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Permit Number: —C 1
Address: .14K-30 1
By , �1 fl Date:
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CANTEKr)URY APB` S. .)--
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MINI This design prepared.
UU from computer input by
ARIEI-KEITH
LUMBER SPECIFICATIONS
TC: 2x6 OF SS TRUSS SPA: Si • 0.0'
Design BC: 2x! OF e188Tq LOAD DURATION INCREASE = 1.15 syste'and Con3 ne aain d cladding criteria.
SPACED 24.0' O.C. system and components and cladding criteria.
?C LATERAL SUPPORT c= I2'OC. UO\ Kind: 110 sph, n=20ft, TOOL=4.2,BCDl-3.Q, ASCE 7.05,
BC LATERAL SUPPORT c. 12'0C. UON. LOADING Enclosed, Cat.2, Eap.B, IIMTRS,
LLI 2S.OIr011 7.0) 04 TOP CHORD - 32.0 PSF Enclosed,zone, l
Unbalanced live loads have been
OL ON BOTTOM CHORD = 5.0 PSF load duration factor=l-6,
considered for this design.
TOTAL LOAD 3T.0 PSF Truss designed for wind loads
in the plane of the truss only.
Connector plate prefix destpnators: LL a 25 PSF Ground Snow (Pg) able end truss on continuous bearing sail UOY.'
Con20HS,ICpla (or prefix
prefix) - riepuTrus= Inc 7/-1x2 or equal typical at stud verticals.
4,Y20HS,Y16HS,(or _ 4prek YT slrils LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL !Refer to Coeputrus gable end detail for
REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. cospiete Specifications.
BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
t
17-06 17-06
8-00-03 9-05-13 9-05-13 —f
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JOB NAME: PAUL DAVIS • RESTORATION • A2
Scale: 0.2165 <g���PROc.
WARNINGS: GENERAL NOTES,wn<sa dhneve naiad `y�,t FJ fiF. 0'„
1 Border are nectar co-i cto.snood be adbnnd d an Gnawer Elopes I The Des n based art
Truss: A2 and w design Y won the paa neten even and n!a an a emdw:
2 3.4 am,rgs be tre '.caution commences. ."a po t'a..onrt App.'s Oery d design Pnamelhes and Pme.- Cf'L' 1
i Md4x compression web t eu gmoo be■lehne0%we sheen•. inaapaatbn d compon.n d Me mspansOeq OM*boning genre, /1 V a
DES. BY: LJ r many m wow.SteNiy dwelt anstranso, 2 �SPF roam.!!tier top and 6666"avers a w iaurwy maaad a i
a rte nspaveaay d the wean Adoeona pennanwe tracing d ?oc ono er 10 a c.respectively wens mead throughout then of I,
DATE: 7/22/2013 the oe ere an Rea 0 M ecpp ycoydthpMeng deserter 3 do mucus sharp sent as taYwoed a TCI so**
4 sb toed shwa be apped to a component�+N Car an eroaa mtdaeg or ranrar among 4f of 1 rewired when senww..
SEQ. . 5599147 faslsnesanparotwandaf,*no sewq °' "'d a tnst.eaonybutskoe,.spewmt1tfrnspapnwartanr l OR'ea 0
TRANS ID: 'ny'oids greater ear a Conan assures Moses are m oe used n•non.Wrrose*
3 74024 design loads be to any component • and an for'ay condemn et see. G
5 Compliess ex no armed ore,aw ass;mes,o•esporommy for the 6 D•sgn assur ere fret bea-ng M x se WI'utwr Seen er weeps t -94,
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Tp1.AYTCA m SCSI.copes co.4,4r,.rr be h rnrn.d anon newest. 'fines mnnCe rrm;a►N tense Imes SO ten,unto;
M-Tok USA Inc Inc./CompuTtus Sofware 7.64$P4(1L}E 16.fn ape rake peaedamp vaems see ESR-1311 E5R-1968 thereat EXPIRES 9130(15
gINII11IE This design prepared from computer input by
ARIEL-KEITH
LWBER SPECIFICATIONS
IC: 2x6 OF SS TRUSS SPAN 35 0.0'
BC: 2u6 OF a1sgTR LOAD DURATION INCREASE = 1.15 Design confd--^ms ce Cain rindforcr•ress unq
SPACED 24.0' O.C. system and components and cladding criteria.
TC LATERAL SUPPORT <=12'0C. UO': wind: 110 mph, h=20it, Lop s,.2,BCOL=3.0, ASCE 7.05,
BC LATERAL SUPPORT <- 12'OC. lxf LOADING Enclosed, Cat.2, Exp.B MRS,
ILI 25.01.OL( 7.01 Oh TOP CHORD= 32.0 PSF
Unbalanced Live ?Dads have been OL ON BOTTOU CHORD 5.0 PSF interior zone, load duration factor,1.6,
Unbalanced for this shave• TOTAL LOAD - 37.0 PSF Truss designed for wind loads
in the plane of the truss only.
Connector plate prefix designators: LL = 25 PSF Ground Snow ON) Gable end truss on Continuous bearing wall UOh1
C,U2OHS,,Chi8 (or of prank) = riepuirus, Inc 'Refer or equal typical at stud verticals.
M,Y20NS,,cMte 416= 4pref UT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Refer to Cospuirus(sable end detail for
REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING YET. complete specifications.
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP –�
AND BOTTOM CHORD LEVE LOADS ACT NON-CONCURRENTLY.
,__ 17-06
8-00.03
--.—.__ —�_ 9-05-13 9-05-13 —,
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JOB NAME: PAUL DAVIS • RESTORATION - A3 Q PROF
Scale: 0.2165 L4R� Fs,
WARNINGS: GENERAL NOTES.unless otneeue rated.
Truss: A3 I mow`;a°e.tp. �' awned.4 General Notes I Tres deuce Is eased«+y moon the par..„e< sheen and s Iv n ma.�aw L...49c
�,t��(NFF• n�
1 2n ml,mgs nap bulldog dr�r.onenl.AWPmcmb++y a des�V',Psamelra and Pall... ct 1 K
DES. BY: LJ e~,o«.y pr a snail .n 2.�0eP0 �Y O1 w ro°"e e°°°`e'P° s'^)a e"aw w desgne•
3 Adana e y auup bpnstnxbon Deakin*wen me lop and bottom dw,un lo ea t,rtaly Sneed al �,1 '`
$Me nespopserly of the arena Aediae.y pen,wn.a each at 2'o.c.and ad Kr o.c n.peso•Ply atlas to.ud"1.491X.4 Me.
SEQDATE: 7/22/2013 Me theme stnrsx.le the easponaEaay of the Ara.p despot 3.2x Imp.d bn'dpr dr L such wed redone:where Owen°'r"'a � �R •
. : 5599148 a t0IOQ uldbea palledto any'oomponsa tent 4e«aaaaoopand 4.I,w4wa,am,sslsMe N1��
.calm.„,sm ddncaa ands ea cane week any bed,greater wn U. "°'lo be used •00-QnooiC enoba. (� 0
TRANS ID: 374024 Defer/SWIMS ramp ,.d""°"�e"°>�°""`°"�ea.
a..�bedsp.nareRentMove+.. Dnd..,o.me h$ben•a,ea by <r26.1° ,U=
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I II TPw.iCAsoSCSI copes atnch.abeturnit.ecupon moues. bland wM..m.er coney 9 Nile p e ado d plate nocb. + C/ r�
MiTdk USA,inn-lComipu?run Software 7.64-5P!(i L)•E 10-For bateconeCy pl.e door values ego ESR-1311.ESR-19aa(M?ea..) t EXPIRES 613005 1
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n Copyright CompuTrus Inc.2006
?UK DER ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS
PAUL DAVIS 07/19/13 TRUSS CALCULATIONE SAND
°ROJEC7TlfLE REV7510N•i: ENGINEERED STRUCTURAL
RESTORATION D,NFORYATIONA BUILDING
ER
DESIGNER'ENGINEER OF RECORD
'LAN. i ORAWN BY KEITH S. REYISION•y: RESPONSIBLE FOR ALL NON.TRUSS
TO TRUSS CONNECTIONS R E RECORD RI TRUSS
CHECKED BY. DESICNER1NGINEER OF RECORD TO
)ELIVERYLOCATION: DESIGNS PRIOR OCONSTRUCTION
SCALE REVISION.3.
