEATHED REQUIREMENTS OF IBC 2012 AND IRO 2012 NOT BEING YET. 26' O.D' -13081 2824V 01 ON 5.50' 4.52 OF ( 625)
----------------------------------
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TDP CONp. 2: Desi n checked for net(-5 osfl uotif t_at
OVERHANGS: 23.0' B.G. AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L1180
Connector plate prefix designators: WAX LL DEFL = -O.D30' @ -1' 11.0' Allowed = 0.192'
C,CN,CI8,CN18 (sr no prefix) =series
rus, Inc MAX TL CREEP BEFL = -0.039' @ -1' 11.0' Allowed = 0.256'
Y,Y20XS,Y18 HS,Y16 YaT ek Yi serries MAX LL DEFL = -0.160' @ 10' 2.4' Allowed = 1_254'
Far hanger coper. - See approved plans
MAX TL CREEP DEFL = -0.335' @ 10' 2.4' Allowed = 1.672'
MAX HORIZ. LL DEFL = 0.041' @ 25'- B.5'
MAX HORIZ. TL DEFL = 0.069' In 25'- 8.5'
Design conforms to main windiorce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=21.Bft, TCD_=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
10-02-09 15-09-07
Truss designed for Wind loads
_ in the plane of the truss only.
5-03-05 4-05-12 O-OS-OB 7-06-04 8-03-03
12
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5-01-09 4-05-12 8-01-07 8.03-03
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH FH1 Scale: 0.2286 MFA`RIIL�P
WAPGENERAL NOTES. la m - noted EXPIRES:12/31/2015
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4eo p bb hmoebe Instlaleew, n e 1component m ry tm building designer
DES. BY: LA aAeho temporary b hm oom stability e„ hvDesign m top and bottom chords l b<mINe a 1
m< P bTn of Me door.Adaiaona pz - ono m.lr dthroughout hInhmey<mr tb h 1 commorms,announcing such as plynsood baml h(re) aw DATE: 6/20/2014 m export num me rdpnwImpactmebo building axbmtla or lateral bR requiredm ha
MQRWRAILSHL.B.
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4. Noload are cbe mplet'eemany o mormshcomponentany loadafteall Mone 5,Delign or assume s is metruces are to be Use m No rorcmueoom,00m,.
SED. : 5968421 design
loads complete and at noem<soma any Iodide ar<or<,men e. andan...omeeonchroeremb<p:m r,.nontiorro.,,,e enmronm<m,
d<mhmoeaeas applied to any Component. and are mr...Nill boon'oi use
TRANS ID: 401529 s.eomwTmC has no control and aeeomee no r<wooem4M mane E.o....ar.ome.Nil be.nth at as Coppos eswn,slam or.<phen
rensrabree handling,esub 1 al ml o of components 7 one n' adequate co- B idea.
s. Tinedesign' furnished' est sh u 1 mapa., mm by a PI 1 n Y6 located both m a from,end placed 80 m:r Center
II II(IIII VIII III VIII VIII VIII IIII IIII iTsk USA' or,l mpu nuns o e mmm6T upon r<w<n. x b 'e Mort 1 arms.
MITek U°A,Inc./CompuTrus Software].66(1 L)E ih pYee:ree connector panic down veru B Ban 1311,11I.ea UxTeq v/e� ,p�,51398 �tt4,Lr�
SS/ONisi
ilii II
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDFICq=1.00 e
TO: 2x4 OF 616BTB; LOAD DURATION INCREASE = 1.15 1- 2=( 0) 100 2- B-( 634) 1557 8 3=( 0) 150
2x6OF 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 1D=(-483) 1297 9- 4-( 0) 343
WEBS: 2x4 OF STAND LOADING 4- 5=( 0) 0 1011=(-483) 1297 9- 6=( -81) 160
LL( 25.0)1DL( 7.0) ON TOP CHORD = 32.0 PSE 4 6=(-1284) 432 10- 6=( 0) 367
TO LATERAL SUPPORT <= 12'DC. DON. DL ON BOTTOM CHORD = 10.0 PSF 6 7=( -80) 93 6-11=(-1529) 511
BC LATERAL SUPPORT <= 12'DC. DON. TOTAL LOAD = 42.D PER 11- 7=( -211) 108
--------------------------- ------ LL = 25 PST Ground Snow (Pg) BEARING MAX VERT MAX HORZ BEG REQUIRED BRG AREA
NOTE: 2x4 BRACING AT 24.00 DON. FOR LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
ALL FLAT TOP CHORD AREAS NOT SHEATHED LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 01- 0.0' -261/ 1330V -86/ 204H 5.50' 2.13 OF ( 625)
------------------------------- REQUIREMENTS OF INC 2012 AND INC 2012 NOT BEING MET. 26'- 0.0' -160/ 1084V 01 OH 5.50' 1.73 OF ( 625)
OVERHANGS: 23.0' 0.0' BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP ICOND_.2:_Design checked for net 5 psf]_upllift at 24 -ot spacing.]
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
For hanger specs. - See approved plans 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,CN,CI8,CN18 (or no prefix) = COnpuTrus, Inc MAX TL CREEP DEFL 0.039' @ -1'- 11.0' AllOwetl 0,256'
M,N2DHS,MI8HS,N16 = MiTek MT series MAX LL DEFL = 0.060' @ 10'- 2.4' Allowed = 1.254'
MAX TL CREEP DEFL = 0,125' @ 10'- 24' 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=22.511, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12-09-05 13-02-11 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
_ _ _- _ load duration factor-l.6,
-- T 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
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M-7x8(S)
OREGON�b
5-01-09 4-05-12 8-01-07 8-03-03 �O q)- 14, 2-
11 1
-11 26-00 MER RILE-0
EXPIRES:12/31/2015
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH FH2 Scale: 0.2349 RRjQ
WRNbN.a l" ' O.NERALNOTEB sothenvsenotedWAS
At 1EThls design based only upon the quaraters snow di an nimual
and M g beforeconstruction commences. building compo ntApplcabll4y of design parameter and proper
Ps4 p b b gtoefailed d n n porahon of component s the resonsblfty of thebuilding g e.Truss: FH2 3Additional t pary brainn,t ure'ahiltyduring
T
tl -g t uction 4.Design a th top and Mtl h rdto be laterally Priced at .L
DES. BY: LA 'sat ce blM mm n .Adaibonmce tat eine or ..and ng pernwely bead throughout their length by 0
Inuous n thig ua asp"oW n thing(TC)and/ordry all C).
