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Customer: FOUR D CONSTRUCTION CO.
o Desc. : MEDALLION MEADOWS LOT 13
O 0 — W ADDRESS:
M z Designed by: IKE ISAKSON
Z cn o
O -4 ••
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document 1D:1 VM37175ZO701133216
Truss Fabricator: Truss Conponents of Oregon
Job Identification: 1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR
Model Code: IRC
Truss Criteria: IRC2012/TPI-2007(STD) Ep PRpF�S
Engineering Software: Alpine proprietary truss analysis software. Versions 15.01
i
Truss Design Loads: ROOF - 42 PSF f 1.15 Duration ��5 qac'I N FFA Oy
Floor - N/A 19576 P y
Wind - 120 NPN (ASCE 7-10-Closed)
Notes: 12 01/2015
J
1. Deternination as to the suitability of these truss conponents for the OREGON,9 su �a�
structure is the responsibility of the building designer/engineer of ROt D W,NF.
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Renewal nate SrM2017
Garold W.Heal
Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1-
Submitted by GWN 13:31:40 12-01-2015 Reviewer: PBC
SS
# Ref Description Drawing# Date_
1 85139--A 15335125 12/01/15
2 85140--B 15335126 12/01/15
3 85141--B1 15335127 12/01/15
4 85142--C 15335128 12/01/15
5 85143--C1 15335129 12/01/15
6 85144--C2 15335130 12/01/15
7 85145--D 15335131 12/01/15
8 85146--D1 15335132 12/01/15
9 85147--D2 15335133 12/01/15
10 85148--E 15335134 12/01/15
11 85149--E1 15335135 12/01/15
12 85150--E2 15335136 12/01/15
13 85151--E3 15335137 12/01/15
14 85152--E4 15335138 12/01/15
15 85153--F 15335139 12/01/15
16 85154-41 15335140 12/01/15
17 85155-42 15335141 12/01/15
18 85158-43 15335142 12/01/15
19 85157--G 15335143 12/01/15
20 85158--01 15335144 12/01/15
21 85159--02 15335145 12/01/15
22 85160--N 15335146 12/01/15
23 85161-41 15335147 12/01/15
THIS DLG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - A)
Top chord 2x4 HF #2 120 mph wind, 24.53 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 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member
cladding on one face, and 24.0" span on opposite face. Top chord may be design.
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No
knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
notch in overhang or heel panel. bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
4X5=
T
9
i 4-9-0
0-7-8 U - fl - — �`, 0-7-8
�j 22-2-10
3X5(62)(R) III 3X5(B2)(R) III
L,1-0-0.J L'i-0-0BJ
I_ 5-6-0 _I, 5-6-0
11-0-0 Over Continuous Support _I
R=179 PLF U=53 PLF W=11-0-0
RL=19/-19 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) EO PROpFs� OR/-/1/-/-/R/- Scale =.5"/Ft.
PLT TYP. Wave FT/RT=2% O% /4 0 15.01.
Trues Components of Oregon (5031357- 118 INNING" 1 e• REAB ANI Eguu ALL WnS ON THIS WMINGI
825 N 4th Ave,Cornelius Olt 971 I3 "tgparrANr'• f1Ru11'"TN 13 gRAaINa TO ALL ggrlllACMn INC N IM Tiff INATALIERS. U' 2 TC LL 25.0 PSF REF R7175— 85139
T,+.e.ea re ..e are 1..rabr—1 . ruMl .nl 19676 P
�' Ppl p, Inetilling W-C brocing.Aerer to it rullu. r TC DL 7.0 PSF DATE 12/01/15
tlm latest ee lc l"n arreCS 1"(Building Coepols3 t Safety Informcl.n, M TPI ane aiGA) ror safety prat[Ices pr for
o perfer.l ng inane runttlpns. Instillers.-It pr ido to.porary bracing pbr SCSI. Unless tutee otMr.l se,
top nnortl enell neve properly a acnee siructurel sl-.thing—b.ttoe.Tore Snell neve a properly a[eche
rlgltl celling. Inuclonn sM.n`I r perm t 1eti el estralnt of aebs anal l n.—bran lrg Inst.11ee`per Scsl BC DL 10.0 PSF DRW Ir'AUSR7175 15335125
��� sect Icon B], ar or SIU. . eppl lceb le. APPIY plata.to eecn r.ne er tr" ane Pe. i.t..e.noon ebe..e.m" 1 0 1/20 15
the Joini Hbieils, unla.e mtae ainerrlee. Rarer tp tlre.i 16OA-Z far eierWertl lata � OREGON �
ALM �' "y n BC LL 0.0 PSF CA—ENG PBC/GWH
Alpine, a eie is i..ur IW Id id,ong... Jn n s Group Inc. mall ,wt be respuneibla ror any tle.latlun fru.Cols
AN ITW COMPANY Insvll.t oy Nabr.cing or"vpstne tr".e in wnr".mnn..itn ANsliTpl t, "r ror Hanel...g, .nlpvir,g. �.
9 n.20,ant G TOT.LD. 42.0 PSF SEQN-• 184284
A cool en thio er.alrqper me.r pogo lifting sol.rrmlry, Indic=N weyt np.or prsfw.latil p1yj. irq �O� -
-""—lblllty..I.Iy for t awlgn Noon. T.oul=11 i y ond um of Hrilo arming Ter el(y otrtlefuro Is the
8351 RmnaCIICIC r.go,lolblllty or w Il.I.ding Doollgn.r por ANSI/TPI t)I.e.z. DUR.FAC. 1 .15 FROM I KE
Sorrannto,CA 45828 Fer aero inrpr.alpn..tnl,,ab•.g....at n pope.rW tne.e aeb.ite Ranewal Date W301201 SPACING 24.0" JREF-• 1VM37175Z07
ALPINE:..o.elpineln.,nce; TPI: . tpine ,g, RTCA:...abclneu.try,com; ICC: we.. gere.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - B)
Top chord 2x4 DF-L #1&Bet. 120 mph wind, 23.03 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 :W1, W9 2x4 HF #1&Bet.: DL=6.0 psf.
