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DEC 9 201
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®Copyright CompuTrus Inc.2006
BUILDER: ISSUEDATE ABOVE PLAIN PROVIDED FOR TRUSS
LENNAR 05/27/14 Russ CALC°UU%TIO SAND
PROJECT TITLE: REVISION-1. ENGINEERE.'TRUGTURu
DFAWINGNGINEEL F RECR lum er
LENNAR-2448A LARWOOD AMERICAN GRnAT'°N.
DE6IONSIBLEF RAL N RECORD
TRUSS
PLAN: Y DRAWN BY' JP REVISION-2: TO TRUSS
FOR ALL NO&ILDIN
TO TRUss CONNECTIONS.BUILDING
1 / A CHECKEOBY: DEREVIEW NDAPPRO APPROVE
& TR U S S
REVIEW AND APPROVE OF ALL COMPANY
DELI VERT LOCATION: SCALE' REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
1/8" = 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
1
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41741' _
0 CopydgM CompuTms Inc.2006
BUILDER: ISSUEDATE ABOVE PIAN PROVIDED FOR TRUSS
LENNAR 05/27/14 TRUSS CA"-CULATiONS AND _
ED SIR
PROJECT TITLE.' REVISION DRAWINGENGINESFORALL FURUCTUTHER
LENNAR-2448A LARWOOD AMERICAN INFORMATION BUILDING
um er
DESIGNEWENGINEER OF RECORD
PLAN: DRAWNBY- JP REVISION-P:
RESPONSIBLETRUSSPORAOLL NOPoM
TO TRUSS CONNECTIONS.BUILDING
1 / A CHECKED BY DERIE EW
AND GNEWIAPPROVE R OF ROF ALL TO s p 1 , C ( C O M P A N Y
DELIVERY LOCATION: SCALE REVISION-3' DESIGNS PRIOR TO CONSTRUCTION. R TRUSS �
1/8"= 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
4
MiTek USA, Inc. / CompuTrus Software
Warnings & General Notes
WARNINGS:
1. Builder and erection contractor should be advised of all General Notes
and Warnings before construction commences.
2. 2x4 compression web bracing must be installed where shown+.
3. Additional temporary bracing to insure stability during construction
Is the responsibility of the erector.Additional permanent bracing of
the overall structure is the responsibility of the building designer.
4. No load should be applied to any component until after all bracing and
fasteners are complete and at no time should any loads greater than
design loads be applied to any component.
5. CompuTrus has no control over and assumes no responsibility for the
fabrication,handling,shipment and installation of components.
6. This design is furnished subject to the limitations set forth by
TPIIWTCA in SCSI,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)andlordrywall (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, ESRA988(MiTek).
I+,IO �1�p PRO- ,
S
+� wr O �`� {yIN@F oy
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y 1 f I
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24243
tl, EtYS1ER�� A.JOY��c'
' �SrONAL
613011
VIII III IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 17'- 3.0' 44�11esign checked for nMILLpSL uplift at 24 'oc spacing,L
TC: 2x4 DF w16BTR LOAD DURATION INCREASE = 1.15
BC: 2x4 DF 416BTR SPACED 24.0' O.C. Design conforms to main windforce-resisting
system and components and cladding criteria.
TC LATERAL SUPPORT <= 12'00. UON. LOADING
BC LATERAL SUPPORT <= 12'GO. UON. LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF Wind: 140 mph, h=21.3ft, TCDL=4.2.BCDL=6.0, ASCE 7
DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.e, MWFRS(Dir),
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF load duration factor=1.6,
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc Truss designed for wind loads
M,M20HS,Ml BHS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall JUN.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M-1x2 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP complete specif is ations.-- I
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
8-07-08 8-07-08
12
12
6.00 D I'M-4x4 Q 6.Do
for m
or o
<I _ �e
�1— — rrriirr >Trrr�z��r� D PROFFS �co
51
M-3x4 M-3 QE171
L 2-00 17-03 6 ? NNP
�O Y 14. 20 P}
MFRRI0-6
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN Al Scale: 0.4095 EXPIRES:y11{{2��/3��1/2015
WARNINGS: GENERAL NOTES,unless othromea pled.
1. emaerand election contradorshould boadmam of all General Notes 1.This design Is based only upon the parameters shown and Ts for an imrvmual WAS
Truss: Al and Moo s cefore consbumfon commences. bulaing component.Applicability o1 design parameters and proper
z.20oomprageon web bracing must be maned where shown a Incorporation of component re the responsibility of running designer. C 0 O F
2.Design memene the top and bottom chose mm worst,braced at
a is the nm temporaryof the
bracing um stability penman ng no bracing
o 2'be.em at 10'oc.respoefirely unless burred mrouohout their length by
DES. BY: MJ is ma asponsmlllty Dune ercuor.aeaumnat permanent rating of commmoussceamlrg soon as byword sneammgRe).nwordrywanfec7. / 'Z
DATE: 6/5/2014 me overallswdmre in rcsponsimny Dune bummg eesgrwr. a.z.Imped bddgingor Meal radng mooned wnam shown..
4. No med snoop wbe applied m any component after am bating and 4, in autmn oftruss is the responsibility of the respective contractor
SEQ. : 5951672
lastenersare rryiete and at no lime should any bads greater than 5.Design aumes Imsses are to be used In a norvrenosom enaronmern
design loads be applied to any connection, nA are for-dry conddbn-of use.
TRANS ID: 400451 i s.comminute has no control oyer and assumes no responsibility for the m.amen
an7 umes And uodng at al supports In.,Shidge m or wes ep 51398 ��
lapieam nenmirg,stastatementmeera mseufro IComPanenb. Design mucegas
n s rom
es oo m are ag permanent OF E'G/ ltd
'pI N a.Th design is fumuhed o
eject to the Monsters t loft by a Plates sit k to wn„ted ce both faces of Muss,and hood so their csmer FS SI'6 G t
Ilillllllllllllll(IIII(IIII VIIIIIIIIIIII IIII Prvv ca acsl op softy ¢nw fcem p dupon request a oga emctlt hal gator o S70NAL
MiTek USA lnc/CompuTms Sof6vare TO 6(1LJ-E 10 For basic connector pate design Imes see ESRun ESRC aide(InlTep
11111111111111 This design prepared from computer input by
PACIFIC LUMBER-BC a ' • A
LUMBER SPECIFfCATIONS TRUSS SPAN 17'- 3.0' • . IBC 2012 MAX MEMBER FORCES 4WRIGDF1Cq=1.00
TC: 2x4 OF M16BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 101 2- B=(-166) 915 3- 8=(-273) 220
BC: 2x4 OF M10BTB SPACED 24.D' O.C. 2- 3=(-1103) 269 B- 6=(-206) 915 0- 4=( -32) 460
WEBS: 2x4 OF STAND 3- 4=( -827( 173 B- 5=(-273) 220
LOADING 4- 5=( -827) 173
TC LATERAL SUPPORT r- 1210C, UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSE 5- 6=(-1103) 269
BC LATERAL SUPPORT c= 12-OC, UON, DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) 101
TOTAL LOAD = 42.0 PEE
OVERHANGS: 24.0' 24.0'
LL = 25 ESE Ground Snow (Pg) BEARING MAX VERT MAX HORZ BHG REQUIRED ERG AREA
Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 01- 0.0' -1681 953V -941 94H S.SD' 1.52 DF ( 625)
M,M20HS,M10HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 17'- 3.0' -1681 952V 01 OF 5.50' 1.52 OF ( 625)
BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP CORD 2: Des' c t - sf uplift at 24 "so Spacing-.]
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = 0.04D' @ -2'- 0.0' Allowed = 0.200"
MAX TL CREEP DEFL = .0.046' @ -2'- O,D' Allowed = 0.267'
MAX LL DEFL = -0.025' @ 8'- 7.5' Allowed = 0.817'
MAX TL CREEP DEFL = .0.058' @ 11 7.5' Allowed = 1.009'
MAX LL DEFL = 0.040' @ 19'- 3.0' Allowed = 0.200'
MAX TL CREEP DEFL = -0.046' @ 19'- 3.0' Allowed 0.257'
MAX HORIZ. LL DEFL = 0.012' @ 161- 9.5'
MAX HORIZ. TL Di = 0.019' @ 16'- 9.5'
B-07-06 8-07-OB
Design conforms to main wintlforce-resisting
4-07 4-00-08 4-00-08 4-07
System and components and cladding criteria.
Wind: 140 mph, h=21.3ft, TCDL=4.25BDDL=fi,o, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.8, MWFRS(Oir),
6.00 D 11M-4X4 Q 6.00 load duration factor=l.6,
4 D„ Truss designed for wind loads
4 in the plane of the truss only.
1,
M-1.5x3
m c af D.i PROFESS/
e9
2
IlM-3x4 M-3x8 M-3x4 E
8-07-08 B-07-08
L L l ( 9G OREGONNbs qty
2-00 17-03 2-00 �O qY 14, a(3 P+
MFR R 10-
JOB NAME ; LENNAR 2448-A LARWOOD AMERICAN - A2 Scale: 0.3209 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unless otenwbe noted
1.eowernnd sinecures cosrenorshose be edysea Drell G...cal Nines 1.The design re based only u,oathe pnionsursshown antl is fares individual J� WA3p.e
Truss: A2 aMarines before c.ustrodan commences. building component.Applicability of design Parameters and paperp WW T
z.2x4 completion wcb bracing mush be installed whore shown+. uotvoraran or componas O the responNNtity or me building dasener.
3.Additional temporary bracing to stueila Suns winos 2.oe sonumes me top am bosom chase to be naturally braced at
porary g Y during 2'o.c.end et tat'o.c.respenNely unless brecetlthroughout their lengld DY fe O
DES. BY: MJ sine responsmlllty pfineerenor.Atltlhm.al Permanent bracing of continuous sheamlrm such as plywoed shemhingi amror d"alli 'Z
DATE' 6/5/2014 the overall structure is the responsibility of buisirq designer, ata Impact bm,in,or lmeramraung required where shown++
4. No load should be applied to any component until after all bracing and 4. InstaWllon of truss is the responsibility or the disperion contractor.