DATE: 6/20/2014 the overall structure is the po mlg of me building dgner. 3.LImpact broll lateral mea Y awled whsle shown..
4.Nob d should he appliedt y component undid after all holding am 4 Installation oftruses,is the responwbMBy ofthresp¢five contracter.
SEO. : 5968422 histaters are complete am at no time hoop any loam greater than 5,Design a theares are me mi,used in a nor-comosive environment,
it., ands be applied to ycomponent
am 'drrconvention'ora � R 5(398�,4� Qt
TRANS ID: 401529 5.Co pT has no cont.1 over am assumes no responsiCfm far the 61 ower,ary mea full More,At ahippods shown Shimedge ifmoses.
hbriasm.handl,shipment and'nstallation of components. 7.Desgn assumes adequate drainage¢ rouged sf G
6.me deelpn a furnished sugad to the nmormons set form by 8. Plates to m located on both feces o�truss,am pared so then carrier IONALL�
VIII VIII VIII VIII IIII'll lull l l'I TPNNTCA In SCSI,spies of whitl,will he Nm¢hed upon request lines ainMe with pini center lines.
9 DgiN imiate sate of plate In Inures.
MiT¢k USA,InC/C OmpUTN6 Software 7.6.6(l L)-E to.For basic connector plate design values see ESR-1311,ESR-1988 NATek)
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0' IBC 2012 MAX MEMBER FORCES 4WAIGDF/Cq=1.00
TO: 2x4 OF III LOAD DURATIONINCREASE = 1.15 1- 2=( 0) 100 2- 7=(-298) 1462 3- 7-( 375) 263
BC: 2.4 OF #3BTA SPACED 24.0' O.C. 2- 3=(-1758) 396 Z- 8=(-119) 959 7- 4=0133) 632
WEBS: 2x4 OF STAND 3- 4=(-1543) 408 8. 6=(-290) 1465 4- 8=(-131) 645
LOADING 4. 5=(-1546) 422 8 5=(-37B) 260
TC LATERAL SUPPORT <= 12-OC. UON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1760) 409
BG LATERAL SUPPORT <= 1210C. USN. DL ON BOTTOM CHORD = 10.0 PSF
TOTAL LOAD = 42.0 PSF
OVERHANGS: 23.0' 0.0' BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA
LL = 25 PSF Ground $now (Pg) LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
Connector plate prefix designators: 0'- 0.0' -217/ 1323V -138/ 151H 5.50' 2.12 DF ( 625)
G,CN,CI8,CN10 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 26'- 0.0' -132/ 1091V 01 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 1D PSF. COND. 2: Desion checked for net -5osswolift at 24 'oc ska c iing.
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 = -0.059' @ 17'- 2.2' Allowed = 1.254'
MAX TL CREEP DEFL = -0,139' @ 17'- 22' Allowed = 1,672'
MAX HORIZ. LL DEFL = 0.025' @ 25'- 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
-------------- I Wind: 140 mph, h=21.9ft, TCUL=4.2,BCUL=6.0, ASCE 7-10,
6-08-14 6-03-02 6-03-02 6-08-14 (All Heights), Enclosed, Cat.2, Eep.B, MWFRS(oir),
load duration factor=1.6,
ads
12 12 in the designedss theplaf w
eofthe truss only,
6.2 5 F�:m M-4x6 Q 6.2 5
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8-09-15 8-04-03 8-09-15
1-11 L 26-00 �OREGON,a
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P->t-
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH F3 Scale: 0.2303 MFRRIU-�
WARNINGS: GENERAL NOTES,unkse o muserie noted EXPIRES:12/31/2015
I.Soldier and eremon contracts should be advised of ell General Notes 1.This tles;pn;.based one upon Me parerroure ahem and in for an lndviduel
Truss: F3ani Wmsings before commucbor eommeneea. building component Applicability of design parameters and proper
2,ties compression web bracing must be Installed where shown+, echanismn of cmaponenus me a...p My of me bogdog designer. pyp�
3.Addi analtemporary bracing to insure stability during constructor 2,Design assumes the top and bottom chords n be laterally braced at
DES. by LA ;s me secodMl; of erector.Additional m,acm m zo.F.and m 1W o.c.respectively unless braced throughout mein lenggthm by 4� FWAS "f
yo parmaren a conftnuoua aheam;ng such as plywood sheamfug(Tel anmorervwalNReb
DATE: 6/20/2014 me averel structure is me responsibility of me building designer. 3.an Impact bridging or lateral bracing required names shown.. Q. �O HGy T,F,
4.No load moi be applied to y component unfit after all bracing 4.I talafion of truss is me responsibiliof me conpactrve contracmr. C 6P
SED. : 5966423 fasteners are complete and at no gins should any loads greater man 5.Design assumes trusses are t be used o a non-Forroee environment, CS
d<s;go loads be applied to are component. d are for condition ofuse. O f" TCy
TRANS ID: 401529 s.compumus has no control over and.stoma¢no mmentobeiy for the B.Design assumes full bearing at all suppers throw,.shim or wedge if
fabrication,nanegne,shipment dna installation arcomponeme 7.Design assumes adequate drainage it Fronded 0
j 6.Tiffs design la musical sublent to the nmltaons set from by e.Plates shall be located on both hese obuss,and placed so their center
1111111 VIII VIII VIII VIII VIII VIII IIII I'I TPIMTCA In SCSL copies MisM1 vnll be mmiahed upon requetl. Roes w;dic;tle vgar/of plate in inches
�O e w�
A.For indicate sae of plate oche:. A 513..9A8
MITek USA,Int/C.DRIpIlTN3$DitWalE 7.6.6(1 L)-E tO.Por basis connevior plate tlesign values see ESR-1 3I1,ESR-1 98a(MiTek) d1 CIS1
SS�ONALCt� 4
VIII III IIII This design prepared from computer input by M
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 9'- 8.8' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00 w
TC: 2x4 DF 416BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2.5=(D) 0
OC: 2x4 OF MIMBTR SPACED 24.0' O.C. 2 3z( 210) 195
3-4=(-133) 57
TC LATERAL SUPPORT <= 12.00. UON. LOADING
BC LATERAL SUPPORT <- 12"00. JON. LL( 25.0)tDL( 7,0) ON TOP CHORD = 32,0 PSE
OL ON BOTTOM CHORD = 10,0 PSF BEARING MAX VERT MAX HORZ BIG REQUIRED BAG AREA
OVERHANGS: 18.0' 0.0' TOTAL LOAD = 42.0 PSE LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
0'- 0.0' -29/ 514V -77y 239H 5.50" 0.82 OF ( 625)
Connector plate prefix designators: LL = 25 PST Ground Snow (Pg) 7'- 9.2" 01 152V 0/ OH 5.50' 0.24 OF ( 625)
C,CN,CI8,CN1B (or no prefix) = CompuTrus, Inc 7'- 11.2' .249/ 610V 0/ ON 1.50' 0.65 OF ( 625)
M,M20HS,MIBHS,M16 = Mirek MT series BOTTOM CHORD CHECKED FOR A 20 PST LIMITED STORAGE 9' 8.8' -1261 48V 0/ OH 1.50' 0.08 OF 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 P3F. LONp,.2;pesion checked far nett-5 ostl uplift at 24 -so aiacin--
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L1160
MAX LL DEFL = -0.011 @1' (.0' Allowed = 0.150'
MAX TL CREEP DEFL = -0.015' @ 1' 6.0' All a = 0.200'
MAX TC PANEL LL DEFL = 0.237' @ 3' 10.7' Allowed = 0.598'
MAX IC PANEL TL DEFL = -0.237' @ 3' 11.0' Allowed = 0.897'
i
MAXHORIZ. LL DEFL = 0.003' @ 7'- 11.2'
MAX HORIZ. TL DEFL = -0.003- @ 7'- 11.2-
12 Design conforms to main windforce-resisting
system and components and cladding criteria.