:W4, W6 2x4 HF #2:
Wind loads and reactions based on MWFRS with additional C&C member
Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design,
cladding on one face, and 24.011 span on opposite face. Top chord may be
notched 1.511 deep X 3.5" AT 48 o/c along top edge. DO NOT OVERCUT. No See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
knots or other lumber defects allowed within 12" of notches. Do not bracing requirements.
notch in overhang or heel panel.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
4X5=
3X54" \/ \\� 3X5��
s \ �\mss
4X5
W4 \\ 4 X 5
V L
4X5(SRS)(R) 111 4X5(SRS)(R)
—J 6 3X7= 6 L_ \�
W1 3X50 3X5, W9
3X5(B2)(R) III 3X5% 3 X 5 3X5(82)(R) III
2-0-0
06 ® 0- 8 19-2-10
Z//6
1-0-0-5-8, 0-5-1-0-01
4-0-0 E 10-1-0 — ' 4-0-0 y n ty
4-3-12 2-3-B 2-10-12 2-10-12 2-3-8 4-3-12
4-5-8 y••15 -2- 3-0-8 3-0-8 -2-1191,15 4-5-8
9-6-0 _I. 9-6-0 1
4-5-8 'I- 2-0-0 r 6-1-0 f 2-0-0 T 4-5-8 3'I
19-0-0 Over 4 Supports
R=292 U=149 W=5.511 R=292 U=98 W=5.51'
RL=312/-312 R=326 PLF U=33 PLF W=4-0-0 R=326 PLF U=24 PLF W=4-0-0
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) EO PROFF
PLT TYP. Wave FT/RT=2% O% /4 0 15.01. `rS OR/-/1/-/-/R/- Scale =.312511/Ft.
Truss Components of Oregon ((503)357- 118 •aWARNINGIaa Rego AND FOUCa ALL rolls a THIS ollAy111G1 REF R7175- 85140
825 N 4th Ave,Comeltus Oil 97)13 '•ItiORfAYr•• RMNISN THIS 111wIN11 m ALL COWMACTM Irewolw TM IWAItFns. C9 y TC LL 25.0 PSF
rruaaa. Ir.a ira.a ra In raerlaatl 19675 P
W. n.'-Y I, sn,ppinq. l,ntalll,y ) 1. :Rarer t.„a T. r TC DL 7.0 PSF DATE 12/01/15
el,e I.cest adlel.n.r SCSI (Bu+ltling Canpa nt S.rety Inr.r,at+.n. M TPI .w rru) ror s.fty practicea prior
co parror,Ing Leese functions. Insullersnseall provlda te,wr.ry br.cl,q per SCSI. llnlass rotes otM raise.
ep.ror, pr.parly.ct.oned.cruet..I ane.ining..e eotcw.lord enol l neva a properly.cc.teed BC DL 10.0 PSF DRW CAUSR7175 15335126
rigid.e Hing. tnc.em sewn ror pernanarmule...I 1—t—l nt.r weed ane n n..a bre.ing Inetau ad per Bcsl
Q �� section.03. B]or 810. .,.ppl+cable. Apply plata,t,eecn race or trues a1M poaltion ea atw.n above eM on I 01/2015
tl»J.—
b.ta�la. .nL,a mild.t„e.aae. R.r.r t.drag„ga,GGA-Z ror ete,w.rd pili.pa.lti.na. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH
Alpina, a tllvla len ur Illy Bullding Cwp.—It.Gruup Inc. analI nut be red Ibla rur any—laden fru,tela
draal,q, any railer.t.bun d tea truss In,:anrur,an,:a a�cn ANSI/TPI 1, .r r.r Fwntlling, —pp—, Q
AN ITW CCi PANY �aat.11.tlan.b-1.0 or tr.aaaa. 9�"••.20,+9d° TOT.LD. 42.0 PSF SEQN- 184313
A...1 en tl.l.Orr lrA.r e.1..r p.y.IIN IrIy tel.tlrM Illy, Intll wtN....pt-e.of prof.a.lerrl Myl•r.rl.p O B�
r..p.,..lblI My.ally for e1-b Illn Ns,. Te.au1-1iq-tl w.f UI.d-1r4y ror..V.trueturo 1.W
8351 RGymwCimla r..pon.lblIIty.r w r.11dlro D—Ig-r par ARSI/1!I 1 S.tl.a. W• DUR.FAC. 1 .15 FROM I KE
Sm mento,CA 95828 For,ora inrorarc+on was cnl.3oe�a w-1no .peg.—ce.a..ee a.
I AMINE elplwl,. oe; TPI: .—pin .erg: 9TCA:.... 1. -1y.� . IMww.itt.. Renewal Date&30!2017 SPACING 24.011 JREF- 1VM37175ZO7
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) 91BMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - B1)
Top chord 2x4 DF-L #1&Bet. 120 mph wind, 23.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet. :B2 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.
:Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C metlber
Calculated horizontal deflection is 0.25" due to live load and 0.28" design.
due to dead load.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5.
for dead load is 1.50.
4X5(R) III
3X55
3X5,i
9 41ZZ
11 \ 3X7=
/ 5X5(SRS)= 5X5(SRS) 6 \
0-7-8 6 \\�� 0-7-$
�19-2-10 -L-
`�1
5X7(G1) 5X7(G1)
1-0 1-0-91
6-7-4 2-10-12 -10-12 6-7-4
6-5-8 3-0-8 2 3-0-8 6-5-8
9-6-0 9-6-0
6-5-8 6-1-0 6-5-8
19-0-0 Over 2 Supports
R=919 U=54 W=5.5" R=919 U=54 W=5.5"
RL=153/-153
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 . F OR/-/1/-/-/R/- Scale =.3125"/Ft.
Tnigs Components of Oregon (503357- 118 ' VMINGI" READ AND FOLLM ALL MUM ON THIS DRMIl THISWINNINGIENBI �y G IN$ O TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97 13 ^I T FUPJHS Is WINNING TO ALL CONTRACT=IIIAING THE INSTALLERS. REF 87175- 85141
Tra11e1 re�nirl a ira.n a re 111 rlbrlcatiry, harMling. 111ppirp, 111ta111ng and bracing. Ra Por tp."d fallua •19575 P 9 TC DL 7.0 PSF DATE 12/01/15
the latest edition of BC
(Bulltl irre Is--Safety InforaeGidn, by TPI aryl.TCA) for safety practices pr ldr
o parforaing these functions. Installers sh+ll provide teapor.ry bracing per RCS1. Unless noted oMeraise.
top'_
shall haul properly ett.ched struct rel s .thing end bottom chord 1he11 have a properly at 1e d
rigid calling. 1-1—11 rar perlaneJ.teral r r.1nt ar+ab1 11111 h—breoing 1-111d par bcS1 BC DL 10.0 PSF DRW CAUSR7175 15335127
action.B3, R]or 810, es appl1ce611. Apply platen tc each face of trues end p.1l 111 e1 lho above end o
d () (�� ilia�alnt D.tai11, nLa noted atheralle. R.I.,to dr.alnq,,RDA_:rar sterwerd p1.t1 palltlanl. 1 01/2015 BC LL 0.0 PSF CA-EAIG PBC/GWH
hl�' Alpine, a tllvision ewldmg t:a.p— 1 crapp Ing. 11111,.,t ralpw. 1.far any d. iatlnn rrna t111 OREGON
draaina, any railer.to bu11d the tra11 In unrarnewa nits ANSI/TPI ,, ar rar +ndling, flipping.
