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O Copyright CompuTrus Inc.2006
WILDER: =LIE DATE: ABOVE PUN PROVIDED FOR TRUSS
LENNAR 12/11/15 PLAC � ADrRUSSCULA
ENGINEERED STRUCTURAL
PROJECTTITLE: REVISION-1: DRANENTORSOFREC R Padifikumber
LENNAR 2336-A WILLOW AMERICAN LIWPORCH DESIc�arER°�iE TN W�ERo REFLD�'coRo
PLAN: DRAWN BY:JP REVISION-2 RESPONSIBLE FOR ALL NON-TRUSS
To TRUSS CONNECTIONS.BUILDING
2336 / A WILLOW NECKED BY: LM/PORCH ft A01�� DTO & TRUSS COMPANY
DELIVERY LOCATION: SCALE: REV/S10NJ: DESIGNS PRIOR TO CONSTRUCTION. _
1/8"=1'
A11 designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.
A
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ids1
6 12
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6:12 :12
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Mr
18'-6 Uta 1 15.6112'
34'
0 Copyright CompuTrus Inc,2006
BUXOM, ISSUE DATE' ABOVE PLAN PROVIDED FOR TRUSS
LENNAR 12/11/15 Taus CALCu aio>sR
ENGINEERED STRUCTURAL PROJECT T/7LE: REVISION-i: DRAWINGSFOR GINFER FURTHER Padfi umber
LENNAR 2336-A WILLOW AMERICAN LWPORCH DBIN INFORMATIONBUILDING
�
PLAN: DRAWN BY'JP REVISION-2' RESPONSIBLE FOR ALL NON-TRUSS
�pTgO5TpR�USS CONNECTIONS.NOR-TRUSS
2336 / A WILLOW- ECKED BY., LM/PORCH F �I'EEW AND APPROVEOFCALL TO ae COMPANY
DELIVERY LOCATION., SCALE: REVSION-3: DESIGNS PRIOR TO CONSTRUCTION. ai[ TRUSS
All designs are property of-Pacific Lumber and Truss. All designs are null and void If not fabricated by-Pacific Lumber and Truss.
MiTek®
MiTek USA, Inc.
250 Klug Circle
Corona,CA 92880
951-245-9525
Re: LENNAR 2336-A PORCH WILLOW AMERICAN
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: K1510369 thru K1510369
My license renewal date for the state of Oregon is December 31,2016.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
0 PROFs
89782PE r
"9 :O,REgON oK
01/
PA U L F��y
November 4,2015
Rivera,Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
MiTek®
MiTek USA, Inc.
250 Klug Cirde
Corona,CA 92880
951-245-9525
Re: LENNAR 2336-A PORCH WILLOW AMERICAN
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: K1510369 thruK1510369
My license renewal date for the state of Washington is December 20,2015.
Lumber design values are in accordance with ANSMI 1 section 6.3
These truss designs rely on lumber values established by others.
PkUpL jo
y� �0
519761
a scrsreR��'
. ss
November 4,2015
Rivera,Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
r
II�III�I� This design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 381- 0.0" ICOND. : Desian checked or net(-5 s ) uplift at 24 oc s 'cin
TC: 2x4 DF 410TR LOAD DURATION INCREASE - 1.15 Desi conforms to main vindforce-resisting
BC: 2x4 DF $liBTR SPACED 24.0" O.C. g
system and components and cladding criteria.
TC LATERAL SUPPORT <- 12"OC. DON. LOADING Wind: 140 h v
BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF mph, h-23.9ft, TCDL-4.2,BCDL-6.0, ASC.. 7-10,
DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.8, HNFRS(Dir),
TOTAL LOAD - 42.0 PSF load duration factor-1.6,
Unbalanced live loads have been Truss designed for wind loads
considered for this design. LL - 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES HOT APPLY DOE TO THE SPATIAL Gable end truss on continuous bearing wall UON.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M-lx2 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
19-00 19-00
12-08-10 6-03-06 6-03-06 12-08-10
12 IIM-9x4 12
6.00 C7 2 Q 6.00
M-3x5(S) M-3x5(S)
1 P ROr
EFFS`S�O
78
C. 291'
M-3x5(S) / o
M-3x9 I'�
9 OREGON ^�Q
19-00 19-00 q�qRy 15\!GQ
L PA
a�
3e-00 IA
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - B1 EXPIRES:12/31/2016
Scale: 0.2204 YALTL A�
WARm4os: Gda4LRA1►wTd s.ween enrra4enaw:
1.B� w and encdon talrwor shadd be wkised of al General Nobas 1.Tho daalgn b bred or y upon lr parameters shown are Is br an MM" O�
Truss: B1 and Nem w
Legs Demes b r drag n r be insf ees. Vao"adon o cunW labiy adapn pa of mea and doper
2 tr4 wmprsebn web ErrYg met be taand where shown+. Moorpoalbn aampaneM N iM napamiliy of tM bulkby dssknsr.
2.Ouan essun n Me top I I n��h udbeneosw*b Ye at by
3.Adele res;temporary f the w r Loses N"p dung aeon y — �.
DES. BY: LJ r ma raaparadty air aretlor Aamlenat psrrrrrrsnt aadrp a r o.c and sl uy o.o
DATE: 4/27/2015 ne ffm Skuaure Is er resparsity ane bul*g dalgar, s Nr peafiniww` hew as pyw°w *od wher shown
4.No bad should be appded to any eampoma on9 Mer al bradv wW 4.ImhAdon ab tiw 4 tlMraeitiupboraroblly�oidia r arp�ysa malragpr.
j SEQ. : 6250299 asansss aro eumprte and at no tine shceld any"a grater thon S.Design assumes trwar we to be weal In a nontoeeba emiaonea, .0 �
TRANS I D: 421787 design rows be spoed to any CmVor"nt l and wa r Itbn• .use 51976.c1
5.CompuTrus hr no cordal ower cow assumesho raPc�7 fa me ��n 0 N auppods shown.shirr m wedge H O ACrS.fB�G_
a0rkslar,Mrrdirrg,shfpmsM ane Waalbn of b
a .Da
nponenr. 7 a
ader l r Mahraga povq �1
IpppH��II��la,, gpm�p� ��II 1.This a se
s design nrhosu
d bpct b the 11mbla
as ad M by 1.pipes slid be' on both ace of tuW Wand prod so neo-cenxr
TPIM?CA in tdCSl,copks awMch wall be amihw open ra}rst s tDOM he Mcni vrtlr gidpparlar ire.
Mrrek USA,Inc/CompuTrus Software 7.6.6(1 L}E to.For basic conucdo rpaa neratprnvalues sea ESR.1311,ESR-1988(Wap
11F11111This design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 381- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00
TC: 2x4 DF i14BTR LOAD DURATION INCREASE - 1.15 1- 2-(-2841) 610 1- 9-(-467) 2484 2- 9-(-300) 223
BC: 2x4 DF t114BTR SPACED 24.0" O.C. 2- 3-(-2572) 573 9-10-(-298) 2061 9-3-( -38) 530
REBS: 2x4 DF STAND 3- 4-(-1812) 493 10-11-(-310) 2023 3-10-(-739) 261
LOADING 4- 5-(-1812) 477 11- 7-(-458) 2425 10- 4-(-262) 1211
TC LATERAL SUPPORT <- 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-2570) 550 10- 5-(-735) 262
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF 6- 7-(-2838) 581 5-11-( -22) 518
OVERHANGS: 0.0" 24.0" TOTAL LOAD - 42.0 PSF 7- 8-( 01 101 11- 6-(-296) 203
LL- 25 PSF Ground Snow (Pg)
** For hanger specs. -See approved plans BEARING MAX VERT MAX HORZ BRG REQUIRED BAG AREA
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. 01- 0.0" -222/ 1596V -221/ 208H 5.50" 2.55 DF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 381- 0.0" -311/ 1833V 0/ OR 5.50" 2.93 OF ( 625)
[CORD. : Desiqn checked for net(-5 s uplift at 24 "oc s acro
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
MAX LL DEFL- -0.146" @ 191- 0.0" Allowed - 1.854"
MAX TL CREEP DEFL- -0.346" @ 191- 0.0" Allowed - 2.472"
MAX LL DEFL- 0.040" @ 401- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -0.046" @ 401- 0.0" Allowed - 0.267"
MAX HORIZ. LL DEFL- 0.063" @ 37'- 6.5"
MAX HORIZ. TL DEFL- 0.105" @ 37'- 6.5"
Design conforms to main windforce-resisting
19-00 19-00 system and components and cladding criteria.
6-08-05 6-01-13 6-01-13 6-01-13 6-01-13 6-08-05 Wind: 140 mph, h-23.9ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
11 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
12 12 load duration factor-1.6,
6.00 v M-4x6 Q 6.00 Truss designed for wind loads
4.0" in the plane of the truss only.
4 h(
M-5x8(S) M-5x8(S)
3.1
0.25" 0.25"
3 5
M-1.5x3 +
2 c-1.5x3 �Ep PROFF
+ + s/O
� ,978 9r
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o M-3x8 M-3x4 8.25" I
M-5x8(S) M-3x4 M-3x6 0 lJ 2 O^
9 OREGON
y 1 L 99 �qRy i5�lpQ`
9-09-04 9-02-12 9-02-12 9-09-04 k pA U L R�
38-00 '4 �
2-00
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - B2 EXPIRES:1W1/2016
Scale: 0.1729 vXUL AA
WARNIM: GEAOARALRGTEE,uNeaerwrbenord: V
1.Bod lder rwedon oonbador should be adored of a0 General No1.Thr destrt b ny band oupon b Rsharm Aar dbldued O�
Truss: B 2 and wmrhgs before mnahugm
lon cenrnoas, buk*V mmponenf.ApppobRly of do pnperamNers W r W paper a ra A s
2.aro compression web bradng noid be kabled where shorn+. of oompoMrd r Ma responsibility of rt hOft desigmr. y 0
DES. BY• LJ s.Addaiomsl temporary bradkg to insure sbbfty dump mnstrudron �"m uumes to and iwa-, I to be 1 W�band at
b dt respomb�of the erector.Addtional pro m em bradkg of mrrtlnrraa t 10.ox. sM tank r by
DATE: 4/27/2015 me ousted stnrdbrra r the respoaMpy cot to buldbp daognsr. s �r Mpa yWaNd«Igen1
raMrtrn imn ��
SEQ. : 6250300 4. 0eshadd be applM b step co Vow untll der d bectg W 4. or r tete rape erre respatlhre mrmacmr.