8.00 J
Wind: 140 mph, h=21.8ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(Ali Heights), Enclosed, Ca L2, Exp.B, WWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
unt in the plane of the truss only.
0
j m
ED PROF
1 M-3x4 �IN
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1-06 8-00 1-06-12
PROV MLLYEARING_J�
y` OREGON,a �
/O qy 14, 2�
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - F4MF14RIL�0P
Scale: 0.4311 C O�
WARNINGS: pE.E.AL NOTES,gnku gthere ee poled EXPIRES:12/31/2015
1.Builder and erection mtrad
nm should be eavisea of am General Roles I.This Germy,of based only vin he gases rs she-antl m M,predict
Truss: F4 antlgamma.tensile e-mucuon commence.. building component.Appur miry of design Parameters and Proper
a,a,compression verb bracing must be applied afore shown.. c reacenon of component is the responsibility of me budding designer.
3.Additional temporary bracing to insure spe itil,Name aonatrni 2,Design...umes Ne by and bottom cher&to be 1.1... bawd al
DES. BY: LA it Me responsibility mine erenar.Aeemanm permanent bracing f lac.and at 10 o.c.respectively unless braced throughout their Noon by JE LL&,y
meeresp manure is me responsibility finelrman designer, continuous sheathing such as pHavood sheaminIXTc)ands ary..an(Be).
DATE: 6/20/2014 4.No lead should bed plim m anyryecomponent until star all bracm d is iosi;pstr000 oivu:or lateral bracing required wnme mean ne �, w0 kGy T�
p anyotime should
gam to be use mmeroepemveeoeo-annr. 2 C
SEQ. : ID: 424 rove nloads complete and al compo meula amr lad&seater Man s.pend.esumar ,carr oflobe uaad m.ngnegr,eana environment Ar �C
it..an loads be nocodm over and ansuL and are assumes oocaon'gate .y
TRANS ID: 401529 s.eemwrma naslinship over amen assumemo cranchmerin s«me a.otagn...gmtt roll bearing at all cuppam.no.,n.shim o,.:edgeN
sin&b handling, h'mm t ai tall ti nal mamPomenrs 7 0 q macces.ary adequate a gen' provided. 0
e,mime g Smeared cubs u m I' ver ns at corm by a planes surbe located both Mass P .and plecaa.g m>r center
IIII VIII VIII VIII VIII VIII VIII IIII IIII rPlnvreA BcsL pies of mem sit be furnished upon request x a rramk 1 1 c
e GIMb-indicate pure of plate nae. .P 51398 4y�
MiTek USA re./CoompuTrus SGfiware Tfi L)E 10 For hese con molds.&nyr values,seeESR-un,ESR19881M ieq I
__ _ ESSAONALLG
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBERSPECIFICATIONS TRUES SPAN 8'- 0.0' IBC 2D12 MAX MEMBER FORCES 4WR/GDF/Cp=1.66
TC: 2 x 4 OF p16BTR LEAD DURATION INCREASE = 1.15 1-2-( 0) 94 2 4=(0) 0
BC: 2,1 OF k16BTR SPACED 24.0' O.C. 2-3=(-]3) 102
TO LATERAL SUPPORT <= 12'OC. UON. LOADING
BG LATERAL SUPPORT <= 12'OC. DON. LL( 25.(1 ].0) ON TOP CHORD = 32.0 PSE BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
OL ON BOTTOM CHORD 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 18.0' D.0' TOTAL LOAD = 42.0 PSE 0'- 0.0' -150/ 406V -141 69H 5.50' 0.65 BE ( 625)
1'- 5.6' B1/ 162V 01 OH 1.50' 0.26 DF ( 625)
Connector plate prefix designators: LL = 25 PBF Ground Snow (Pg) B'- 0.0' C/ 63V O/ BH 5.50" 0.10 BE ( 625)
C,CN,OI8,CN1B (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = liTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET. CONp_2;-Des gra er,ec ked far nett-5 Daft taut lft pt_24 be s acro .
VERTICAL DEFLECTION LIMITS: LL=L1240, TL=L/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.811' @ -1'- 6.0' Allowed = 0.150'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = D.200'
MAX TO PAWL LL DEFL = 0.003' @ 0' 10.5' Allowed = 0.0]8'
MAX TO PANEL TL DEFL = -0.004' 6 B' 11.1' Al10weE = 0.118'
MAX BC PANEL LL DEFL = 0.019' @ 3' 6.6' Allowed = 0.354'
MAX BC PANEL TL OPEL = 0.097' le 4' 0.2' Allowed = 0,472'
O6-Ofi
MAX HOAIZ. LL DEFL = -0.000' @ 1'- 5.6'
MAX HOAR. TL DEFL = 0.000' of 1'- 5.6'
12 Design conforms to main windforce-resisting
8.00 system and components and cladding criteria.