(503)427-2670 1/8"= 1' AI WPM" rx'AI m, emwn^r
All designs are property of ARIEL TRUSS COMPANY. All designs are null and void if not fabricated by ARIEL TRUSS COMPANY.
i
IIlbUp1�11 This design prepared from computer input by
ii iii
LUMBER SPECIFICATIONS TRUSS SPAN 2 • 0.4' 1RC 2009 MAO MEMBER FORCES 46RrGDFICO=1.00
TC: 2x6 OF SS LOAD DURATION INCREASE - 1.15 1-2-f 731 108 2.4`(01 0
SC: 2a4 OF e116TR SPACED 24.0' O.C. 2.3-(-172) 125
TC LATERAL SUPPORT <. 12'0C. UON. LOADING
BC LATERAL SUPPORT •-- 12'0C. U05. LL( 25.0)001( 7.0) ON TOP CHORD ' 32.0 PSF BEARING MAX VERT LAX HORZ BOG REQUIRED BRG AREA
OVERHANGS: 36.0" 0.0' DL ON BOTTOM CHORD = 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE S0.1N. (SPECIES)
TOTAL LOAD = 37.0 PSF 0'- 0.0' -325/ 899V -48/ 1,H 5.50' 1.44 OF ( 625)
1'- 9.2' -123/ 53V 0/ OH 5.50' 0.08 OF ( 625)
Connector plate prefix designators:
C,CN.C18,CN18 for no prefix) = COepuTrus, Inc LL 25 PSF Ground Snor (Pq} 2'• 4.a' 284i 109Y 46f 11H 1.50' 0.17 OF 1 625)
u,u20H5,1118HS,u,6 = MiTef MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND IOC 2009 NOT BEING MET. •VERTICAL DEFLECTION LIMITS: IL=Li 240, it=Ut80
12 MAX LL DEFL = -0.044- P -3' 0.0' Aliored = 0.300'
MAX iL DEFL = •0.050' @ -3 . 0.0' Allowed - 0.400'
4,00 BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP MAX BC PANEL LL DEFL = 0.003' H 1 • or A'loaed = 0.043'
AND BOTTOM CHORD LIVE LOADS ACT N05-CONCURRENTLY, MAX BC PANEL TL DEFL - 0.003' @ 1' O.1' Allowed = 0.057'
MAX HOR12. LL DEFL = .0.000' P 1'• 11.7'
MAX HORIZ. TL DEFL = -0.000' @ 1'• 11.7'
This truss does not include any time dependent
deformation for long tern loading (creep) in the
total load deflection. The building designer
shall verify that this parameter fits with the
intended use of this component.
-------- 1 I Design conforms to rain miniforde-resisting
',� I system and components and cladding criteria.
Imind: 110 mph, n-1511, TCOL-4.2,13COL:3.0, ASCE 7.05.
a Enclosed, one,2, adp.u, io
'� interior zone, load duration fa factor=l.6,
‘ ; ( truss designed for wing loads
j
N _ f in the plane of the truss only.
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IP9QYiDE FJ)L-@EBRIlGNJf.:.2,3.:
JOB NAME: PAUL DAVIS RESTORATION - Sill
Scale: 0.9056 ,``QED PRO�FOa,
WARMAN:4: GENERAL.NOTES,,nbas&.nwu.noted. 1J, t�Gtiil flip 7',.
�+ 1 LA-I aM.wawa donA'eaor OW.be edr.se4 51 at Gentna.Notes 1 Teo demon a s.sad ones upon the pwemeten 00001.ane a for en edeesea Lii
Truss: SJ L 1 Warmn s oeSee construction comme^us budding oo=Mona.Mp y of de$g,weameten and POW
c
2 2.t,se'Prese,or'two baore 05,11 to instated*tote shown• 2 Desgr of it0abm 0.0.01 to N Of thr 000101'�1sO4�s t r `'''1 •
DES. BY: LJ Adteo.al tnrporery 4x011 q e`.+'m stoned,dwrg obnet"'a'p' 2 o.c and at 10'0 unless baoed n IherYnp�
n toe,1M/teeiGay Of the eteCW Addabut penrar4010.awg Of 'may throughout ty/
DATE: 7/22/2013 the Dear sauce.a the nesponsbrty o11.r 's'o"s sn"�"nr 'as*mood shead+gTCfanew day�ea11SGi CiFt t•
a No*cod should be 9 dms4°m' 3 Te In oaa belong elated tracing requited Mote s,owr.•• cb
SEQ.: 5599163 Nslenena'! aseted1.amtones:oweutasec at Cowed and a.t Deer ion. trwis.s t.tauwywwrespective neacr. "(�Y
TRANS ID: 374024 5 t .004 re at oneataaanvo.de waneman 6•Design Ia,'Usm '41."'.g a' «,..lp. t en < 26. -∎
despn toads be apTed b any tarponenl and are tot^dry condemn'ca w
Ca*pu7as l'aeromra<o war and enema ro.as�,nsiOnh bet 1�A. 1���5
fao waton.ranceso,shomant are a stn eab00 M aonporefas ENgn 0 necessary it J
H� a 1:Ns 4es4n A Md wgectto We Unlit/ON sat firth by 8-Kees assumes led of tn'Own/KR n In.an.0
11111111111111111111111 111 ill TPI.RCAin SCSI.copesad WW1 beSwlnbed upon rpxst 8 omnuae � d/ aM pe mod SO eve canoe
it M,Te ti USA.Inc iCompuTrus$OHwato 7.8,0-$P4 1L-E 0 on base<annea pith^on ..see 150.1311. SR- EXPIRES 6130/'
( 1 d,rsq+ E taAR tM,Tesl s
1110111101 This design prepared'from computer input by
ARIEL-KEITH
LUMBER SPECIFICATIONS TRUSS SPAN 2 - D.a
TC: 216 OF SS LOAD DURATION INCREASE 1.15 IRC 2009 MAX MEMBER FORCES 24R.GDF,C0=1.00
BC: 204 DF!11ABTd SPACED 24.0' O.C. 1.2'1 -73) 108 2 47;01 0
2-31•172) 125
'C LATERAL SUPPORT r. 12'0C. UON. LOADING
BC LATERAL SUPPORT <- 12'0C. WS. IAA 25.01.011 7.0) CA TOP CHORD = 32.0 PSF
DL ON BOTTOM CHORD= 5.0 PSF BEARING MAX VERT REACTIONS TION BRG REQUIRED ERG AREA
OVERHANGS: 36.0' 0.0' LOCATIONS REACTIONS REACTIONS 51ZE S0.15. (SPECIES)
TOTAL LOAD ., 37.0 PSF 0 - 0.0' -325; 899V -46/ 11H 5.50' 1.44 OF t 62a1
Connector plate pretty designators: LL r 25 PSF Ground Snoa P 1 - 9.2 123/ 53V 0/ OH 5.50' 0.06 DF i 625)
C,CN 018 LAIR for no prefix) = Comoros, Inc g) 2'- 0.4• -2e4; 109V •46? 1,14 1.50' 0.17 Or 1 6251
M,M25HS,M18HS.H16 = Mhien UT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REOUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET. VERTICAL DEFLECTION LIMITS: 11 1!260,Allowed 12 MAX LL DEFL - -0.040' @ -3'- 0.0' Allowed ^ 0.300'
4.00 BOTTOM CHORD CHECKED FOP tOPSF LIVE LOAD. TOP MAX IL DEFL = -0.050' @ .3'. 0.0' Allowed = 0.400'
AND BOTTOM CHORD LIVE LOADS ACT NOA.CONCURRERTLY.
VAX BC PANEL LL DEFL 0.003' 9 t'• 0.1' Allortd = 0.043'
MAX BC PANEL IL (TEFL = 0.003' @ 1'- O.1- Allowea = 0.057'
MAX HORIZ. LL DEFI = -0.000' @ 1 - 11_7'
MAX HOR12. TL DEFL + •0.000' 9 1 - 11.7'
This truss does not include any tine dependent
deformation for long tern loading (creep) in the
total load deflection. The building dtsigrer
shall verify that this parameter fits with the
�,, intended use of this component.
r Design conforms to main windforce-resisting
// I system and components and cladding criteria.
- )1 Wind: 110 *ph, h'15ft, TCOL"4.2,BCDL*3.0, Asa. 7.05,
.■' !N Enclosed, Cnt.2, Eep.B, UAFRS,
..,' I interior Zone, load duration factor=1.6.
°- Truss designed for mind loads•
,ai:, �" ? an the plane of the truss only.