Ift oompbfs W at no Orm should any bads promer ran 5.Deep aaurnes trusses m to be used In a nKPCWo"he emaronmrA, .4
design Inds be**led to arty c«rpenanL and m ter•my mrdWrr of use. 6 51976
TRANS I D: 421787 5.CompuTn s hes no control wer and asoma no resp"lb4ry for Me IL DUW mums fd bewft at d support shmn.Shdm orwedpe H Ow '�tZG+j �4
rbk./on,hWNp.sNpmW W WWMbnofoo"VW- . T.Da adpyat aeYpgarprowW �+S R G1` 1
11fm11II0IIIII H11III1ppI III11lr11III tt11111III1IIIIIII ttpWpl11IIII IIIIIIIIIIIIIII IINIIIII 11ff11II00IIIII III1t1111I1I 8.Thr deslpn r furnbhetl subject b the ir4btlors sd bnh by 0.Pkrs end be boerd en both roes of ku siwl pbad w mek anter SI0NAL
Ilsul 1101 VIII lllll III VIII VIII IIII IIHI TPMCA In 13M.mMa of~wA be kwnkW upon rpwsL S.
bw )ekaoprroerbryv�
MITekUSA,IncJCompuTrusSoftware 7.6.6(1L)-E 1o.ForbabmnnacbrpWedeslpnvalussseeEBRA 311,ESR-isl/Mro0
IIIA III�IIiI This design prepared from computer input by
II PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 371- 9.0" IBC 2012 MAX MEMBER FORCES 4HR/GDF/Cq-1.00
TC: 2x4 OF 41GBTR LOAD DURATION INCREASE- 1.15 1- 2-( 0) 101 2- 9-(-461) 2432 3- 9-(-297) 203
BC: 2x4 OF 416BTR SPACED 24.0" O.C. 2- 3-(-2816) 577 9-10-(-313) 2024 9- 4-( -22) 518
NEBS: 2x4 OF STAND 3- 4-(-2548) 546 10-11-(-297) 1983 4-10-(-735) 262
LOADING 4- 5-(-1790) 473 11- 8-(-453) 2329 LO- 5-(-258) 1192
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF 5- 6-(-1790) 489 10- 6-(-111) 257
BC LATERAL SUPPORT<- 12"OC. DON. DL ON BOTTOM CHORD - 10.0 PSF 6- 7-(-2503) 560 6-11-( -29) 483
OVERHANGS: 24.0" 0.0" TOTAL LOAD - 42.0 PSF 7- 8-(-2752) 591 11- 7-(-244) 209
LL- 25 PSF Ground Snow (Pg)
For hanger specs. - See approved plans BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2012. 0'- 0.0" -310/ 1823V -2D7/ 219H 5.50" 2.92 DF ( 625)
THE BOTTOM CHORD DEAD ]AAD IS A MINIMUM OF 10 PSF. 371- 9.0" -222/ 1585V 0/ ON 5.50" 2.54 DF ( 625)
ICOND. : Desiqn checked or nett-5 psf) uplift at 24 "oc soacino.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/160
MAX LL DEFL- O.D40" @ -2'- 0.0" Allowed- 0.200"
MAX TL CREEP DEFL- -0.046" a -21- D.O" Allowed - 0.267"
MAX LL DEFL= -0.140" @ 19'- 0.0" Allowed = 1.842"
MAX TL CREEP DEFL- -0.333" @ 19'- 0.0" Allowed - 2.456"
MAX HORIZ. LL DEFL - 0.062" @ 37'- 3.5"
MAX HORIZ. TL DEFL - 0.102" @ 37'- 3.5"
Design conforms to main windforce-resisting
system and components and cladding criteria.
19-00 18-09
Hind: 140 mph, h-23.9ft, TCDL-4.2,BCDL=6.O, ASCE 7-10,
6-08-05 6-01-13 6-01-13 6-01-13 6-01-13 6-05-05 (All Heights), Enclosed, Cat.2, Exp.B, MNFRS(Dir),
load duration factor-1.6,
12 12 Truss designed for wind loads
6.00 p Q 6.00
M-4x6 in the plane of the truss only.
4.0"
s we
M-5x8(S) M-5x8(S)
3.1
0.25" 0.25"
4 6
M-1.503 + } + M-1.5x3 ����NGI e
78 E 9r
-
C>
c M-3xB M-3x4 8.25" M-3x4 M-4x6 c" h
L
M-5x8(S)L n9,L OREGON �
oQ
L L 9-09-04 9-02-12 9-02-12 9-06-04 9,7��'A UL
�S
2-00 37-09
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - B3 EXPIRES:12/31/2016
Scale: 0.1619
TAUL
noiset
1.B erecden cenba�r shown be od*W of d Genre(Nabs m"'�based ot„`�parameters shun and r,or.n hdMdMo�w'tisr�`°spy
Truss: B3 .lies Warnings before ooesmrmon hfiding coop herd.AppfleabMy ofdafyn parrne.Now2.
3.�AdMo� n web k"""rem saber diff a on 2.Design be kabiled Where shown ec ur mp component kbos m be the br. �r' y Oy
DES. BY: LJ rem end r IOP om udnsbnad twoughow
Is me respombly of fM.report AddMo fi parrrmererd branny r eondnuas shushing plywood arrd/er d `rywr '°y
DATE: 4/27/2015 me owrse0W be a Y me to any pet'rMe want'designer. S.ar ina.,x bdeofoa a carr eP-4*.d�sfwn,,,
4.No beds tf be appfYd m art'artponera nrrB afW r breeirp end 4.rsaleum aiwn a. r ries rng oenbntor.
SEQ. : 6 2 5 0 3 01 fesaners are oornper ford r no*m shoW any b>e&9rmr deen s.Demon.slimes beesa are be used in a rror►arresin er�,omner. .e �
assign b e&be applied a my component add we for'dry oonaton•of see. � , 51976
TRANS I D: 421787 s.compuTrus has no eontrof ow and assumes no responsibility for me S.Design Fumes Id bearing at u auppona sbere.SNm or wedge N O� �C7STEg�
abde.non.nNmre*ahipmad and twefardon of oongonerb y,Des eewerraemews"saegaea dnfoaye rpeafded.
S.This design is eerwhed adb)ed fo Me fkrmakorm sd tom by e.prw cow be bosbd own born ass otVow end pieced so Moir owner IONAL� l
I�I11 1111111
� "I Jill
�I�� MTeek USSA,lneJCompuT Software 76.6(IL� 10.
.�b annedar=dIn* -mews see ESR aft.ESR-19M(f,pYek)
11111111111This design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 371- 9.0" ICOND. : Desicin checked for net(-5 s uplift at 24 "oc s cin
TC: 2x4 OF A16BTA LOAD DURATION INCREASE- 1.15 Design conforms to main windforce-resisting
BC: 2x4 OF A1iBTA SPACED 24.0" O.C. system and components and cladding criteria.
TC LATERAL SUPPORT <- 12"OC. UON. LOADING Wind: 140 mph, h-23.9ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
BC LATERAL SUPPORT <- 12"DC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF {All Heights), Enclosed, Cat.2, -6.0,EXD.BMNFRS(0,
For hanger specs. - See approved plans DL ON BOTTOM A CHORD- 10.0 PSF load duration factor-1.6,
9 P PP P TOTAL LOAD- 42.0 PSF Truss designed for wind loads
Unbalanced live loads have been LL 25 PSF Ground Snow (Pg) in the plane of the truss only.
considered for this design.
JT 4: Heel to plate corner- 3.00" LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ab a an truss on continuous bearing wall DON.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. -1x2 or equal typical at stud verticals.
Refer to CompuTrus gable end detail for
90TTlk!CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
19-00 18-09
12-08-10 6-03-06 6-03-06 12-05-10
12 1 IM-4x4 12
6.00 p 3 d 6.00
1-5
M-3x5(S) M-3x5(S)
PRO C%
2 NGINEF �O
e 9
H-3x4 -
,�9,L OREGON ooh Q
19-00 18-09
2-00 37-09 L
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - B4 EXPIRES:12/31/2016
Scale: 0.2207 yALTL
WARMea: eRNmlAI.NOT13,unless athawisa nam: WAS
t.BW&r and erecdon contractor should be aavked a m ciatara Naas 1.Thh daagn is basalt"upon tMparaastars alnwn ave Is for an raDvidual
Truss: B4 and VAunkW before cocstruGbrt comma nus. kAft eewpananl.Apok@W of dagn paramount and propar
2 2x4 compression web braig must be I shlad wMta show+. stauporakn aeonpenaa Istria of this bMbq tlnlonar. �" O
3. 2 Dngn aaarrwn ft tap and botkm P=%hGrapy braced d
DES. BY: LJ is he reepero otdr aaaor p°rminmt of r is s rl,a lit s`wm pba�aw =and0or y y DATE: 4/27/2015 the metal structure Is the wsponamey atria bamYg desgau. 3.21 rki�a4 bddyip a Yrru Mbraadcrnqp raqurad wham atwwn++
4.No bus should be apples to any mompatant urd atter al boating ave 4.MaMatlon of cuss is His taspasally of tna respaaHa oordtaclm. a
SEQ. : 6250302 datsners ars complAh and at no*m sham any kms gtaaa than s.component a� a We tob used In a non-mn*iie awramam. 'd 51976
TRANS 2 D: 421787 s.°esign r �l:no ppkd am as:r mw aas ar.s no responsibility for ms a omy. '^d ^n at u swppaa anmrw,sown mwaap.H �O,�'pFc7 g� '
abdcalon,hanmrw,stop w and Installation a components provgad S G
�M I II III 111��� OIII �I e.Yee aasgn n MI,c subpar a ma sat Conn by e.�acerb*ko o^ kol truce ave peed so tl»Y ceMm SI)NAL
hull 7PNNrCA In SCSI.eoPlaa awhkf wW W IumYnm upon taquea arse eorwdde ern pin aaaer trxa
9.Dgla rrdloa era a in
rwiss.