AN ITW COMR4NY TOT.LD. 42.0 PSF SEQN-• 184299
Installuion i bra�irg of trusses. �I
wt an is dr�ing or apysr P•g• . r = fo
,. The listing this ar..lr�p lrldlaataa saeapt�rlu of~-1-1.roI—Ing � yah,2D is
r..panalblthl sty.slyly far th.design ahaal.11 bl l iq of this d-1.g r.,1y atl, -1.ti-
X351
DUR.FAC. 1.15 FROM 1 KE
X351 Rbvam Circle r..pa1.lb111ty of thio building Designer p+r DesigANRI/TPI,SM.2.
SAcnlrcnlq CA 95828 ALPINE.mor;r_Il�vo tTPl1�t111 jpb•l general null pwa,nd .-11C: SPACING 24.0" JREF-• 1VM37175ZO7
e p p—t—, gTCA: .sbclntlusery.can: ICC:aaa.�lccaefa.org Renewal Date 8190!'2017
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR C)
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate plot
T3 2x4 DF-L 2400r-2.OE: details for special positioning requirements.
Bot chord 2x4 HF #1&Bet. :83 2x4 HF #2:
:B4 2x4 DF-L #1&Bet.: 120 mph wind, 24.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 HF Std/Stud :W3 2x4 DF-L Std/Stud: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
:Rt Slider 2x4 HF #2: BLOCK LENGTH is 2.000' psf,
Calculated horizontal deflection is 0.34" due to live load and 0.28" due Wind loads and reactions based on MWFRS with additional C&C member
to dead load. design.
Deflection meets L/360 live and L/240 total load. Creep increase factor See DWGS A12030ENC101014, GBLLETIN1014, & GASRST101014 for gable wind
for dead load is 1.50. bracing requirements.
(0)This area of truss designed to support 2-0-0 top chord Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
outlookers. Cladding load shall not exceed 3.00 PSF. Top applied per IRC-12 section 301.5.
chord may be notched 1.5" deep X 3.5" AT 48" o/c along top
edge. DO NOT OVERCUT. No knots or other lumber defects allowed + Laterally brace these members by attaching to nailer at edge
within 12" of notches. Do not notch in overhang or heel panel. of roof diaphram, or with purlins 0 24" oc.
4X5_— (S)Added scab = 2X4 X 10-0-0 HF #2 or better. Attached to one
face with 10d (0.128"X3.00") nails at 6" o.c.
® T3
i
(S) + �\4X81
9 W3
/ 9-g-g
1 9
T2 _
\
B3/ + j 4X8a 4X12= 110612= 3X7o
�� E3) II.
0-7�-8 � �-� / i--Js 3X7(
110612= s B4\\ 0-7-8
-
T19-2-10
T
3X5(132)(R) III 4X5 H0312= 4X5(E3)
1-0-0
(0) 14-11-8 2-10-12 6-7-4
12-2-8 2-9-0 3-0-81 6-5-8
1 EE 4-8-13 7-5-15 2-4-30-a-9 9-6-0
5-11-0 6-0-0 6-1-0 6-5-8
24-5-8 Over 2 Supports
R=371 PLF U=54 PLF W=5-11-0 R=1778 U=165 W=5.5"
RL=61/-59 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) O PRO
PLT TYP. 20 Gauge HS,Wave FT/RT=2% 0% /4 0 15.01. FFS OR/-/1/-/-/R/- Scale =.25"/Ft.
Trues Compponents of Oregon (503)357-!118 "TN11BI ING1** REM AND FOLLOR ALL ROTES OR THIS WASIMOI 1a • F TC LL 25.0 PSF
825 N401 Ave,(of Oregon
97113 '*I�rAIm• PUwISN THIS°°1111111°TO ALL CwrR11GTONS INCLUDIM THE JUVrALUMS. ()' L� 'f, REF R7175- 85142
Truseas r,quirw a trees c . in tabrlrating, haMl.r'. .Dipping. Installing'r bracing. Rafwr w and fullurr 19575
thn latest edition or°CSI (Ruliding Cdnpo ;SaretyInrorlae[lon. by TPI and WTLA) or safety practices prior r TC DL 7.0 PSF DATE 12/01/15
to perrorwinp those fv ions. Inscsllers styli provide tewpo ra ry bracing per eCSI. UnNess rwtetl otherwise.
top chord anoll have properly etts,ho,l structural sDaathing and hettow-rd shall Mve a properly a tachoo BC DL 10.0 PSF
rlgld cail1,g, Lncotlona show,.ror;,onna !stereI restraint or webs aholl neva bracing installeatPar BCS I DRW CAUSR7175 15335128
sect lona Rli RT or u,1 as eppllcable. APPIY plates zo oath race or truaa ales pealtien as.hown seers and on 1 01/20 15
Q Fg� Che Joint petwiis, unless rested otherwise. Rarer to In-. gs 16011-Z For standard plata poa�tlana. BC LL 0.0 PSF CA-ENG PBC/GWH
Alpine, a y visluo of ITR Bd this g truss
menta group Inc. h AN neat b1 reapunsihle l-any tlpping,nn trues thio OREGON
tlrawing, any failure[d Duiltl this truss in canTurieance witD ANSI/TPI 1, or fur DerMling, shipping.