:1 •
•
4
IA-3x4
•
•
3-00 2-00 0.00.07
tPROYIDE FULL DEA.RIIIG_Jts 2.4.31
JOB NAME: PAUL DAVIS - RESTORATION • SJR1 ~�4 PRp,+•�
Scale: 0.9056 ,��Q• �SS�
WARMIMOS: GENERAL MOTES,uressotNeres.e raw. .l `y�y1N F, O'L
1 Buhr,end vector cortradO snot/d be sensed r0.1 Genera'Nteinc I NW desap a based o.4y.A.n IN 0srameten 1pawn and a 10'en n ewieirei t i
Truss: SJ R 1 ON warrnms Were caned etas corrrenees. a;<dma mmpon.nt Appaeabeay `� �' I1
2 2.4 02engeesron web a Basin parameters 00 the and Orooe+
acne inuOt nsLL.edwiretiro.,.. ...rise a Pe aoer.sponas to el the DoaO11 miat �.a
DES. SY: LJ s 1tl°mp Mn On aN(rang is awu a wttay du eg mnatn do 2 02en o m a at d a tap and Sworn drama m D.ur.ra ry aaoe0 at / 1
s ri rwsponsorry a ten ovate Arktem.p.nnar+ee't aacne a respects ey mem axed nnou(r+an ew�r'per N
DATE: 7/22/2013 she o.,.''trust..stn cn"breaUSedg 9.ud+as ensre )red* ere landadvrwVBCI v�� a
rsspons.-y d ttw aAdnp aesyner a.b lmpad DMgr'g or Laval aaong rewired Mere shown ,
4 dome web be*geed to arm txnsceent*eta Aim rt Mary and I tmenabonofeves is the respohou or t.e moscaweonvam
SEQ. : 55991 66 Wants are carve*arm at no ewe shows any loads wearer than 5 Onipr mamas trusses are to be Used n•wneo.maNe seer ra ert0 bj0 =
TRANS ID: 374024 deap"Vets be weed to arty waverer*. and aara'dhmMamn'ofua.. O `1'26. U
5 Germ.True nas ro cornet ae,and assumes no responsa'ty For es 6. 'd"assumes f:Abear.'g at n sopporls shown Sh.n o.wedge e L
fasrrstan.namm.g.str.ynen and nibabon a wr+por nu 7
sway +deR.,al•m, mended
fO/�- OH�4j'`
N�� �'�mmmtltss�tF��mmmmte�m ryttaa ttIonB 6 Tess design a herenwd aged m e»Weise:es set forth Dy a Path sea,De located on Both Nees of Vats,and gare.i so IMr cent, ' .
aural niN 1 m1 arY 11 MONICA an SCSI.types or IMO en be tuk"shed upon request lrnf mnCEe'wrh pmt CM00.00$
A1tTOk USA.Inc OContpuTrus So lw are 7.6.4•SP4)1L)-E 0 Tor c corrector...acme gel*a rnriw. C YPI{ S 6�Q11 S Y
mateeo,. vaWas see ESA-t1tt.ESA-1978(WOO
This design prepared from computer input by
LDUBER SPECIFICATION'S ARIEL-KEITH
TC: 2x6 DF SS TRUSS SPAS 8 - 0.0'
BC: 2:4 OF at88Tq LOAD DURATION INCREASE - 1.15 !AC 2009 VAX 4EtA73) FORCES ( 138)fiCq=s.00
TC LATERAL SUPPORT <= SPACED 24.0' O.C.
1-2=i 731 100 2-4=I-138)138} 08
BC LATERAL SUPPORT 12'OC. VON.
2.3-1.107) 112
LOADING
ll{ 25.01.0.1( 7.0) ON TOP CHORD 32.0 PSF
QYEAHAfiGS: 36.0" p,@•
DL 04 BOTTOM CHORD = $.0 PSF BEARING MAX VEST VAX HORI BAG REQUIRED BAG AREA
Connector plate
TOTAL LOAD= 37.0 PSF LOCATIONS REACTIONS REACTIONS SIZE 50,14'. (SPECIES)
D prefix designators' 0-- 0.0' -2121 700Y -1381 49H 5,50' 1.12 OF ( 625)
C,n ,Ct8,CN18 (or no prefix) = CotpuTrus, Inc LL = 25 PSF Ground Snow (Pg) 3 - 11.7' 123; ?320 0/ OH 1.50' 0.20 Di ( 625)
M,M20HS•Mt6HS,W6 = MiTek MT series 8 0.0' 0/ 27V •138! 49H 5.50' 0.05 OF ( 625)
LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL
AE0UI0E0E475 OF IBC 2009 AND 100 2009 NOT BEING MET.
VERTICAL DEFLECTION' LIMITS: LL-L1240, R-11160
BOTTOM CHORD CHECKED FOR tOPSF LIVE 10A0. TOP MAX LL DEFL = •0.044' @ •3'• 0.0' Allowed - 0.300'
VAX II DEFL -0.050' @ •3 - 0.0' A lcxed = 0.400'
'tax LL DEFL = 0.000' 0 0 • 0.0' Alloyed = 0.175'
AND 60170u CHORD LIVE LOADS ACT 404-CONCURRENTLY.
MAX BC PANEL LL DEFL = -0.034' @ 3-- 6,6' Allowed = 0.334'
MAX BC PANEL TL DEFL - 0.022' 0 2 - 6.3' Allowed - 0.445'
MAX BC PANEL TL DEFL = -0.043' @ 4 - 1.4' Alloyed = 0.445'
MAX HORIZ. LL DEFL = 0.002' E 3 '1.7'
MAX HORIZ. TL DEFL = 0.002' 0 3'- 11,7'
This truss does not include any tire dependent
detonation for long tens loading {creep) in the
total load deflection. The building designer
4-00-07 shall verify that this para.eter fits with the
1 --_.-� intended use of this co.ponent.
12 Design contorts to sane aindfnrce•resisting
4.00 systes and cosponerts and cladding criteria.
wind: Ito eph, hriSft, TCOL=4.2,BCDL=3.0, ASCE 7.05,
Enclosed, Cat.2, Exp.B, (MFRS,
interior Zone, load duration factor=1.6,
Truss designed for annd loads
in the plane of the truss only.
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ARIEL•KEITH
LUMBER SPECIFICATIONS
TC: 2x8 OF SS
LOAD DURATION INCREASE . 1,15
TRUSS SPAN 6 - 0.4-
IC: 2x4 OF *IBM tRC 2009 YAx MEMBER FORCES 404'GDFtCq=1.00
SPACED 24.0' O.C. 1.2.4.73) 108 2.4=401 0
TC LATERAL SUPPORT<= 12'0C. UON. 2.3=(42) 86
BC LATERAL sonar <- :roc. UON. LOADING
LLi 25.0),01I 7.0) ON TOP CHORD - 32.0 PSF BEARING
OVERHANGS: 36.0' 0.0'
DL OV BDTTOV CHORD = 5.0 PSF MAX VERT VAX HDR2 BOG REQUIRED ERG AREA
TOTAL LOAD = 37.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
Connector plate prefix designators: 0 0.0' •2911 807V -72/ 22H 5.50' 1.29 OF 4 6251
C nnectorpla (or of prefix► - orspuTrus, Inc LI :25 PSF Ground Snow (Pgy t 9.2' -154/ 69Y QI OH 5.50' O.t4 OF 1 625)
Y,Y20HS,Y18HS.Y16 = MiTek UT series 6 - 0.4 451 l$9Y 701 22H 1.50' 0.14 OF 4 625)
LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL
REOUIREMENIS OF IBC 2009 AND IRC 2009 NOT BEING YET. VERTICAL DEFLECTION LIMITS: L1-11240,Allowed
MAX LL OEFL .BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP VAX TL DEFL _ -0.050. R -3 - 0.0' Allowed - 0.400.
AND BOTTOM CHORD LIVE LOADS ACT NOH,CONCURRENTLY. VAX BC PANEL LL DEFL - -0.006' P 1'- 0.1' Alloyed . 0.043'
MAX BC PANEL it OEFL . •0.005' @ 1 • 0.1' Allowed 0.057'
VAX HORIZ. LL OEFt - 0.000' @ 1 . 9.2'
VAX HOR1Z. TL DEFL - 0.000' @ 1 • 9.2'
This truss does not include any tire dependent
aeforaation for long [ere loading )creep) in the
12 total load deflection. The building designer
4 shall verify that this paraeeter fits with the
intended use of this component.
Design confores to wain windforce-resisting
system and coeponeets and cladding criteria.
III I Wind: Ito rph, h=15ft, TCOL'4.2,BC0L=3.0. ASCE 7.05,
interior,zone, adp.u, ionRi
interior Idne, load duration factor-1.8.
i Truss designed for wind loads
�- in the plane of the truss only.
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I Bunter GENERAL NOTES.urns cthenvee noted: `�j G)�6 �''e✓
Truss: SJ R 3
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LUMBER SPECIFICATIONS ARIEL•KEITH
TC: 2x6 OF S5 TRUSS SPAN 8 - 0.0'
BC: 2x4 OF a168TR LOAD DURATION INCREASE _ 1.15 INC 2009 MAX MEMBER FORCES 2.4-10)0 1.00
TC LATERAL SUPPORT <_ SPACED 24.0' O.C.
1•2=( •731 106 2•d={01 0
BC LATERAL SUPPORT' <= 12'0C. ION.