MTek USP„IncJCompuTrus Software 7.6.6(1 L)-E 10.Fm bask connector plus d@ gn valves area ESR-1311,ESR-INS(MRel)
l�tl This design prepared from computer input by
V11111t
u PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 15'- 0.0" ICOND. : De3iqn checked for net(-S Psf) uplift at 24 oc sDacinq.
TC: 2x4 OF AILBTR LOAD DURATION INCREASE- 1.15 Design conforms to main windforce-resisting
BC: 2x4 OF AliBTR SPACED 24.0" D.C. system and components and cladding criteria.
TC LATERAL SUPPORT <- 12.0C. UON. LOADING Rind: 140 h, h-21ft, TCDIr4.2,BCD1-6.0, ASCE 7-10,
BC LATERAL SUPPORT <- 12'OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF (40 mph,
Heights), Enclosed, Cat.2, Exp.B, M7-10, ir),
DL ON BOTTOM CHORD- 10.0 PSF
TOTAL ]AAD- 42.0 PSF load duration factor-1.6,
Truss designed for rind loads
LL - 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Gable en truss on continuous bearing wall UON.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M-1x2 or equal typical at stud verticals.
Refer to CompuTrua gable end detail for
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
7-06 7-06
12 12
6.00 p 1 i M-4x4 a 6.0D
3
m 4 rn
C> ED PROFF
s�0
M-3x4 M-3x4 Q ]$ 9r
ON
2-00 15-00 v
9�pAUL
EXPIRES:12/31/2016
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - Al Scale: 0.4581
?AUL
WARNINGS: GENERAL MOTET,uadas obenise neRaar
1.Budder and er*Mw rxadractor oAoM be saAdsed aaa General Notes 1.Thk da*n b baW o*upon Le prameMR Mom and k b
far an *4da1
Truss: Al and rya dabs tonsb,atlbn oeawraaoes Huey eftapwaad.Appyubiry adWye p nonelem and r
2 era up
masbaweb bra ft mmt be bstled wham shorn.. 2 � a k 1 a1M bu
I*mpooki ldllgDfaa 0
s.AddNbnal taaapomy Orarig t Yraaa> dwby rbaphrdion CheNs b YNrsly
DES. BY: LJ 7 on and et to oa repsdbay w kss Maud auaapbadM k by
t m.resporeeGy�u a enrsor.AWMaoI prrarawd Madna a s� «ib N py,,,aW s C)eaaar
DATE: 4/27/2015 are overa6 stnacban k tlti nspasibMy sax buldlag daipnar. requlrW wrmra shwa.
a.No bW siaoull be sppbd m any eanapw,M wdy ear u bra, and 4. a b tlw r spor. y a n.nap.aw.a:na.a�or.
SEQ. : 6250303fnkmemamcm,geuandanemneah"aglooftvreMMos.Dalyra>.� . ro
awuebewoinaa anaarm&nL .e
de*n kala e be appaad any ownponwk and we for say aaa naaan• M. '8 �, 51976
TRANS I D: 421787 s.eompuTnm has no cows over ane aaanrs am mmWA t bran a.Deep arynwra NI beariq M ay support sAown Shim uwedga H O,�
tbrk&V n.hvW ft.s1dpawd ane bstaMbra a uaporwda. T
e.Tnr design b surdsind sub(M t nae Inatafons sot tM by a P°�n aarb,kaeona0t bd=,dand qW W oto saw error SSIDNALG ' 5
Trek U:A,a ecs6 sopa awNda ww be ameAW won regwaL a oMu q"bd`kac:a'At a`�e�`k .
Ai1Tek U5A,1nc./CompuTrl�a Software 7.8.8(1L� 10.For bask aonwebr pfw dagn value sot ESR0311,ESR•tass(MtTeq
�UIIIII This design prepared from computer input by
I' IIIII11 PACIFIC IUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 151- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00
TC: 2x4 OF #16BTR LOAD DURATION INCREASE- 1.15 1-2-( 0) 101 2-6-(-31) 576 6-3-(0) 349
BC: 2x4 OF #16BTR SPACED 24.0" O.C. 2-3-(-762) 129 6-4=(-31) 576
WEBS: 2x4 OF STAND 3-4-(-762) 129
LOADING 4-5-I 0) 101
TC LATERAL SUPPORT <- 12"DC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
BC LATERAL SUPPORT <- 1210C. UON. DL ON BOTTOM CHORD- 10.0 PSF
TOTAL LOAD- 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
OVERHANGS: 24.0" 24.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LL - 25 PSF Ground Snow (Pg) 01- 0.0" -155/ 858V -83/ 83H 5.50" 1.37 OF 1625)
(
LIMITED STORAGE DOES NO?APPLY DUE TO THE SPATIAL 151- 0.0" -155/ 858V 0/ OH 5.50" 1.37 DF 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. sin checked for net(-5 s uplift at 24 "oc spacing]
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 DELL- 0.040" @ -2'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -0.046" @ -21- 0.0" Allowed - 0.267"
MAX TL CREEP DEFL- -0.036" @ 71- 6.0" Allowed - 0.939"
MAX LL DEFL- O.D40" @ 17'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -O.D46" @ 17'- 0.0" Allowed - 0.267"
MAX TC PANEL LL DEFT,= -0.052" @ 3'- 11.8" Allowed - 0.508"
MAX HORIZ. LL DEFL - 0.006" @ 14'- 6.5"
MAX HORIZ. TL DEFL = 0.010" @ 141- 6.5"
7-06 7-06 Design conforms to main windforce-resisting
-11 system and components and cladding criteria.
12 IIM-4X4 2 Wind: 140 mph, h-21ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
6.00 p 6.00 (All Heights), Enclosed, Cat.2, Exp.8, MWFRS(Dir),
4.0" load duration factor-1.6,
3 �-�r Truss designed for wind loads
in the plane of the truss only.
1
0 0 '�E RO
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14-3x4 M-1.50 M-3x4
7-06 7-06
`9OREGON ooh Q,
t 2-00 15-00 2-00 y i5�IGQ
pA
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JOB NAME : LENNAR 2336-A WILLOW AMERICAN - A2 EXPIRES:12/31/2016
Scale: 0.3706 YAUL
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WAttNa40S: m.Th a MOLES,setas upon the nand: WpSI:►..C.�
1.8ulder and ereeson mmador shordd be advbed of IN Getter Noes 1.This deign t brad ody upon theppmarWea shown aM 6 4M an kndhrldrml O�
Truss: A2 and Warnings Debre oratrumbn cormmnces. boli 'D N.Applaahmy of deep immrters and poper
2.20 ormprealan web Waft must be bttolad where shown+. kaerponrrert of Component Is"r N sm W1d1M tloa�a��nor. ��' �O
s.Atiftonal temporary b.Ww to amuro steblly duMl construction 2.Mr asunw the top and bosem ch W Manly hraor'at y t,
DES. BY: LJ re.asneattao.a.rap.wwyuawsbnadthroglnrtrWr by _
Is the resporaso ft Nthe enttor.Additionaipertmment hnesg N �rypR shading SmO a tiywood sheMNrg(TC)-Deer drywa .
DATE: 4/27/2015 me overd str a tore Isthe teponaNky ofthe buUma dosgner. a 2x4r�a�brQ, a turd besMp nqutrsd when a.--
4.
own-+
4.No bed shouts be appied to any cenpenerd untl Nur d OncYp and 4.Irmu4tlon of tnas Is the IbFAy oreto ropeNve contractor.
SEQ. : 6250304 fasteners are complete aro N no Ince OwN any toads grester ttwt s.Design resumes vusaa oast b a fon arrow.avtrronmart vo tr
T RAN S I D: 421787 Dorn b'd'6i appled on to over m"t e.'nd am for Ift Design wC0"�0"barI st u strum,shkn er H ?��,p�51976
d.CanpuTnm ha a aatroi over and aaumas no resporxibry rornto nsorasro. f0Pp01u '""fie GISTER
lawcden,hand".shpneN and Ymsifalen N components. 7. ad�t�i p�a� S G
6.the design is bmithad auger a the Andh Ions ad form by s.r�d be Ieteted on bdh aaabsf true,and puwd so their order
IIIIIIIIIIIIIIIIIIIIIIIIIIUIII�I�DMet&YrCA In 8=1,copft 01*dch WOearntemedupon request 9. �' °In
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MITekUSA,IncJCompuTrusSoftware 7.6.6(1L)-E babanneclorptudesign valmsee ESR-tstl.ESRAM(MITe0
I
Illlllll�ll� This design prepared from computer input b!�
I� PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS 15-00-00 GIRDER SUPPORTING 38-00-00 IBC 2012 MAX MEMBER FORCES 4MR/GDF/Cq-1.00
TC: 2x4 OF 416BTR LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2-(-9210) 2046 1- 6-(-1778) 8098 6- 2-( -528) 2488
BC: 2x8 OF 416BTR 2- 3-(-6680) 1518 6- 7-(-1756) 8004 2- 7-(-2498) 594
WEBS: 2x4 OF STAND; LOADING 3- 4-(-6680) 1516 7- 8-(-1756) 8004 7- 3=(-1296) 5730
2x6 OF 42 A LL= 25 PSF Ground Snow (Pg) 4- 5-(-9210) 2046 8- 5-(-1770) 8098 7- 4-(-2498) 594
TC UNIF LL( 50.0)+DL( 14.01- 64.0 PLF 01- 0.0" TO 15'- 0.0" V 4- 8-( -526) 2488
TC LATERAL SUPPORT <- 12"OC. UON. BC UNIF LL( 450.0)+DL( 326.0)- 776.0 PLF 01- 0.0" TO 15'- 0.0" V
BC LATERAL SUPPORT <- 12"OC. UON. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
( 2 ) complete trusses required. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 01- 0.0" -1402/ 6300V -65/ 65H 5.50" 10.08 OF { 625)
Join together 2 ply with 3"x.131 DIA GUN 151- 0.0" -1402/ 6300V 0/ OH 5.50" 10.08 OF { 625)
nails staggered at: BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP
9" oc in 1 row(s) throughout 2x4 top chords, AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. C D. Desi n checked or net(- sf) uplift at 4 "oc s acin .