AN ITW COMPANY Tosca nwtion i bracing or trusses. y
A—1 dA tela d-11i11 of der.. 9 sn,20r 119 TOT.LD. 42.0 PSF SEQN- 184385
rwaponalblll 11a11a IIKIry dila tl,.rrq Iw.goo of tl,iarlew lot prareaalelrl an11lrw1 —
ty awlwly ror d.n I D... alnp1, Tia wltabl l lty arra ur et tlrl•drwulnR fwr a1y atrrcturw �tlla t ,•'
8351 R11y811A Ciicle
r..perl.lellltp wf tl.RNIle11p Dwl11lrr iasr Ai6Unit 1 Swe.2. O'i+D "• DUR.FAC. 1.15 FROM I KE
Seen ntq CA 95828 For warn Inforwa=Ten sae this Jab"general res s papa and these web tos
ALRenewal Date 6!302017 SPACING 24.0" J RE F- 1 VM3 7 1 75207
N PINE: TPI: 1".tpina
wwn.elpineltw.cow; t,arg;RCA:www.shclntlurtry.cow: IGC: eeTe.org
THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - Cl)
Top chord 2x4 HF #2 :T2 2x4 DF-L #1&Bet.: 120 mph wind, 24.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 :B4 2x4 DF-L #1&Bet.: 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.
:Rt Slider 2x4 HF #2: BLOCK LENGTH = 2.000' :Lt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C member
Calculated horizontal deflection is 0.16" due to live load and 0.19" design.
due to dead load.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5(R) III
T2
�� � 3X10o`
3XS�i I �
(a) \�
9-9-9
% SX7(SRS)_ \
B4
5X12= 3X50
0-7-8 i 3X7(E3) III 0-7-8
'6
5X5=
3X7(B4)(R) III 3X5(E3)
10-0.
5-9-4 6-5-8 5-7-8 6-7-4
5-11-0 5-9-9 6-1-0 6-5-8
12-2-12 12-2-12
5-11-0 6-0-0 6-1-0 6-5-8
24-5-8 Over 2 Supports
R=1081 U=64 III R=1162 U=78 1111=5.5"
RL=182/-174
PLT TYP. Wave Design Crit: IRFT/RT 2% 10%0/47 0) D) 15.01. PR��ES OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components oforegon (503357- 118 "fARY1MGI•'READ AM FOLLOW ALL wrEt OR Tmis maism (� 8� F TC LL 25.0 PSF REF R7175- 85143
625 N 4th Ave,Cornelius 012 97 I3 "I Tw*" isx nils OWMI i m Au CMMWTM IWLUIIM TIE !OTAUFns. y
Tr"..e.r.gnlra.etre.,I. jn Tabrfratl'91 ha-1l shlppirp. In- .,nV+„d brxlw. Rarer w+,�valla. 19575 �r TC DL 7.0 PSF DATE 12/01/15
the Ltest.eroion ar eC51 (aw 1a'
Co.pooent S—ty InrormetJan. by IN em WTCA) ror serety PI-1 es prior
o perform imp these I,aa:clons. Installers sh+ll provide teoporary br+cjnp par SCSI. Unless noted otja re lse.
top c—d shell have properly attaohed strut[raj+heath., end bottoa chore.bell neve a properly a tet hetl
rigid celllry. locaje,re.neon ver perwenent"I+terel --int of sob.anal l hem.br�lna , t 11--`per BCS' BC DL 10.0 PSF DRW CAUSR7175 15335129
��� +actlona 93. 87 or 510, es.Wil—blo. Apply plate.to each face or tru eiw position ea andan above end an
the Joint Oatells. unless Mtad allwr�lse. R+Ter to d...1 s 160A-Z rar'.ta d plate posltiuns. 1 01/2015
d BC LL 0.0 PSF CA-ENG PBC/GWH
Alpha. a dl .mn ar In e. l,, p cnnpan.nt.Group Imo h ANS,sat 1 r.epun+lble rar any 1p,,,. rrae thea OREGON
dr &Il, any rallareVaobult'�5�trd.. .n tanrarmeM:a alth ANSI/TPI ,. ar rar h+rMllnp, .hlppirp. "err so,19� TOT.LD. 42.0 PSF SEQN— 184318
AN ITW COMPANY in.c+notion A brace
A...r em tole drrl q or.ever page I l.slro this drwlj�g, Indlaoae smepjyjno ar prsre++le rl Mgljerrjgg
reepej,elblilty.beery for
the dool Th.lase,. Tie+dltablr ley.m jjr or this drooling for any strjjbenr+ Is tho C
8351 RaillaCkk rolepeelel r jty er tje But lding osolgrer per Arsrmr 7 sm.2. W•N DUR.FAC. 1 .15 FROM I KE
Sw,ment%CA95828 ALPINE.mor l lnr�o�n`I——thj.fob.pener+l no ppe.,a[else..eb.� Renewal!Date 6/30/2017 SPACING 24.0" JREF- 1VM37175ZO7
.v pina.erg;.TCA:...sbcjMdary.� ICC: ..re.arp
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 TIGARD, OR C2)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
-- -
Top chord 2x4 DF-L Bet.
SS
Bot chord 2x8 DF-L SS 2 COMPLETE TRUSSES REQUIRED
Webs 2x4 DF-L Std/Stud :W2, W4 2x4 HF #2: Nail Schedule:0.131"x3", min, nails
:W3 2x4 DF-L #2: Top Chord: 1 Row @12.00" o.c.
:Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: Bot Chord: 2 Rows R 3.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Special loads Use equal spacing between rows and stagger nails
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting.
TC- From 68 plf at 0.00 to 68 plf at 12.23 4" o.c. spacing of nails perpendicular and parallel to
TC- From 68 plf at 12.23 to 68 plf at 24.46 grain required in area over bearings greater than 4"
BC- From 10 plf at 0.00 to 10 plf at 24.46
BC- 1486.39 Ib Conic. Load at 1.52, 3.52, 5.52 120 mph wind, 24.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
BC- 1487.50 Ib Conc. Load at 7.52, 9.52,11.52,13.52 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
15.52,17.52,19.52,21.52,23.52 DL=6,0 psf.