SEQ. : 5951673 fasteners are complete and at no in.should any Ones greater than 5.Design assumes trusses are to be used in a nen-cunceve sommument
oaten loads be applaud tu any component. am are far-it,cooatim or use.
TRANS ID: 400451 s.compurme has no control over am assumes no smons;bil"far the B.Design anuses full b an.,at all supporta shown.Shinn or w age it 4
rabacatsm handling.shipment and istullatmn of components. zoese assumes adequate drama provided.
51398
e.This des furnished Steen co the amimgons tam mend equa drainage iof ru "/ate �1'GISTCR�
IIIIIII VIII VIII VIII VIII VIII VIII IIIIII sols l y a.Plates onborlinesth of ruse, placed so their center F
TClnvrcA mecsl,soviet or vmmn will the minimae upon request Imps coincide won pled tamer.nes. SgIO OG
e. Deas Indicate one of prate in manes. NAL
M;Tek USA,Inc./CompuTrus Software+7.6.6(1L}E 10 Foroasco comesor plate Poser values see ESR-1311,ESR-1988(listed
VIII VIII I'll This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 OF 41&BTR; LOAD DURATION INCREASE = 1.15 1-10=( -341) 115 1- 8=(-170) 6BO 3- B=( 0) 382
2x6OF SS T1 SPACED 24.0' O.C. 1- 3=( -886) 243 B- 5=(-269) 877 B- 4-(-219) 132
BC: 2x4 OF M1&BTR 2- 3=( 0) 0
WEBS: 2x4 OF STAND LOADING 3- 4=( -819) 290
LL( 25.0)4 DL( 7.0) ON TOP CHORD = 32.0 PSF 4- 5=(-1063) 345
TC LATERAL SUPPORT <= 12'OC. UON, OL ON BOTTOM CHORD = 10.0 PSF 5- 6=( 0) 101
BC LATERAL SUPPORT <= 12.00, UON, TOTAL LOAD = 42.0 PSF
- - - - - - - LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BRG REQUIRED IRS AREA
NOTE: 2x4 BRACING AT 24'00 JOHN. FOR LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
ALL SLOPING TOP CHORD AREAS NOT SHEATHED-SS LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -606/ 121V -89/ 77H 218.50" 0.19 OF ( 625)
-------------------- REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 1B'- 2.5' -694/ 1387V 0/ ON 218.SD" 2.22 OF ( 625)
35'- 0.0' -203/ 959V 0/ OH 5.50" 1.53 OF ( 625)
OVERHANGS: 0.0' 24.0' BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
M-1.5x4 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. COND. 2: Design Checked for net -5 sf a lift at 24 'as s acin .
vertical members (uon). VERTICAL DEFLECTION LIMITS: 1-1-=L/240, TL-L/180
Connector plate prefix designators: MAX LL DEFL = -0.020' @ 30'- 6.7' Allowed = 0.817'
C,CN,CI8,CN19 (or no prefix) = Chair Inc MAX TL CREEP DEFL = -0.048' @ 26'- 6.2" Allowed = 1.OB9'
M,M20HS,M18HS5M16 = MiTek MT seriesMAX LL DEFL = O.D40" @ 37'- 0.0" Allowed = 0.200'
MAX TL CREEP DEFL - -0.046' @ 37'- 0.0" Allowed = 0.267'
IS
EFER TO COMPUTRUS STANDARD MAX HORIZ. LL DEFL = D.010' @ 34'- 6.5'
ABLE END DETAIL FOR COMPLETE MAX HORIZ. TL DEFL = D.016' @ 34'- 6.5'
PECIFICATIONS. Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=22ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Ca-.2, Exp.6, MWFRS(Dir),
load duration factor=1.6,
2-00 35-00Truss designed for wind loads
in the plane of the truss only.
25-06 2-10-OB 4-01-06 4-06-02
12 =M-4x4+ 12 12
6.Do 6.00 Q 6.00
M-3x6+ M-3x6+
M-4x6
�QE0 PROFFS
M-1.5x3 �� E LG/ INE 9 i0
$$
M-3x400 + Q� y E 9r
M-3x4 0
o
7 Continuous bearing M-3x6+ M-3x4 M-3x4 -7` OREGON1b
26-06-04 6-05-12
2-00� 35-0002 p MFRR1
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - B1Scale: 0.1777 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unle55otherwkanolnd
1.Builder and erection contractor should be adrsed of all General Notes 1.This design 6 based only upon the parameters shown antl is far an individual
Truss: B1 and Wamines before construction commences. bmgirg compared,Applicabimy of design Parameters and properJ OF WA ),
2.beef mmPrena.h web bmGrmanaged q must be aged whore sho +. come much of component is the responsibility of me bulaine designer. e' y C tc
3.Addnionmtempamrybmdngtoinsuremabartyadding conntmGion 2.Desgnassumesthetandbottomchantstobemmrellybracedal
DES. BY: MJ is the responsibility of the erector.Additional parmanem bracing of 2' and at ln'ox,respectively unless braced throughout their length by A O
continuous sheathing such as plywood sheathingi ands drywall(ec7.
DATE: 6/5/2014 the oarell Swdure as the reasonable,of the bwaing designer 3.2x Impact badging or lateral mating required Mere shown++
4. No load should be applied to any component nm after all bradrq arm 4.Installation of name is me responsibility of the respects m contractor.
SEQ. 5951674 fasteners are complete and at notime should any loads greater than 5. Desgn essander".as.,a to be dsauin a non-comosivo emronmont
design loads be applied to any component, and are for'di condiion'close
TRANS ID: 400451 5.comyurmt hes no control over and assumes no responsibility for the 6, Damem assume full at all supporta Shown.Shim or wedge if 51398
(Saturated handling,shipment and instaaation of components. 7.Designnessmat adequate mount,Ia promeae. �O ��'CfS1'Eg� �
i 6,alis design is fpm6hee subled to the tantrums Set form by a, alines than ba located on both feces of may.and 'aced so meir mer
IIIIIIIVIIIVIIIIIIIIIIII'JIIIIIhyllllllll nI vcAmecsl,coviesof mmhwalcemm6nedupon request
Iloatmiducesyoup6tantnanche. srIONAL
G
I If I III Digits indicate whin
of t cents,
in Inches.
MiTek USA,InclCompuTrus Software 7.66(1 L)-Z 1n,For basic connector plate design values tee ESR-1311,ESR-1988 mrTed
VIII III III This design prepared from computer input by
PACIFIC LUMBER-BCLUM
e
TC: SPECI#488TIONS "� TRUSS SPAN 35'- 0.0' r w IBC 2012 MAX MEMBER FORCES 4Wfl/GDF/(-213)0
TC: 2x4 OF Ill MB TR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 101 2. 9=(-425) 2210 3- 4=(-263) 185
WEB2x4 OF 8160TH SPACED 24.0' O.C. 2- 3=(-2593) 536 9-10=(-291) 1852 9- 4=( -19) 459
WEBS: 2x4 DF STAND 3- 4=(-2349) 508 10-71=(-278) 1853 4-10=(-663) 242
LOADING 4. 5=("1662) 442 11- 8=(-433) 2214 10. 5=(-243) 1103
TC LATERAL SUPPORT - O ].0) ON TOP CHORD 32.0 PSE 5. 6=(-1662) 457 10. 6=(-668( 241
12-OC. DON. LL( 25.0)�OL
I
RC LATERAL SUPPORT = 12'OC. DON. DL ON BOTTOM CHORD 10.0 PSE 6- -(-2351) 531 6-11=( -35) 472
8
TOTAL LOAD 42.0 ESE ]- =(-259fi) 564 11. 7=(-268) 205
OVERHANGS: 24.0° 0,0'
LL = 25 ESE Ground BnDW (Pg)
Connector plate prefix prefix)
designators: BEARING MAX VERT MAX TIO2 BIG REQUIRED SPG AREA
C,CN,CI8,CN1B (or no prefix) ries rue, Inc BOTTOM CHORD CHECKED FOR A 20 ESE LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SD.IN. (SPECIES)
M,M20HS,M18HS,M16 NiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 0'- 0.0' -287/ 17V -188/ 201H 5.50' 2.]3 OF ( 25)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM of 10 PSF. 351- 0.0' -198/ 14I06
V 01 OH 5.50' 2.35 OF ( 625)
(ONO. : Desion chocked for net -5 sf) uplift at 24 'oc s acro .
VERTICAL DEFLECTION LIMITS: LL=1-1240, TL-L/180
MAX LL DEFL = 0.040' @ -2'- O.D' Allowed = 0.2DO'
MAX TL CREEP DEFL = -0.046' @ -2'- O.D- Allowed = 0.267°
MAX LL )EFL = -0.122' @ 17'- 6.D' Allowed = 1.704°
MAX TL CREEP DEFL = -0.289' @ 17'- 6.D' Allowed = 2.272'
MAX HORIZ. LL DEFL D.053' @ 34'- 6.5'
MAX HORIZ. TL BELL 0.088' @ 34'- 6.5'
Design conforms to main windforce-resisting
system and components and cladding criteria.
17-06 17-06 Wind: 140 mph, h=23.5ft, TOOL=4.2,BCDL=6.0, ASCE 7-101
(All Heights), Enclosed, Ca1-2, Exp.B, MWFAS(Dir),
6-02-05 5-07-13 5-07-13 5-07-13 5-07-13 6-02-05 load duration factor=1.6,
Truss designed for wind loads
12 12 in the plane of the truss only.
6.00 M-46 Q 6.00
4.0"
5 f
M-Sx6(S)
3.1'
0.25" M-3x4
M-1.5x3 + M-1.5x3
+ + E[9 PROfFs
INE
m \ w E f
9 1 8p
o M-3x8 M-3x4 "25° M-3x4 M-3x8 0
M-5X8(5) T OREGON
1- Li a
SAY
9-00-04 8-05-12 8-05-12 9-00-04 Q 14r 2 P}
2-00 35-00 MFRRIIL
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN - B2Scale: 0.1775 EXPIRES:12/31/2015
WARNINGS: GENERALNGTES,unless dM1e,wisermad
1.Builder and erection contractor should be adi of all General Notes 1.This desmon 6 based only upon the parameters encore and is for an ird'ridual Wim_ eA.
