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BRAD RULE 03124/14 "'r"` � ms�x"'
PROJECT TmE i7kY«SR0r t: auc #.
16054 BRAD RULE at.u+" ' a'� n
ALAS 044011,1e4 RiEVIDOfJd: ram
oeet Ytaeanae
CHECKED SCALE DEINSMERIBONEER OF 111011010
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PACIFIC LUMBER & TRUSS (DM)
LUMBER SPECIFICATIONS TRUSS SPAN 29'- 0.0"
TC: 204 DF$15HTR LOAD DURATIC44 INCREASE=1.15 �GDND. 2: Design checked for nett-5 ps#) uplift at 24 'or
BC: 204 DF#190TR
SPACED 29.0'O.C. Rind: 140 mph, h=21ft, TCDL=6.0,BCDL=6.0, ASCE 7-:
TC LATERAL SUPPORT<=12"0C. UON. (All Heights), Enclosed, Cat.2, Exp.B, MRFI
BC LATERAL SUPPORT 0=12"OC. 00N. LOADING load duration factor=l.6,
LL( 25.0)+DL( 10.0) ON TOP CHORD= 35.0 PSF Truss designed for wind loads
Connector plate prefix designators: DL ON BOTTOM CHORD= 10.0 PSF in the plane of the truss only.
C,CN,C18,CN18 (or no prefix) =CompuTrus, Inc TOTAL LOAD= 95.0 PSF
M,M20HS,M18H5,M16=MiTek MT series Gable end truss on continuous bearing
LL=25 PSF Ground Snow (Pg) M-1x2 or equal typical at stud vertical:1,
'
Refer to CompuTrus gable end detail for
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL complete specifications.
REQUIREMENTS OF IBC 2012 AND IAC 2012 NOT BEING MET.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
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JOB NAME: 16054 BRAD RULE - Al �....,y� ", �1JFrCIANG 1.
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Scale: o.26ea i °1 Sit",
• WARNINGS: rlErtERAtfarsa,arse.s ottervrfee noted: / ,•'i✓ 401..+^ L"}�
1.Budder and erection mmada should be advised d ell General Notes 1.This deagn:based only upon the parameters Mown and'storm individual ,
Truss: Al and 2 t before caamrmat commences baid^9...PnetApp6oabAy of Malan parameters and proper` C
a Rat compression
b bracing must a installed vdsrs shown 5. Z Incorporation d component laths responsibility of the budding maarw. , t
temporary lasing to insure MWRypai8omrbudion ?Tr..meMSlM top Sod boasts danders be l.Welp.bteoWW '—$ "�
DES. BY: MJ isarnapon.2Blymthe.rador.na�owpemurrradaaroa zo.a.andrtoo.areep.nerdy .earxeatrm r*tnemIen�s _ .
DATE: 3/24/2014 the oversNstructure ide 5econtinuousnsstavdwgMcha.phingregremihershownrdrwu by ';n n
rsspondbiay d the building designer. 3.at Impact bridging or latent bracing required when shown+. .I/, I
4.Na load Mould be applied to any component until after all bracing and 4.Installation Onion is the naponsiritay of the respective caraadnr.
SEQ.: 5864404 fasteners are omelets and atnatime arrddany loads greater than 5.°titian assumes busses are to be used inerrommmniveenimment, 4!9$5
TRANS ID: 394180
design be applied to any companaa. ana«eton drywnditionrdum.