Wind loads and reactions based on MWFRS. 4X8(R) III Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X10�i /� �� 5X10 4
W3
9-9-9
W4
0-7-8 / \� 0-7-8
__j Z'z _L
�19-2-10
5X10(138R)% 4X12111 8X10= 8X8= 4X12111 5X1O(B8 );
6-8-0 Nj- 5-6-12 SIE 5-6-12 i- 6-8-0 -�
l_ 12-2-12 I 12-2-12
24-5-8 Over 2 Supports
R=9654 U=759 W=5.5" R=10088 U=800 W=5.5"
PLT TYP. Wave Design Crit: iRFT/RT/2%(0%O%4(0 TD) 15.01. E�PROF�`sS OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon 5031[357- 118 **VARNINGI•a REM AND FOLLON ALL NOTES ON THIS DAMINGI y TC LL 25.0 PSF
825 N 4th Ave,Cornelius OT�97113 IDpo"AR". FURNISH THIS MMIND TO ALL CMMACnM INCLUDING THE INSTAUMtS. 19575 P 9 REF R7175— 85144
Treater r. I.a tr t ra In fabricating, _1.111 ng, shlPpi p, 1"et•Il and Srfo ego Refer tp and.prior TC DL 7.0 PSF DATE 12/01/15
tlxi lataxt welt ion or BC51 (eullding Compolunt safety Inco rmntlon, by TPI entl aiCA)for safety practices prier
s
o performifvnctlons. Inst•Ilars 11 provide teepor•ry br.crng per°CSI, anile...rated otlwrr iso.
tng Huse
to
chord ahel l love p-pesly.ttacl-e structural sl-eth,n and bottom chord snare Iuve a properly attached 8C DL 10.0 PSF DRW CAUSR7175 15335130
rigid—IIn . Locatlans hogn Por Forme— lateral ea eine of webs shad have breclnD Instar led par aCsl 1 01/2015
sectlans 93, e7 or 910. es eppllcahle, Apply plates to each face of tru one poaltlan ac s1-wn above sial on
a Illl.l'��r� NCM faint Details, unless noted atMn,ise, R.fer to amelias 11i rerasta d plate pealtlena. OREGON BC LL 0.0 P5F CA—ENG PBC/GWH
Alpine, a d11— ori of rTa 6u11d1n Cusp its Group Inc stall —t be responsible for any Mviat from Ghia
raging, any(allure to build tUe truss in cunfureance.Ith ANSI/TPI 1, ur fur h.-I,g. shipping.
AN 17W CO MR�NY Inatalletian&bracing t spare. 9 •n.20,19� TOT.LD. 42.0 PSF SEQN— 184347
A w1—,"1-Orr ley ar a.y.r Alp.li.tlle thl.arilry Indlut..•da.ptaro•of prafr•l mer).n ll—ring
r•"—:bI lty bi•Iy far th.°elan Ilii T1r..hee'y,l ity eM u..of MI•arMiro fbr•epi.cruet t.1•slip W.
8351 Rmna Circle r•.pan.lblllty of tlr wilding°..Igen p•r AMI/TP 1 s•a.2. OUR,FAC. 1.15 FROM I KE
SDCnlnknt0,CA 95828 For mora inr"i-tion see this jobs gener.i n page ane these gob s Renewal Date 6/90/2017 SPACING 24.0" JREF— 1VM37175Z07
ALPINE: ,elplluitg, ; TPI: ggv.tpinat.org: NTCA:---try-; ICC: w /ccs./e,org
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - D)
Top chord 2x4 HF #2 120 mph wind, 22.66 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 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member
cladding on one face, and 24.0" span on opposite face. Top chord may be design.
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No
knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
notch in overhang or heel panel, bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
4X5=
�Z
j 7-0-0
0-7-8 n1 0-7-8 1s-2-10
i/7i %/�// 7 / T
3X5(B2)(R) III 3X5(B2)(R) III
LI-1 '.j Lo,1'--.J
L_ 8-6-0 _1, B-6-0 —�
17-0-0 Over Continuous Support —�
R=173 PLF U=20 PLF W=17-0-0
RL=17/-17 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) Ep PROFFS
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01. �1 S OR/-/1/-/-/R/- Scale =.37511/Ft.
Truss 82 Components of eIius (5031357- 118 "MARN1NGI•• READ AND FOLIO Au NOTES oto THIS muRINOI �i TC LL 25.0 PSF
R 1 ••I�ORTAMt•• PWYISN'713 INWINg lb Au CONTLWrORN INCUMING IM IMST UMtS. 9 REF R7175- 85145
825 N4th Ave,Cornehus 0 �7 13 T us.as rp .e t tre ra In rabrit+ti y. rontll, 18675P
ng, stopping. b TPIltry antl b.<,ng. Refer t" i .ull„r TC DL 7.0 PSF DATE 12/01/15
tM1e latest ee olrSCSI c(eullCing Component Sefacy Inforatt ion. by TPI eM eTGA)rfor safety prec[Ices prior
o perforrirglclase/uncc Ions. Installers.toll pro�itle cerporary br+ci,,per BCSI. Unless—d oth.r se.
top clod atoll lave pruperly at:._structural ane nirg—bo[——d snail —a properly attoc
rlgld c 111. Ince[Iona show,far perwnent Itterala...traln[of.abs-oll h—bracing Installed per SCSI BC DL 10.0 PSF DRW GAUSR7175 15335131
��� +ecc ions Bl. 97 or 911 se app-lcable. APPIY plaits co wcM1 rape or r., tlw ponlutn.e.nor,.am„e tm on 1 01/2015
Q cne Joint Details, unless mtsd btlarolse. Refer to tlrwings,60A-Z for`stantlnrtl plan po.ltiana. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH
Al,- a tlly in Ian of ITU Bullul ng Cutgwrants Gruup Inc. shall ,wt be respinn lble Pur any tlev le[lun fI'ut[M1ls
dr.wing, any Tal lure[u bulla the trues in[:unfurnwnte aitn ANSI/TPI 1, ur fur Iantlling, lhipping•
AN ITW COMR4tJY Innull+tion 6 bran i,q or,...... •9 �14. 9b
2o.ts TOT.LD. 42.0 PSF $EQN-• 184367
A Pool oo till•dfwlq Pr Poy WP II tIrV tnia drool�rlIyNww wp
. Indltptonoo of Prof tonal wgl,rrino
"P
reoibl Ilty Po1Ply for the swig, 1
*I . TIa wltoblllty Pnd w of t I.d—Ing for wry Ptrtltwro 1.tlr
9351 R .
.Cimk romp+nolbl llty of to WI Idlllp Ooo0q r W ANSI/TPI 1 S-2. OC �' DUR.FAC. 1.15 FROM 'KE
Swmnicntq CA 95828 For—1. infareat ion——.dab•.general no .pope Renewal oe,&3012017 [S 24.0"24.0" JREF-• 1VM37175ZD7
ALPINE: Poo.alpl —.com: TPI: +vr.tp Inst.org:PTCA: rat.seclMua[ry.com: ICC: rw.lccsare.org
THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - D1)
Top chord 2x4 HF #2 120 mph wind, 22.66 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.
:Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live design.
load applied per IRC-12 section 301.5.