Truss: B2 and Wamings before construction commences. beldeg componsm.AfNicaelny ofdasign Paramlers and p.am p p4 HrW, lT
3.2x4 compression nab bracing must be installed where shown a ooN,.hall of component'a me responsibility of me bankers desgnec
3.Additional tenporery bracing to Insure stability during conslNcllon 2.Desmon assumes the top and tohom chomis to be Ute2N breted at
DES. BY: MJ les the responsidtyofthe product.Additional permanent brscing of ro.c. nd ashorthand IBBar.respectively unless throughout their length bycontinR O
the merall structure ache responsibility of the beading designer. 3,atm Impact suc gywo nhere shown-mywaaeBe). / 2
DATE: 6/5/2014 re da ng or thteralbmangregethewhpresnawn+.
4.Nolead meshoedto mlete an to any component any loans
eneatertracing and 4.Installation ass of Isms mspobe neer of the
SED. : 5951675 fastenersare rompleeand
anymici,rprent. arym esgreamnhan s.andaraor'mesm,aaesaofuse. eaeanpR pnosiwen ronment,
eeawn bads be applies m dry rrand assum and are rot"dry son bears oft a.
TRANS ID: 400451 s.cempuTms has nocdntromw:ramassumes no com,renenM forme e.necesssaassumes on bearing a,ah supports shown.shim or wadge it 51398 �
fabrication,herMling,shipment and installation of components. 7.oesgn assumes adequate dralaeoeea provided. ��p �ACjg�3R��lp.�Q
a.This desgn is furnished subject to the limitations set forth by 9.Pleles shall be Imeled on both faces of tube,and placed so their center
IIIIIIIVIII(IIIIVIII(IIIIVIIIIIIIIIIIIIII TPIVVECAinBCSI,copes ofMi.harm N,umkheduponreque lines relnWewith pint center lines. SsIO G
e.owns includes size of plate in eche. NAL
MiTek USA,Inc./CompuTlus Software 76.6(1 L)-E to.For bask connector plate design values see ESR-1311,ESR-I988(MiTek)
VIII IIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- O.D' Sign Checked for nett-5 usf) uplift at 24 'oc specific.
TC: 2x4 OF k16BTRLOAD DURATION INCREASE = 1.15
BC: 2x4 OF m16BTN SPPCED 24.0' O.C. Design conforms to main windforee-resisting
system and components and cladding criteria.
TC LATERAL SUPPORT <= 12'OC. LON. LOADING Wind: 140 mphAll
t, TCDL=4,2,BCDL=fi.O, ASCE 7-10
DL IN BOTTOM CHORD = 10.0 PSF
BC LATERAL SUPPORT <= 12'OC. UON. LL( 25.O�a0L( ].O( ON TOP CHORD = 32.0 PSF (All Heights(, Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor-1.6,
Unbalanced live loads have been TOTAL LOAD 42.0 PSF Truss designed for wind loads
Connector
far this ix sign. LL = 25 PSF Ground Snow (Pg) in the plane of the truss only.
Connector plate prefix designators: truss on continuous bearing C,CN,CI6,CN1B (or no prefix) = ru s, Inc LIMITED STORAGE IDES NOT APPLY DUE TO THE SPATIAL Gable end g wall UON.
M,M20HS,M18HS,M16 = MiTek MT series raes REQUIREMENTS OF IRC 2012 AND IRC 2012 NOT BEING MET. Ref
or equal typical at stud verticals.
Refer tcConpuTrus gable end detail for
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP eon plate specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY.
17-06 17-06
11-08-10 5-09-06 17-06
12 iiM-4x4 12
6.00 3 Q 6.00
M- do
3x6(5)
I
or- 9
� M-3x66(8)
M-3x4
17-06 17-06 L, 'ti,9y DN'N
2-00 35-00 'SFR RII�-0P
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN B3Scale: 0.2364 EXPIRES:12/31/2015
n➢i��
WARNINGS: GENERAL NOTES,unless commentaries, �fsE"""A•B
t Enactme,M started contractor should be emAdee of all General Notes 1.The design Is based only upon the parameters shown and h for an Individual A,
Truss: B3 and wemings before construction commences, building component.Applicability of design parameters and proper p9 OY WA -'f
' 2.2.4 compression wab bradng must be Installed where an.. Incorporation of component is the responsibility of the building designer. , ,�
2. Desi assumes the tops and bamer chords to he latarstiy ended at
Q
S. isthAdde aaNemporaofthry edgd r.Ad sionalptabury rreanconsecingo 2'o.c.and atl0'o.c. boadelyunless brandthroughout their k lhby fT O
DES. BY: MJ is the responsiamy of me ereaor.Additional pe,m.nem Lctae of continuous sheathing such as Overpaid memmnglTc).nwor drywwlI GL 2
DATE' 6/5/2014 the Oman swcture is the responslamy of the bwlmng designer. 3.2x Impact bcaing or lateral Immune required where shown»
m /
4. No load should be applied any component unit after all bramqm a 4.Installation of truss is the respoosiNmy of respective compactor.
SEQ. : 5951 676 Amours are complete and n no time should any mads eremerman s.Design assumes trusses are to be used In a non.monosma enrdronment.
design iwds be applied to any component and are for oebt coronion of use.
TRANS ID: 400451 s.corriaunna has no comm over and assumes no responsmilm for the a. Desdinsign ssu slut Ceanng al al supports smown.Shim or wedge it k 51398 xy�
predictionna,wlir,p,an lime t me mmameuon of corrgonents. T Gamutextreme drainage is wee. CF. <'Cfg7'ER�
6. Tn eerie 'a lmimed bias In me managers set conn my a PIN sort he loaned Inthf �i d Placed so mai,ca mer FS
IIIIIII VIII VIIIIII�VIIIIIIIIIII�IIII IIII TPWRLA'n BL51.-pies IwTkh coals NmLshed uWnrMueA B D9dugcgt slow of Mml'mpmin l lines,— S�ONA1.Gs-
I11 NTek USA Inc.ICompu`Ews Software]66(1L E 10,F basic connector pate design I ssee ESR-tats ESR1e880Arzep I
_ r
SLUMBER-BCretl froma computer input by
IIIIIIIIIIIIII PThis ACIFIICt
L
TC: SPECIFICATIONS TRUSS SPAN fi'- 5.0' ' IBC 2012 MAX 5 MEMBER5-3=( FORCES 1 4WIIGOFICq=1.00 �•
TC: 2x4 OF #1&BTR LOAD DURATION INCREASE = 1.15 1-2=( -10) 5 5-3=(-113) 160 5-2=(-190) 105
WEB2x4 OF SIMBTI SPACED 24.0' O.C. 2-3=(-136) 713
WEBS: 2x4 OF STAND 3-4=( O) 50
LOADING
TC LATERAL SUPPORT <= 12'00. UON. LL( 25,0)ADL( ]A) ON TOP CHORD = 32.0 PSF
BC LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM COAD = 10.0 PSF BEARING MAX VERT MAX BIG REQUIRED BIG AREA
L
TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS
S 515E SO,IN. (SPECIES)
OVERHANGS: 0.0' 12.0" 0'- 0.0' -30I 262V -114I 44H 5.50° 0.42 OF ( 625)
For Hanger specs. - See approved plans LL = 25 PSF Ground Snow (Pg) 61- 5.0' -62I 411V DI ON 5.50° 0.66 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Connector plate prefix efix)ria tors: GOND. 2: Desi n checked for net -5 sf uplift at 24 "oc s acro .
C,CN,CI6,CN18 (or no prefix) = ries nus, Inc REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
M,M20 HS,M18HS,M ifi = MiTek IT series VERTICAL DEFLECTION LIMITS: LL=51240,Allowed
BOTTOM CHORD CHECKEDLIVE
FOR 10PSF LIVE LOAD, TOP MAX LL DEFL = D.002° @ 7'- 5.0' Allowed = 0.100°
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = -0.003' @ 7'- 5.0' Allowed = 0.133°
MAX TC PANEL LL DEFL = 0.125' @ 3'- 2.1° Allowetl = 0.403°
0-03-12 6-01-04 MAX TC PANEL TL DEFL = -D.144' @ 3'- 2.0' Allowetl = D.605°
12 MAX HORIZ. LL DEFL = 0.001' @ 5'- 11,5'
1 M-1.5x3 Q 6.00 MAX HORIZ_ TL DEFL = 0.001' @ 5'- 11.5'
Design Conforms t0 main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=15ft, TCDL-4.2,BCDL=6.0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
Truss designed for wind loads
in the plane of the truss only.
m
0
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ro
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0
M-1.5x3 M-3x4
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JOB NAME: LENNAR 2448-A LARWOOD AMERICAN - C1 Scale: 0.5472 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,un posethenNsenotedaddproofed9_&SWULL 8
1.Builder aeon contngor should be aONow
sed of all General Notes 1.This design k based only upon the parameters shown and is for an inlimunl P•
Truss: C1 and Warnings before construction oommances. building con,amem.ApWicebsty,of design parameters and proper p1 04 WASfj )
z 2x4 compression wee Immune must ee installed where showd.. corporation of breampm m the,esponsibnay come Wild,q designer. Q- �Q O F
3.Additional temporary Bracing to burns stibiltty during conswdien % Design assumes me alp and bottom chords to me aterally Ended al O T yl
DES. BY: MJ ismeresparefloulyoftbeeredon Addcionot permanent empire of tin..and d to'o.c.respedroely unless b-a.aa mroagnom mein length by ,� O
the overall structure the res ell of building ads linuous sheathing such as plywood sheaming(re)anchor drywall(Rc1. 'G
DATE: 6/5/2014 ponsi M. g gner. 3.a Impact bridging or lateral bmdng required variant shown.. /
4.No lode should be applied to any component until after am bracing and 4. Instillation of truss is the responsibility of the mapedive contractor.