Wind: 140 mph, h=19.1ft, TCOL-4.2,1COL=6.0, ASCE 710,
(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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IN /
1-06 PRQV IDE FULL BEAAINGJ t52 3 4 8-00 §` 9
OREGON I, �lEz
'7Y 14, 2" P+
JOB NAME : LENNAR 2892-E MARQUAM ENGLISH J1MFRRi
_ Scale: 0.6526
WARNINGS: GENERAL NOTES,unlemoNervAsenoree. EXPIRES:12/31/2015
1.Builder and mouracn contractor should be advised or an General Poles 1.This design is based onpo
e on me....manvm s ahoane la lir en indNeuel
Truss: J1 and Warnings before construonon commences. building component.AppMwaan of design Parameters and proper
z2,4 compression own bracing must be installed..here shover.. carporamn of componenuame responsibility owma bolo ins designs.
goon bracing w insure stability donna oonmuoMon 2.Design esumes the mo and bottom worm he be lamral mated al RRIL
2.Aeemonstam N tp8 L 19
DES. BY: LA ,.the responsibility come erecmr.Admgonat perm.nam bracing or Zoo c.and mo.t.re PemveN umese eraoad mroupnom code lenggesm by
unuous shipment,soon as Province sheammINTq ndlor dryier. C). 19 WAS "f
DATE: 6/20/2014 me overall structure m me responamatty of me bminmg designer. �.2a Impact btd J 4 k
/ 4.No lead moved be appgen m any component after all bracing and 4.mmllabon of ttrrweis Me elsponsiblitygofMe espec ve rmramr. �' �QO �C r'F
$E0. : 5968425 common areeomPletaandatnolimishomeanymemgreaterMan s.oae:aior e`atrueieon°row"see.used m.non�ono.meenvo-onmem. O AT TC
deign lams be appree to any component. s.and ar aorta,.momarmo usell suPPorb mown.slam or v2ageu T
TRANS ID: 401529 s.Compi has no control over and assume no responsibility for Me Consul 0
fabdneo,.handling,shipment and msmllamnmamponems. ].Design.numes adequate dramage is provided.
a,mise i a m ivied sumcil 11 I' ttauone at mm,by s owns,IM11b l ldqq bmre of truss and plates so ares anter
TPL
Carn
U cospoes of ...11 be Ai upon
lines
int center she,
II II VIII VIII VIII(IIII VI IIIIIIIII IIII Al
MTek USA no.lCompuTNS SOfleare 76USHI L)E request �p FG Wr baa c conn sizebrwM�p4tal a in inchesdes-gra values seeE5R 1]I1.ESR 19e01M Teq 51398 AV
S"ONALti'�01
IIIIIIIIIIIIII This design prepared from computer input by w
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0' IBG 2012 MAX MEMBER FORCES 4WR1GDF1Cq=1.OD '
TC: 2x4 OF k166TR LOAD DURATION INCREASE = 1,15 1 2=1 0) 94 2-4=(0) 0
Be: 2x4 OF VISBTR SPACED 24.0' O.C. 2.3=(-70[ 67
TC LATERAL SUPPORT <= 12'01 JON. LOADING
BC LATERAL SUPPORT <= 12.00. NON. LL( 25.0)+DL( 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX HORZ BEG REQUIRED BEG 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' .701 414V -261 101H 5.50' 0.66 DF ( 625)
3'- 0.4' -1511 145V 01 OR 1.50" 0,23 DF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) B'- 0.0' 01 67V 01 OH 5.50" 0.11 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = Computtus, Inc
M,M20HS,Ml BHS,M16 = aftek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL FOND 2: 0esian checked for net -5 p@f 1_uplift at 24 be spacing
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL=LI240, TL=L1180
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'
MAX TC PANEL LL TEFL 0.008' @ 1'- 5.7' Allowed = 0.204'
MAX TC 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 Be PANEL TL DEFL = -0.121' 6 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),
load duration factor=1.6,
8.00
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in the plane of the truss only.
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VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER
SPECIFICATIONS TRUSS SPAN 8' 0.0' IBC 2012 MAX MEMBER FDRCES 4WRiGDF/Cq=1.00
TC: 2x4 OF AMBTR LOAD DURATION INCREASE = 1.15 1 2=( 0) 94 2 4=IDI 0
BC: 2,4 OF M16BTR SPACED 24.0' O.C. 2-3=(-95) 81
TC LATERAL SUPPORT c 12'OG. LON. LOADING
BC LATERAL SUPPORT , 12'OC. LON. LL( 25.0)sD1-( 7.0) ON TOP CHORD = 32.0 PSI BEARING MAX VERT MAX HIRE BRG REQUIRED BIG 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' 59/ 456V -381 133H 5,50' 0.73 DF ( 625)
4'- 7.1 -149/ 164V OI ON 1.50' 0.26 OF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) B'- 0.0' 0/ 74V 01 OH 5.50' 0,12 OF 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,41BHS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL CONO 2: Desi on checked for net(-5 psfl uplift at 2A 'oc s
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. pacin .
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=1-/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -O.D11' @ -1' 6.0' Allowed = 0.150'
AND BOTTDM CHORD LIVE LOADS ACT NON CONCURRENTLY. MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200'
MAX LL DEFL = 0.000' @ 0 0.0' Allowed = 0.144'
MAX Be PANEL LL DEFL = -O.D25- @ 3' 6.6' Allowed = 0.354'
MAX BC PANEL TL DEFL = -0.158' @ 4' 1.4' Allowed = 0.472'
MAX BC PANEL TL DEFL = -0.092' @ 4' 8.2' Allowed = 0,4]2'
MAX HORIZ. LL DEFL -0.000' @ 4'- 7.1-
4-07-14 MAX HORIZ. It DEFL = 0.000' @ 4'- 7.1-
Design
.rDesign conforms to main windforce-resisting
12 system and components and cladding dr Lteria,
8.00 Wind: 140 mph, h=s),1 Enc osed, .IL=6.0, ASCE 7-10,
(All duration acto,etl, Cas 2, Ex p.B, YWFR$(Dlr),
load duration factor=l.6,
/ Truss designed o for wind s ads
only.in the plane of the truss only.