2-3•(•109) 93
12'0C. UO\. LLI 25.01101( 7.0) ON TOP CHORD =
OVERHANGS: 36.0' DL ON BOTTOM CHORD- 32.0 FSF BEARING MAX VERT MAX HOU 8RG REQUIRED BAG AREA
0.0' 5.0 PSF LOCATIONS REACTIONS
Connector TOTAL LOAD- 37.0 PSF 0 • 0.0' 2401 7430 REACTIONS SIZE SO.IN. (SPECIES)
plate prefix prefix) aLCoep •85/ 27H 5.50' 1.19 OF ( 6251
C,CN C18,CN19 (or no prdesig ors: rus, Inc LL - 25 PSF Ground Snow (Pg)
7'- 9.2' -66/ 140 0/ OH 5.50' 0.07 OF ( 625)
u,M2bHS,UtBHS,Y16 - Mitek MT series 7 - 9.2' •601 2440 -801 270 1.50' 0.07 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND IRO 2009 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: 1.1.41240, TL=Ut80
8017041 CHORD CHUM)FOR tOPSF LIVE LOAD. TOP MAX LL DEFL = 0.044 @ •3'• 0.0' Allowed 0.300'
AND Bottom CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PAhtEL LL DEFL • -0.095' P 3'. 10.9' Alloyed = 0.493'
MAX TC PANEL IL DEFL = •0.105' P 3•• 10.9' Allowed - 0,739'
MAX HORIZ. LL DEFL • 0.000' P 0'. 5.5'
MAX HOAR. Ti DEFL - 0.000' P 0'- 5.5'
This truss does not include any tine dependent
detoreation for long tern loading (creep) in the
total load deflection. The building desigre-
shall verify that this paraseter fits with the
intended use of this component.
12 Design conforms to wain windforce-resisting
4.00 sySten and Cowp0nentV and Cladding criteria.
'' Visa: 110 mph, h-tstt, TCDL-4.2,BCOL-3.0. ASCE 7-05,
EUCIOSCd, Cat.2 Exp.B, MAFRS,
interior Zone, load duration factor-1.6,
_/ Truss designed for wind loads
1.�� in the plane of the truss only..--- --------- i
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Scale: 0.5271 �gcl3 PR4F�eJs
1NAANmNiS: GENERAL NOIES,unless dla�w6e noted.
Truss: HIP-EJ4 * en>w•,raenma constao,ro.wnswwamuGer.ntiNetea t The �� ��j1PlF� ��'`c-
end ie'and a d o traUcpen aomn+enrac �+ %Opal oily won Ina 7Ma.etds 1hGwn and n fa an rNv,dwi
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ARIEL-KEITH
LUMBER SPECIFICATIONS TRUSS SPAY 8 • 0.0' iRC 2009 MAX YEu9ER FORCES 411RjGDF.Cq=1.00
IC: 246 DF SS LOAD DURATION INCREASE 1.15 1.2-1-73) 106 2-4=(-111{ 37
BC: 241 Dr 4,5111R SPACED 24.0' O.C. 2.3-1.981 84
IC LATERAL SUPPORT <= 12'06. LION. LOADING
9C LATERAL SUPPORT 4. 12'0C. UON. LL( 25,01.0L( 7.0) ON TOP CHORD= 32.0 PSF BEARING VAX VERT VAX HORZ BRG REQUIRED 8RG AREA
OVERHANGS: 38.0' 0.0' DL ON 901100 CHORD= 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
TOTAL LOAD= 37.0 PSF 0'• 0.0' -2141 707V 112! 3E11 5.50' 1.13 OF ( 625)
Connector plate prefix designators: 5'• 11.7' 94/ 1610 0; OH 1.50' 0.29 OF ( 625)
LL = 25 PSF Ground Soon IPg) 8'- 0.0' OI 36V 1127 36N 5.50' 0.06 OF ( 6250
C,CN,CIB,CN18 (or no prefix) =CoapuTrus, Inc
M,M2CHS,MTBHS,1116 = Mifek MT series LIMI7ED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REOUIREUENTS OF IBC 2009 AND /RC 2009 NOT BEING YET. VERTICAL DEFLECTION LIMITS: LL•1J240, TL=Lt180
YAK LL DEFL - -0.04,' p •3'- 0.0' Allowed = 0.300'
BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP UAX TL DEFL = •0.050' @ -3'- 0.0' Allowed = 0.400'
AND B0T1011 CHORD LIVE LOADS ACT NON•CONCURRENTLY, MAX LL DEFL 0.000' @ 0'• 0.0' Allowed 0.075'
YAx TL CREEP DEFL = 0.000' @ 0'- 0.0' Allowed = 0.100'
MAX BC PANEL LL DEFL = -0.052' @ 3'. 6.6' Allowed = 0.334'
UAX BC PANEL TL DEFL • -0.063' @ 3 10.0' Allowed = 0.445'
MAX HORIZ. LL DEFL = 0.001' 0 5'- 11.7'
MAX HORIZ. IL DEFL = 0.001' @ 5 • 11.7'
6-00-07 Design cor.fors to wain aindforce•resisting
-- systea and coxpanents and Cladding criteria.
•
t2 wind: 110 apt, n=15ft, TCD1.=4.2,BCDL=3.0, ASCE 7.05,
Enclosed, Cat.2 Exp.B, YsFRS,
4.00 interior zone, Load duration factor=1.6,
Truss designed for wind loads
in the plane of toe truss only.
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Scale: 0.5771 ,<<?S' ORc.o
•
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TRANS ID: 3 74 024 d.sgc loads be appted to any component and an for'dry condition'of use
5 Cavil inn has ro contra ever and assures no%spaue,say for de 6.Desgn aafu6"ye 0eamg A M agp0rts,hown SMm o e '17 y 26.,:$ �V
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MIRO This design prepared from computer input by
ARIEL-KEITH
LL 9ER SPECIFICATIONS
BC: 2x6 OF Si TRUSS SPAN 8 - 0.0' INC 2009 810 MEMBER FORCES 481/GOF Cq=t.00
BC: tat DF xtbSTR LOAD DURATION INCREASE = 1.15
SPACED 24.0' O.C.
1-2.1-73) 184 2-4-(-1111 37
TC LATERAL SUPPORT <= t2'0C. UON. 2-3=(-98) 81
BC LATERAL SUPPORT <= 12.0C. UON. LOADING
LL( 25.01•DL( 7.0) ON TOP CHORD= 32.0 PSF BEARING MAX VERT VAX HOR2 BAG REQUIRED BAG AREA
OVERHANGS: 36.0' 0.0' OL ON BOTTOM CHORD = 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
TOTAL LOAD - 37.0 PSF 0'- 0.0' -2141 707V -112! 38H 5.50' 1.13 DF ( 6251
Connector plate prefix designators; 5'- 11.7' -99/ 181V D. OH 1.50' 0,29 OF ( 625}
C,CN,CI8,CN1B for no pre = CpspuTrus, Inc ll = 25 PSF Ground Snow (Pg) B' 0.0' 0/ 36Y -112? 38N 5.50' 0.06 DF ( 625)
u,420HS,u18HS,416 : Y1Tek VT series LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND INC 2009 NOT BEING VET. VERTICAL DEFLECTION LIMITS: LL-I.l240, llowed90
MAX LL DEFL = -0.044' @ -3 - 0.0' Allowed ' 0.300'
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX TL DEFL - -0.050' P -3 - 0.0' Allowed = 0.400"
ANC BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX IL DEFL 0,000' @ 0'- 0.0' Allured 0.075'
MAX IL CREEP DEFL = 0.000' 0 0'- 0.0' Allowed = 0.100'
MAX BC PANEL LL DEFL = -0.052' @ 3'- 6.6' Allowed = 0.334'
VAX BC PANEL TL DEFL = -0.063' @ 3 - 10.0' Allowed • 0.445'
MAX HORIZ. LL DEFL = 0.001' 0 5'. 11.7'
MAX HORIZ. TL DEFL - 0.001' R 5'- 11.7'
___ 6 00.07 Design conforws to wain windforce-resisting
- 1" systee and coeponents and cladding criteria.
12 0100: I10 won, h=15ft, TCOL=4.2,BCDL=3.Q, ASCE 7.05,
4,00 Enclosed, Cai.2, Exp-B, 4AFRS,
interior zone, load duration factor-1,6,
Truss designed for wind loads
3 in the plane of the truss only.