SEQ. : 5951677 fasteners are complete and al no erne should any loads greater than 5.Death macmes misses are to be need in a nor.donosme ersiromrwnt
design loads be apgletlm any drmporent. and are for'mcondidem of use
TRANS ID: 400451 Compurms has no comrm over and assumes no responsisli for the &Desiggn assumes full pending at all supreme shown.shim orwedgeIr 51398 N
rami.auor,nardlirg,shipment dna mal.n.aor or compensate. ].Desgn assumes adamends brammeis pmsided. �Op $Z-0c Rp W
e.Tumbased ismrnlsnedsaeledmmerrnbmionsset mnney a.platinsham belocateeonnomalasorwss,and vlaadsomarcumer FS G
IIIIIIIVIIIIIIIIVIIIVIIIVIIIVIIIIIIIIIII will 9.01 eofplateininches. SIONALI�
MTek USA,Inc./CGmpuTrus BOflWdrd 76.6(1 L)-E 10.For best.conned.,plate design values see ESR-1311,ESR-1988(MiTek)
VIII III II IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 10'- B.D' COND. 2 Design checked for net -5 t at 24 °ac s acro .
TC: 2x4 DF k1&BTA LOAD DURATION INCREASE = 1.15
BC: 2x4 OF MI MB TA SPACED 24.0' O.C. Design conforms to main windforce-resisting
system and components and cladding criteria.
TC LATERAL SUPPORT o- 1210C. TON. LOADING Wind: 141] m h h=15f t, TCDL=4.2,BCDL=6.0, ASCE ]-1D,
BC LATERAL SUPPORT o- 12'00. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF All ph, t Enclosed, Cat.2, Exp.B, M7-10, it
DL ON BOTTOM CHORD = 10.0 PSF ( A ), ),
Connector plate prefix designators: TOTAL LOAD = 42.0 PSF load duration factor=1.6,
0,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc Truss designed for wind loads
M,M2DHS,Ml8HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gableend truss on continuous bearing wall LON.
REQUIREMENTS OF IBC 2D12 AND INC 2012 NOT BEING MET. M-1x2 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR 10PAF LIVE LOAD. TOP
complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
5-04 5-04
12 12
6.00 7, 1iM-4x4 Q 6.00
3
M 4
V —
0
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M-9x4 M-3x4 li PRONEFFss
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2-00 10-06
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JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - D1 Scale: 0.5744 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unless omerw¢e noted:
L suit dram erection commoter sbmaa be advou d of all General Notes 1.This design IS based only upon the parameters shown and is for an rodimdual a.A 4 WAst RI'
Truss: O1 and Wettings before construction wmmenaes. bommig component.Applicability of option parameters and proper V
2.2x4 compression web bracing must be installed where shown+. corporation of component is the responsibility of the building designer. O C T
].Addnionaltemporary bracing to Insure stability during commando 2.De sgn assumes the top and bottom chords to be laterally braced at qP C T F�
DES. BY: MJ ego,and at 10 pi respemvely unless braced mrougnom their length by ].. O
is the respordefty of the erector.emotional permanent bracing of continuous sheathing such as plywood sherathini am/or dome lRBL). 't
DATE: 6/5/2014 the overall grounds is the reapon,iaety of the building designer. 3.2x Impact bridging or lateral bracing required mere shown» /
4. No load should be applied to any component until after almracing add 4. Installation Of is the martini m the respeclye contractor.
SEQ- : 595167$ hesomersamcomplete and atnotimeshould any loads greater than 5.Design assumestrutsesam to he used in anonconoaiveanvimnment,
design loads be.,pled to any component. add are for'iry coMhion'Of use.
TRANS ID: 400451 5.CompuTms has no control over and assumes no responsibilM for the e. esgn assume full bearing at ae supports shown.shim or wedge if 51398
Irohwuon,handling,shipment Design eu
. c ect,thegmnatipn of co math by s. T,oast uheeI adequate tedonboth do a is ro ss,an �A �ACISTE¢�
s.Thusdesignisfumishedis ofwruhandbe fumsset foo r a.Pies indbebcatetl center
rines o�tmss,and placed so their anter r_0
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TPIN✓fcA in BCGl,copies of which wnl be furnished upon request. B.lines window
imimmento am ojoint
pate hSndnes. • ss`�NAL�O `
'n1 II MiTek USA,IOC./CompuTrus Schware 7.6.6(1 L)-E 10.For bask connepor plate design values sea Eii 311.ESR-988ufloi
IIII III II IIII This design prepared frome computer input by �-
PACIFIC LUMBER-BC
LUMA
TC:BEP SPECIFICATIONS TRUSS RAT SPAN 18'- 1.5' ' e IBC 2012 Y40 MEMBER 7 FORCES 4WR/GDF/Cq-1.00
TC: 2x4 OF M16 BTA, LOAD DURATION INCREASE = 7.15 1- 9=(-278) 40 1- 7=(-150) 432 3- 7=(0) 279
2x6 OF 55 T1 SPACED 24.0' O.C. 1- 3=(-546) 182 7- 4=(-140) 441
WED2x4 DF N18BTfl 2.3- 3=( 1) 0
WEBS: 2x4 OF STAND LOADING 3- 4=(-566) 201
LL( 25.0)f0L( 7.0) ON TOP CHORD 32.0 PSF 4- 5=( 0) 101
TC LATERAL SUPPORT 12'OC. UN. OL ON BOTTOM CHORD = 10.0 PSF
c
BC LATERAL SUPPORT <= 12'OC. U0 .
TOTAL LOAD = 42.0 PSF
BEARING MAX VERT MAX TIOZ BIG REQUIRED BAG AREA
- - - - LL = 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS 5I00 SO.IN. (SPECIES)
NOTE: 2x4 BRACING AT 2AREA UON. FOR 0'- 0.0' -72/ 40V -43/ 3OF 95.OD' 0.13 DF ( fi25)
ALL SLOPING TOP CHORD AREAS NOT SHEATHED-$$ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 7'- 11.0' -376/ 706V 0/ OF 95.OD' 1.13 DF ( fi25)
------------------------------------- REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING YET. 181- 1.5' -174/ 706V 0/ OF S.SD' 1.13 DF ( 625)
OVERHANGS: 0.0' 24.0' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 0 f 5 24 'me s acn
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
M-1.5x4 or equal at non-structural VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
vertical members (died). MAX LL DEFL = -0.007' @ 12'- 8.4' Allowed = 0.487'
Connector late prefix designators: MAX LL DEFL = 0.041' a 20'- L 5' Allowed = 0.200'
P P A MAX TL CREEP BEFL = -0.046' @ 2D'- 1.5' Allowetl 0.267•
C,CN,CI8,CN18 (or no prefix) = ries nus, Inc MAX TC PANEL TL TELL = . 46
@ 15'- 11.2' Allowed = 0,519'
M,N2DHS,NIBNS,M 16 = M1Tek MT series
MAX HOIIZ_ LL DEFL = 0.003' @ 17'- 8.0'
REFER TO COMPUTRUS STANDARD MAX HORIZ. TL DEFL = 0.006' @ 17'- 8.0'
GABLE END DETAIL FOR COMPLETE
SPECIFICATIONS. Design conforms to main windforce-resisting
system and components and cladding criteria.
Wind: 140 mph, h=21.4ft, TCDL=4.2,SCDL=6.0, ASCE 7-101
(All Heights), Enclosed, Ostia, Exp.B, MWFRS(Dar),
load duration factor=1.6,
20-01-08 2-00 Truss designed for wind loads
in the plane of the truss only.
11-00-12 3-08-12 5-04
12 =M-4x4+ 12
6.00 Q 6.Do
12 M-4x6
6.00
Ti
��PEp/G`PRO
0 F�SS
cs 6 �4ry 4iN�
o� 9 /9
-
� Continuous bearing M-3z4 M-1.5X3 M-3x4 �
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M-3x4+
L I I
12-09-08 5-04 y` OR ON
2-00 18-01-08 2-00 ��MFl3
10-
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN - D2 Scale: 0.2943 EXPIRES:
p12�/31/2015
WARNINGS: GENERAL NOTES,unless otherwise nolM: �L'e"�•�-b e
I.Guider and erection remainder should be advised of all General Notes t mis desgn is based only upon the ParamMers shown and is for an individual
Truss D2 and Warnings botore construction commences. beam'component.Applicability of design paramdars and proper
2.2.4 comprasslon web bracing must he Installed where shown e, corponation of component is the responegifty of horded designer. C y "WO xtr
3.Additional lent brecin coinsure stabil Bunn tmcmon 2. DeNgnassumes the top and bottom moms to be Warelly bread at
DES. BY: MJ pore^' g ar during 2'a.c.and at m o.c.respectively unless brand throughout their length by Ae• O
is the responsibility of the erector.Autumnal permanent bracing of continuous sheathmg such as plywood sheaffifir )indoor drywall(BB).
DATE: 6/5/2014 the overea sbudunc is the reapers nods of the binding dasgner. 3.2.Impad badged.,lateral reach're'mred won.shown..
4.No load should be applied to any component until after all bracing am Wss
4.Installation of the responsibility of the respective lra
cond.,.
SEQ. : 5951679 fasteners are complete and at no time should any loads greater than S.Design assumes trusses are to be used in a con-corrosive envbonment,
design loads be applied to any component. and are far'd,condhlon'of use.