5.CompuTrus las no mrbol over all assumes no responsibility for the 6.Designassumes 8°baalroa al auppods.havn.8hrn'' d
fabrication,trrcsr®,shipment and installation o/oomponen(e, ne ry. seta • O 4,
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6.This is asbjed to the Imitations as for r.Design awumes eatywts both bees
of
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1Nt�'�'�, M' 8.MeeanWbe fowl of trsse,ell places so Mar carder
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Mee coincide wdn .. s 1G
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a indicate stn a pato atildes.eekANAL
8( 10.Forbolo connector plata design mass..ESR-1311,ESR•19911(Weld
NSI • This design prepared from computer in
PACIFIC LUMBER 8 TRUSS (DM)
LUMBER SPECIFICATIONS TRUSS SPAN 29'- 0.0' IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq='
TC: 204 OF 41&BTR LOAD DURATION INCREASE= 1.15 1- 2=( 0) 58 2-8=(-487) 3622 9-8=(-E
BC: 2x4 DF 416BTR SPACED 24.0'
WEBS: 2x4 OF STAND O.C. 2- 3=(-3805) 527 8-9=(-274) 2409 8- 4=(
LOADING
3- 4-(-3319) 302 9-6=(-487) 3622 4- 9=(
TC LATERAL SUPPORT<= 12'0C. UON. LL(25.0)+DL( 10.0)ON TOP CHORD= 35.0 PSF 4- 6.(-3815) 302 9- 5=(-f
BC LATERAL SUPPORT<=12'0C. VON. DL ON BOTTOM CHORD= 10.0 PSF 66_ �(-38000) 527
OVERHANGS: 24.0• 24.0' TOTAL LOAD= 45.0 PSF
Connector plate prefix designators: LL=25 PSF Ground Snow(Pg) BEARING MAX VERT MAX HORZ ERG REQUIRED E
C,CN,CI8,CNI8 (or no prefix) =CoepuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. 1
M,M2OHS,M18HS,M16 MiTek Mseries REQUIREMENTS OF INC 2012 AND INC 2012 NOT BEING MET. 9'- 0.0' -164/ 1545V -40/ 4OH 5.50' 2.47 Df
28'- 0.0' -164/ 1545V 0/ OH 5.50' 2.47 D}
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. !COND. 2: Design checked for not(-5 osf1 uplift at 24 'oc
VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/160
MAX LL DEFL. -0.036'@ -2'- 0.0' Allowed=
MAX TL CREEP DEFT= -0.050' @ -2'- 0.0' Allowed=
MAX LL DEFL= -0.261' @ 14'- 8.0' Allowed=
MAX TL CREEP DEFL= -0.670'@ 14'- 6.0' Allowed=
MAX LL DEFL= -0.036' @ 31'- 0.0' Allowed=
MAX TL CREEP DEFL. -0,050'@ 31'- 0.0' Allowed=
MAX HORIZ. LL DEFL= 0.065' @ 28'- 6.5'
MAX HORIZ. Tl DEFL= 0.115'@ 28'- 8.5'
Wind: 140 mph, h=21ft, TCDL=6.0,BCDL=6.0,ASCE 7--
(All Heights), Enclosed, Cat.2, Exp.B, MWF}
load duration factor=1.6,
14-06 Truss designed for wind loads
T 14-06 in the plane of the truss only.
7-09-08 6-08-08 f 6-08-08
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2 00 - 29-00 y EXPIRES:12/31
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JOB NAME: 16054 BRAD RULE - A2 SOF t,�,
S. •,0.2563 ♦ 3/11 ..,,
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WARNINGS: 1I GENERAL NOTES,oneeShowers noted: 5f f'L�
A te'.. 1.Sulkier advised of all General 1.This.. i based only upon the parameters shown and .. r" �: 1,, T ✓'
end Waning&
2 2r4 can i°s•• Applksbildy ofaeip,pareorbrsaM pops A. F•
pe.oiori be where shoe..+. tI ts,,;N; a e the responr6 •of the d..pner. -, t.
ti61TtS'
B 3.AddNprl bFrepe davq N. bottom chords to be braced at
left thO WN%r.q amrt orating .,�: earing.ep.t.m...gee ektim N+ ',M1 ) r
DATE: /2 4 the*venal structures t»responsibilitya he aamnl deSwb. shearing gush a.pye.00d at ang(7C1,
4.Nok.dnnuklbe r4Aed bangs,,pooerd,.aaaing& 3.Almpact ort,, or lateral bracing required where )l- r
braengw,d 4.IrWWtax,Wtrue...eroepor�iNyd6pmpeslve mb,dp. i 1a '
SEQ.: 586 4 reten.raarsm pw,nd n.tlmeahaaaanybadeaete limn S.o.:g aeeam.ner..bb.ueda am ww wiream sog, �,,y
TRANS I D 3 1$! design applied b any or/resonant a nt ands,for-dry mralaion'of use. Is p
• o.re puT a. c i reopwabimrbrme 8. AA bearing at all supports shown.Shim or sedge 9 'rO , 4190 J'
Srn�r�er� 7.Design assumes adequate qw C[.4'0/$.1.040
C�ST�'
6.This j{' �� 1;��r^ori �� 8.Plates shall be located on b s°,tree.and �1
�� , I TPIWTCA,': l copies 'be T" placed
�i ; I T J7 lines coincide joint nne. s,ONALV,
` i , I,i. MITek t1SA,InclCompuTtus Sofivare 7.6.8(1 L}E 10.DigiFor t ,size of s m inches
Ode design values see ESR-1311,E8R•1989(MiTek)
axe:... et k e $
gaii, 411114,
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This design prepared from computer in
NW
a PACIFIC LUMBER & TRUSS (DM)
•
LUMBER SPECIFICATIONS TRUSS SPAN S'- 0.0" (COND. 2: Design checked for net(-1 pot) uplift at 24 "oc
TC: 204 DF#145TR LOAD DURATION INCREASE=1.15
BC: 204 DF i1&BTR SPACED 24.0"O.C. Wind: 140 mph, h=19.7ft,sTCDL=6.O,BCDL=6.0, ASCE"
(A11 Heights)),, Enclosed, Cat.2, Exp.B, MWF1
WEBS: 204 OF STAND LOADING load duration factor=l.6,
LL( 25.0).DL) 10.0) ON TOP CHORD= 35.0 PSF in Trusssenefor
wind
loads
TC LATERAL SUPPORT<=12"OC.UON. DL ON BOTTOM CHORD= 10.0 PSF planeof the truss only.
