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PAGE NO:
1 OF 1
(0516002--FREDTEST -INTERIORREV/ MACDONALD AD -- 11396 sw ironwood loop TIGARD, 0 - A) MIS PREPARE FROM COitpUFER INPUT (LOAfls 6 DIMENSIONS) SUBMIT= BY TRUSS IFR,
Top chord 2x6 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets 1/360 live and L/240 total load. Creep Increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf,
for dead load Is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
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4X5(R)Ill
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3X5(A1) 3X5(A1)RE
-2-6-0— -2-6-0---->f
L-____ 7-1-0 _i_ 7-1-0
7-1-0 afc 7-1-0
e 14-2-0 Over 2 Supports
R=766 U=18 W=5.5" R=766 U=18 W=5.5"
RL=53/-53
Design Grit: 1RC2012/TP1-2007(STD) �¢Ep PRU��s
PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.' <0 f-fwe. % OR/-/1/-/-/R/- Scale =.375"/Ft. _
Truss Components of Oregon 503 57-1118 ••wARNIN01••MAD ANA FOLLOW ALL Wows a THIS WWAPIWgt 25.0 PSF
825 K 4N3 Ave Cornelius Ol�97173 eeriOWTAer•• MANISA THIS ORANINO TO ALL oAmWSCTOAs INCItgINO THE isien x.see. 83294PEIP A TC LL REF 87175- 39145
Truss.niacin,osteo.,caro In rebriwswindling,ndl{ , snipping, installing and braaing.Rafts to and follow
n.lesost odic,.of SCSI (Siulding Component Safety Ing ion.by SWI and Stem)for safety prootic"•prior ,/. DL 7.0 PSF DATE 09/26/16
to performing thou.functions. Installers.hall prom.to porary bracing per SCSI. Unless noted eaherrise. —
tap.hard mrall naw props.attache structural Symmetry and bottom cooed,Hall hays a properly attached
rigid sell Ins. Locations eb.mn nor'ornament Immoral ra.traled of mobs al..I nay.bracing Installed par SCSI BC DL 10.0 PSF DRW CAUSR7175 16270136
A 1'_,LJ 4 N I tri loin ga. or unto as applicable. Aptly foams is eine rare.f truss and rd plate as shoo, above ane a
tib.wont osta{la..nno.a noted erh.ronao. A.rar so tlrslliq.,est-z farstandard plate positions. 0���� i N /t �+
Alpl,ar, a division of ITS Building Cwpmonts group Inc.anuli be responsible for BC LL 0.0 PSF
> ippiatean rue this CA-ENG JCJ/RTT
AN ITW COMPANY drawing.any failure bo..Ila the c,,...in censor,......Io.ANSI/TPP 1.or for nnnellna, going.
metal lath,.,br.tl g true.,
t?i C TOT.LD. 42.0 PSF S£QN— 253007
A.A.1 on ehle droning or Pawmod pep,lifting ailp droning, indiatw weepisl.A df p to.any
eopIrmerlog (� �Y 14,40 to
rsss.o.Ibl I!Sy.easy for w design rune. Tin schen Pity Alm tea or this er..nng for any,rvotmrs Is the ++ DUR.FAG. 1.15
MI➢aces circle r•swlwrotittp of tl.Bn biro Umpteen.per mat/iPl I hapax, tee ll Tan•t FROM FP
Saaenota cA990 for man.Info tion sou this,Jeb•a gmnsral ns mega and*rase.owok. Ut
. e.: SPACING
ALPINE:amd.anpin.{te:coo:TPI:ma.tpinet.org:.rrw: .b.lnda.try.con: ICC:maa.l.eeaf•.arg Renewal 6/30/20i8
24.0" JREF- 1VUF7175Z04
THIS DWG PREPARED FROM CDMPUTER IMUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0516002--FREDTEST -INTERIORREV/ MACDONALD AD -- 11396 sw ironwood loop TIGARD, 0 - AFW)
Top chord 2x6 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF *2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
Truss designed to support 2-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member
not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord design.
must not be cut or notched.