TRANS ID: 400451 5.CompaTms has no control over and assumes no responsibility for the 6.resign assumes ban bearing at all supports shown.shim or wedgeif Qr4
fabrication,handling shipment and msmllanon of components. 7.desgn avamas imgtund dnamagea vded. mP� ,fl'�ly-3p9gR10,
e.This design is hammed subpd to the limitations set edh by e.Fates shall be located oa Win fares o�ss,am paced so their renter 1`
1111111111111111111 IN TFwarCAAn Gear copies of which wall be famished upon request gogsadoorack eseelu:tcomelines. srIONAL O
MiTek USA,Inc.ICompuTrus Software].6.6(1 L)-Z 10.For basic connector Plate design values see ESR-1311,ESR.1988miTek)
11111 111111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 18'- 1.5' IBC 2012 MAX MEMBER FORCES 4WRIGDFICq=1.00
TO: 2x4 OF MIMBTI LOAD DURATION INCREASE = 1.15 1- 2=( 0) 50 2- 8=(-55) 120 3- 8=(-337) 219
BC: 2x4 OF p16BTR SPACED 24.0' O.C. 2- 3=(-152) 84 8- 9=(-38) 130 8- 4=(-580) 162
WEBS: 2x4 OF STAND 3- 4=( -99) 242 9- 6=( 82) 321 4- 9=( 69) 312
LOADING 4- 5=(-167) 68 9- 5=(-309) 211
TO LATERAL SUPPORT <= 12.00. LON. LL( 25,0)aDL( 7.0) ON TOP CHORD = 32.0 PSE 5- 6=(-422) 126
BC LATERAL SUPPORT <= 12'OC. JON. OL IN BOTTOM CHORD = 10.0 PSE B. 7=( 0) ED
TOTAL LOAD = 42.0 PSE
OVERHANGS: 12.0' 12.0'
LL = 25 PSE Ground Snow (Pg) BEARING MAX VERT MAX HORZ ERG REQUIRED BRG AREA
Connector plate prefix designators: LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
C,CN,CIB,CNIB (or no prefix) = CompuTrus, Inc LIMITED STORAGE GOES NOT APPLY DUE TO THE SPATIAL 0'- D.C. -601 376V -87/ 87H 3.50' 0.60 OF ( 625)
M,M20HS,MlBHS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 7'- 8.2' -119/ B92V O/ OF 5.50' 1.34 OF ( 625)
181- 1.5' 44/ 520V 0/ OF 5.50' 0.83 OF ( 625)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. CONO Design checketl for ne tf-5 psf u lift at 24 'ac s acro
VERTICAL DEFLECTION LIMITS: 1-L=1-/240, TL=1-1180
MAX LL DEFL = 0.002' @ 1'- 0.0' Allowed = 0.100'
MAX TL CREEP DEFL = -0.003' @ 1'- 0.0' Allowed = 0.133'
MAX LL DEFL = -0.007' @ 13'- 4.7' Allowed = 0.488'
MAX LL DEFL = 0.002' @ 19'- 1.5' Allowed = 0.100'
MAX TL CREEP DEFL -0.003' @ 191- 1.5' Allowed = 0.133'
MAX BC PANEL LL DEFL = -0.059' @ 31- 8.4' Allowed = 0.345'
MAX BC PANEL TL DEFL = -0.177' @ 3'- 8.4' Allowed = 0.460'
9-00-12 9-00-12 MAX BC PANEL TL DEFL = -0.069' @ 14'- 4.0' Allowed = 0.460'
-�- MAX HORIZ. LL DEFL = 0.003' @ 17'- 8.0-
4-09-10 4-03-02 4-03-02 4-09-10 MAX HORIz. TL DEFL = 0.004- @ T7'- 8,0'
12 12
Design conforms to vain win Of orce-resisting
6.00 E�' M-4x6 v 6.00 system and components and cladding criteria.
4,0' Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
4 .fes 1All Heights), Enclosed, Cii Exp.B, MWFRS(Dir),
load duration factor=1,6,
Truss designed for wind loads
in the plane of the truss only.
3.1\M-1.50 \� M-1.5x3
i'oSPED PROFFS
INE s,
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1-00 18-01-08 1-00 �O qV 14, 213 P+
MFR R I ll-6
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - D3Scale: 0.3185 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unless otherwise mum
1.Bulber and mzdlon eomreaor Shoub he admsnd of all Ganged Notes 1.The design is broad only upon the panlnmes shown and is for an indimdual 1Q O WAS 8glr
end Warnings twome condrudlon a mmeni owning a mponeld,Apgieralily,of design parnmalme and p.par p p
Truss: D3 mcomoation of omement w me responsibility of bulging designer.
M1
z,zx4 compression web baling mud be ms ghtyd where shown., P 0 C F
a.adtelonenemporof theagminsuredabndydi rmannonslmmon Dead,.C.and limas theOx,Iiandun cbsNslobe lderelly theirred length el
DES. BY: MJ is me responsibilityof ereaor.Aadnlonee permanent brecina of w'^oc.md Sheathin rSOO amelyamds hmithiamroughom drwalluir. A, O
° shred ridangnrsuUesscing required
tlsheed"are shown+drywall(BC). 'L
DATE: 6/5/2014 mo prershould maN and to any component bwbfer designer 3.2x lmpea bmgbg or therelaecmgreg of wnere:sown.. /
4. Nobe]shoutsniappli ed to any component anfily dads dlbterth and 4,Designmiunofiness Isthere to to usy of naeon-merlwre emaor.
$E0. : 5951680 mdeSersare mmpmeSo nycoum shoubanvloads greearman s. andarassemesorrosio'ofuse m.nomm�ps dnmenmm,
Congo lords he applied beverarm assut and are br'dry corrosion'of use
TRANS ID: 400451 apses has no am do erre:soil ws no respo idan forms a.reemse u 'mlb tearing as a�supwns Mow.sem erw agdn q1 51398 p�
ebbs leo handling.smpmenl mod insulation i mpondnu. T Dasign a aae9 lee drainage pleaded, OA��'Gly-I'E4� '
S.Th design-s Nn6he l sub)ed leo me emissions sea IoM W 8 Phe 5 sh 1 Ge baled Mm I dm end pipoed so aheb adder C'
IIIIIIIIIIIIIIIIIIII�IIIIINIIIIIIhlllllllll PWWcanBCBLmewsplM At ted trimmed pp rgpaal lem� paid nmerl - SrIONALL�O
B Goal om I Iz 1plden lines.
MiTek DSA IOC./CompuTNS Software 76 Oil L){ 10,For home co ed plate design 1 see ESR-1311 ESR1088(MTek)
I
VIII III 111111 This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS a TRUSS SPAN 18'- 1.5' ' - 1 IBC 2012 MAX MEMBER FORCES 4WRIGOFICq=1.00
TC: 2x4 OF #180TR LOAD DURATION INCREASE = 1.15 1. 2=(-175) 99 1- 7=(-54) 127 2- 7=(-339) 216
BC: 2x4 OF #16BTR SPACED 24.0' O.C. 2- 3=( -99) 242 7- 8=(-39) 149 7- 3=(-581) 167
WEBS: 2x4 OF STAND 3- 4=(-167) 67 8- 5=(-82) 321 3- 8=( -72) 312
LOADING 4- 5=(-421) 122 B- 4=(-309) 217
TC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)aDL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=( 0) 101
BC LATERAL SUPPORT <= 12'00. UON. DL ON BOTTOM CHORD = 10.0 PSF
TOTAL LOAD = 42.0 PSF
OVERHANGS: 0.0" 24,0' BEARING MAX VERT MAX HORZ ERG REQUIRED BEG AREA
LL = 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
Connector plate prefix designators: 01. D.O. -27/ 253V -93/ 81H 3.50' 0.40 OF ( 625)
C,CN,CI8,CN1B (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 7'- B.2' -1191 893V 0/ OH 5.50' 1.34 OF ( 625)
M,M20HS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND INC 2012 NOT BEING YET. 18'- 1.5' -1211 659V 0/ OH 5.50' 1.05 OF ( 625)
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOPCOND 2' esi n the cketl for net -5 sf u lift t 4 'oc s a__60.1
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = -0.007' @ 13'- 4.7' Allowed = 0.488'
MAX LL DEFL = 0.04D' @ 2D'- 1.5' Allowed = 0.200'
MAX TL CREEP DEFL = -0.046' @ 2D'- 1.5' Allowed = 0.267'
MAX BC PANEL LL DEFL = -0.059' @ 3'- 8.4' Allowed = 0.345'
MAX BC PANEL TL DEFL = -0.177' @ 3'. 8.4' Allowed 0.46D'
MAX BC PANEL TL DEFL = -0.069' @ 14'- 4.0' Allowed = 0.46D'
9-00-12 9-00-12 MAX HORIZ. LL OEFL = 0.003' @ 17'- 8.0'
YAX HORIZ. TL DEFL = 0.004' @ 17'- 8.0'
4-09-10 4-03-02 4-03-02 4-09-10 Design conforms tome In
win dforce-resisting
system and components and cladding criteria.
12 12 fi.00 M-4%6 Q 6.00 Wind: 140 mph, h=15ft, TCDL-4,2,BCDL=6,0, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dily,
4,0" load duration factor=1.6,
3 ,(� Truss designed for wind loads
in the plane of the truss only.
3.1"
M-1.5x3 M-1,50
4
PROffss
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ca ca 1I 7 B \ o �� �2 E �2
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7-08-04 2-09 7-08-04 ?
b � 9G 'li ORE ON �[p
PROVIDE FULL Egli jS 18-01-08 2-00 �O qY 1a,
MFR R I l.L�
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - D4Scale: 0.3295 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unlessomerwaenoteU'.
1.Builder and erection ronfrid r should be atlNaed of all General Notes 1.This design A based only upon the Parameter .huaan end is for ea;MlNduel W/L$/!s
Truss: D4 and Moung,bean,consuuction commence:. budding component.Apd�bigry of design Parameters and proper J OF )
2.2x4 compression web bracing must be Installed where mown+. mwryoratbn of component G the responsibility of the building designer. C
z.Designassumes the lop mal bonom moms m be INerally Mean at qP Re T
3.Addmone wmpore,y braakrg to insure sta nidy during construction 2 o.c a,w at w•o.c.respcmNely unless braced thmngnom their length by AP O
DES. BY: MJ stns reapore,mgry of the radial.adeiional cermanem bracirq of coAlabama sheathing sum as plywom sheathing(Tcl amfor drrwall(BC). 'Z
DATE: 6/5/2014 the o.erall swcmre Is the responsibility of budding designer. 3.2x Impact bddging or lateral bracing regaired ands Shared++
4. No load should be applied to any component until after all bracing and 4. Installation oftruss is the rescensbay of the respective oomracmr.
SED. : 5951681 fasteners are Complete and at no time should any loads greater than s.Design assumes husses are to be used In a nor.conosiw AnAropmept
design loads be applied to any component. and are for dry condition'of use.