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Scale: 0.52I6
WARNINGS GENERAL NOTES,umessom Dowse noted. EXPIRES:12/31/2015
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SEQ. : 5966427 aeane,.are complete and m no time should any made greater man 5.Design assumes busses are a be used anon ormmem onmmoment
To TRANS ID: 401529 O Rr Ap P
reason loads be applied any component. a are fortion^a do condiuse. ,x
s.eompurr.s has no control over and assumes no responsibly for me 6,Depogn assumes all bearing al all supports sbov,n.shop or v2daeif
fabricator,handling supried and installation of econometrics lie° raft. 0
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PACIFIC LUMBER-BC
r
LUMBER SPECIFICATIONS TRUSS SPAN B'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GOF IC q=1.00
0
TC: 2x4 OF k16BTR LOAD DURATION INCREASE = 1.15 1-2=( O) 94 2-4=(0) 0
BC: 2v4 DF p16BTA SPACE 24.0' O.C. 2-3=(-125) 99
TO LATERAL SUPPORT <= 12'OC. BON. LOADING
SC LATERAL SUPPORT <= 12'DO. UO N. LL( 25.0)-UL( 7.0) ON TOP CHORD = 32.0 PSI BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
DL ON BOTTOM CHORD 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 18.0' D.C. TOTAL LOAD = 42.0 PSI 0'- 0.0' -11 502V -50/ 165H 5.50' 0.80 OF ( 625)
6'- 1.9' 134/ 188V 0/ ON 1.50' 0.30 DF 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) B'- 0.D' D/ 85V 0/ 0H 5.50" 0.14 DF 625)
0,CN,CI8,CN18 (or no prefix) = Corr Inc
M,M20HS,M18HS,M16 = Mi Tek IT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. Design chat ketl for net15 psfl uol ift at 24 'oc spacing.
REOUTAEMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET.
VERTICAL DEFLECTION LIMITS: LL=L/240, 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'
MAX LL DEFL = O.DOD' @ 0'- 0.0' Allowed = 0.066:
MAX TL CREEP DEFL = 0.000' @ 0'- 0.0' Allowed = 0.088'
MAX TO PANEL LL OREL = 0.138' It 3'- 3.6' Allowed = 0.455-
MAX BC PANEL It DEFL = -0.184' @ 4'- 1.4' Allowed = 0.472-
6-02-10
.472'6-02-10 MAX HOAIZ. LL DEFL = -0.001' @ 61- i.e.
MAX HORIZ. TL DEFL = -0.001' @ 61- 1.9'
/ Design conforms to main windforce resisting
12 system and components and cladding criteria.
8.00 f Wind: 140 mph, h=20.6ft, TCDL=4.2,BODL=6.0, ASCE 7-10,
All Heights), Enclosed, Cat.2, Exp.B, MWFAS(Oir),
load duration fac1I
Truss designed for wind loads
in the plane of the truss only.
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WARNINGS: GENERAL NDTES,unless oMery ise noted'. EXPIRES:12131/201.51
1.auuaar ana areceon oonbetlor sunoma be ad...el of all Ge....I Notes t This design I.ba¢E only upon Me parameters show and m for an ln6rleual
Truss: J4 and Warnings before cenmuceon commencesadding compored.AppRmtgiry of eesiar parameters and proper
2.2v4 comm.......bracing must be lmtaaed Mere shorn.. Incorporator of component m Me maporeved N of Me building designer.
].AtltlNonal lempo,nrybracinp to insmeslabifty tlunnO combutlim 2. Dannon assumes Me top and bottom d,orb to be lebrally braced a Sts'
DES. BY: LA Ix mares bol brae ars onsidastubal ib,aen f 2o.cand etlo'u.c.respedrely unless braced Mruughout Meb length by
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DATE: 6/20/2014 Meoverall structure is me responsibility of me building des INO. ].24 Import bridging or lateral braung reyvlmd Mare shown.. O C T
4.No load should be applied to any component ural after a 11 bracing and 4.Installaton of truss pe
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SED. : 5968428 lemenew are complete and at no Mine should any leads greater Man 5.Des'an musses are to be used main-corroseve emlmnment fit' 0
design loads be applied to any compacem. and are for ay condmo�muse. y
TRANS ID: 401529 s.eompuTms has no control over and assumes no respoibilrcy for the 6.oengn as. nes mil bearing at all suppow,sho. .shim or wradge N D
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VIII III II This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIDNS TRUSS SPAN 8'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00
TO: 2x4 DF 41 MB TR LOAD DURATION INCREASE = 1.15 1 2-( 0) 94 2-4=(0) 0
BC: 2x4 DF 4168 TR SPACED 24.D' O.C. 2-3=(-156) 121
TO LATERAL SUPPORT <= 12'OC. UON. LOADING
BO LATERAL SUPPORT 1 12'OC. UO N. LL( 25.0)'DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BOND REQUIRED BRG AREA
DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SCAN. (SPECIES)
OVERHANGS: 18.0' D.O. TOTAL LOAD = 42,0 PSF 01- 0.0' 60/ 545V -62/ 197H 5,50" 0.87 OF ( 625)
7'- 8.6' -115/ 215V D/ OH 1.50' 0.34 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 8'- U.S. 0/ 150V 0/ DH 5,50' 0.24 OF ( 625)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,MIBHS,M16 = MiTek IT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE COND Y. Denim checked for net L5 gsfl ugl ift at 24 'tic sea Gino
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012.THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 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 ]BEEP ,EFL = -0.015' @ -1' 6.0' Allowed = 0.200'
- MAX TO PAWL LL DEFL = 0.340' @ 4'- 7.7' Allowed = 0.581-
MAX TC PANEL TL DEFL = -0.393' @ 4'- 4.7' Allowed 0.871'
MAX HORIZ. LL DEFL = -0.002' @ 7' 8.6'
/ X471 MAX HORI2. TL DEFL = -0.002' @ 1'criteria.Design conforms to main windforce-resisting
r12 system and components and cladding criteria.