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Scalt: 0.5»t
WARNINGS. GENERAL NOTES,tentedothefwee noted: �`, Cjl�j - �s,�A
Truss: EJ L 3 ,.auger and erw,era oor,bea«vaored be adwsed of aO cerwrol Noma , TM's deign ms booed bray upon The parameters.lawn end o fa an'rwrwaum 0 ta C • •✓
and We a ing,before construction C«atwnrRa bsdrg=Vowel.10$ACeWry of lM t- I • ;
2.2x4=fronds..web bravo must be.,staled whore slaw... ncomonbon of component it M rmpa e b of pommeled be dm0 dtdenp e /11,a /i
DES. BY: LJ S.Add,benal temporary tracing m nose stab ty donors conductor. 2 (2.f96 a.oaw u toe lop and bosom ohadf to be rt«ry bmsd ai
ma M responfrbay of M erector.84daonai permanent Datong of 7 0.0.and al 10'c.c.tespechsify weds braced a rouph«x wonwg�In
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SEQ. • 5599152 • No toad s,oof4be meted to any mnoorentoti after N N'p1n ofemOf10uKboeyetredwwwestawn•• QK tIN
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tastmar,are complete and at no ertr snouttf any roads lywrl«then s OelaT afu.nes Mies an u y n a �rrw�aa M,y V(/ Ct�cotwactot
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This design prepared from computer input by
ARIEI•KEITH
LUMBER SPECIFICATIONS
LUMBER 2xfi EC SS TRUSS SPAN 35' 0.0'
BC: 2x4 OF a1QBTR LOAD DURATION INCREASE - 1.15 SRC 2009 MAX u2-l0- FORCES 4aAr3-10-)=1.00
i1EBS: 2nd OF STAND SPACED 24.0' 0.C. 1- 2=1 73) 108 2-10•{•9081 2782 3-tD=O 278) 87
2- 3:1-3035) 1047 10.11.1-8971 2388 10. 4=( 01 347
IC LATERAL SUPPORT <- t2'OC. 1K1N. LOADING 3• 4=f-27531 938 11-12.4.897) 2368 4-11=f-7041 248
BC LATERAL SUPPORT<: 12 OC. UDC, IL( 25.01.01( 7.0) ON TOP CHORD = 32.0 PSF 4. 5=(-1981) 773 12. 8=(-908) 2782 Ii• 5e(•246) 906
Eh OA BOTTOM CHORD = 5.0 PSF 5. 6=1.19811 773 11. 6=(-704) 347
OVERHANGS; 36.0' 36.0' TOTAL LOAD = 37.0 PSF 6. 7=( 2753) 938 6.12-f 01 317
7- 8=1-3035) 1047 12- 7=(-2781 87
Connector plate prefix designators:
LL = 25 PSF Ground Snow (Fgl 8- 9={ -73) 108
C,C11,C18,CB18 (or no prefix) = Coeputrus, Inc
M,M20N5,Y18HS,Y16 = Mprek MT series UulTEO STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF EEC 2009 AND IRC 2009 NOT BEING YET, BEARING MAX E TIOT MAX HORZ SIG $0.05. SPG AREA
LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
BOTTOM CHORD CHECKED FOR IMF LIVE LOAD. TOP 0'- 0.0' •401/ 1637v -148/ 148H 5.50' 2.62 OF ( 6251
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 35' 0.0' 4041 1637v 1181 1488 5.50' 2.62 OF t 6251
VERTICAL DEFLECTION LIMITS: 1.L=1/240, 11=11180
MAX LL DEFL = •0.044. 9 •3'. 0.0' Allowed : 0.300'
MAX IL DEFL . .0.050' 9 -3'• 0.0' Allowed = 0.400'
VAX LL DEFL = -0.178' P 17'• 6.0' Allowed = 1,704'
WX TL CREEP DEFL = -0.347' P 17'. 6.0' Allowed = 2.272'
MAX LL DEFL . .0.044• P 38'- 0.0' Allowed - 0.300'
MAX TL DEFL - -0.050' 6 38'. 0.0' Alloweo = 0.400'
VAX HORIZ. LL DEFL - 0.076' P 34'- 6.5'
MAX HORIZ. TL DEFL = 0.1,2. 9 34'. 6.5'
Design conforms to wain windrorce•resisting
systee and cowpnnents and cladding criteria.
Wind: 110 eon, n=2010, TOOL=4.2,BC0L=3.0, ASCE 7-05.
17.06 Enclosed, cat.2 Exp.8, MFRS,
f---- - 17-06
interior lone, load duration factor.1.6,
8.00.03 Truss designed for Bind loads
!-- A 9 05 13 9-05-13 ' in the plane of the truss only.
"-- 6-04-14 5-06-09 • • 8.00.03
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Scale: 0.1790 ��gt�D PROFte6sJ
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This design prepared from computer input by
LUMBER SPECIFICATONS
TRUSS SPAN J'. 0.4'
ARIEL-KEITH
I
TC: 2x6 DF SS
Bt: 2x4 OF of T LOAD DURATION INCREASE 1.1S
IRC 2009 KU MEMBER FORCES 41A100F,C0-1.00
TC LATERAL SUPPORT <: 12'0C. VON.
SPACED 2s.0' O.C. 1-2 (•73) fOB 2•4-(01 0
BC LATERAL SUPPOp7 4. t2'0C- DON, 2.3=(-91) 77
LOADING
OVERHANGS: LL{ 25.0)'01( 7.0) ON TOP CHORD. 32.0 PSF
36.0' 0.0' DL ON BOTTOM CHORD =t 5.0 PSF BEARING MAX PERT REACTIONS TION BAG REOUIREO BAG AREA
Connector plate r TOTAL LOAD = 37,0 PSF LOCATIONS REACTIONS
797V REACTIONS 5,50 S0.[N. (SPECIES)
1
D prefix prefix) Comp 0'• 0.0' 2871 797V 54/ 16H 5.50' 1.27 Dr [ 625)
Connector pia (Or of Drlfix) = CoepuTrus, Inc LL = 25 PSF Ground Snow (P9)
V,M20HS,M18HS,M16. MiTek V1 series 1 9.2' •163/ 67V O/ OH 5.50' 0.11 OF ( 625)
/'• 0.4' 141 1DEF 591 IBM 1.50' 0.17 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO ONE SPATIAL
REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING VET.
VERTICAL DEFLECTION LIMITS: LL.Lf2J0,Allowed
BOTTOR CHORD CHECKED FOR toPSF LIVE LOAD. TOP MAX LL DEFL •O.Od4' @ -3'- 0.0' A110mld 0.300'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAX TL DEFL •0.050' P •3'• 0.0" Allowed = 0.400'
UAX SC PANEL LL DEFL r -0.004' e I - 0.1' Allowed : 0.043'
VAX BC PANEL TL DEFL . 0.004• @ 1 . 0.1• Allowed • 0.057'
12
VAX HORFZ. ll DEFL . 0.000' @ 0•- 5,5'
•
4'00 MAX HORIZ. TL DEFL - •0.000' 9 3'- 11.7•
This truss does not include any tile dependent
deforeation for long ters loading (creep) in the
total load deflection. The building designer
shall verify that this parateter fits with the
intended use of this cosponent.
Design contorts to sein windforce•resisting
systet and cotponents and cladding criteria.
Rind: 110 rph, h=15ft, TCDL.4.2,BCOL.3.O, ASCE 7.05,
Enclosed, Cat.2, Exp.B, M11FRS,
interior zone, load duration factor.1.6,
4? Truss designed for mind loads
in the plane of the truss only.
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WARNINGS: Scale: 0.7281 ��R�o PRp(rF`sS
Truss: S�L2
I Ba4-ird erection contractor be Wiped of at General Notes GENERAL TES tmhen the /
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s • U2g7li§ 177,R, DTF-1
This design prepared from computer input by
LUMEN SPECIFICATIONS ARIEL•KEITH
TC: 2x6 OF SS TRUSS SPAN 6 0.0'
BC: 2x4 OF at66TR LOAD DURATION INCREASE = t.15 1RC 2009 lux )LIMBER
-73) FORCES ) 164Of;Cg-1,00
TC LATERAL SUPPORT .r 1 SPACED 2a.0' O.C. t-2=i -73) 108 2-<-( t6<1 59
BC LATERAL SUPPORT e_ Z OC. VON.
2.3=!•191) 159
t2`OC. liON. LOADING
LL( 25.0)h0C( 7.0) ON TOP CHORD - 32.0 P$F
OvERHASGS: 36.0' 0.0'
DI. ON BOTTOM CHORD = 5.0 PSF BEARING VAX VERT VAX HORZ BRG REQUIRED BRG AREA
TOTAL LOAD 37.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IW. (SPECIES)
)
Connector platy prefix designators: 0 • 0.0' -2811 855Y •165/ 60N 5.50' 1.37 OF ( 625)
Connect8,C"r18 (or el prefix) - Corpuirus, Inc I4= 25 PSF Ground Snow (Pg} 1 11.7' 3261 30Y 0! 0$ 1.SD' 0.14 OF ! 625)
V,Y2DHS,u18HS,Y16> Y1Tek UT series
8'• 0.0' 0/ 30Y -165/ 6OH 5.50' 0.05 OF 1 625)
LIMITED STORAGE DOES NOT APPLY OUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND IBC 2009 NOT BEING VET. VAX LL DEFLECTION LIMITS: lL=1)240, llOced80
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
tux ll DEFL •0.044' p -3'• 0.0' AilOwed 0.300'
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. tux TL DEFL r -0.050' P 5 • i. ' Ailoeetl 0.400'
VAX TC PANEL LL DEFL = 0.004' @ T - 1.1' Allowed r 0.073'
VAX IC PANEL TL DEFL = 0.004' @ 1'- 1.1' Allowed m 0.110'
VAX BC PANEL LL ()EFL = 0.022' 9 3 - 6.6' Allowed = 0.334'
VAX BC PANEL TL DEFL = -0.028' @ <_. 1.4' AijQoed = 0.445'
VAX NORIZ. LL DEFL - 0.002' @ 1'• 11.7'
VAX H0R22. IL DEFL = 0.002' 8 1 • 11.7'
2-00.07
This truss does not include any tine dependent
- .�,, deforeation for long term loading !creep) in the
total load deflection. The building designer
12 shall verify that this paraseter fits with the
4.00
intended use of tnis cowponent.