TRANS ID: 400451 s.CompuTrus has no control over and assumes no responsibility for the S.Deign assumes Sol bearing at all A.muods sbowa.shim or wedge if p 51398 4�
Iabdcaron handing.shipment and installanad of components. 7.owis asmes rowaed. RBGl g�
s.Time design is wmaned sagectmtne limreuons set conn by B.Plence gsumes alternate drainage is shell be located on both faca floss,and placed so their center 's` 1,
111111 VIII VIII VIII VIII VIII VIII IIII IIII TPlnnaca m 81 copies m whmn will be furnished upon re9est.
aImes aoficentercae with io center Imes. 'rIONAL G
e. Digdslndicate mzge oiplate es inches.
m
MiTek USA,Inc.ICopuTms Software 7.6.6(1 L)-E 1m.For besicconneor pleledesign values see ESR-1311,ESR-1988(MRek)
11111111111111
IIIIIIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 2'- 6.0' COD 'gn checked for nett-5 psf) uplift at 24 'oc spacing
TC: 2x4 OF wi sBTR LOAD DURATION INCREASE = 1.15
BC: 2x4 DF w16BTR SPACED 24.0' O.C. Design conforms to main windforce-resisting
system and components and cladding criteria.
WEBS: 2x4 DF STAND LOADING
LL( 25.0)FOL( ].0) ON TOP CHORD = 10.0 PSF Wine: 140 nth, hts), E TODLclosed, Cal.L=6.0, ASCE WFRS
TO LATERAL SUPPORT a 12-OC. LON. OL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Ca1.2, Exp.O, YWFRS(Dir),
BC LATERAL SUPPORT <= 12'OG. DON. TOTAL LOAD = 42.0 PSF load duration factor=l.6,
Truss designed for wind loads
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) in the plane of the truss only.
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc Note:Truss design requires cantanuous
M,920HS,M18HS,M16 = MiTek IT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL bearing wall for entire span DON.
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
2-04-04 0-01-12
12
6.DDS
M-1.5x3
/ m
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MFR R I I-\-0P
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN - E1 Scale: 0.6426 EXPIRES:12}/31/2015
WARNINGS: GENERAL NOTES,unless otbervnsenobul, OMER 4e
1.Bullet erection tnnterc er should be eeWsed of ancestral Notes 1.Thin design is lesea only upon the teamsters shown and h for an im ienduel
Truss: E1 and Waminos before—.1rurnnn commences, budding mmponem.Appleadmy of design terameters and proper Jti QOf WASs
2,2.4 mmpressionwebbrad,w must be m:tallea whereshown.. l2.Design component the responsibiny of the burled designer.
a.Acted"
Itemporo,ybrecing to Insure abb"y dude,wnstrued g.2.,.and.assume110
lre,eop and women theme brine Mrougholmally braces el Q e T DES. BY: M,1 :mea: ben of trader Ademional teres f ..If..the snap.n,e.so.as dYeely dessbrecemhreudnpumemalisir ). A. O
poral yo Permanent rig o enu^us untingnrsortiesplywooniuned loam shown
d,ywelltBC). '4
DATE: 6/5/2014 No a Bram dmdure c ore to any emlmy nnht bmrhq aesidesin 3 3x tmgad eoedup the
darn,«,aired whore true mo. /
SED. : 5951682 4.baanload sareaetapwaama no timptntm amyoad almradnham 4.DesignssuInstallation of eussrms ra't'e:used voo-wimecaemadm.
design
Parts bAmplete moat no meo shook an loads greater than s. and am for
wssese'o to in a nonconosNe enWronnent,
ae:qn rags as no corm any component. and am for•e.rremarnr m use,
TRANS ID: 400451 S Cmryumn,has nowmrdowr and
intena no responsiere, the ° imm'ssay'° s1o1 dee"¢ aesutrons dw.shim bremerge a J $ 51398 da
fabduw namurq,shipment e-nstamaaon of mmponenh T ceiaassumes Aftesbuthe drainage a orvken. O,t� y'Gf$7 '
6. Tee iois mmkhm bpd t me Bmetrns set forth by m Plet she he rrretm both fe t and Rased m the r center C'
IIII(IIII VIII(IIII IIII�III VIII IIII IIII i TPI,meA Rest cede fwnn.al ee mmisnm sten retuea f ,^w wen io:,I earner lines. `Q`rIONALGle
e Dunmundusufle arm ofater - n
— MTek USA Inc./CompuTms Software 76.Bit L)E 10 For besr conncdor atem aesg reaves see ESR-v11,ESR lame paireq e
VIII III III This design prepared froma computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS ° TRUSS SPAN 2'- 6.0' ' IBC 2012 MAX MEMBER FORCES 4W9IGDFICq=1.00 'r
TC: 2x4 OF k18BTR LOAD DURATION INCREASE = 1.15 1-2=( 0) 101 2-4=(0) 0
SC: 2,4 DF Y16BTR SPACED 24.0' O.C. 2.3=(-79) 19
TC LATERAL SUPPORT <= 12'OC. JON. LOADING
BC LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)1DL( 7.0) ON TOP CHORD = 32.0 PER BEARING MAX VERT MAX HORZ BRG REQUIRED BBG AREA
DL ON BOTTOM CHORD = 10,0 PER LOCATIONS REACTIONS REACTIONS SIZE SOAR. (SPECIES)
OVERHANGS: 24.0' 0.0' TOTAL LOAD = 42,0 PSF 01- D.0' -1371 531V -91 72H 5.50' O,B5 DF ( 625)
2'- 3.2' -761 46V 01 OH 5.50' 0.07 OF ( 625)
Connector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 2'- 6.0' .251 68V OI ON 1.50' 0.09 DF ( 625)
C,CN,CIB,CN18 (or no prefix) = CompuTrus, Inc
M,M20HS,M18HS,M16 = Mitek MT series 12 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL -
checked 1 uplift at 24 'oc splad l0�
6.00 REQUIREMENTS OF IBC 2D12 AND IRC 2012 NOT BEING YET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=1_11BO
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL = D.040' a 2'- 0.0' Allowed 0.200'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL = D.046' 9 .21- 0.0' Allowed = 0.267'
MAX BC PANEL LL DEFL = 0.006' 9 1'- 26' Allowed = 0.075'
MAX BC PANEL TL DEFL = 0.006' a 1'- 2.6' Allowed = 0.100'
MAX HORIZ. LL DEFL = O.00D' 0 2'- 5.2'
MAX HORIZ. TL DEFL = -D.00D' 0 2'- 5.2'
Design conforms to main windforce-resisting
system and components and cladding criteria.
i
/ Wind: 140 mph, h=15ft,Enclosed,
Cat.2, Ex, ASCE 7-10,
(All Heights), Enclosed, Cat.2, Exp.B, YWFRS(Ci r),
load duration facto rind l
o Truss designed fwind loads
ithe the plane of the truss only.
r
i
for
OII / 4
/ M-3x4
S�RE9 PROFESS
E
2.00 2-06
PIi4VIDE FULL BEARING'Jts
9G y�ORE GO ,
9Y 14. 3
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4ERRIU-9
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN E2 Scale: 0.9399 EXPIRES:12/31/2015
WARNINGS: - OENERALNOTES,unlessolhmw¢edoted. 9MERxiL1,8
1.Builder and emdloncontredonnoud 6e stressed of all General Notes 1.This design is box.only.,on the perameland shown anis for eninJMEuel
Truss: E2 and Wammgs before wnshoaion commenced. budmg componedl.Applicommy of design Parameters pm Procer pt DF WAS
2.2,4 coropreasmn web Each,most bemslsped where shoved.. moorvor°non of component m me msponslmlmy of the binding designs.
3.AddHlon°I lemromr,bracing to Insure slebimy during construction 2.Desgn assumes the lop and bottom chains to be merely braced at
DES. BY: MJ is the resppnsimuly of the erector.Additional permanent bracing of rd.c.odd at IW o.c.res,edlvey unless traded throughout neo-length by Ir O
DATE: 6/5/2014 the oseall immure is the responsibility of the mining iesgnar. 3 as Impact orpl`ooll br:moodsbeelnmg(rd ph +myw°n(ecy 2
bridging or g f ofthewhere shownmm
4. Noload should o applied foany component urn Imes almamdg and 4.msler,assonmssisme am to oma nod
-comive wmraaran
SEQ. : 5951683 mmadebdseraplele to an nogmoment. any Imps proper m.n s oasgnaaomrycora of use
aaeida do onus:en ronment.
design mads as noap,wed
con to one and maddest
ca are for condhmn of use.
TRANS ID: 400451 s.co P T n no control a somasresponsibilitym m a caugh ml e< -g t Y PI>°n n Shim or wedge if d 51398�s Ar
v
j federal handling induced M' Islet r components. c`a°ry. 'rO �'�` y- gQ�in
6.thisd g - I mashed soared 1 the firrom 11 nh T.Design he I]eq 61 i ac Ia'oVded.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII p Pmt aha sue
of Winfacesdgem eau met nlar V
TCIrNTCAn Best,dap s fmnicf cow be -had upon refuel e. ogns`oecdl won And!winter II h '. SS�ONAL G
M7ek USA,IGc.ICompi Software 766(1 L)E to For basic connector"a design values see ESR-1311 BSRlgna Wilco
VIIIV IIII This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 22'- 4.0' ICOND L Design checked for net(-5 pail uplift at 24 '0c_sp� 'n
TO 2x4 OF 4111THLOAD DURATION INCREASE = 1.15
BC: 2x4 OF wt6BT2 SPACED 24.0' O.C. Design conforms to main wintlforce resisting
system and components and cladding criteria.
TO LATERAL SUPPORT <= 12'0C. UON. LOADING Wind: 140 mph, h=22f t, TCDL=d.2,BCOL=6.0, ASCE 7-10,
BC LATERAL SUPPORT = 12'OC. UON. LL( 25.0)-DL( 7,0) ON TOP CHORD 32.0 PRF All Heights), Entlgsed, CBL2, Ex A, Y7-10 Dir
DL ON BOTTOM CHORD = 10.0 PSP ( p• ( ),
Connector plate prefix designators: TOTAL LOAD = 42.0 PER load duration factor-I 6
C,CN,CIB,CN18 dor no prefix) = CompuTrus, Inc Truss designed for wintl loads
M,M20HS,M18HS,M16 = MiTek MT series LL = 25 PSP Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable Intl truss on Continuous bearing wall JON.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING YET. Y-1x2 or equal typical at st utl verticals.