Deflection meets L/350 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5=
1.5X4�� Z j \ 1.5X4#
7-0-0
9 Z�� 9
0--7�-8 %j 0-7-8 �...19-2-10
3X7
3X5(132)(R) III 3X5(B2)(R) III
Lo 1.1 IE11'j
L 5-2-8 8-6-0 8-6-0
3-3-8 3-3-8 _I_ 5-2-8
� �
I, 8-6-0 _I_ B-6-0 _1
17-0-0 Over 2 Supports _1
R=816 U=53 W=5.5x1 R=B16 U=53 W=5.5"
RL=142/-142
Design Crit: IRC2012/TPI-2007(STD) EO PROF
PLT TMP. Wave FT/RT=Z% 0% /4 0 15.01 . OR/-/1/-/-/R/- Scale =.37511/Ft.
Truss Compponents of0reon 1503)357- 118 "KVMINGI•e READ Alms Foua ALL Norex ON THIS Dw 1061 !1 FTC LL 25.0 PSF REF 87175- 85146
825 N 4fh Ave,Comel as OR 97113 --IRIVRTAllr-- FNRRiml1 TMIs MUrIM To ALL DDNIRA nNM IIEU Mlle TIE llsrAUM.
Tr—,ragPlra„.craw Cara In rabrlcating, harMllnN, .hlpp.W. 1-111rq.ra bracing. Rarer w am rallur 19575P
tla lete.t etlltlun pr NC51 (mulldirp Co•pane t sar.ty Inforlrtlon. M TPI .nd RTC I rPr se+ety practices prlPr TC DL 7.0 PSF DATE 12/01/15
o perforei ng these fv,ctiPns. instel iers.Hall prow ide temporary brachy per NC51. enless notatl otMrrise,
top—d scull Mae properly a echetl a rel sheathing end bPttow chortl shell Yana a properly ac[eclatl
rlgla cenl,y. Lecacm,a ehawPtr r par .- leterol r relnt n+web..leu nee.bran l,y In>tal iea per Aesl BC DL 10.0 PSF DRW CAUSR7175 15335132
as. .T ar_I e.eppllceble. .. R r t.zo se n race ar tr„ e d pP.II-es.been ebaae e a an 1 01/2015 —
a tla Ja,nt M.talle. Pnle.>.atwtl at,a.wl>a. R.+er to drewf,yn 160A-Z rar'zta.wertl p,.te o°>Itla,a. BC LL 0.0 PSF CA—ENG PBC/GWH
Alpha, a tl is r,a+ ITL MuI Idlry Cu•q,rants Group Inc. .ran nPc os r..pan>Ibl.rar any a.vlauan rr�.cnl. OREGON
tlrer ing, any rel lure w 1-i Id rhe tru.s in cunTarwnta with ANSI/TPI 1, u,'rur hendl,ry, shippl.g.AN ITW COMA4tJY In>t.11at len.br.P'ng Pr tra..a.. 9� �n,
20.�9 TOT.LD. 42.0 PSF SEQN-• 184364
V
A—1 an Mi..relli er e.av P•P 11-IM tM1.d-31/ la.le.e...ee.Pill—of P-fe..1.ra1 a 91—rl.M —
rwps�I.l llty..I•Iy rer ef..ae.l gn.I,e*. Tia.ultIbll lq,,i lar.f...eras Ing Her,.tn¢nv. I.ur
N351 RwanaCilTk r..p•nelmuty•r na Nunmro 111—lo—per ANSI/TPI 1 fee,2. DUR.FAC. 1 .15 FROM I KE
8acninxnto,CA 95828 FPr,,,era InrPr.,atlPn.a ih ie JPb"gerural -15 page and tna>a rab>Ite Renewal Date 6/30/2017 SPAC I NG 24.0" JREF-• 1VM37175ZO7
ALPINE: www.a 1pl,altr.cow: TPI: raw.tpinst.org:PTCA:aww ibclydu>try.coe; ICC: xow,Iccaere.org
THIS DIOL PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - D2)
Top chord 2x4 DF-L #2
Bot chord 2x6 DF-L SS 2 COMPLETE TRUSSES REQUIRED
Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.131"x3", min, nails
Top Chord: 1 Row ®12.00" o.c.
Special loads Bot Chord: 2 Rows 0 4.00" o.c. (Each Row)
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c.
TC- From 68 plf at 0.00 to 68 plf at 8.50 Use equal spacing between rows and stagger nails
TC- From 68 plf at 8.50 to 68 plf at 17.00 in each row to avoid splitting.
BC- From 10 pif at 0.00 to 10 plf at 17.00 4" o.c. spacing of nails perpendicular and parallel to
BC- 1487.50 Ib Conc. Load at 0.94, 2.94, 4.94, 6.94 grain required in area over bearings greater than 4"
8.94,10.94,12.94,14.94
120 mph wind, 23.03 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4,2 psf, wind BC
Deflection meets L/360 live and L/240 total load. 4XB(R) III DL=6.0 psf.