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable win.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements.
applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load, Creep increa _ ,
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, factor for dead load is 1.50. g�"r�
Ce=1.10, CAT II & Pf=21.17 psf.
Shim all supports to solid bearing. .
4X5(R) B
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14-2-0
14-2-0 Over 4 Supports
R=212 PLF U=41 PLF W=14-2-0
RL=7/-7 PLF
Note: All Plates Are 1.5X4 Except As Shown. Ep PROP
Design Crit: IRC2012/TPI-2007(STD) 0R ci
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16,01.'t<O� t�'57,,1r' cit.. OR/-/1/-/-/R/- Scale =.333"/Ft.
Truss Components of Oregon 15031357-:118 a'wARIilmi ae REAR moo mum ALL MOMS al nos marmot
825 N 4th Ave,Cornelius OR 97113 ..10001U0011,. MOM TMts ww11w,g ALL uwnlAcrp4 IlCtalgirqINSTAL/LAM.TINSTAL/LAM. .�TC LL 25.0 PSF REF R7175- 39146
Titoism,requiem..uvea caro in eabrleatine,handl Ong,shipping. llutall log aro pithy.ta(or w a,ol fol is
tho e
latest dition of.CSI (Building Component Safety Information.lits Tpt end MTU)nor saroty practices prior DL 7.0 PSF DATE 09/26/16
to gsrforaing these(unctions. Irmtallorm shall',wide tamperers bracing per SCSI. Unless rotmd otherwise
t4 chord ono"novo properly attached steno rel sheathing enol bottom chord shall hove a promerly Otto.. BC
rig.e ea,1inp. (,eeatlons aholrn for permanent Isterel restraint or ewes shell wove!weting installed tar SCSI DL 10.0 PSF DRW CAUSR7175 16270137
A li p N hoes!U ai or malISOas open apply Rarer
dr fees of torn,and position as.loan.borne and run
the gwtaih., oni we natal etherm,eei leer.(to drawings boot for spotollordnsibl mat.any
do loci pe(� BC LL 0.0 PSF CA-ENG JCJ/RTT
Alpine,a di failure
of 1T.Sus lh t Caveuss I mints Group Inca shall not no nor for h n ren any dpping.on from use
drawing.and(,+luno to fund the truss In oonfermree.:try AIAI/Tpl t or for handling.shipping.
AN 1TWCOAAP .rY leyt.l lotion:bracing or trme,ea. a?J 00 C TOT.LD. 42.0 PSF SEQ/,�NR
. A semi m p.s awing et ewer pap listing prig M..iq, reslest...ppptenba of proteaelamr.rginearl Co� LY 14 10 m •11�— 25301 O
nempwwIbIl Icy s.l.ly ear Al,.shoals.them. The all.blilty..Al use or this drawing for.,y.orucnra is as p 1
8351 Rolm Circle
ntepb,al.illty w en.walhg S..lgIfv par A161/TAI,iso.:. IS. Tan t DUR.FAC. 1.15 FROM FP
StalMaia,CAVMU fe•mora Information Soo this job's general motes pogo aW uses web alta,: SPAC 1 NG 24.0" JREF- 1 VUF7175Z04
ALPINE:nae.alpinehte.rs:TP1:wra.tplwt.org;neA-wew.sbei,Wntry.coa, ICC: mam.locoore.org Mmomm1 W30120'18
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0516002--FREDTEST -INTERIORREV/ MACDONALD AD -- 11396 sw ironwood loop TIGARD, 0 - AG)
�t chord iXa HF
12ss 2 COMPLETE TRUSSES REQU I RED 1 z ,
Webs 2x4 OF-L Std/Stud Nail Schedule:0.131"x3". min. nails
Top Chord: 1 Row 012.0O" o.c.