Design contoreS to lain windforc6.resisting
systea and components and cladding criteria.
Wind: 110 rob, h=15ft, TCDL-4.2,BCOL,3.0, ASCE 7.05,
Enclosed, Cat.2 Exp.6, dam.interior zone, toad duration factor=1.6,
Truss designed for Wind loads
in the plane of the truss only.
771-I �1��f )
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wARNwhos
Seale: 0.6271 f�gcOPROF�cs
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arc?itammys OMas consl,WUe temm�eraet. deign O sawed Only'pon Pea pe•an!r 41 stedwn and n bra eNnm]:,M i? �G `$' Y
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This design prepared from computer input by
LDYBER SPECIFICATIONS ARIL-KEITH
IC: 2x6 OF SS
BC: 2s4 OF ,188TH TRUSS SPAN 8 • 0.0
LOAD DURATION INCREASE t.t5 IRC 2009 MAX MEMBER FORCES 4119/GOF;Cg.1.00
IC LATERAL SUPPORT <= 12'0C. U01�. SPACED 24.0' O.t. t 2-( 731 108 2-4-(.1641 59
BC LATERAL SUPPORT <s 12'0C. UOh. 2 3-( t911 159
LL) 25.D)tOl( 7.0) ON TOP CHOW -
Ot'ERkA:GS: 36.0' 0.0' DE ON BOTTOM CHORD = 32.0 PSF
5.0 PSF
BEARING MAX VERT VAX HORZ BRG REOOIRED BRG AREA
Connector plate prefix designators:
TOTAL LOAD - 37.0 PSF LQCATI0. REACTIONS REACTIONS
SOB SIZE SO,Ik. (SPECIES)
C,CN,CI8,ON18 (or no r 0 0.0' -281/ 855V 185/ 60H 5.50' 1.37 OF ( 625)
Y,Y2'HS,M18HS,Yt6 _ prefix) = riepuirus, Inc LL = 25 PSF Ground Sno, (Pg) t • 11.7' •326i 91V
Yiiei YT series B - 1.7' 6/ 0/ OH 1.50' 0.14 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO TAO SPATIAL 30V -165/ 60N 5.50' 0.05 OF 1 6251
REDUIREYEHTS OF IBC 2009 AND IRC 2009 NOT BEING VET.
VERTICAL DEFLECTION LIMITS: LL=.1240, TL=1)180
BOTTCY CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LL DEFL = •0.014' @ •3 0.0' Adored 0.300'
AND BOTTOM CHORD LIVE LOADS X TL DEFT -0.050' @ -3 • 0.0' Alloyed = 0.400'
ACT HON-CONCURRENTLY. VAX IC PANEL LL DEFL r 0.004' @ 1 . 1.1' Allowed = 0.073'
VAX 7C PANEL It DEFL = 0.004' P 1•- 1.1' Allo,ed • 0.110'
itAX BC PANE Lt. DEFL : 0.022' P 3 - 6.6' Allowed = 0.334'
UAL BC PANEL TL DEFL = -0.028. 0 4., 1.4' Allowed = 0.445
MAX HORIZ. LL DEFL a 0.002' @ I - 11.7'
MAX HORIZ. IL DEFL = 0.002' @ t - 11.7'
*,"_ 2-UO.O7 This truss does not include any tire dependent
--,r deformation for long term loading (creep) in the
total load deflection. The building designer
12 shall verify that this parameter fits with the
4.00 intended use Of this component.
Design conforms to rein windforce•resisting
system and components and cladding criteria.
Hind: 110 10, h-15Tt, TCDL=4.2,BCDL-3.0. ASCE 7-05,
Enclosed, Cat.2, E4p,e, MFRS,
interior zone, load duration factor1.6,
Truss designed for wind loads
in the plane of the truss only.
if
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JOB NAME: PAUL DAMS - RESTORATION • EJR1
wMNNOS: Scale: 0.6271 X90)PROp -
Truss: Eel R 1 + Order and enlCgn eonr.ra enouki be advised a,+ GENERAL NOTES orders attendee noted:
�� s,
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C7 1G1N6- -�..4
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cY,PtRSS 7715 ✓
This design prepared from computer input by
MIEL-KEITH
IUYBER SPECIFICATIONS
TC: 276 OF SS TRUSS SPAN 8 - 0.0'
BC: 2a/ OF s1d6TR LOAD DURATION INCREASE = 1.15 IRC 2009 MAX YEYBER FORCES (-I3g)F;Cp=+.00
TC LATERAL SUPPORT c= 12'OC. UON. SPACED 24,0' Q.C. ;:;:(670311 108 2.4•(-1381 48
BC LATERAL SUPPORT c• 12'0C, 00k. 112
LOADING
L1( 25.0)+DLI 7.0) ON TOP CHORD - 32.0 PSF BEARING MAX VERT MAX HOR2 ERG REQUIRED ERG AREA
OVERHANGS: 36,0 Q 0' 01 ON 80TTOU CHORD° 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE $0.19.
TOTAL LOAD > 37.0 PSF E (SPECIES)
Connector plate prefix designators: 0'- 0.0' 212? 7000 -1381 4911 5.50' 1.12 DF ( 625)
C,CH C18,CNla for no prefix) - CarpOTrus, Inc IL r 25 PSF Ground Snow (PO
3 tt•7` 1201 1274 Of OH 1.50' 0.20 OF ( 625)
M,U20HS.Y18HS,u18 U1Tek UT se-ies 8 - 0.0' 0: 32V -138/ 49H 5.50' 0.05 OF ( 625)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND TIC 2009 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL°L 7240, TL=L(180
BOTTOM CHORD CHECKED FOR 10PSF MI LOAD. TOP
PAX LL DEFL •0.044' @ •3'- 0.0' Allowed 0.300'
AND BOTTOM CHORD LIVE LOADS ACT 0N•COCURRENTLY• MAX TL DEFL •0.050' @ -3 - 0.0' Allowed 0.400'
MAX LL DEFL = 0.000' @ 0'• 0.0' Allowed = 0.175'
VAX EC PANEL LL DEFL - •0.034' @ 3 - 6.6' Allowed = 0.334'
MAX BC PANEL TL DEFL = 0.022' @ 2 - 8.3' Allowed = 0.405'
MAX BC PANEL TL DEFL • -0.043' @ 4 - 1.4' Allowed - 0.4a5'
MAX TOORII. LL DEFL = 0.002' 8 3'• 11.7'
MAX HORII. TL DEFL = 0.002' a 3 • 11.7'
This truss does not include any time dependent
deformation for long term loading (creep: in the
total load deflection. The building designer
4.00.07 shall verify that this parameter fits with the
i` __. intended use of this component.
12 Design conforms to main windforce-resisting
4.00 system and components and cladding criteria.
Rind: 110 mph, h=15ft, TCDL=4.2,8COL=3.0, ASCE 7.05,
Enclosed, Cat.2, Exp,B, YAfRS,
interior Zone, load duration factor-1-6.
Truss designed for wind loads
•,in the pane of the truss on.y.