8.00 li Wind: 140 mph, h=21.1ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.8, MWFRS(Dir),
load duration faotgr=l.6,
Truss designed for wind loads
/ in the plane of the truss only,
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WARNINGS: GENERAL.NGTea,umes.omarre.nem: EXPIRES:12131/2015
t.Builder and system contractor should be advisee old General Notes t.This design a based o.y.mon me parmethrs an.-end is for.dndeai
Truss: J 5 and Wammgs basin crosmsi an comma..... budding.omp tient.Applicability of design pnammna and Proper
2.n4compression deb bracing must be installed vrers Merin.. incorporation or component is me responsibmy of me belong ondamr.
3.Accidents temporary bracing to insure stability coming construction 2n Design me top and bottom chords 10 be lamraly braced at 1jsE 1-Le
DES. BY: LA time responsibni,ofine tracer.Additional permanent bract^ t z'o'o and at lo'o...alm-b-hr und.ebra:ed mrougnoemme lenggem bit q�
go do.tthorde.he.ming.u.h.a plywood sne.mnglTc)enaroroywal(eq. 19 WA y-
DATE: 6/20/2014 me overati eo-uctum is meresponsmtliy.Bile buuding aenpmr. o.zximpact bridging or lateral bracing required vmere shown.. J OF T
4.No load should be applied to any component until after as bracing nmm
gand 4.Installation of is e responsibility of me respective contracts,.
SEQ. : 5968429 fasteners are complete and at no time should any loads greater man s.Design assumes trusses are to be used in a non-comoelve anmromment
design lead.be applied to am,comp0mem. d are army condition of use 2
TRANS ID: 401529 s.compri has no control over and assumes no responsibility for me 6.[1 assumes log bearing at all summers them,Shim or wedge if
fabrication.handling,shipm t and installationof components. r o .."- d q t d g o�dee. D
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AlMUSA,Inc/CompuTms Soltwae 7.6.6(1 L)E to Fo r�be4c connector plate dela,values see ESR un esti 1986 phoeM ' 139REq
s'V'0NALENG A
IIII III III This design prepared from computer input by w
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 9' 4.1' IBL 2012 MAX MEMBER FORCES 4WR1GDF1Cq=1.00 e
TO 2x4 DF # lBTA LOAD DURATION INCREASE = 1.15 1-2=( 0) 94 2-5=(0) 0
BC: 2x4 OF MIMBTR SPACED 24.0' D.C. 2-3=( 198) 185
3-4=(-159) Be
TO LATERAL SUPPORT <= 12'06. LON. LOADING
BC LATERAL SUPPORT <= 12.00. UON. LL( 25.0)4DL( 7.0) ON TOP CHORD 32.0 PST
DL ON BOTTOM CHORD = 10.0 PSI BEARING MAX VERT MAX HORZ ERG REQUIRED ERG AREA
OVERHANGS: 18,0' 0.0' TOTAL LOAD = 42,0 PSI LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
0'- O.W -291 513V -741 231H 5.50' 0.82 OF ( 525)
Connector plate prefix designators: LL = 25 PSI Ground Snow (Pg) 1'- 9.2" Of 152V OI ON 5.50° 0.24 OF ( 625)
O,CN,CI8,CN18 (or no prefix) = COmPUTrus, Inc 7'- 11.2' -268) 561V of ON 1.50' 0.72 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PST LIMITED STORAGE 9'- 4.1' -2001 82V Of ON 1.50' 0.13 OF ( 625)
LIVE LOAD AT LOCATION(S) SPECIFIED BY ISO 2012.
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. COND. 2;Design checked for net(-5 psfl uplift at 24 'cc woad
VERTICAL DEFLECTION LIMITS: LL=Lf240, TL=L1180
r- y MAX LL DEFL = -0.011' If -1'- 6.0' Allowed = 0.150'
MAX TL CREEP DEFL = -0.015' @ -1'- 6.0' Allowed = 0.200-
MAX TC PANEL LL DEFL = 0.216' Is 3' 7.2' Allowed = 0.598'
MAX TO PANEL TL DEFL = -0.230' If 3'- 11.0' Allowed 0.897'
MAX HORIZ. LL DEFL = -0.003' @ 7'- 11.2-
MAX HORIZ_ TL DEFL = -0.003- @ 7'- 11.2'
12 Design conforms to main windforce-resisting
8.00 system and components and cladding criteria.
Wind: 14D mph, h=21.7ft, TCDL=4.2,BCOL=6.0, ASCE 7-10,
(All Heights), Enclosed, Ca L2, Exp.B, MWFAS(Oir 1,
load duration factor=1.6,
Truss designed for wind loads
o in the plane of the truss only.
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WARNINGS: GENERAL NOTES,linksoTmes.,none. EXPIRES:12/31/2015
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Truss: J6 and Wannmg&before conewmon commend.. impendcom,enem.Appcabilay Or design paramelemand proper
2.h4 compression veb bracing must be lnsteeea where shovn.. corporation of component is Me aspomlb,bn of Ne bromine eemwer.