Special toads Bot Chord: 1 Row 0 4.75" o.c.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row 0 4" o.c. , IF) L'):. ''
TC- From 65 pIf at 0.00 to 65 plf at 7.08 Use equal spacing between rows and stagger nails
TC- From 65 plf at 7.08 to 65 plf at 14.17 in each row to avoid splitting.
BC- From 550 pH* at 0.00 to 550 plf at 14.17
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC
design. DL=6.0 psf.
•
Deflection meets L/360 live and 1/240 total load. Creep Increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf,
for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.'
5X7
4
4r--
----- 2-10-6
•
o-6-1 ;- -;_.;_1:1______
II1�— 0-6-1 -1-2
4X12 ill ►= _I--
4X8(A1)s= 4X6(A1)
i7-1-0 yl< 7-1-0 .I
7-1-0 7-1-0
14-2-0 Over 2 Supports :.i
R=4355 YI=5.5" R=4355 W=5.5"
RL=30/-30
Design Crit: IRC2012/TPI-2007(STD) ¢Efl PRc*.
PLT TYP. Wave FT/RT=2% 0% /4 0) 16.01.'' &,,,�c SSS OR/-/1/-/-/R/- Scale =.4375"/Ft.
TmssComponents ofOregon(503)357-!It8 •sWARlAMMO READ AND M TO ni NOTESOIDRA ad TOM 11/011061 +Q 't TG LL 25.0 PSF REF R7175- 39147
825 N 4th Ave.Cornelius OR 97113 a'1 •• + �DOS swan m Ate eartdAngPs rllewprAd TIE,ISTAIUAs. 83294PE
Trusses rope,.*entrewe care to fabricating. handling,snipping. Inata,ll,ng and bracing.doter to am folly 1
avo a.tnat at,it,ew/if 603i(dt,,Wing r,�pe..nt Safety Infar.atle,,, by Tni a,ti 11/TGA)for safety poem...prior - : DL 7.0 PSF DATE 09/26/16
to performing time functionm. I,.tellore.hal I provide t..parary bracing per SCSI. Dittoes noted Otherwise,
top cavort,.nail rove properly att.e,.d structural scathing bottom chord anal,have a pronmr,Y*C.o.vo* BC DL 10.0 PSF DRW CAUSR7175 16270138
n rig,„coalany• L,erat,as an far pe,mw,.nt l I rwmtraint of.eon snarl nava bracing.natal,.*par d.S
ALP[1 N time loin gBo Bila.dtg, as wasted
applicable.tr. .. R plates to wenn Ila of tort ane position a*shoo above am on
W brat 3,oils.anises meed c .iw. doper to to anon*•ce of for.tags.*prion a*shovel
jL"�(y}�(t�
Awns, . o,of In m.lidirg Components droop I,..*hall not Ce ressonsiblw for any*mission from this Sieg6,4 BC LL 0.0 PSF CA-ENG JCJ/RTT
drawing, stay lure to bol id a,trams,n conformance.,th A1151/TP 1.or for handl snipping. _
AN TM COMPANY aortal lotion.*wins
of true.«,. "A IRI d,. C TOT.LD. 42.0 PSF SEQN- 253013
Aawl ea rrpaln►11u1'I*..I.ly far w�am.,
ec.p this.,iwire. I.IiS•s«w .'AT Imo*'ufy*trmgt*..T t++ 4,/ LY 14,t0 ,�0
0351 Rama Circle rw CI IS llty-f•*-Building+>e/IT,r pr Al 19151 1 s...:. �`g'O11 Tan OUR.FAC. 1.15 FROM FP
Sacramento,CA 992II for more Information aa®cola Job's gam..l notes urge.a t.so iimii aitafi,
24.0" JREF- 1VUF7175204
♦ A/PIM ..
C:ewalpia.it..ea.1 TPI:wr.tpi..t.org:'TCA:wte.feWor
clhatry.ee.: ICC: a.,rsfafe.org Nanewg118daazD� SPACING
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