6" oc in 2 row(s) throughout 2x8 bottom chords,
9" oc in 1 row(s) throughout 2x4 webs, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
9" oc in 2 row(s) throughout 2x6 webs. MAX LL DEFL- -0.078" @ 71- 6.0" Allowed - 0.704"
MAX TL CREEP DEFL- -0.184" @ 7'- 6.0" Allowed - 0.939"
MAX HORIZ. LL DEFL - 0.022" @ 14'- 6.5"
7-06 7-06 MAX HORIE. TL DEFL - 0.037" @ 14'- 6.5"
Design conforms to main windforce-resisting
4-06 3-00 3-00 4-06 system and components and cladding criteria.
12 M-5x6 12 Wind: 140 mph, h-21ft, TCDL=4.2,BCDL-6.0, ASCE 7-10,
6.00 p d 6.00 (All Heights), Enclosed, Cat.2, Exp.B, N FRS(Dir),
load duration factor-1.6,
3 f Truss designed for wind loads
- - in the plane of the truss only.
M-3x8 2.6 M-3x8
2 4
A
M-5x16 M-5x16
PROFFss
1 M-3x4 M-3x10 -M-10x10 M-3x10 M-3x4 5C. `� �NGINEF9 /02
�4-04-04 3-01-12 3-DI-12 4-04-04-04-04 3-01-12 3-01-12 4-04-04 9 OREGON
15-00 WEDGE REQUIRED AT WEDGE REQUIRED AT HEELS). �qRY AS
1°A UL
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - AGIRD EXPIRES:12/31/2016
Scale: 0.4195 yAT7L A A
WARNW83: GENERALNOTBa,unless othiv kenoted:
1.Builder and amcfen contraclor,Muld be advised or all Geneml NOW 1.This deagn k based any upon the pamnrtere slheem and k for on In**w 'W
Truss: AGIRD aid warnlhgs before oaatrudlar comonw s.. bhlbkf conwnem.Appfnbffy of da W pa rnabm and
2 2x4 companion web bmdrg must M Matefed whore shown,. Inoorpor don of eunponenl k Me meponsEBry of 1M buf ing
2. n,amaym t ha ant boton danls b M br,ad�
s0 toP bhtuafy
.Ahltlltlorh,l tem to Nnu,
DES. BY: LJ �� lik" " T e u and at td o e rapadiv,y ahlsss brand aaagha,lair by " -
k o raI skucb e1the Mcltespor.Oftoml bull ft lnb-of conftmus shatilnf such apyrmd (TC)shorn tlryhgrl C)•
DATE: 4/27/2015 Meow balethe tapauf»fyofbteAdkhp all waft
er. S.ser .c brtlpkt or wral�ma„wweh w re"coa.
!.No lead should M aPDfho to arry oorrpahsnl WN afar sf twaeLg,nd 4. e1 k tlhe of ser rospedtre oenbacler.
SEQ. : 6 2 5 0 3 0 5 fns amem am complete and at no time should any loads(rester than 6.Dabn aeahmn 4hraa are b.rrsad k a mmcoRniw arberanem. .e
aapn iaa M,ppfed to arhy amponanL ,nd,re 1br'4y contlitleru'or see +f+ 51976
TRANS ID: 421787 s.c«bnaaa,eswhearYgaatauppMsshowrLshbnor aN O '� IS164� Si
S.ConhprTra Ms no corhucl own and sauna co rsspeaPolNyfm the a'hof G ♦`
tsbrlmfon.hadfnt,O*mrA and hole0sllon of ompeno ts.
nec" .
S.This daslp amec Is the ad on 7.
D"WhAi P Mall be located
k
oand ploa,o neb Mn&Vr" copies oiwhkhwill M umkhsd ups ragwL iw ewith coon&w.
f.01111115uofpadsM(TekUSA,IncJCompuTrusSd%vare7.6.6(1L}E 10.For aundpWaseeESR-1311. SSIONAL G 1
ESR-1918(Wek)
11M1111This design prepared from computer input by
II PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 91- 6.0" 1COND. : Design checked for net(-5 psf) uplift at 24 "oc sDacinci.
TC: 2x4 OF 91iBTR LOAD DURATION INCREASE - 1.15 Design conforms to main windfocce-resisting
BC: 2x4 DF 91SBTR SPACED 24.0" O.C. g g
system and components and cladding criteria.
TC LATERAL SUPPORT <- 12"OC. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. DON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF Wind: 140 mph, h-20.4ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, 11WFRS(Dir),
TOTAL LOAD - 42.0 PSF load duration factor-1.6,
End vertically) are exposed to wind,
LL - 25 PSF Ground Snow (Pg) Truss designed for wind loads
in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL �Gable en truss on continuous bearing wall 00N.
0.EQUI0.EMENTS OF IBC 2012 AND IRC 2012 NOT BEING HST. M-1x2 or equal typical at stud verticals.
i
ANCHORD CHECKED FOR D
AC LIVE LOAD. TOP AND
BOTTOM CHORD LIVE LOADS
ACRefer to CompuTrus gable end detail for
AT NON-CONCURRENTLY. complete specifications.
4-09 4-09
12 12
6.00 p I I M-4x4 Q 6.00
3
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JOB NAME : LENNAR 2336-A WILLOW AMERICAN - C1 EXPIRES:12/31/2016
Scale: 0.5752 TXUL A,. .p
WARWDM: GEMUMLNOTEa,Wero
eaaowWnMW: ri14�Vt�`9
1.Bolder and encaon conbacter should be adrised of al General Notes 1.This design is bred a*upon aM pramelefa ahoam and is far 10 kAftol 0
Truss: C1 and V mumps before ronwkedon comm ocas. buotdkp component Applutgly otdesign peranueisrs and r t;>o�
S.Ad umprwbn web bndng must re�ti where shomen+.��n 2 Daslp i mos f topanid bolrom d to be compormt is I*rop"Alalky �ly 1
S.Addtlomponsli ry MaeLg ct r.Ad respectlwy wJm Maud throughout r&k by
DES. BY: LJ isthe respomb0y of the reties.A11dgbnal prnsrwd bracing of T oc,rd s asses. _
DATE: 4/27/2015 bus sena etnrchn isms resporaloft or the ung aMaalnp sllclr M pllwses andAor dryv C>•
burg dMlgner. 3. err DrMpinp M Wnl eNp ngWred= sham+.
4.No Toad abmtl be aPPled fo any unprres 10tl aMr as bred"trod 4.MuMtlatlon oiiuw Is IM nWH of IM rrpecen contractor. a
SEQ. : 6250306 fnkners an oonpisls 1011 at in on should arty bads grosser mena.Design Meknes hares aro to be used In a nrfamosM amMonment. .0
design beds be applbd to any co npones. and aro fordlaon"of use. 51976
ms 'city cor
TRANS I D: 421787 s.Computrus has no co*W oar and esswno resporPolly for the g•Deng"maw"fog Bart at ag stippons SPR SNm or Wedge H
tabricarbon,hamlet.ship eni end gWhtlau of necessary.
S.The w:rgn is nrm.ned augeq fo the irdtaaors set roan �a�Me pw{ded SI NA J 5
„� III II„,�,„,I�,„ �I.I„I�„, br A PI alnl be buMd an Caro”
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esesisOur,rd pputl so mea motet S 0 .j, G
II III �IHUI IIN' Illi III TPaavfC„N BCSI,topes of ankh wi,be N�had upon squat Ines coincide Wish JoM asses lirresr es.
Mrrek USA,InalCom uTrus Software 7.6.7 1L 10.FMsb 1eao`n=0pf eWdis"M'
P ( pfet ealgn valve sea EBR-131 1.ESR-1908(MlTelq e
A
��fNllll This design prepared from computer input by 4
`u PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS 19-00-00 GIRDER SUPPORTING 38-00-00 IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00
TC: 2x4 DF A1iBTR LOAD DURATION INCREASE - 1.15 (Non-Rep) 1- 2-( -162) 734 1- 6-(-586) 170 6- 2-1 -122) 406
BC: 2x8 DF A2 2- 3-( -272) 1400 6- 7"(-600) 172 2- 7-( -732) 210
WEBS: 2x4 DF STAND; LOADING 3- 4-( -272) 1404 7- 8-1-488) 2374 7- 3-(-1406) 298
2x6 OF STAND A LL- 25 PSF Ground Snow (Pg) 4- 5-(-2872) 624 8- 5-(-514) 2494 7- 4-(-4256) 996
TC UNIF LL( 50.0)+DL( 14.0)- 64.0 PLF 01- 0.0" TO 191- 0.0"V 4- 8-( -818) 3852
TC LATERAL SUPPORT <= 121DC. UON. BC UNIF LL( 450.0)+DL( 326.0)- 776.0 PLF 01- 0.0" TO 191- 0.0"V
SC LATERAL SUPPORT <- 1210C. UON. BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
M-1.5%4 or equal at non-structural REoOIRENENfS OF IBC 2012 AND IRC 2012 NOT BEING MET. 01- 0.0" -499/ 2287V -82/ 81H 119.50" 3.66 DF ( 625)
vertical members Won). 51- 4.3" -620/ 2748V 0/ OH 119.50" 4.40 DF ( 625)
( 2 I complete trusses required. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 91- 6.0" -1668/ 7458V 0/ OH 119.50" 11.93 DF ( 625)
Join together 2 ply with 3"x.131 DIA GUN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 191- 0.0" -767/ 3467V 0/ OH 5.50" 5.55 DF ( 625)
nails staggered at:
9" oc in 1 row(s) throughout 2x4 top chords, 1COND. : Desi n checked for net(-5 sf) uplift at 21"oc s cin .
6" oc in 2 row(s) throughout 2x8 bottoa chords, VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
9" oc in 1 row(s) throughout 2x4 webs. MAX LL DEFL - -0.025" 8 131- 7.7" Allowed - 0.429"
MAX TL CREEP DEFL - -0.058" p 131- 7.7" Allowed - 0.572"
MAX HORIE. LL DEFL - 0.004" 8 181- 6.5"
MAX HORIZ. TL DEFL - 0.006" 8 18'- 6.5"
9-06 9-06 Design conforms to main windforce-resisting
5-06 4-00 4-01-12 5-04-04 system and components and cladding criteria.
Wind: 140 mph, h-21.5ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.B, FWFRS(Dir),
6.00(7 IIM-4x9 Q 6.00 load duration factor-1.6,
9.0" Truss designed for wind loads
H-30 M- X5 in the plane of the truss only.
M-2.5x4 or equal at non-structural diagonal inlets.