Creep increase factor for dead load is 1.50. T
// \\
3X10,0 \% \ �\ 3X10@
V� W3
9 � � � � � �� 9 7-0-0
z \\� / \ \
�\ �
0_7_8 --- -- — — 0-7-8
�19-2-10
3X10111 8X8= 3X10111
5X7(83)= 5X7(63)
�4-4-8 4-1-8 4-1-8 4-4-8 31
8-6-0 1 8-6-0 _j
< 17-0-0 Over 2 Supports ,I
R=7009 U=547 W=5.5" R=6209 U=492 W=5.5"
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01. F OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon 5031357- 118 ' �11RNINGI•• READ ARD Fou Da ALL lads ON THIS WMla61 5 GIN � TC LL 25.0 PSF
825 N 4fh Ave,Comellus OT�97113 "I0011TAllr" RMIEM THIS D IM m ALL CMDACTM IAtumlRg TIM IRSTAurins. O� F`l� OZ REF R7175— 85147
Tra.,.. .�airo e,tra.a tar. in rabr;tat-,yc--ty g, snipping, brutal//y and brachy. .der aha re la. P TC DL 7.0 PSF DATE 12/01/15
e.co s.r.ey
tn. Lte.t cele lon or bt51 (sun m.y CInrer.eu on. M TPI .m rreA) ror areey Preto ee.p Ior 19575
co perrornirq these funcclens. Ins411ers shall provide teapo r.ry brecing per SCSI. Unless rated otnere lsa. _
ep-d anal) n.a.prop.rly ecteched v„tc r.=an.ecn�,y em bean.tmrd.Hell neve a properly.mtnw BC DL 10.0 PSF DRW CAUSR7175 15335133
rigltl cell lry. Iecetlom,elww,ror pertir,entule ere/ restrelnt of webs shell neve bracing Installed per WS
��� aectldn.A3. B]or R1U. sa appllcebla, Apply plates tv each face of tru ere/po.ltlen ea sheen above eM on
d the�elnt Da vile, unless notal schen,.e. R.rer to dre.,y IWA_Z F.r'scenderd pl.t.peaitlens. 1 0 1/20 15 BC LL 0.0 PSF CA-ENG PBC/GWH
Alpine, a diviaVan ur ITR eu uding ceepen.nts croup Inc. ansa rut be r..punalbls ror any-ti-rru.this
tlre.hy, any ranur.tem m cna tr"a. m tanreraem,..to ANSI/TPI 1, nr ror--l-9, ah1PP1rQ, OREGON — —
AN ITW COMPANY Ia.ta.-ttlon.Draping.r tr...... TOT.LD. 42.0 PSF SEQN- 184372
A we en tnle dr lny or..Y.r p".Iln1rV tbla er..b1 l,�, Indim,w eae.oe roo.f profralelaal.lplre 1 —17.20,12 —
r.eps�lbl .oI.IY for tl---.n.bdw,. Tn..u1Llq.rtl,ar a1 MI.dfaring far.,p.trueturo 1.tN
8351 Rm Ci 1, r..pan.ibl IIty a,t—bull
D—lD.r np.r A,al^.1 I,;.P•:. ROS W,1r� DUR.FAC. 1 .15 FROM I KE
Swranenlq CA 95828 ror Har. inrer,..tien see thi.,eb a ge„er.l no gag.and tha.a I..b.,
ASPACING 24.0" J RE F— 1 VM3 7 1 7 5 Z07
LPINE rw.a lPlm ltr.cm: TPI: a a a.tplmtorg: .TCA:aaa,bclmu,cry.cw�; IMaa.,Icc.er..e rg Renawd Oats 8/30!2017
THIS DMO PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - E)
Top chord 2x4 HF #2 120 mph wind, 25.84 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.
:M8, M9, M10, M11, M12, M13, M14, M15, M16, M17, M18 2x4 HF #2:
Wind loads and reactions based on MWFRS with additional C&C member
Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design.
cladding on one face, and 24.0 span on opposite face. Top chord may be
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
knots or other lumber defects allowed within 12" of notches. Do not bracing requirements.
notch in overhang or heel panel.
(a) #3 or better scab brace. Same size & 80% lenth of web member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Attach with 10d Box or Gun nails (0.128"x3",min.} a 6" OC.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
5X5 factor for dead load is 1.50.
3X5-i 3X5
s j\ s
13 ��
12 14
15 \ 13-4-8
10 a) a)
11 a) -A16' \\\..
a)
M9" a) " a) a) 17
aM)8 a) a) a)
0-7-8 0-7-8
— -- — �\ 19-2-10
T77/ I�l TIT i ; ; , , i 1, i77TT/7T,'TI,TlTITT� Tl\Tl � T
3X5(B2)(R) III 3X5= 3X5(B2)(R) III
11 J X11)
I_ 17-0-0 I 17-0-0
34-0-0 Over 2 Supports
R=171 PLF U=7 PLF W=18-0-0
RL=30/-30 PLF R=178 PLF II PLF W=16-0-0
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) EQ PRop
PLT TYP. Wave FT/RT=2% O% /4 0 15.0OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Compponents ofOregon 1l503)357- 118 "MARN�N01•• REM AND FOUL N ALL MOM ON THIS MMINSI (g � 9 TC LL 25.0 PSF REF 87175- 85148
825 N4ih Ave,Cornelius OTi 97113 ••IIPoRMNr•• FIMIISH THIS DOMING TO ALL ISYIPAL70R5 INCLWINS TME INS'MIJERB. 18576
Truesee r.q",r..... ..r. In r.briwting. --I,ng, enlppl,p. I�VIIigI and bracing. R.I.r t..,,a roller TC DL 7.0 PSF DATE 12/01/15
tna Imtest_T-.r SCSI (6-11"'„9 CerT,e nberet
t y Lois-stlen. by TPI a 1170) r r ety p--i.s.pilar
co petro rmirg tnese Iunctlpr,s. 1, Hera a 11 p,—,-temp.r.ry br.clrg per SCSI.eeerLIM—rated.trot.I...
ep trot"Bron n.e.properly octane"strut 1 snemtnln9 eM bottom clnrd en.11 neve a Properly eccsnnm h BC DL 10.0 PSF DRW CAUSR717S 1$33$134
rigid ceiling, lnc+dune sMmn far perrx 1 '.tare' ...trelnt or robe—11 nee.bra lig Inetailed per BCSI I OI/20I5
��� .=, eationm B3. 67 or 610. .s eppllceble. Apply plate.t.eecn face or tru end p.sltion es erorn+bave e,tl on
d IILIr tAl�—, Bet+llm. �.1 IT minerae R.rer t.dr 10,1,6g r.r';t+ bI poaltlnne. OREGON BC LL 0.0 PSF CA—ENG PBC/GWH
Alpine, a div kion ur In Bd ming euapun.n s croup Inc. snap„uc be reaPonmibl.rut any ae.leu m.tram cols
AN ITW COMPANY m u�iaio p+br�ci,quorutl,dsseros.truse In wnrerm+n,:.mlcn ANsvTPI t, ur rut n+rMl log. anlPPing. '4 ��p.20,it
TOT. 42.0 PSF SEAN— 184335
A mil".this ar�ll,0 or eemmr papa I lmt ir,y sol.tlrrl1� IMIam6mm memmytm,s er prel+w 1p,ml.aNlwrl `
r..Pl s:blllsy:.I=rot t9,m d�lon mim�,. T!r.ultallllty and amm er L I.dr—Ino rot e,y msr wr. Im tlr v
X351 Rm.Ckle rmmpmnmlblllty mr t�.Sl,llding o..lv.r par NMI/TPI T Smp.2. Or' W+N DUR.FAC. 1.15 FROM I KE
sWMMAlo,CA 95828 Fpr.ere lnrer..ti—e..-..j.b a 9.ner.l ne page.nd tnee.r.b�. Renewal Date 8130,2077
ALPINE: TPI: \TLA: ICL: SPACING 24.0" JREF— 1VM37175207
rwr.e 1pineltr.con: . .tpina[..rg; mr sbc lntlu.t ry.con: mw,lccse rave rg
THIS Oro PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - E1)
Top chord 2x4 HF #2 120 mph wind, 25.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
5X5=
3X5,1 \� 3X5,-k
3X5 3X54k
1.5X40 /1
� 1 .5X4
(a) \ 13-4-8
/i
9 �\ (a) (a) \V 1 9
0-7-8 19-2-10
W7 0-7-8
/� \ \
5X7(B4)(R) III 3X5= 3X7= 3X5= 5X7(A2) III
3X5=
11 IJ 11 .J
1_ 5-8-0 5-8-0 5-8-0 s1E 5-8-0 _'_ 5-8-0 _t_ 5-8-0 ,1
8-3-12 I< 8-8-4 i 8-8-4 B-3-12
17-0-0 _I_ 17-0-0 �J
34-0-0 Over 2 Supports
R=1560 U=113 W=5.5" R=1560 U=113 W=5.5"
RL=266/-266
Note: All Plates Are 3X5 Except As Shown.