)SC LATERAL SUPPORT<= 12"OC. DON.
TOTAL LOAD= 45.0 PSF Note:Truss design requires cont:
Connector plate prefix designators: LL=25 PSF Ground Snow (Pg) bearing wall for entire sp:
C,CN,C18,CN18 (or no prefix) =CompuTrus, Inc
M,M2055,M1SHS,M16=MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
•
BOTTOM CHORD CHECKED FOR 1001F LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
4-00 4-00
n f
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2-00 /" 8-00, 2-00 CM 11
.� E�ANG..
EXPIRES:12/31
Nom"
.,(. >~,GAlNa,
JOB NAME: 16054 BRAD RULE — B1 Scale: 0.6992 x.' 1.�'In $IJZ
tIe.
J/ F
WARNINGS: GENERAL NOTES, mess otherwise noted: ;..f ,•t� /.', .r
I.Builder and enaction ee actor should be advised d all General Notes 1.This design a hatred only upon the parameters shown and is foram individual �'(.' J„ ,
Truss: B1 and iniing beforer:sedsywn commences. wadrg camponere.Appobidy or OW.Payof Ge end MP. L,„
2.204 compression web bracing must be installed where shown.. incorporation of component is the responsbaty d the bulldog designer. 44
3.Additional temporarybmdng to insure Aatelay during oomtn0rbon 2.Oesigna®ulretrtne tap and bottom ctnerdeenetatsrelh braced at
DES. BY: MJ is themeponm6ilily of the erector.Additional permanent bracing of Yoe.ands EY oz.respectively unless broad throughout thea a fe;.ry
DATE: 3/24/2019
continuous sheathing achaepywoodahe.mbgffe)edfordi e!) ).
the structure re:com rep of theh in designer. 3.2<hoped bridging or Island bre ng required whereshown+. �i/ .;'l
4.No Med should be applied to any component mai after all taming and 4.Denton
of rein's the respone3illy oilier,respective contractor. `"
SEQ.: 5864406 *tones aro compete and at no time sieru any loadapeaer than 5.Denton assmes Woe.aro to be used in a non-corrosive environment, 4 1, T A ,4Tl/,l735
design loads be appWd to my component. and are for'dry condition""of rte. •I'
TRANS ID: 394180 5.compurnrahas nocormaova.end asneanor.worWbaayfor the t "bemagrusrpparoaimwn.91...41 d O LPQts,�,�G�
fabrication,handers",dwmert and installation d components. T_Der.assures adequate drainage apa Ned. CN.