M_1. M-1.5x4 Truss designed for 4x2 outiookers. 2x4 let-ins
M-3x5 M-3 x5 of the same size and grade as structural top
M-3x6 M-4x8 chord. Insure tight fit at each end of let-in.
Dutlookers must be cut with care and are
M-3x5 2 4 permissible at inlet board areas only.
M-6x16
M-1.5x4
M-3x5 M-6x16
, �D I • I � ' \
-3C',
Mx10 M-8x10 M-3x10 M-3x4 07$ E 9�
9-06 4-01-12 5-04-09 OREGON
2� �(i� 20 Q-
-� y9�qRy 15
19-Qo
PAUL P`
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EXPIRES:12/31/2016
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - DGIRD Scale: 0.3309
'PAUL Art",�+,
wAPMeg: OEahSRAL.Morns,uaem osrn4ee nand:
1.Bulder and ertc8sn Magda should be aA4sed of a8 Owwal Maes 1.This dealyn is based adf'opal fa pwammis shim sad b me an bmwdua
Truss: DGIRD mid wtmkv,-l..CV&Vucft camilorm+• Wift "Appillubliky efdomp pwamidam�p�tgaf
2.2r4 armprasslon web G><'8q taxed De krldad e9un sbwm+. amnparrx Y M mpsmbBly wft Midbl q dybnar. ��' Q
A Pddiborut�tiY b a ft ls laam usbfrY duMp cerrhudoa 2 Dasipn aaaumas bu lsP and boban doted:b be Warij booed aF y Z
DES. BY: LJ 20.0.sed at 10'Dr-mpedMly uaem Grand touploat 00WGMM by
h 9a mparbfly of fe ands.Addtionsl Iawnrnaa GaemD a eadnous shufkrp such u pyaood ardfor
DATE: 4/27/2015 9n ovenl atrucese is the reapanslbly oikrG bukskq dssbnw• a 2r bread bd( er Metal braft r shown.+
4.No bad should be applied to my wmpawd unlp*W*111dny Gased 4. er M to m Nky Gift mpecon eanwaeW.
SEQ. : 6250307 0u an we compels ad at no Imo should any bads pmts fan 6.Deep asaanm wuaws we to be used In a rwoeonawe wrvtrwanaa. 4 51996
deftn bads be omnponeft sed we for"dry cwfdtloa"of um.
T RAN S I D: 421787 s.c Tnn ran c�ashq ow aad uwrrs no mvoraefy for fa 6.D sips umm aadf bpara�aq a ak supppawhiWow.Shim of wwlpt If � 'PctC g�f1G�1
oluilladon
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IkkOk�INk Il,kl akl glka IBB kkW Ikkl I„1 TPIIWfOA In OOSI.oepks awldah wf be AsnYhed open n9uest• Was mbwJda Wf Op' eapa keys.
9.Dgls kdleate she a b krAes.
AU'Tek USA,Inc./CompuTna Softw�am 7.6.6(1 L}E 10.Far bmk cerxredor deapn vshrm nee Ee1t-1311,EBR-19118 ffTelg
1111111This design prepared from computer input by
I PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 21- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cc-1.00
TC: 2x4 OF M16BTR LOAD DURATION INCREASE - 1.15 1-2-( 0) LD1 2-5-(0) 0
BC: 2x4 OF Ylt:BTR SPACED 24.0" O.C. 2-3-(-197) 71
TC LATERAL SUPPORT <- 12"OC. UON. LOADING
BC LATERAL SUPPORT<- 12"OC. UON. LL( 25.0)+OL( 7.0) ON TOP CHORD - 32.0 PSF
DL ON BOTTOM CHORD- 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED 3RG AREA
OVERHANGS: 24.0" 24.0" TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
0'- 0.0 -B1/ 421V -9/ 107H 5.50" 0.67 OF ( 625)
LL - 25 PSF Ground Snow (Pg) 1'- 9.2" -156/ 71V 0/ OH 5.50" 0.11 OF ( 625)
(
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 21- 0.0" -154/ 358V 0/ OH 1.50" 0.46 OF 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. COND. 2: Desi n checked or nett-5 s uo i t at 24 "oc s acino.
12 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
6.00�;7 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL- 0.040" p -2'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -0.046" 8 -2'- 0.0" Allowed - 0.267"
MAX LL DEFL- 0.042" 8 4'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -0.050" 8 4'- 0.0" Allowed- 0.267"
MAX TC PANEL LL DE. - D.O10" 8 1'- 3.1" Alloyed- 0.098"
MAX TC PANEL TL DEFL- 0.011" 0 1'- 3.1" Allowed- 0.148"
MAX HORIZ. LL DEFL- -0.001" 1 1'- 11.2"
MAX HORIZ. TL DEFL- -0.001" 1 1'- 11.2"
Design conforms to main windforce-resisting
system and components and cladding criteria.
3 0
a Wind: 140 mph, h-15ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
o (AL1 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
' load duration factor-1.6,
N
End vertical(s) are exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
rn
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JOB NAME : LENNAR 2336-A WILLOW AMERICAN - E1 EXPIRES:12/31/2016
Scale: 0.7345 'PAUL Rl
D�
WARNINGS: GENERAL140711111,uNaas aawMaa noree:
1.Balder and arecdon contractor should be adrbed of al GvmW Naha 1.TMs tlWpn Is basad a*upon to drown and k for an hdlndual
ya
Truss: El and wami gs eater"oenwucton commmaes, hrldrg anponent.AX&abfKY of `asap Womalgs.d ar �C� Q>,
2.ata compression web not � 2.De irmepandlon« and compament kbeftearn aw&for yu sly I atAft � p�
DES. BY: LJ zocandativoe�rnpac1hP* I bn�mrwq atheirx by _
k the rsponsEry d ma arador.AdtlMorW pensnant brarig of ca Brom shut"such s plyaood aq�Yq( )soma 4ywa1
DATE: 4/27/2015 me owat$Vuetkn k the respomNky of the brill"designer. s,=bddpbg a W"bred required a ra shorn++
i 4.No lead should be appled to may oongonent unt6 after a0 bradng and 4. of toss k to r of he mapectve aentrada.
SEQ. : 6250308 floWners ars angkh and at no We shout arty Mads greeter than L Dasigrt asswra tnmsea we to be and ro a rtonsonoahre envranrwd, .4 �
destgn rook be appled to any component and am for"dry mom"of use. 'p ,� 51976.,.c1
TRANS I D: 421787 s,oomMTnm has no control ever and a ono no responsUfy for the 6.necessary.wpasumn tua bearing at u supporta sham,shim or wedge B O
fabrkatlon.hw drg,shipment and r i l"oil, of canpamnk. 7. aaaumas d �C
,HryI caft
�11IIHINII111 IIIIII��1 IIHIIIIIIII on
0.This deeyrt k tlmdsMd aubJeu h mW111 be a Matlons ad upon Cann by 8.Deep
be taC JA on boor 0haskotti�d,=9d.
be
placed to mer saner
II,II�alila Ilan VIII 11111111111 I MRek USDA„1 COmpUTfUS S01M a1La7 6.7(1 L � O.km o*dda wkh loft center Mea.
OFwDsk comectw tlnlpn valve see E6R.1611,ESR.te66(MRep y
1
INI��11 This design prepared from computer input by 2
'I PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 21- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cc-1.00
TC: 2x4 OF #liBTR LOAD DURATION INCREASE - 1.15 1-2-( 0) 101 2-5=(0) 0
BC: 2x4 DF f16BTR SPACED 24.0" O.C. 2-3=(-197) 71
3-4-(-101) 0
TC LATERAL SUPPORT <- 1210C. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. UOIL LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
DL ON BOTTOM CHORD- 10.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA
OVERHANGS: 24.0" 24.0" TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
01- 0.0" -81/ 421V -9/ 107H 5.50" 0.67 DF ( 625)
LL - 25 PSF Ground Snow (Pg) 11- 9.2" -156/ 71V 0/ ON 5.50" 0.11 OF ( 625)
21- 0.0" -154/ 358V 0/ ON 1.50" 0.46 OF 1625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. OND. : Desi n checked for net(-5 s uplift at 24 "oc soacin .
12 BOTTOM CHORD CHECKED FOR lOPSF LIVE ]AAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/lBO
6.00 p AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL- 0.040" @ -2'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL- -0.046" @ -21- 0.0" Allowed - 0.267"
MAX LL DEFL- 0.042" @ 4'- 0.0" Allowed - 0.200"
4 MAX TL CREEP DEFL- -0.050" @ 4'- 0.0" Allowed - 0.267"
MAX TC PANEL LL DEFL- 0.010" @ 11- 3.1" Allowed = 0.098"
MAX TC PANEL TL DEFL- 0.011" @ 11- 3.1" Allowed - 0.148"
MAX HORIE. LL DEFL- -0.001" @ 1'- 11.2"
MAX HORIZ. TL DEFL - -0.001" @ 1'- 11.2"
Design conforms to main windforce-resisting
3
M system and components and cladding criteria.
0
e Wind: 140 mph, h-15ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
C (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
I load duration factor-1.6,
N
End verticals) are exposed to wind,
Truss designed for wind loads
in the plane of the truss only.
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JOB NAME : LENNAR 2336-A WILLOW AMERICAN - E2 Scale: 0.7345
?AUL
wARNMS' GENERAL NOTES,Wien eawsbs noel
1.Buller and mecum cw*adw shoWd be adv nd or at Gw"Nobs 1.This daalpn b bred any upon M pabnbbb shewn ana Is for an kaMd" 04
Truss• E2 and vwrrdnp,bd*m rmrInxIbn oxwnences. bulerrp a m"necL Appicabft of daalpn pabnrabb and C4' was p
2 aro mnprerion wee twadrg Ewe tis kbbllse whue shown+. kmrparalbn of component k M rsspar aft of M hep �'C O
s.Addmonr tampon"bnainp b haunt lurk p onsbuc don z.Drlpn wars M by and totem at W b t.bar h that y
DES. BY: LJmspft� pimmanonc sec.ane st es as r ch as y uMrs twain M&ndW that h _
DATE: 4/27/2015 M ovwd st ears b mem b� °D'W1M1011sne.twq sum r Nft Mwas kram s own++yrht�C)'
eeskmer• s �bddpkg"Nwalbladnprogrendwhersahorm++
A shouts be bad shoba appaed b seY oempernt urr9 WW a4 braokp and 4. of krr Y M nspormlry"M erpsctive canbaUor.