3.Ademmnalempmmry o,.<mg minsu,e sebian aurin,an.o-ueion a. corporationofMe rep and boom stores m be laterally bread ar MB tiC eq
DES. BY: LA ,s me reaon.m,on ohne aesma.Additional anew I zm�. e.nom.n Pe<twely are..erode Maoag'nonmea len by J� WA
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DATE: 6/20/2014 Me overall structure N Me responamili,ohne building eesi,ner. ,.'''moan bridging or lateral bracing required whare show..,.. C e0 yL1•C TF,
4.No load should be applied m any component incl after a ll bracing and e.mmllauon or muss is Me responsibility of mePenNaa-
SEO. : 5968430 fastanem are complete and of no time should any too&greater man 5center-ume.mu-a,.to be...e m a non c....... .ata onm.m, Ae p
dea,gn mads as a pi m any<omPonenL and are for ,mon'of use. ,y
TRANS ID: 401529 s.Com,=hasno<omml over and assume&no r-pronsbgay for Me aDesignassume.mil begins.1.11 suppods arm-.Sam ma weegeu
fabaatimn.handling,shipment and installation of......ne. 7,Design assumes answers maim,.ie provided 0
s.The March, famished ampall m Tmmbons setform by a Blame scall be located both feces otruss,and Placed.o Mer anter
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VIII I I IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 6.4' IBC 2D12 MAX MEMBER FORCES 4DF/Cq=1.00
WRIG
TO: 2x4 OF M6BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 100 2-4=(0) 0
Be: 2x4 OF k16aIS SPACED 24.D' O.C. 2-3=(-74) 25
TO LATERAL SUPPORT <= 12'0C. UON. LOADING
Be LATERAL SU FIGHT <= 12'OC. UON. LL( 25.0)aDL( ].0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX HORZ BIG REQUIRED BAG AREA
DL ON BOTTOM CHORD = 10.0PSF LOCATIONS REACTIONS REACTIONS SIZE EQ.IN. (SPECIES)
OVERHANGS: 23.0" D.C. TOTAL LOAD = 42.0 PSF 0'- 0.0' -1601 543V -121 79H 5.50' 0.87 OF ( 625)
1' 9.2' -1211 51V 01 ON 5.50' 0.10 OF ( 625)
Connector plate prefix designators: LL =25 PSF Ground Snow (Pg) 2'- 6.4' .261 57V 01 ON 1.50' 0.09 OF ( 625)
C,GN.GI8,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ECONO 2' Qesion checked for nett-5 par) uplift at 24 "oc spacing
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=LIIBO
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = -0.03D' @ -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'
AX TO PANEL LL DEFL = O.ODS" @ 1'- 2.5' Allowed = 0.144'
12 Y
YAX TO PAN-L TL DEFL = DADE' @ 1'- 2.6' Allowed = 0.217'
6.25
MAX HORIZ. LL DEFL = -0.000' @ 2'- 5.7"
MAX HORIZ. TL DEFL = -0.000' @ 2'- 5.7"
Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=19.2ft, TCOL=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.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH SJ1 �ERRI<L
Scale: 0.7525 EXPIRES:WARNINGS: GENERAL NOTES,unless offensive noted: EXPIRES:12/31/2015
1.BUAder ecd eupful aontrmlor should be Advised of aM Gen earl Notes 1.This dealpn is based only upon Me paremalm an.-end la he an mandated
Truss: SJ1 And Wrongsbaron Aacet.FfF,oommances. building component.Applicability of design parameters and proper
i 2x4 cc v bb g must be mil dun n a ti f component nt responsibility fin buildingdesigner.
a Aaaiti u p rybracing t stability a o- r 2.Design thedap db bottom chords foblaterallyb a 1ME1 L a
DES. BY: LA -s ne o Afro ofn t Addeadipundamportbracing or' ii ' e t10 respectively passed throughout er length by
as pl9 OF WASt nph"a agm arywa
DATE: 6/20/2014 moo ustructurem responsibility fm e g agap mego formal lbo, �amdi
4 No load shame be applied arm component unfit after all bracing and 4 Installation f trum,is Me reaponombilit,ofm p mw oximadmi 'WCT 7l
SEO. : 5968431 mntene,s are complete and at no time should any maga greater man 5.Deign assumes m,a.es are to be used in a minorma. .ro
e ennment, �! p
design loads be applied to any component. and are mrary conmtion'm use. y
TRANS ID: 401529 SCompuTrus has no control ver and assumes no responsibility for the 6.usage assumes all earing at all supports show,Shim or wedge if
fabacation,handling,dmpment and eradication of components. 7.o<ign assumes edeoume droom mprovided.
S.This design is furnished subject to the limitations set fern by B.'house mall be located on boar tate¢of truss,and placed ao area center
IIII VIII(IIII VIII(II VIII VIII IIII IIII TPVVVrCP in BCSl,copies of MlcM1 All be furnished upon requeA. Dnomigh coincide Win zjoint ate in inches.g.Giaim indicate sae m late in manes. +j 51398 44�
MiTek USA,InG/CompuTrus Software 7.6.6(1 L)-E 1 a For base connector pate design values see E59-Dt 1,ESR-1988MiTek) OAF�FCISTER�. '
SsrtONALE�G
VIIII (IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 5'- 1.2' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00 4
TO: 2x4 DF k6BTR LOAD DURATIONINCREASE = 1.15 1-2=( D) 100 2.4=(0) 0
8C: 2x4 DF It16BT8 SPACED 24.0' O.C. 2-3=(-96) 51
TO LATERAL SUPPORT f- 12-OC. JON. LOADING
BC LATERAL SUPPORT c= 12.00. JON. LL( 25.0)FDL( 7.0) ON TOP CHDRD = 32.0 PSE BEARING MAX VERT MAX HORS BAG REQUIRED BRA AREA
DL ON BOTTOM CHORD = 10.0 PST LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
OVERHANGS: 23.0' 0.0' TOTAL LOAD = 42.0 PSE 0'- G.A. .1451 553V -231 120H 5.50' 0.89 OF ( 525)
1'- 9.2' -751 106V 0/ ON 5.50' 0.17 OF ( 625)
Connector plate prefix designators: LL = 25 PSR Ground Snow (Pg) 5'- 1.2' -57/ 122V 0/ ON 1.50" 0,20 OF ( 625)
C,CN,CI8,CN1B (or no prefix) - CompuTrus, Inc
M,M20HS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. 2: Design checked for net -5 sf Uplift at 24 'oc s ricin .
REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING MET.
VERTICAL DEFLECTIDN 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 0.216
MAX BC PANEL LL DEFL = 0.002" @ 1'- 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' 0.4"
6.25 L," 3 MAX HORIZ. TL DEFL = 0.000' @ 5'- 0.4' ',..
Design conforms to mein windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=1B.Binc osed, at.2,L=6.0, ASCE 7-10,
(All Heights), Eo0106 etl, Gdt_2, Exp.B, YWFAB(Oir),
loadTrus duration factor=l.6,
Truss designed tl for wind loads
in the plane of the truss only.
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JOB NAME : LENNAR 2892-E MARQUAM ENGLISH - SJ2 Settle: 0.6366 R10-
WARNINGS: GENERAL NOTES,umeaaamerm-olmd EXPIRES:12/31/2015
L Builder and erection cortembir should be advisee or all ceneml Noted 1.This design Is based only upon Me parameters shown and is for an individual
Truss: SI and Wamings before constumbor commences. euimmg component.Applicability or mslgn paramatem and proper
2.2x4 compression web bracing must be located where shaven.. corporation of component Me responsibility or Me buying designer.