6.The design,Aunt..ea face a theinaabonl set form by a Plates shall be located on both faces d truss,and placedao their center sSJO L,
i TPINVTCA m SCSI,copies of which WV be iumaned upon request. lines coincide trim joint center knee
NAL
' � I 9.Oglb/Ideate aim d psis in index
�i Wel(USA,IfIC!(:0111(NITNS Software 7.8.8(1l.}E 1G For bale connector plate design valuessee ESR4311,ESR-1988(Wyk)
a
(0�I s
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01114 This design prepared from computer in
PACIFIC LUMBER & TRUSS (PM)
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 0.0" IBC 2012 MAX MEMBER FORCES 4W11/GDF,
TC: 204 DF 410TR LOAD DURATION INCREASE=1.15 1-2=( 0) 58 2-6=(-24) 542 6-3=
BC: 204 DF#1613TR SPACED 24.0"O.C. 2-3=(-600) 40 6-4=(-24) 542
WEBS: 204 DF STAND 3-4=(-600) 40
LOADING 4-5=( 0) 58
TC LATERAL SUPPORT<= 12"OC.UON. LL) 25.0005L) 10.0) ON TOP CHORD= 35.0 PSF
:C LATERAL SUPPORT<=12"0C. UON. DL ON BOTTOM CHORD= 10.0 PSF
TOTAL LOAD= 45.0 PSF BEARING MAX VERT MAX HORZ BOG REQUIRED I
OVERHANGS: 24.0" 24.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. I:
LL=25 PSF Ground Snow )Pg) 0`- 0.0" -122/ 600V -27/ 275 5.50" 0.96 DI
Connector plate prefix designators: 8'- 0.0" -122/ 6000 0/ OH 5.50" 0.96 DI
C,CN,C18,CN18 (or no prefix) =CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
M,M2011S,M18RS,M16=MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. iCORD. 2: Design checked for net l-5 Bsf1 uplift at 24 "So
BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL=-0.036" @ -2'- 0.0" Allowed=
MAX TL CREEP DEFL=-0.050" @ -2`- 0.0" Allowed=
MAX TL CREEP DEFL=-0.038" @ 4'- 0.0" Allowed=
MAX LL DEFL=-0.036"@ 10'- 0.0" Allowed=
MAX TL CREEP DEFL=-0.050"@ 10'- 0.0" Allowed=
MAR TC PANEL LL DEFL= 0.023" @ 6'- 1.8" Allowed=
MAX RORIE. LL DEFL= 0.003" @ 7'- 6.5"
4-00 4-00 MAX HORIZ. TL DEFL= 0.005" @ 7'- 6.5"
1 T f' Wind: 140 mph, h=19.7ft, TCDL=6.0,BCDL=6.0, ASCE'
12 12 (All Heights), Enclosed, Cat.2, EOp.B, MWIT
3.00 1=' a 3.00 load duration factor=L.6,
Truss designed for wind loads
in the plane of the truss only.
I M-4x4
3 4.0"
i
M'` i per, m Z.0'" .. -.o
_ 21� D PROF
;------- 6 o y�ii' GINE.
M-3x4 M-1.5x3 M-3x4 �G
_..pl.r
- y 4. OREGON
4-00 • 4-00 '9, 11 r
2-00 y -
3 8-out 1 2-00 �FGANG
EXPIRES:12/31
a ,�V ANG �d
JOB NAME: 16054 BRAD RULE - B2 Scale: 0.5492 y j1J:� /r, �,
WARNINGS: GENERAL NOTES,unbaotetvda noted: / "' • '�} ��,
1.BudcW and erection contractor shoal be advised d all General Notes 1.This design is bawd only upon the pnrem.Nm shown and is for an i divitt l A'F' I•'1,
Truss: BZ
and Mimigc before construction commences building component.Apperabdty of design mm
npanefeand pfoper
2.2c4 carr wwbbradre mod be installed where shown•. incomotwonacomporent isareeposeibatydthe building deapar- •, .
3.Additional temporary padre te ince stability during comtnweon a.Design assumes the top and bottom.00thoMOode to be latently hated d ..
DES. BY: MJ is the rewpmabl9tr dinesander.Additional permanent bracing of 2'os and at la•o.a respectively unless braced throughout their length by ;4,-
„ �.'H ,r
continuous sheathing such as plywood sheathing(7C)a 00s o O +MBC)-
DATE: 3/24/2014 the overall mnrctue is the teswrnstbisty d to balding designer: 3.2c Impact bridging lateral bracing rewired where shown.. .,.fir'/,''I ''
4.No bad should be applied to any component uti after all bracing and 4.Installation dtrues stn responsibility of the respective contractor. „ v,
SEQ.: 5864405 faaener.eecomplete end unpbma wad anyloswoggterthen 5.Design assumes truisms motto beused inane.mtmw.environment, 5)17• 4'1935
design loads M woad M anyamp•nent and are fm"d),condition'd use. Q ��
TRANS ID: 394180 s.Campania les n.conmoveraassumes noresporwmiMyterthe s.o.:gr aeewn.."baringagawr.
a.roershin"'edgeit t� GISTEjl ,C.
fabrication,handing,shipment and installation of component.. 7.Design rmaep drainage iso ided. rte. v
9.This design is furnished anism
e to the limitan..et north by a.Plates shall be located on feY
n tam faces ofMos and placed eo their center I�/NAtC
�ry�ry8 TRINJFCA in BCSI,copies of which win be furnished upon request. linea coincide wap lost canter lines.
�I��pl�l���ryp� 9 Figamdicnehmd pate ini
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II1 II Ii1 IlliatlNNll AAITekUSA,IncfCOmpuTrusSoftware7.6.8(1L)-E For bindcannedorpld.dageee sae ESR-1311,ESR-1989(MTN)
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