SEQ. : 6250309 frbnaa am comyns and at no ana shored airy wads grew I= s.DeOpn rsumr tuna we to be mud b a"WOO ossa anvton=K .0 a
du„loads m lo my�ar,ax, and we w'ay oor&0 a"of usa. 51976
TRANS I D: 421787 j S.CompaTnn has no co"ser and aasrrws no rape"bft 1brM S. aA trarkg at a4 suppeds skarm fth w wwpa N
lalm on.hanrmrg,aldpmeM and kadWtlon N s 5
I�ly_
11111111111111 (W a
TM.'rCA u krrnmae:r,�.a b h bar am aim b� 'a P�.k M w bD„°r�00borNe °adne pl.aed.o Mr a.n<ar s I�NAL 1
lou' �II I TPUNRG In 11084 caPles of wldm wq be kanWbd open raqurt LM kWlab sk7a of qsb k w.
MiTek USA,Ine./CompuTrus Solhwwam 7.6.7(1 L}E 10.Far talc ecru=pant dMpn v"sea ESR-1511.ESR-1800(h4Tek)
1111111MThis design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 21- 0.0" IBC 2012 MAX MEMBER FORCES 4NR/GDF/Cq-1.00
TC: 2x4 OF #1&BTR LOAD DURATION INCREASE- 1.15 1-2-( 0) 101 2-4-(0) 0
BC: 2x4 OF #1&BTR SPACED 24.0" O.C. 2-3=(-87) 29
TC LATERAL SUPPORT <- 1210C. UON. LOADING
BC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF BEARING MAX VERT MAX HORZ ERG REQUIRED BRG AREA
DL ON BOTTOM CHORD- 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ IN. (SPECIES)
OVERHANGS: 24.0" 0.0" TOTAL LOAD - 42.0 PSF 01- 0.0" -161/ 577V -7/ 65H 5.50" 0.92 DF { 625)
1'- 9.2" -123/ 59V 0/ OR 5.50" 0.09 DF { 625)
LL - 25 PSF Ground Snow (Pg) 2'- 0.0" -58/ 43V 0/ OB 1.50" 0.07 OF ( 625)
12 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. : Desi n checked for net - sf uplift at 24 "oc s acro .
6.00 p REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL- 0.040" @ -2'- 0.0" Allowed - 0.200"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL- -0.046" @ -21- 0.0" Allowed - 0.267"
MAX TC PANEL LL DEFL- 0.004" @ 1'- 0.9" Allowed - 0.098"
MAX TC PANEL TL DEFL- 0.004" @ 1'- 0.9" Allowed - 0.148"
MAX HORIZ. LL DEFL - -0.000" @ 1'- 11.2"
MAX HORIZ. TL DEFL - -0.000" @ 1'- 11.2"
3 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,
(AL1 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Oir),
,. Load duration factor-1.6,
o Truss designed for wind loads
e in the plane of the truss only.
0
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JOB NAME : LENNAR 2336-A WILLOW AMERICAN - E3 EXPIRES:12/31/2016
Scale: 0.9516 TAUL A.
WARNOM: GRUNtAL 140718,wase odowSa melee: -`�V
1.Bsider srd eracaan CD*SdOr Should be ahfvbsd of ss OaehU NOW 1.116 desgo Is based ony upon 1he peraineWs
.beam and b M an IndtAftm O
Truss: E3 sod uwmkVs before carsm"m commences. bh"V�"�APPA e'� aneft*n sed r
2.at4 compressbn web thradrg nws!be insassd where sham+, 2.kmPma en i rsmtoprow Is e"toM=81
=81the h h": ec e'
3.AddltorW amponry breelrg to khahme d Y dwrkg cwnbwdion h �'�.
DES. BY: LJ 7os.wdstl7oa weem.oem
b tlr nhspohhashiy of ss anxsor.AetlWoml permsrheht eraeihp of conWaous sheeftq such aspywoea widkr W
DATE: 4/27/2015 She ovsrss etrhhebna b ms wspanbiry ams tahltlYg dag ur. s �aiepkha r wyry nquked w �Snar n+.
4.No bad should be appled b wq txwnperAV urd aper as weft end 4. of rose k she of"respeowe oonbactw.
SEQ. : 6250310 fulm em arecompete ane at as rtas stheutl arhy made yroatarsan s.Dago assumes Mxm ere be u.in a nwrcaroswe enwonment. .d
TRANS ID: 421787 d0*n beds be apples towrga"ptem. aro as aorWyoNnsdBerh"of we. ,Q 51976.cl
s.CompuTr s has no contra aver and assumes no resporodlry form &e D@Wp beoft at as support shown.shim orwedge n OA FCIS'fERG-
hbrlc>ttlorh.thanhfrhp,shOnwd and kedeled"of oonvor wAs. "MCNIA".
0.This deco Is awhished subod to du 10dors set fedh by e.pbY yW be bubdWmeM=b=.1 O d so mer soar SSIONAL�G
IIIAVIII I��� ��ILII ( MITeekk fUS4,in�ompuT s Software copies 0which wN be 7 6 6(1 L}E 10. gaps daagn vatoa we E8R-13 t t.E9R.19U(WTok) r
r
MillThis design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 151- 3.5" ICOND. : Design checked for net(-5 s t at 24 "oc soacin .
TC: 2x4 IF A1iBTR LOAD DURATION INCREASE- 1.15 Design conforms to main windforce-resisting
BC: 2x9 DF 41iBTR SPACED 24.0" O.C. system and components and cladding criteria.
TC LATERAL SUPPORT <- 1210C. DON. LOADING Wind: 140 mph, h=21.1ft, TCDL-9.2,BCDL-6.0, ASCE 7-10,
BC LATERAL SUPPORT <- 1210C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
DL ON BOTTOM CHORD- 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
TOTAL LOAD- 42.0 PSF load duration factor-1.6,
Truss designed for wind loads
LL - 25 PSF Ground Snow (Pg) in the plane of the truss only.
LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL a e en truss on continuous earing wail DON.
-1x2 or equal typical at stud verticals.
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING NET. Refer to CompuTrus gable end detail for
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
complete specifications.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
7-07-12 7-07-12
12 12
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Scale: 0.4638 ?,KTJL
j VVMNOM: GENOUL NOTM.unless atharwre norW:
W
1.Builder end erection contractor shoal be aMsed of all w General No1.Thr deep Is bred only open rhes pwarnatere
oam and r for an rdutliad OF
Truss: F1 and balers coabuction wrvmnces. h&"anrportent AppAnOlWy of pwaabmal«s
2.2YA anpnssion web bradrg must be rvNed!where shown+. al compr til
onent ts wponshcal the buldYq Oalpnar,
3.Addtlorl temponn bracYg b kmun abbgly dung eonsbugbn 2.Desipn cramp Me top ant boeom diads b be Nbraly braced at y ��,
DES. $Y: LJ , Mint 7o.�aedstto•oc.mspedhwly order braced throughout th*length by _
Is tlts of lie ereebr.AddWorral conrruor sheathrp such an Ilb —d she andlor drywal(BC).
DATE: 4/27/2015 the overal stntcWre r Me respeabt4ty ettlre tsrdeg aesgraw, s.2r rrmect b.(d a mral bariq rogwmd ahwn..
4.No load shOWd be applied m any component u d!alar a1 bmdng and 4.YrgYOpr a bua r n.mepanalh W sen mapec"contractor. a
SEQ. : 6250311 fasteners re compente and at no tine shadd cry beds greater the s DasW assumes tmssr am b be used In a nwranaw.emlmmrent. .d
design baa be oppled to any component and an ta'tlry oorrdllarP of ass. 51976
TRANS I D: 421787 S.CorrWTnd has no control over ares aswmr no wponslbity for Me &3=fa bearbrp xt ant supports shown.SMen orwea/e If
,'ry'pll,�l��l��mpq����ry���epry�l tsbrbation,trrrdl4rp,shipment and r.tsOdbrt of anporwnb. edepu�e pow, C
�'lll 1111111It1 Emil
a.This ergo r CSI,cc subject to Me Machu a tol r e:bw sh rand on rd4ur,end proed so asserts contests SSIONAL G J K
(�11�1I I�N� TPVN?CA r SCSI,cepw ofwhich will b.Nnrhed apon requeR alp eertlde whh)obd antes Ines.
ISI I'll III��I Dipb YaMnta tial of erre h reran
i MTek USA,IncdCompuTnts Software 7.6,6(1 L}E to.For Drb connecter p=dpgn vwr ne ESR•ts1 t,ESR-1986 OWReq
1III1flI This design prepared from computer input by
PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 15'- 3.5" IBC 2012 MAX MEMBER FORCES 4BR/GDF/Cq-1.00
TC: 2x4 DF YI4BTR LOAD DURATION INCREASE - 1.15 1-2-( 0) 101 2-6-(-32) 589 6-3-(0) 357
BC: 2x4 DF $liBTR SPACED 24.0"O.C. 2-3-(-778) 132 6-4-(-32) 589
WEBS: 2x4 OF STAND 3-4-(-778) 132
LOADING 4-5-( 0) 101
TC LATERAL SUPPORT <- 12"OC. DOW. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF
TOTAL LOAD- 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
OVERHANGS: 24.0" 24.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LL - 25 PSF Ground Snow (Pg) 01- 0.0" -157/ 870V -85/ 85H 5.50" 1.39 DF i 625)
(
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 15'- 3.5" -157/ 070V 0/ OH 5.50" 1.39 DF 625)
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. [COND. : Design checked for net(-5 Ds t at 24 "oc spacing.]
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- 0.040" 8 -2'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL= -0.046" a -21- 0.0" Allowed - 0.267"
MAX TL CREEP DEFL- -0.038" 1 71- 7.8" Allowed 0.958"
MAX LL DEFL- 0.040" @ 17'- 3.5" Allowed - 0.200"
MAX TL CREEP DEFL- -0.046" 8 17'- 3.5" Allowed 0.267"
MAX TC PANEL LL DEFL= -0.057" 8 41- 0.7" Allowed- 0.518"
MAX HORIZ. LL DEFL- 0.006" 8 14'- 10.0"
MAX HORIZ. TL DEFL - 0.011" 8 141- 10.0"
7-07-12 7-07-12 Design conforms to main windforce-resisting
Ir system and components and cladding criteria.