I
•
to
•
km
°'
of
_____/'�_ 4-3x4 4
I
3-00 IrROVIDE RILL EEARING:Jts:2 3 Al 8-00
J08 NAVE: PAUL DAVIS • RESTORATION - EJR2
Scale: 0.5521 `(i�GL'PROFF�
WAltetwcs- '5' :9
T►'t15S: EJR2
I ewa and eroaonwre'.uaxrowau0510Or,ncer.nwlam °Ema0etmot� teemed ,,� I���' ��aGlN�cr. �'r+
and Warnings ae!ae aon><ntcson a's9r arty um,y O W'amalers shown arnS a M an a+dUitluic
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TRANS ID: 3 74024 &up loads be VOW to any conpor+er0 •tu°1'+s rodeea ar.Io a WOO n a co�os�..n..o nwH. O (i<Y ,°�0 =
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111111111 This design prepared from computer input by
ARIEL-KEITH
LUMBER SPECIFICATIONS
TC: 2m6 Of SS TRUSS SPAR 6 0.J-
BC: 256 Of a1897R LOAD DURATION INCREASE - 1.15 !RC 2009 MAX MEMBER FORCES 2.4 (0( Cq•1.p0
SPACED 24.0' O.C. 2=(-73y t08 2.4=(01 0
TO LATERAL SUPPORT <: 12'OC. MON. 2-3={-921 86
BC LATERAL SUPPORT<- 12'00. 1.101. LOADING
Lt.( 25.01.011 7.01 ON TOP CHORD - 32.0 PSF BEARING MAX VERT VAX HERZ BOG REQUIRED BRG AREA
OVERHANGS: 36.0' Q,Q DL ON BOTTOM CHORD= 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
TOTAL LOAD • 37.0 PSF 0 - 0.0' -291/ 807v -721 22H 5.50' 1.29 OF ( 6251
Connector plat! prefix designators: 1 • 9.2' .154/ 690 0; OH 5.50' 0.14 OF ( 6251
C,CN,CtB,CNfB for no prefix) CompUTrus, Inc LL = 25 PSF Ground Snow (Pg] 6 0.4' -451 159* •72/ 22N 1.50' 0.25 OF ( 6251
4,M20HS,Y19MS,W6 -YiTek UT series LIMITED STORAGE DOES NOT APPLY DOE.TO THE SPATIAL
REOUIREYENTS OF IBC 2009 AND 1RC 2009 NOT BEING MET, VERTICAl, DEFLECTION LIMITS: 1.0L/240, TL=11180
MAX LL DEFL = -0.044' P -3'- 0.0' Allowed - 0.300'
BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP VAX TL DEFL - -0.050' @ .3 • 0.0' Allowed = 0.400'
AND BOTTOt CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX BC PANEL LL ()EFL -0.006' @ 1 • 0.1' Alloyed 0.043'
MAX BC PANEL TL DEFL= •0.005' P 1 . 0.1' Allowed = 0.057'
MAX HORIZ. LL DEFL > 0.000' P 1 - 9.2'
MAX HORIZ. TL DEFL = 0.000' @ 1'- 9.2'
This truss does not include any time dependent
deforealion for long tern loading (creep) in the
12 total load deflection. The building designer
shall verify that this parameter fits with the
4.00 intended use of this component.
Design conforms to gain windforce•resissing
system and components and cladding criteria.
i� I wind: 110 mph, h-15ft, TCDL-4.2.8COL=3.0, ASCE 7-05.
'IJ�/�
Enclosed, Cat.2, Exp.B, ionRS,
interior zone, load duration faCter=1.6,
�- f�� '�r� Truss designed for wind
tru loads
1 in the plane Of the truss only.
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J
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/ M-3x4 h
H {
3.00 2-00 4-00-07
[PROVIDE FUEL BEARING:Jte'2.4.3]
,0B NAME: PAUL DAVIS - RESTORATION . SJL3 �(F'��PROFF
Scale: 0.6101 S+sm'
WAR GENERAL NOTES,u•+esw dtwwse mew: `
Truss: ,5,1 .`3 1 &.tle•and ascioncC.'A' stones *tinsel greyGwva Notes 1 This GINe4- r-Z
and Wa+ 91e bated only IM parameters snowm•and w'br an edwd,a' �`7 /��
^as before comstruttan comber s aaere ebrrpemrn An eeadM of deur parameters am proper V 1 •2 2.4 comvesw ort me bracrq must be nsa'rou where sham!• mcorporxa,d coy pone t a the wsp lmstbiq Mar
DES, BY: LJ 3 Adialar.t temporary bracing m enure moray 4, ,q ameba:am 2 Oesg!l warner 1M fro end bbwm tames to be NA N" u~ C: S V+ .-
a es.wspomsbsay d the erector.Adete dal pVrarrM bracig d c b c and at tb'e c Guth as b engm ' .
DATE: 7/22/2013 neoerea structure a the wspo rubspti*se ta/daga 2,n- 0°.toadygMe dswgbdsMeeethfretanaordy.aCeeiY
SEQ.: 5599165 +�^a 4.letnpa1lfMes«Sae'spees tyof srernshete•• OR .N
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X41
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TRANS ID: 374024 dm",Surds beappaedtoaytampenert and are fee'dyovation'M use
O 12&.�9 ,�U`
3.Comp..Tmr+'as no toodot over and assumes ro raspOmwEray for the I Dena,es/Yrrw fur tranq N ar supports Nhn w.She e.wwge d
raicabw,,herd:nq.she mwM and nsta,star MCOrppMrts nocetsap
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spy+va'Jos see 055.1311 ESR-1943(M�T,+1 EMPIRES
This design prepared from computer input by
LUMBER SPECIFICATIONS ARIEL-KEITH
TC: 2x6 OF SS TRUSS SPA+, 4 • 0.4'
BC: 2x4 OF ftBHTR LOAD DURATION INCREASE = 1.15 IRC 2009 MAX MEMBER FORCES 2'A'(OF Cq t.00
TC LATERAL SUPPORT s= 12'0C. UON. SPACED 24.0' O.C. 1 2=(•73) 106 2.4=(0) 0
8C LATERAL SUPPORT <-
2.31-91) 77
12'OC. UGH. LOADING
LLI 25.01,011 7.01 ON TOP CHORD 32.0 PSF
OVERHANGS: 36.0' O,0'
DL ON BOTTOM CHORD - 5.0 PSF BEARING HAX VERT YAX HOR1 BRG REQUIRED BRG AREA
TOTAL LOAD 37.0 PSF LOCATIONS REACTIONS REACTIONS 511E SO.IK. (SPECIE51
Connector plate prefix designators:
0 • 0.0' •287! 797V .591 16N 5.50' 1.27 DF ( 625)
Connect8,CN18 for of prefix} = Coepuiros, Inc LL = 25 PSF Ground Snow (Pg) 1 9.2' 163! 1040 Or OH 5.50' 0.11 OF ( 625(
Y,Y20HS,tlt8H5,M/6 =MiTek MT series 4:• 0.4 -14/ 1040 -59; 16H 1.50' 0.17 OF I 625
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REOUIREUENTS OF I66 2009 AND IRO 2009 NOT BEING MET, VERTICAL DEFLECTION LIMITS: 1.1.1.1240, iL=L7t80
BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP MAX LL DEFL * -0.044' R -3 0.0' Allowed = 0.300'
AND BOTTOM CHORD LIVE LOADS ACT SOti-CONCURRENTLY• MAX TL DEFL = -0.050" 6 -3 0.0' AilOwed 0.400'
MAX BC PANEL 11 DEFL • •0.004' R 1'- 0.1' Allowed = 0.043'
liAX BC PANEL it DEFL = 0.004' 6 1 • 0.1' Allowed = 0.057'
12 MAX HORI1. LL DEFL = 0.000' 6 0 • 5.5'
4.00 MAX HORI1. TL DEFL • •0.000' 6 3'• 11.7'
This truss does not include any tire dependent
deformation for long tern loading (creep) in the
total load deflection. The building designer
shall verify that this paraeeter fits with the
intended use of this coeponent.
•
`'I Design conforss to Cain windforce--esisting
1 systea and cosponents and cladding criteria.
JII I wind: t10 wph, h=15ft, TC0L=4.2,BCDt=3.0. ASCE 7-OS,
/C/ interior, one,2 Edpdu, ionRfa
•�„i� !A' interior zone, road duration factor-t.6,
c Truss designed for wind .Dads
in the plane of the truss only.