Refer to CampuTrus Aabla end detail far
BOTTOM CHORD CHECKED FOR 10PSF LIVE OC. TOP
complete specifications,
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
11-02 11-02
6.00 V 12M-4x4 1 6.Do
i I I
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obq m
o
M-3x6(S) ��P OfFS,S o
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2-00 22-04 O 014, 2Q, P}�
�FRR10-0
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN F1 Scale: 0.334D EXPIRES:12/31/2015
WARNINGS GENERAL NOTES,unless olme,witenotea ="'•1-
1.euigeram erection conVeder horrid be ativlsed bf III Gare-al Notes 1.im6 design is based only upon the parameters shown and Is for an IPramduel 8A.
Truss: F1 end Mina,before eonstmmon commeneea. Wilding component,Appnbabnay of design parameters and proper p O4 A
22x4 compression redo budding must be Installed where shown+. mmrpormion of comronem 6 the maptislwlhy or the bolding desgner. < 0 O F
O.Additional bracing to insure smminy donna cbnstrudibn 2.Des, assumes me top and inboard chords to of,laterally brebaa at q e T 'P
DES. BY: MJ is the res dint of trader.Additional tbreang of 2'Oo a"amtn•o.,:.re pemvery unless erecee mmbgnbw mtble„gm by r„ O
pond yo permanen bntlnubus sheathing sum as m"ardshealhir,no)amber drywall(BQ. 'y
DATE: 6/5/2014 the oeraul swdbre is the respbnsmmty ohne building dosgpar. a 2.Impact brd,lng.,dared lenient,re..bm where snored++ /
4. Noload should be apgee to any rumponem°nn,mer elmraing and 4. Installation of truss is me resperabillry f me resceah,e rnmrador.
SEG. : 5951684 rattans,are ebmplae and at no brie should any loads greater han S.Design assumes busses are fox uselin a ndr.dordsme anmroamem.
design loads be appiea to any component. and era far'dn coral of use.
TRANS ID: 400451 s.Cor.,T n no control aid assumes ponslalni for to m o la s mix -gm i prom h sn wedged K
7
fabrication,handling.sn proem a.Missouri.. rromponents 7 Design ass 51398 0
Aden tee drainage is D,A RE'GIgFE4� '
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MITek USA,InclCompuTrus Software 7.6.6(1 L)E 10.For basic nnector pate desgn values sea ESR-utl,ESR teas(M'iex) r
VIII III II I'll This design prepared fromcomputer input by
LUMBER-BCI PACIFIC
LUMBER SPECIFICATIONS I TRUSS SPAN 33'- 7.0' r IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 OF Y16BTR; LOAD DURATION INCREASE = 1.15 1- 2=( 0) 50 2- 8=(-260) 1287 8- 3=( 0) 236
2x6 OF SS T2 SPACED 24.0' O.C. 2- 3=(-1550) 480 8- 9=(-262) 1284 3. 9=(-457) 123
SC: 20 OF 9111 3- 4-(-1081) 474 9.10=( 442) 1232 9- 4=(-174) 544
WEBS: 2x4 DF STAND LOADING 4. 5=(-1059) 427 10.11=(-441) 1234 9- 5=(-398) 335
LL( 25.0)-DL( 7.0) ON TOP CHORD = 32.0 PSF 4- 6=( 0) 0 5-10=( 0) 204
TC LATERAL SUPPORT <= 12'OC. LON. DL ON BOTTOM CHORD = 10.0 PSF 5-11-(-1474) 557
BC LATERAL SUPPORT <= 12'OC, UON. TOTAL LOAD = 42.0 PSF 13. 7=( -858) 374
---------------------------------= LL = 25 PSF Ground Snow (Pg)
NOTE__
NOTE: 2x4 G TOP GAT 24-OG UON. FOR BEARING RMAXEACTIONS
VERT MAXREACTIONS
THORZION BIG SCANAEO BAG AREA
ALL SLOPING TOP CHOBO AREAS NOT SHEATHED-S$ LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL LOCATIONS 8EACTIO2V REACTIONS SIZE SCAN. (SPECIES)2
___-_-_______ _________________ AEOU IR EY ENis OF IBC 2012 AND IAC 2012 NOT BEING NET. 0'- 0.0' -2481 7062V -BBI 92H 5.50' 1.70 OF ( 625)
21'- 10.5' -83/ 279V 01 0H 140.50' 1.13 OF ( 625)
OVERHANGS: 12.0' 13.0' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 33'- 7.0' -467/ 2]9V 0/ OR 140.50' 0.45 OF ( 625)
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
vertical
I or equal at non-structural
vertical nenbers (uon). COND o 2; Design checked for net(-5 Off) uplift At 24 be IHIU
Connector plate prefix designators: VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = 0-(102' 9 1'- 0.0' Allowed = D,100'
C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc MAX TL CREEP DEFL = 0. DO P -1'- 0.0' Allowed = 0.133'
M,M2DHS,MIBHS,M16 = MiTek MT series PIPER TO COMPUTRUS STANDARD MAX LL DEFL = 0.042' @ 11'- 2.0' Allowed = 1.071'
GABLE END DETAIL FOR COMPLETE MAX TL CREEP DEFL = 0.100' @ 11'- 2.0' Allowed = 1.428°
SPECIFICATIONS. _ - _
MAX HOAR LL REEL 0.021' @ 22'- 3.5'
MAX HOAR. TL DEFL = 0.035' @ 22'- 3.5'
Design conforms to main windforce-resisting
system and components and cladding criteria.
16-09-08 16-09-08 Wind: 140 mph, h=23.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
6-00 5-02 5-02 0-05-OB 16-09-08 - T (All Heights), Enclosed, Cali IMWFRS(Dir),
-5-0-2
_. _ load duration factor=1.6,
Truss designed for wind loads
12 -M-4x4+ 12 in the plane of the truss only.
6.00 F-' 6 Q 6.DID
M-3%6+ / 12
Q 6.00
M-4x6 9 M-3x4
\ M-5x6+
M-3x4 / \�
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M-Ed(S)
OREGON�a �lq�
5-10-04 5-03-12 5-03-12 5-04-12 11-08-08 14 g0 P+
1-00 33-07 2-00
JOB NAME: LENNAR 2448-A LARWOOD AMERICAN - F2Scale: 0.1927 EXPIRES:12/31/2015
yFOR Gs: GENE LNOT , uniessotherwisemead. 1�
L BuN M emotion contravor shouldce d ed of allGeneral N 1 L Theadesigh-real only uno th Parameareassacer and B farm lmNmual 9 8
Truss: F2 and V a 'r1gre m
her ata' Hin
sug mrrpo m.Aposaalitr f di wmm
raelers aaoper Jt OE W
z.zxs mere oaa'nn imalhe' ttee em n moral f mponent'a thew ally of the ougy,p deari C
3.Additional mBorary a.ann tonsure sablhy during construction z desgn assn thetop am Mn awms to he henry wean at C
DES. BY: MJ is me resmr alma of me ereaor.Add air I><mwnem aacirw of z o.c.am at to of respeaNey urxss aarad th,00Bhom their to to by ,� O
y Bnuous sheethihn such as prywood herehirginWo or aywWe(�e1. 2
DATE: 6/5/2014 the overall atruaure is the responsibility of the Panama desinner. 3,z dhrnaa bodge,or lateral bran rig reRof ired.mero sho is.. /
4. No bad should!M appYM to any comnnt oneunli after all trachm truss,a 4, Installation of ss is the rescenaiald, the resVealw mntreaor.
SED. : 5951685 romeners are ramgate and at no time should any loads greater than S.Design assumes hresse are to M used in a non-conashe anrronrmal
design loads he applied to any ramgonentand are far'dry wmnion'of use.
TRANS ID: 400451 s.Com Tma ms no control over and assumes no res bll for the 6.Dmigs assumes ma hearing at as notations shot',,,.shim or wedge a
r>u pism ly ? 51398
fabnuhon,handling.rnilwMmand Installation of components. 7.Dasgn wasmans adedoate delana is vlaed. O �I'G1S1'8R�
6.alis desgn is fumaned subpa mine limitations sevonn by e.Plates snap tor located on bpm mmao az,am plaom so their renter b'
III VIII VIII VIII VIII VIII VIII II IIII TPImMrcA in Bcst capias of vmmn sell wmisned upon reRuest. Imes mneme t'mh joint comer ones. SSIONAL O
B. Dims Imiane site of plate to inches.
MiTek USA,Inc lCompuTrus Software 7.6.6(1 L)-Z to For basic manometer pate design values see ESR-1311,ESR-1 988 thi
I'II III II This design prepared from computer input by
PACIFIC LUMBER-BC
LUMBER SPECIFICATIONS TRUSS SPAN 33'- 7.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 OF M1&BTR; LOAD DURATION INCREASE - 1.15 1- 2=( 0) 152 2-10=(-291) 2108 3-10=(-247) 183
2x4 OF 240OF T1, T4 SPACED 24,0' O.C. 2. 3=(-2475) 486 1D-11=(-225) 1771 1O- 4=( -23) 420
BC: 2x4 OF M1&BTR 3- 4=(-2243) 450 11-12=(-248) 1771 4-11=(-626) 236
WEBS: 2x4 OF STAND LOADING 4- 5=(-1590) 40B 12- 8=(-382) 21DB 11- 5=(-208) 1055
LL( 25.0)aDL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-1590) 406 11- 6=(-626) 236
TO LATERAL SUPPORT <= 12-OC. LON. OL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2243) 458 6-12=( -23) 420
BC LATERAL SUPPORT 12'OC. TON. TOTAL LOAD = 42.0 PSF 7- 8=(-2475) 486 12- 7=(.247) 163
B- 9=( 0) 152
OVERHANGS: 36.0' 36.0' LL = 25 PSF Ground Snow (Pg)
Connector plate prefix designators: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAX HORZ BIG REQUIRED B90 AREA
C,CN,CIB,CNIB (or no prefix) = CompuTrus, Inc LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
M,M20HS5M18HS,M16 = MiTek MT series THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 01- D.O. -314/ 1753V -206/ 206H 5.50' 2.80 DF ( 625)
33'- 7.0' -314/ 1752V 0/ ON 5.5D' 2.80 IF ( 625)
CONO 2: Desion checked for net(-5 sf uplift at 24 'ac spacing.