12 12 Wind: 140 mph, h-21.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
6.00 p IIM-4x4 Q 6.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
4.0" load duration factor-1.6,
1 ! I Truss designed for wind loads
in the plane of the truss only.
1.
PRo�Fss
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pA UL R�
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - F2 EXPIRES:12/31/2016
Scale: 0.3641 TXUL AA
Will NNW* GOWLAL MOTiFa,awns edrenere rand:
1.Bu4nr and uacdm coraacnr shah be advised of an Garen Main 1.This deeps is based ony upon tlr prmnnshown and r for an M&WN O 'W
Truss: F2 and Warnings beta.amttudon commences. bnHng compared.Appfkab�lly of deep paramen,a am pproropeWrr
2.Za compression web bracing must be healed wham shown+. 1MOWD60141011 of OW006ftt r ted ttsof f1es building deslotrt. �T
s.Addlrtem
naf temporary ft ft to insure sb bft dung eaubudon 2.Onto assumes the�andndMs nhy rac
bottambe kW*braced at CO O.y
DES. BY: LJ r ere reapensbllly of the encea.Adds!"pemuna s bang of 7 o c and d 10f&c.rap.dwy unless broad lxeuphout fhir brag,by _
DATE: 4/27/2015 the overall sh9bae b the auperalbly of the building designer. 7.a�r"arors slreasrYfp suer as pywood sMaewrwe andbr drywall }
4.No bed shoo"M n =t bAdpifa a rMalyr�raqukad when siwrm+
SEQ. . 6 2 5 0 312 faenner we 'ft an t W ampenenl rads ie"'l taaehp and 4. elf-in r rtes respomb3ey an.nepedw oawrader.
• complete and at rb torr should arty bads gnear duet S.Dalpn assumes buuas an b M used r a natoonaNe emaorarwnl, .'0
TRANS I D: 421787
design be&be apphd m my componaf s end ar armblaen"ofM d 51976 QQ��
S.l wWTnm has no cot*d o"r and assns•no taponsrmy for fine wft suPpods shown.Shim or wedge H
fabdcallM has 0 .sMpnrrw and bwWslon of canponerwa. rAclowassumes o�ovW 1
VIII I Illel Ylll mel 1.Thla engn r nmrbed subJedte the irdlalors set fad,q !.P Ya e co bossed rder If irotYw,�irw Orae so thdr comer SSIONAL"'"G v J
7PIANlCA h SCSI,apia of wlwdf efl a hnnrfred upon rpueet 9.
��joYowuannWrdhi.
Mlrek USA InclCompuTrua Soflwere 7.8.8(1 L)E 1o.For wue amedor pfn.des .Mss see ESR-1311.EBR-1 IN(M rep
W11111This design prepared from computer input by !
PACIFIC LUMBER AND TRUSS-BC /
LUMBER SPECIFICATIONS TRUSS SPAN 151- 3.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00
TC: 2x4 DF #14BTR LOAD DURATION INCREASE- 1.15 1-2-(-780) 156 1-5-(-46) 591 5-2-(0) 357
BC: 2x4 DF #14BTR SPACED 24.0" O.C. 2-3-(-780) 138 5-3-(-46) 591
WEBS: 2x4 DF STAND 3-4-( 0) 101
LOADING
TC LATERAL SUPPORT <- 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD- 32.0 PSF
BC LATERAL SUPPORT <- 12"OC. UON. DL ON BOTTOM CHORD- 10.0 PSF BEARING MAX VERT MAX HORZ BRIG REQUIRED BRG AREA
TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 0.0" 24.0" 01- 0.0" -76/ 641V -83/ 68H 5.50" 1.03 DF ( 6251
LL- 25 PSF Ground Snow (Pg) 151- 3.5" -167/ 094V 0/ OH 5.50" 1.43 DF ( 625)
LIMITED STORAGE DOES NOT APPLY DOE TO THE SPATIAL COND. : Desi n checked for net(-5 Ds lit at 24 oc s ecin .
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MAX LL DEFL- 0.040" # 171- 3.5" Allowed - 0.200"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL- -0.046" # 171- 3.5" Allowed - 0.267"
MAX TC PANEL LL DEFL- -0.062" # 41- 0.7" Allowed- 0.510"
MAX TC PANEL TL DEFL- 0.339" # 41- 0.5" Allowed- 0.778"
MAX HORIZ. LL DEFL- 0.006" 1 14'- 10.0"
MAX HORIZ. TL DEFL - 0.011" 8 14'- 10.0"
7-07-12 7-07-12 Design conforms to main windforce-resisting
system and components and cladding criteria.
12 12
6.00 p IIM-4x4 Q 6.00 Kind: 140 mph, h-21.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
(All Heights),29 0" factor-1.6, Exp.6, MKFRS(Oir),
load durationr
Truss designed for wind loads
in the plane of the truss only.
Ct> L
MM
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1 M-3x9 M-1.5 5x3 M-3x4 4 o c; ��`NGif s�o�
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7-07-12 7-07-12 v h
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15-03-08 2-00 "9,4 G'QRY 115 �Q,Q
UL Fly
EXPIRES:12/31/2016
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - F3
Scale: 0.4125 YAjJj,
WARNNW: GENERAL NOTES,wrWs otarwra noted: O4 W. $k„-"Y�p_
1.Balder and erection contractor shoal be advbed aal Gering Naha 1.ThY CMSW Is hoed Wq upon the pararrala s shorn and Is to an MdMduW
Truss: F3 and Vftrrko before om*nrc6Nn anannces. larldag anpoant ApokabW ad.sbn pranrters ard MW
2.2x4 eompreubn web brsdrrp must be irarlW where slaver r. Yrearpora0an a amounted k tba Nthe NJ M1.61-
DES.
Y�d alaalsirr• O
S.AddConal rmpoary twacI to Yame shbRy dwft Nomtrumor 2 r ox- N arae eM taP and DNMan� YMrPW their H
DES. BY: LJ 7N.c.aMatto'oareapectM*ioadsossamroramftaar M -
DATE: 4/27/2015 eMwaagaWawelathe mpaN NtlwWAftdn�.N a aerlrasradnq aahaa where)0- erywayac).
YhA�Wct brYlpYrp o 1Maral brarinp rsprdrse wnas sMsm*+
4.No load staNi be oppl d to any a mperwd tvd afar y braaYq ark 1.4ahfatlon Ntross r tlr rn Nthe rnpsaiw Nordrat4o. R'
SEQ. : 6250313 tamnera are tinplate and at re fms alarda wW bads greater tlten s.DOaipn� rm Baa u�O°fea uw In a naFamaNe amtraanwa 0.p 51976
deslpn bads be apprise m arty mm Insta baarYp uppoh shown.shim erwope K
TRANS I D: 421787 s,c,,,,p�,,,,has,,,mrdrN owx aria anwas ra responarEy ror nra e•l>atprr aawmes hl at as s O '�CISTB4� �V
talxbaaon,lardYrrp,aheprtant ag MW War
of wmporanb. 7.De a0egah drWapa b povldad. SS G11 I
I�� IIID mill IIIf1�'I ILII
S.this asagn M tumishse sssct hi the it be X u ant tom by a.Pala seal ba hated a bum Uas of Wn,and orae so tn.r center r�NAL 1
TPUNRCA In BCs4 copies awbkb u,l M aanrntl upon squat 9. oaaee with lM aMo fru.
Dig
MLTek USA,kxJCompuTrus Software 7.6.6(1 L)-E 0.Frraapprgd
sn ESR-1311.ESR-t INS(MtTek)
I'1Itlllllll This design prepared from conputer input by
ILII PACIFIC LUMBER AND TRUSS-BC
LUMBER SPECIFICATIONS TRUSS SPAN 14'- 9.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
TC: 2x4 DF (F16BTR LOAD DURATION INCREASE- 1.15 1-2-(-742) 150 1-5-(-40) 550 5-2-(0) 344
BC: 2x4 OF 41iBTR SPACED 24.0" O.C. 2-3-(-734) 131 5-3-(-40) 550
WEBS: 2x4 OF STAND LOADING 3-4-( 0) 101
TC LATERAL SUPPORT <- 1210C. 00W. LL( 25.0)+DL( 7.D) ON TOP CHORD- 32,0 PSF
BC LATERAL SUPPORT <- 12.00. UON. DL ON BOTTOM CHORD- 10.0 PSF BEARING MAX VERT MAX HORZ ERG REQUIRED ERG AREA
TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
OVERHANGS: 0.0" 24.0" 01- 0.0" -74/ 620V -82/ 66H 5.50" 0.99 DF ( 625)
LL- 25 PSF Ground Snow (Pq) 141- 9.5" -165/ 874V 0/ ON 5.50" 1.40 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL COND. : Design checked for - u net sf) lift at 4 "oc s c ,
in
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX LL DEFL- 0.040" 8 16'- 9.5" Allowed - 0.200"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL- -0.046" 8 161- 9.5" Allowed - 0.267"
MAX TC PANEL LL DEFL- 0.069" E 31- 9.6" Allowed = 0.474"
MAX TC PANEL TL DEFL- 0.266" 8 31- 9.5" Allowed - 0.711"
MAX HORIZ. LL DEFL- 0.005" 8 14'- 4.0"
MAX HORIZ. TL DEFL- 0.010" 6 14'- 4.0"
7-01-12 7-07-12 Design conforms to main windforce-resisting
system and components and cladding criteria.
12 IIM-4X4 12 Wind: 140 mph, h-21.1ft, TCDL-4.2,BCDL-6.0, ASCE 7-10,
6.00 p Q 6.00 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
4,0" load duration factor-1.6,
2 r-f Truss designed for wind loads
in the plane of the truss only.
1.