�"f
0 _�
''
"
1.1-3x4 I
j 1 / 1
------------
l
3-00 2-00 2-00-07 y
1107.1D____ E FLLL BEARI,NG;Jts:2,4,3J
J06 NAME: PAUL DAVIS • RESTORATION • SJR2
Scale: 0.72e1 �(c.,0 PRop$,
WARNINGS: GENERA-NOTES,/nieceottbmye notret
s,
Truss: S.1R2 Bowie/ender/town ea,a mrxya rsM nd be edv sad wh at
and W.,,. Wry tonetn,ttion tp„r"e,aea G°'ear NcNe t inn deny.a msea oaf Pan trs P+•e,nere•s Mown and a b e'M•r,d,n� i` aGINFF. ,"r
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DES. BY: LJ a Aaeeorai tempo ay w e arpaMp a w-aawx b Ow etberJiin d the budding ny Waned q t, 1
,And a.,a,.,w wbeay du con.acrwon 2.Oei9„ashxovei IN AP end boron chords a be infant b.wted el ih! I'a
DATE: 7/22/2013 is in n r.e ember Addams/pmnmere tracey of 7 o.c and of tP d t fe pe�erx civets owed anpuaho,t Ines /1 owe strucbre SEO. ' wspeesewyoaH°°weedder4•• 3 2etmpaa sne.drys a aspywaodsn.mN.gfTC),naO dy.xrr
5599167 4 No teed Mould be appeal to any ca,o>nant wile ate en x Pry a theme pormip ero,nd wa ve e,.convects
V OK v 4s
human a e tv,-aw and■no die er buN ery ores aanp one 4 Deno7. on d tows n<the reaponAiOaer d the
TRANS ID: 374024 eopwe to MY COMMON greaten man s.404 a,.assumes Pusses we to be wad to a w..rv.o•+ne., G c3 cY
S Comesans Nees no cprtra D.S9'aL•a..e5 V eo,:'d„a Q f r26,, nC.
one and iaesuabo o nnpmneols a the 6 ^�A'wati'Y at a-wpao.ts anown SnYn or wrggR d 9G
ao�wbon tuwWrp sh proem a a Muar ^
I II�IR�,ry(��'e, II���,ra� ����� 8 115$desgn n funabd soled b tee Inntabonss se ken byh T Peter see beex ednd:o b both ✓o toms.d V +��
Ilptt,'NI't1ll,' I((iT/,1,, �I TRAY/C,,in BCSI.copes dwiece wo be!uMgMd upon,equal, a Ms CMiSe web owl Ganef'm i gates of toms.and pieced 4tl IM•C1MM JO
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a WpmMoensQ°fpater.f e,
7.6.4.S14(ILK 10 Concave ad^^etta wtseesgnva4ws see ESR•t311 E5R•i9aelt4rTrky EXPIRES 6130!15
• 111111111
This design prepared from computer input by
ARIEL-KEITH
WIRER SPECIFICATIONS
TC: 2x6 OF SS
35-00-00 DUTCH SETBACK 8 00.00 FROM END WALL
8C: 2x4 OF 418BTR LOAD DURATION INCREASE= 1.15 (Non-Rep) IRC 2009 MAX MEMBER FORCES 4RRr3-IO')=1.00
80: 2x4 OF 01991 1- 2•( -72) 108 2.11 (.1844) 8014 3.10=( -596) 238 STAND
1OADING 3- 4=(-79B8) 948 11-t2=(-1840j 7158 10.-1l)-2058) 562
IC LATERAL SUPPORT <_ 12'OC. U05. TC UtIF LL( 50.0)•OLII 125 SF Ground PLF Snow (Pc) 0.0' TO 35'. 0.0' Y
BC LATERAL SUPPORT - 12'0C. uON,
4 6=(-5834) 1482 12. 8=(-2024) 8014 11. 6=( -058) 2582
TC UNIF LL( 100.0).Dt( 28.0)= 128.0 PLF 8'- 0.0' TO 27'- 0,0' L 6. 7=(•7934) 1482 11. 6•(2050) 562
OVERHANGS: 36.0' 36.0' BC UNIF LL( 0.0)400 25.01 25.0 P(F 0'. 0.0' TO 35'. 0.0' V 6. 7=(-7988) 1948 6•12=( 0) 698
7- 6=(•8640) 2200 12 7=1 •596) 236
C-1.5n4,3 or equal at Ron-structural TC CONC LL( 466.7)• L{ 130.7(= 597.3 LBS @ 8'- 0.0' L 8 9=1 -72) 108
vertical oemders IuonJ, TC MC LL( 466.7)•Bl( 130.7)= 597,3 LBS @ 27'- 0.0' L
Connector plate prefix destgnaiors: LIMITED STORAGE ODES NOT APPLY DUE TO THE SPATIAL BEARING VAX VENT YAX NORZ 886 REOUIREO BAG AREA
C
Connector (or no x des1} - CoeDUTrus, Inc REOUIREUENTS OF 18C 2009 AND IRC 2009 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SO.IY. (SPECIES)
C.CN,CS,Y18h5,(or = MlTek MT Series 0'. 0.0' -912/ 3713V 1481 148H 5.50' 5.94 OF ( 625)BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 35'• 0.0' 9t2r 37t3V N8i 148H 5,50' 5.94 DF ( 625)
l { 2 ) CoSplete trasSeS required. AND BOTTOM CHORD LIVE LOADS ACT ti0 -CONCURRENTLY,
I Jain together 2 01y with 3'x.136 DIA GUN MAX IAL DEFLECTION LIMITS: ll=Li240, flowed
•
nails staggered at: "HANGER BY OTHERS TO APPLY
9' of in 2 row(S) throughout 2x6 top chords, CONC. LCV1D(SI EQUALLY TO ALL UEL8ER5. MAX LL DEFL 0.011' @ •3'• 0.0' Allowed 0.300'
9' oc in 1 row(s) throughout 2x4 bottos rdschords. MAX TL DEFL - -0.013' @ -3'. 0.0' Allowed 0.400'
9' of In i row(f) throughout 2x3 webs, MAX LL DEFL , •0.266' P 17'. 6.0' Allowed = 1.704'
Vex IL CREEP DEFL = •0.502' @ 17'- 6.0' Allowed ., 2.272'
MAX LL DEFL - -0.011' @ 38'- 0.0' Allowed = 0.3C0'
MAX TL OEFL a -0.013' P 38'. 0.0' Allowed - 0.400'
YAx H0R1Z. LL DEFL = 0.114' @ 34'. 6.5'
YAx HORIZ. IL DEFL = 0.164` @ 34•• 8.5'
Design conforms to Bain w1ndforce•reS11ting
systeo and coaponents and cladding criteria.
Wind! 110 eon. n=20ft, TCDL-4.2,BCOL=3.0, ASCE 7.05,
f- -- _ _ 17-06 Enclosed, Cat.2, Exp.B, YAFRS,
-s--- 17-06 interior zone, load duration factor=1.6,
8-00-03 T Truss designed for wind loads
!---.-_03 -. 9-05-13 9-05-13 8-00-03
in tce plane of the truss only.
6-04.05 _.. ___
5-06 _..._- ,f
f--- � 5 07.12
( .----.__,_5-07-12 5-06 ' 6.04.05
597.30• ,r
X597:30k _...�..Y
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a.o0 ` .41.3x4
I.4HS-5x6(S) / '` 3.9' �\
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� - 1.4•1.5x4
of Ni44..v <l_ �� r -_
M-3x12 y 3x4 _� Ib.25' t2c
11.3x4 1.4•3x12 ' o
L M-5x8(S)
i
_,T 9-02.02 9.03.14 8-03-13 y l
3-00 9-02-03
35-00 1 l
3-00
JOB NAME: PAUL DAVIS - RESTORATION - HIP-H1
scale: 0.1790
C.
WARNINGS:
PR06�SS/
WARNW W: GENERAL NOTES,urns'otNerwlxs noted
Truss: NIP N1 I B Ue-cr4n" O�*,a«erouYa.avaedora Gere.xNolne 1 nr L3y
and'.Nam<gs be'ae conatncten commences. �x'Pn a based*p upon 11M parameters.eemm mrC a';r en•!erure:u! (Cr 1� F.
2 2aa tonlyasenn Sew tease-g m,st be Wearer.rtrere show,• c"e°2"'Npo".AMOINE,oT deNLIO Perimeters and Proper !�d
DES. BY: LJ a Aaaaellenwarvora<nyloewwexte Oesgna oaw«�Pa.m1.m.,•wo.0, betu.a.broaexQ ) :�
betr event ao urxmn 2 Ern, assumes e s 1tp and Dottem etwVS b!»uteraar traced x
DATE: 7/22/2013 4 ran roepone ne4p o the o eeb Mamma permanent eraaro d Z o c arc at IC Go re*pectwety„Nees Oscan tMOUgh911 me: by s
/22/2013 E e o was ar cypr r B.eeponspAp of the Deode downer 3 h seeauxp wth m toraooe sheatttioTC)oreot c ywaAOC)
SEQ. : 5599149 4 Noba dsh«.abeepceledtoanyCOMOrnt„rdxtare adtnerxpornb of Prenpenthw.•. ‘ Ce< t� qy
NO./0N aN nxrprete and x no Not staid any roads tea p and 4 Devon/0.100114 a es n 10 a We of the nepenthe contractor
n.∎on
pvater Mon 5 A negr+sways have an 10 M used.i a non-anosvw enaommertt (�
TRANS I0: 374024 as9nteesee.PP eedtram ASS+an. Oro.reter dycadodn'd ie el 11"26.. ,tU`'
5.Comp.sne has ro extol we•ant assu es ro raWons#ty en ON a D".46 na,rres crave-
asare,g x as"'Dix"'sham Snan a"edge x IV
r(II( NN IJHI 11 rrbnaton.rang.sr ynem and,uusaeon dm*POVnu neOeer assumes p!o�ed f0
il�,tlllulll'111 llllllllllllllNlllll a Tan TCAInSCS c pe tatted
s cn nsn d oars eeaL a n-weer+ �-peebe both
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