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
MAX LL DEFL = 0.202' @ -3'- O,D' Allowed = 0.300"
MAX TL CREEP DEFL = -0.232' @ -3'- 0.D" Allowed = OAOD"
MAX LL DEFL = -0.109' @ 16'- 9.5" Allowed = 1.633'
MAX TL CREEP DEFL = -0.259' @ 16'- 9.5' Allowed = 2.178"
MAX LL DEFL = 0.202' @ 36'- 7.0" Allowed = 0.30D"
MAX TL CREEP DEFL = .0.232" @ 36'- 7.0' Allowed = 0.40D"
MAX HORIZ, LL DEFL = 0.049' @ 33'- 1.5'
MAX HORIZ. TL DEFL 0,09D" @ 33'- 1.5-
16-09-08 16-09-08
----- Design conforms to main windforce-resisting
5-11-08 5-05 5-05 5-05 5-05 5-11-08 system and components and c_addinM criteria.
Wind: 140 mph, h=23.4ft, TCDL=4.2.BCDL=6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.e, MWFRS(Dir),
6.00 F'�' M-4x6 Q 6 DO load duration factor=1.6,
4.0" Truss designed for wind loads
in the plane of the truss only.
M-5x6(2 3.1' M-5x6(S)
0.25" 0.25"
M-1.5x3 + M-1.5x3
o PRoc,,
�SINE
2 E o29�
10 11 12
M-3x8 M-3x4 0.25° M-3x4 M-3x8 o
M-5x8(S) OREGON
B-08
t 8-08 8-01-08 B-01-08 8-08
3-00 33-07 ) 3-00 MFRRIL-�'0
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - F3 Scale: 0.1868 EXPIRES:12/31/2015
WARNINGS: GENERAL NOTES,unless omerwashoted'. F' RXL 8
1, amlder and erection contactor should be advised of all General Notes 1.This design k based only upon the parameters shown and is for an ind'wldual .fl WA�A.
Truss: F3 and Warnings before construction commences. building component Applicability otmesgn parameters am proper p 4
z.
2
.4 compression web bating must be installed where shown.. Incorporation of component 6 the responsibility of burning designer. O O A
z.Design assumes the top and bottom chows to be laterady braced at
a.Add4imalmmporey bredmq coinsure stability during pnstmdidn zoo am at to•e.c.respectively unless braced throughout their moth b Q'
DES. BY: MJ s the reponsibilbr m the trader.Additional Permanent bracing of g g r A. O
the overall structure is the responsibility of building desl cornlnuous sheathing such as plywam sheaming(rc)and/or dowaRRIC). 2
DATE: 6/5/2014 g goer. a.2,Impact bridging or lateramrecan rtauired where shown++
4.No load should be.,It"to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor.
SEQ. : 5951686 fasteners are complete and at no time should any mads greater than s.Design assumes trusses are to be used in a non-conosve enmronmma,
design loads be applied to any component. am are toed,condemn-of use.
TRANS ID: 400451 s.CompuTrus has no cement and assumes no responsibimy for the B.Design assumes all bearing at all supports shown.shim or words if d 51398 tp
fabrealion,handling,shipment and installation of components. 7.Design assumes succumb provided.
e.Tris des firmament smell to the limitations set forth tads age ispav GIS'CCR '
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TVIrWrcAm ecsl,mples of wnan will he mmisnea upon reauest. Kaes comcat with lmntoneer inches S'rtONALOG •
9. Omits indicate si:e of Pioneer
MiTek USA,InalCompuTms Software 7.6.6(1 L)-E m.For basic connector plate design all ee ESR-1311,esR-f ata traireq
VIII IIIIIII This design prepared from computer input by
PACIFIC LUMBER-BC
a S
LUMBER SPECIFICATIONS 33-07-DO GIRDER SUPPORTING 35-00-00 IBC 2012 MAX MEMBER FORCES 4WRIGDF/Cq=1.00
TO: 2x6 OF SS LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=(-23325) 5199 1- 8=(-4587) 20751 8- 2=( -882) 4185 11. 5=(-4545) 1068
BC: 2x6OF SS =(-4575)2- 3=(-18897) 4269 6- 9 20694 2- 9=(-4542) 1068 6-12=( -879) 4185
WEBS: 2X4 OF STAND; LOADING 3- 4=(-14541) 3336 9-10=(-3633) 16674 9- 3=(-1272) 5772
2x6 OF M2 A LL = 25 PSE Ground Snow (Pg) 4- 5=(-14541) 3336 10-11=(-3633) 16674 3-10=(-5619) 1320
TC UNIF LL( 50.0)+DL( 14.0)= (i PLF 0'- 0.0' TO 33'- 7.0' V 5- 6=(-18897) 4269 11-12=(-4575) 20694 10- 4=(-2871) 12624
TC LATERAL SUPPORT <= 12.00. UON. BC UNIF LL( 4125)+DL( 300.5)= 713.0 PLF 0'- 0.0' TO 33'- 7,0' V 6- 7=(-23325) 5199 12- 7=(-4587) 20751 10- 5=(-5619) 1320
BC LATERAL SUPPORT <= 12'OC. UON. 5-11=(-1272) 5772
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Connector plate prefix designators: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BEARING MAX VERT MAX HORZ BRG REQUIRED END AREA
C,CN,CI8TN18 (or no prefix) = CompuTrus, Inc LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
M,920HS,MIBH85M16 = MiTek MT series BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP 0'- 0.0' -2910/ 13D47V -173/ 173H 5.50° 20.88 OF ( 625)
( 3 ) complete trusses required.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 33'- 7.0' -2910/ 13D47V O/ ON 5.50" 20.86 OF ( 625)
Join toyer her 3 ply with 160 Common nails sA9eretl at
9' oc ID 2 rows) throughout 2x6 top chords, ICOND. 2: Desian checked for net(-5 call uplift at 24 too s ac n
6' no in 2 row(e) throughout 2x8 bottom chords, VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180
9' go in 1 rows) throughout 2x4 webs, MAX LL DEFL = -0.218' @ 11'- 6.9" Allowed = 1.633'
9' oc in 2 rows) throughout 2x6 webs. MAX TL CREEP DEFL = -0.516° @ 11'- 6.9° Allowed = 2.178'
MAX HORIZ. LL DEFL = 0.073° @ 331- 1.5'
MAX HORIZ. TL DEFL = 0.123' @ 33'- 1.5'
16-09-08 16-09-08 Design conforms to main windforce-resisting
system and components and cladding criteria.
6-09-09 5-00-13 4-11-01 4-11-01 5-00-13 6-09-09 Wind: 140 mph, h=23.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-t o,
(All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
12 12 load duration factor=l.6,
6.00 D M-400 '7:�6.00 Truss designed for wind loads
4.0" in the plane of the truss only.
4
+ LATERALLY BRACE TO ROOF DIAPHRAGM
+ 2X4 WEB BRACE REQUIRED.
M-5x6 4.9° M-4x8
M-3x8 A M-3x8
+ + i
M-6x16 1 M-606 0 BRED PROIT
FFS
- - a \y� INF s�o
1 B 9 la 11 12 7 ���
M-3x4 M-300 M-6x10 =M-10x10 M-6x10 M-3x10 M-3x4 Co g E r
M18HS-7x16(5)
6-07-13 4-11-01 5-02-09 5-02-09 4-11-01 6-07-13
� � OREGON�b ftp
14-00 19-07 �O Ay 14,
33-07 MFR RILL 9
JOB NAME : LENNAR 2448-A LARWOOD AMERICAN - F-GIRD Scale: 0.1999 EXPIRES:12/31/2015
WARNINGS: GENERAL NGTES,unkssolbmwlse noted: l'itRffiLL 19
1.BWlber a ad erecllon contractor should be adNsetl of all Gmsel Notes 1.This design k based only upon the parameters shown and is far an individual
Truss: F-GIRD and Warnings before construction condenses, wileingcomponent.Apwioebilily of design parameters and proper p� p4 WAStf ),
zz.4 compression web bracing must installed where snow,,,. Incorporator ofcomponent is me responsibility of wilding designer. F
3.Addaionauempoay brands to insure staminydndnaconstruction 2.Design assumes lbw topandwtiom chordssaboyd throughout
yttheirbroad al Q C� J. 'P
DES. BY: MJ is the resporatiiiay of the trader.Additional Permanent bracing of z'oc.ama,m•o.c.respediwlr unless braced mmugnpm mag target by A, O
meosrallawdure s me responsibility nw brlldl nes' condnuoos sheathing such as plywood shemhani anmmdrywat0ac). 2
DATE: 6/5/2014 4. No toad should be applied to any component t ads after all nreem d S.tremnamo of row is rile broponsitirint9imhe rescecrds aee r�.oaam,
y tomponen raising 5.Des rp
SED. : 5951687 fasteners are template ane at no roe Should Sill loaas9renter man ran assumes wsses are used inn non-cormsroe enwonmem.
design land,be applied tp any component. and are for°dry mention of use.
TRANS ID: 400451 s.eomprTms has no mmol over and assumes no responsibility for me 6.Deign narrows mu assume at al suppods Shown.shim orwads.n 51398
abortion,handling.shipment and installation of 7.Design adequate drains reed. �O �L,
a.This designfurbished amen m me laminations ret froth da 9e is ,5c
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Taek U A in ncsL worse pTrus ah will ce furnished upon request lines e. ogns mifleaie ale.of Joint center s'rr�NALL�G
MIT¢k lJ$A,IOL./(:Or11pOT1115 Software 7.6,6(l L)-E 10.For=connector phate design values see ESR-1311,ESR-1896(MTek)