M-3x5
M
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s � p P R oFFs
1 o \�� �NGINe `r�O
M-1.50 M-3x4 4
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7-01-12 7-07-12
L `y OREGON >,h
14-09-08 WEDGE REQUIRED AT HEEL(S). L 2-00 X99 GgRY 15 ��QP
pA UL P�
JOB NAME : LENNAR 2336-A WILLOW AMERICAN - F4 EXPIRES:12/31/2016
Scale: 0.4027 Qty yp.UL A�
WARNINGS: GENERAL 100718,WON of V*4&o noes
1.BuNar and erecdon contractor shout be adored of al Owfetsl Notes 1.Thr destn r based only upon Me shown and r far an WMdW1
Truss: F4 cod Wamrw balm*cmuwxdm oonm en«e. aadldkg c-vw mt.Applrab ft art=dubn ppolyatnei-and
2.N4 ourpraalon web bm ft must be kwWod Mw e sho*m.. z[w urr hmpWailon w rt k mee ffi shamus w Of toiray �'
S.A&VOM temporary bncbp b Wan as lay durkg eomtructlen � y 02
DES. BY: LJ r Me nspmubRy a the weew.AddlIvA pamrnwd bmft of r o.e.and a 1a b.t mpacM,*unless breed throughout Mak le M _
contlraxam sMabkg such a plywood )sndlw dry*n0 .
DATE: 4/27/2015 Me bene made*k lhs to my cblly of tie d aft *I MK r. s.ac knee mwyrp ar le"bracry nqukeu�scahorn..
4.No bad Mould be appfele b any Wne shmM my err p a aW M ane 4.0010 rn dfirs r M. aM*r"11 s earkamr.
SEQ. : 6250314 tarnen an oompaete and a no thio shauad arty ked*prearr Man s.Oesgn aauros thea r*mi cod r a nareonoewe«Nkonmen, .4
tlaipn bad*be ap*d b any eargarard. w4 an br"ary owww orua. `5 51976
TRANS I D: 421787 5.cen,p,7nn aaa no antral new and assume ro M"Wo y br ar s.Osaapn*eco""*w beerkw a al supper show.shim wwwlps W O 'IFC
hbriulon,lrmdlnS.aMpnsa and aarlalorr of rnrrr 0 Mo. "Closelyad to pm4dwl. ~`
G.7aa dagn r axnaa,ea sub)ad l Ma athallbrm sot l*m by 6:PMp ebbe mord on bah roasror' wed greed so Met anrr SSIONAL G 5
IIrI�I I�I III I�ImI'I�n���I I�� TWAMCA in SCSI,wMa orwlrlch wq be*w&%d upon regaa. 8.%a
par owd"si�boteaNcrr ogouft 6 tot.
III II�(I 'I' N �I Ii II MiTekUSA,hcJCwwTrus5o%am7.8.8(1L}E 10.PorbadalpnvskrssotESR-u/1,ESRaIeS(MTM
Thla 4exLgn prepared frac 6aaputer input by
PACIFIC LIMER: Ferry N
LUMBER SPECIrICATIOUS TRUSS SMl 1('- 9.5• IHC 2012 F90f iPF103F.R FOACF.S 4744/GpF/Cq-1.00
TC: 2x4 DF•16878 LMD DURATION 111CRFA3E-1.15 1-2-f-7921 150 1-5+(-274) 7B7 5-2+(0) 344
DC 2x4 OF I16DTR SPACED 24.0.O.C. 2-3-f-79]1 U1 5-3-F-2141 7B7
*EDS:2.4 Dr STMID 3-4-( 0) 101
LCAOII*
TC LITERAL SUPPORT<•32.00.UCO. LL(25.0)•DL( 7.01 CU TDP MORD- 32.0 PSF
DC LATERAL SUPPORT c-12-OC.Val. DL dP 80TTM C - 10.0 PSF SEARII43 141E VERT 141E ROR2 DRG REWIRED DRG AREA
TOTAL LOAD- 42.0 PSF 1fA1TTCtIS REACT'I[tlR REACTIC418 S12E 50.10. (SPECIES)
OVERRMa4S, 0.0• 24.0- 0•- 0.0• -71! 620V -834/ 414N 5.50- 0.99 DF(625)
LL-25 PSF Ground Snow(P9l 14'- 9.S• -165/ 674V -814/ 414H 5.50• 3.40 OF(625)
H-1.Sx4 oY s,pul at non-attvetural 1.I141.D STCRAM DOES MY APPLY WE TO TRE SPATIAL
_f..1 nenbera (earl. MW1ROMITS OF IOC 2012 NPD IRC 2012 N07 BEING MT.
OD,1:-Vig,ChecRed for aatld etl u 11 tt at 24•x aetn
••Foe hanger epee.-Sae approved plana AOTTCM CHORD 137P.0FOR IOPAF LIVE LOAD.TOP
AND MTTC44 01100.LIV RD L!`h LOALi4 ACT=1-CO1CpAVWIF.Pi YLY. VERTICAL CLFLEC72C4P L0WITS,1 LPrL/240,TL-L/300
VAX LL Orn r 0.040.6 14'- 9.5- Allowed- 0.200•
!0.f TL CREEP C£F4--0.046.6 li'- 9.5• Allard- 0.267•
YAX TCPAP6L LL EEFL- 0.069.6 31- 9.6- All-d- 0.474•
JODf TC FAIML TL t1EEL 0.157.6 3'- 9.5• AL10,ed 0.711•
IME HORI2.LL MFL r 0.010•a 141- 4.0•
191E RORtE.TL PEF7.- 0.014•a 14•- 4.0•
7-01-12 7-07-12 ffo.3:65.00 Pir SE159C LOAD.
13 72 Matron oanforwa to mla wlvdlarca-aalstlaq
8.00 IIN-fx4 Q f.00 6Ya[en and<axpoaonta and aled4g;ecitarla.
4.0• Mad. 140a h-21.1ft,TCDWC
.2, DIrf.O,ASCE 7-10,
1*.y (Alllghte),Encloead.Cat.2,r-P.9, Y S(D/Y),
Wed dura[Soa Eactor'1.6,
ea atth wlne loads
1a the plain of the[tree only.
1.
N-3x5 gX L
M-1.5x3 M-]x4
t TQ 976
1-01-12 , 7-07-I2
14-09-00 2-00 y s
78 15 �<
JOB NAME: LENNAR 2336-A PORCH WILLOW AMERICAN - F4DRAG
Scala:0.4020
raaax4a, ann-le'Ts, .r rr.r e.rra v 4r3
-w
Truss: F4DEAG w+reep6lb,wrwrN.r,rr4wex ' QREGON
O' Q•'
Dweepene-aer.arwse4mmwera.a•- yD»pNrwr gnarmMmeausrel�miwen:ar 9,Q G•91gy 15 314`
3AeeNnrlr4.a0r•eyrSewvWy✓pwr°`n°. r•e wrlvaryMMy HreMWMryr:ereny.b
arstaw"Vraw-AWseteme rr+lw6gd ..�,...w.r*6wrA..w••.6 e«6+aRc)wheP,.vcP .1,11',1 A`
DATE: 11/4/2015 MewrenanrPa,rpargrr.5raaa.•rr. 2 Lrer4M6M6rrYrenryranMat t5w.• Al V F
SEQ.: X15103694.R•r.eNaale..paerwra6re6•wra,.46etp•+a erNrwrrwee.r.rr.rgre.r.Ar.N•er:x.
rOeraaranPq:•wYMaeeewgre:o•!e•brN7 D.DvAnnwr7rer7ewrb oe0i,a�wrwrwaaV•meN
TRANS ID: LINK 4.a.4rrrrr.err✓•••Pra'a winerw"'m0"•r"'
at'artpTw6»eaaa+Yrwww.Nrea•m/.gltlr M'M 60ry,aWnM6t6tMyr Na46aa W.n Awreq}6
wr.r.wr.a Merw5w4mrtagr..a LD�eneaeaeeren-'alo-en ae EXPIRES:12/31/2076
a TM•e.W'a6+:we•u)wra•6•r•we•'an+6r 6 Puww7waam«rwmrrmwpwrw..r, November 4,2015
m6yrcwracetayu.a+rrraaeaawyeeeear ar.[.Pra.aww.wrna
WA OSA peJCaawT=&Nwn 7A74P•IVLI4 M�4u M4•`T .•wEM4r:t.EM-:MIpAM1q
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in fl-in-sixteenths Failure to Follow Could Cause Property
offsets are indicated. (Drawings not to scale) Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides Of truss 1 2 3 1. Additional stabTrty bracing for taus system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BC51.
0 lh 6 r c1-2 2. Thus bracing must be designed by an engineer.For
WEB$ Nc� e truss spacing,individual laferal braces themselves
p may require bracing,or affemative Tor I
OUh� bracing should be considered.
OU 3. Never exceed the design loading shown and never
a. U stack materials on inadequately braced tenses.
OR a0 4. Provide copies of this thus design to the building
For 4 X 2 orientation,locate - designer,erection supervisor,property owner and
plates 0-'Ai'from outside BOTTOM CHORDS all other Interested parties.
edge of truss. 8 7 6 5 5. Cut members to bear lightly against each other.
6. Place plates on each face of tens at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEioint and embed fully.Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1.
connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from
'Plate location details available in M)Tek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOiNT the environment in accord with ANSI/TPI 1.
NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber
software or upon request. sholl not exceed 19%at time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not ap icabie for
ICC-ES Reports: use with fire retardant,preservative treated,or green lumber.
The first dimension is the plate 10.Camber is a non-structural consideration and its the
.width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to
4 X 4
to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection.
the length parallel to slots. 11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12.Lumber used shall be of the species and she,and
Souther Pine lumber designations are as follows: in all respects,equal to or better than that
Indicated by symbol shown and/or SYP represents values as published specified.
by text in the bracingsection of the by AWC in the 2005/2012 NDS
SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at
output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design.
if indicated.
14.Bottom chords require lateral bracing at 10 ff.spacing,
BEARING or less,it no ceiling is installed,unless otherwise noted.
15.Connections not shown are the responsible ty of others.
Indicates location where bearings
16.Do not cut or after 1nra member or plate without prior
(supports)occur. Icons vary but C 2012 MTek®All Rights Reserved approval of an engineer.
reaction section indicates joint
number where bearings occur. __ 17.Install and load vertically unless indicated otherwise.
Min size shown is for crushing only.
e 18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
Industry Standards: project engineer before use.
ANSI/TPII: National Design Spec cation for Metal 19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. Is not sufficient.
BCSI: Building Component Safety Information, i���® 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, MANSI/TPI i Quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. Mitek Engineering Reference Sheet:M11-7473 rev.01/29/2013
r"