3.Additional bracing I risme Gabby during emeraction 2.Dealgnaaaunea me eP dna bottom chmas to be later.IN braced at ME1tRiLL
DES. BY: LA is me responsmniy mMe aracnr.Aeeifional Pnnanent bracing or Zoe,and alio ox,respectively unload braced throughout Meir length by q
Me erespevuawe lame rectooamtiyormebman naafi utouous sheathing such as plywood shentra tte)anm«dryse 1. J� 4 WAS y-
DATE: 6/20/2014 a designer, a.zs Impact bringing or acral brecog required vinare shown..
4.No lona should beappged to any emn,mmm until after all bracing and 4.neallaeon of truss is Me responsibility of Me respective connector, OP 4F' CT F,P
SED. : 5968432 astenem are complete and at no fine should any loam greater Man s.Design assumes trusses are to be used In a non-conereve environment �r C
motion loads be applied to any componened are air'My condim�of se. ,y
TRANS ID: 401529 5.Compurms has no control over and assumes no responsibility ler he 6.Design assomor full became at all supports shown.shim o,wedge it
rabrieatioq handling,shipment and installation olcomPonenis. 7,Design eeaumes adequate drainage is Provided
6.This design is Nmbhed subject to the llmnaAons set form by 8.Plates shall be located
pp��on both Mesa of trues,and placed so Meir center
SI,copies of
nto,lines.
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III(IIII IIII IIII TPIAWTCA In GO MTe $AOC ICOTpdTlllS r$OflW8f27.66(1 L)-E request tg.Forbasicbasic cmdnnevam�opltetlsign values see ESR-1311,ESR-T 988 R%Tek) '!-O� J�AC11398 w
5 OrgAa Indicate size Ot telinches. aale-
--- �SS�ONALE�C
VIII III III This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN T- 7.9' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Gq=1.00
TC: 2x4 OF M1&BTB LOAD DURATION INCREASE = 1.15 1-2=( 0) 100 2-4=1D) 0
BC: 2x4 OF ISPAC ED 21 O.C. 2-3=(-138) 75
TC LATERAL SUPPORT - 12'OC. UON. LOADING
25.(1BC LATERAL SUPPORT c= 12'OC. UON. LL( 25.0 7.0) ON TOP CHORD = 32.0 PSF BEARING MAX VERT MAX NONE SHE PEOUIRED BAG AREA
DL ON ROTTOM CHORD = 10.0 PSI LOCATIONS REACTIONS REACTIONS SIZE III (SPECIES)
OVERHANGS: 23.0' D.C. TOTAL LOAD = 42.0 PSH 01- D.C. -98/ 502V -35/ 161H 5,50' C,80 DF ( 625)
1' 9.2' -99/ 266V 0/ ON 5.50' C.43 DF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 71- 7.9' -87/ 111 0/ ON 1.50' CAD OF ( 625)
G,GN,CIB,CNIB (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND Y. Oes ign checNetl for nett-5 osfl u0l ift at 24 "oc sgac ino
REQUIREMENTS OF IBC 2012 AND IRC 2D12 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' Allowetl = 0.192'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.039' @ -1'- 11.0' Allow do = 0.256"
MAX BC PANEL LL DEFL = O ADS" @ 1'- 0,1' Allowed = D.D53"
MAX BC PANEL TL DEFL = -O.ODB' @ 1'- 0.1' Allowed = 0.071"
MAX HORIZ. LL DEFL = -0,001' @ - 7.1"
MAX HORIZ. TL DEFL -0.001" @ 7'- 7.1"
Design conforms ne main qui nladdingr criteria
12 system and components and sledding criteria.
6.25
Wind: 140 mph, h=20.5ft, TCDL=40,SCDL=6,0, ASCE 7 10,
(All Heights), Enclosed, Cat.2, Exi MWFRS(Dir),
load duration factor=l.6,
Ali / Truss designed for wind loads
in the plane of the truss only.
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JOB NAME: LENNAR 2892-E MARQUAM ENGLISH Sl Scale: 0.5230 MFRp R 111-O�-0
WARNINGS: GENERAL NOTES,unless commese noted: EXPIRES:12/31/2015
1.Builder and erection contractor should be advised of all General%tea 1.This design a based only upon Me Parameters shove and is ler an individual
Truss: $l13 and warnings before conswemn commeacea. CmlJAg component.Applicability of design parametem and proper
2.zx4 compression vreb bracing most be insmlled"ere abeam s. crporatsumason of Me top and ttomcnt responsibilityofMebmlafoceatdesigner. �k�'RRILLB
3.Motional temporary hosing to Insure stabmty duo censburnon z.oa:ian ssumes Me rap and mnem me,esm be laterally bra�edm
DES. BY: LA Is the reeponsibity athe Greater.Addreobal permanentme,, of 2a.c.and at ac.respectively unless bra:Gd throughout then length by ,J� WAS A,
Me overall sbuGA,e is Me rasPenMbai IMG mil or Mnaoasaneathma such as Plywood sheaMmg(TO)andsor carries It
DATE: 6/20/2074 No a ane,. a 2x Aran..hritlgingm latera@racing requimc whare anown.. Q, �O �ifn. lea
4.No load should be applied to any component until after all bracing and 4,Installation of truss is Me responsibility o1 the reapoe ve contractor. /J .L pT
SEQ. : 5968433 fasteners are complete and at notmeshould any loads greater Man 5.Design assumestrussesamtobeused'lnanon<mmaNeenvironment, �e p
design bade be applied to any component. and re Amy condition f use y
TRANS ID: 401529 s.CompuTrus has no control over and assumes no ospoosmnny me me 6.Cbi assumes All beach,at all supports.hewn.Shim or wedged
f gnicaeoq handling.shipment and installation m component. 7.Design equassumes adequate drainage is rovlded. 0
6,This design is Armsbed subject to Me Inumbens set form by M Plates shall be located on both faces is and placed so their center
III VIII(IIII VIII VIII VIII VIII IIII IIII TPIMRCA in BCSI copies of xfilrh vnp be furnished upon request, if Inum Dime indioate a alai palcenter ate in iocpq. 4'
MITek USA, OG/Compo llS SOftivare 7,66(1 L)-E 10 For basic connector plate design values see ESR-1311,ESR-1 988 dill �O ,pS 51398 A(I
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