Design Crit: I 1
PLT TYP. Wave FT/RT 2% 0% /4(0)TD) 15 01 �7 ED PROF�SiS OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Components of Oregon 15031357- 118 "rARMINDI :READ AND Fougw ALL NOTES ON THIS DRMINOI (J jw TC LL 25.0 PSF
825 N4 Ave,Correll o OR 97113 '•IwoRrANr•• FrwWIBN THIS BRWINw TO ALL CWrMCTM INCUSIM TIN INSTAUM. 18675 '�' REF R7175— 85149
Tru regal r.a c uw are In fabriratlrg, handl lrg, shipping, in tailiW and brat i,y. Rafar to and fulluw
x late t
-It",
b It Ion otraLSl`(aul ltl lrp Capone t Siaty Informer Ions bysTpl era.TCA, fur saf.ty pr.ct lcn prior TC DL 7.0 PSF DATE 12/01/15
o 111.1.ng tMse lurid Ions. Installers'lull provide teepo rsry b...lrg per BC51. Unles toted otMrwise.
top.Mrd atoll nA.pruperly ett..hed'trust rel .M.thi,g end Mttos chord shell hove a properly att..hed
1191.cellM1g, ldutl show,.Por pereen.,muIAd Al rearelnt of webs.Loll hew brecl,g Instal led per 8651 BC DL 10.0 PSF DRW CAUSR7175 15335135
��� tions 6
3. AT or 810. .s."I lc.bl., Apply plot..-each fe.ea.1 tra ara pa.Itlan...town.have.nee 1. 0 1/20 15
ne J.r Dotails. unle.1 rw ted atherwi.e, Rot—to drawl 16OA-2 for.te,aard plate 'Irian..
Q tAlpiro, a divlsiun of ITw Bulldlrg Cu.pune'G,uup Inc. .hill n t be re.l Ibl.Tar ay.evlatlun frac ibis OREGON BC LL 0.0 PSF CA—ENG PBC/GWH
drawing, any fai lura t.Wild the trues in.unurwanu with ANSI/TPI 1, ur Tu1 l dling, ah Ipp1w,
AN ITW UJMPANY instalation&blsclrg of t1a'ae.. 1, `s4.20,19� TOT.LD. 42.0 PSF SEQN— 184329
A MI an this drring er fsysr pop lifting"is aralvinIndlasew seefpeslss of li-ftn,wlfasrl.0 C1 .15
—
rsspenslbl I lty ul.I,y ror nlf bflgn silo,. Ths full l l lty r,d ur of this arwslrq fbr soy a Ir are Is Ns
8351 RMMCirrii, rssponslbll lty ff tL r.l lding°—Ig,.r Wr RIN I^n 1 S. 2. DUR.FAC. 1 .15 FROM I KE
Sacr nto,CA95828 For ire infnlnisti— a ml.Job's gon l as ps o Renewal Date IS301M7 SPACING 24.0" JREF- 1VM37175Z07
AIPINE www.elpin.ltw..an: TPI: .tpl,.st.olg, wTCA: ssw abc Atry.d . ILC: www. a .o.y
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. —MEDALLION MEADOWS LOT 13 -- TIGARD, OR — E2)
Top chord 2x4 HF #2 120 mph wind, 25,84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member, design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
5X5=—
'
X5=zz
% � 3X5o�
M- %' 3X5��
1 .5X40 /' . ;� �� 1 .5X44
13-4-8
9
9 (a)
0-7-8 �\ �/ �� W7 �� 0-7-8
- - — ---
_ �19-2-10
5X7(B4)(R) III 3X5= 3X7= 3X5= 3X7(A2) III
=
11 'J 3X5
L 5-8-0 -8-0 5-8-0 5-8-0 5-8-0 5-8-05 T 8-3-128-
I_ 17-0-0 _I 17-0-0
34-0-0 Over 2 Supports �I
R=1561 U=113 W=5.5rr R=1486 U=97
RL=247/-255
Note: All Plates Are 3X5 Except As Shown.
PLT TYP. Wave Design Crit: I RFT/RT 2% 10%O/04(0 TD) 15.01. Eo PROF�SciT OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Compponents of Oregon (503)357- 118 'eMRNINGI e• REM AND POLLor ALL runs ON MIS OWINGI �
825 ,,42hAve,Cornelius OR 97)13 "I T PLGrISH THIS°WING m ALL eormltCTGrs INeumING THE INGT1 UERS. 18575 P 'Q 9 TC LL 25.0 PSF REF 97175- 85150
Trrawa r.�rire.t e., .re in rabr;�ating, harMling, ehlPP;,y, In.talllrq and braai,y. Gerer it a,�rrllre r TC DL 7.0 PSF DATE 12/01/15
x latest etl ii ion orr9CSlc(Bul ltl Ing Caapone t S.rety Inrorestlon. by TPI er,tl fret) r serety precticw prior
o perroreiry tnese runcc Ions. I.tst11.—still pra.,itle teaporary bracing per GCSI.aUnless rocatl otnerelse.
Zap cnortl sn.11 neve properly a teehetl s[rutt rel .1—thug a bat[aa—d shell neve a properly a tsahetl
rlgltl men i,g. Ioaeua..e anaw,crar pereenencrl.t.—I rebvalnt ar.ees~I naw breai,, 1=1 Ie 1t acs] BC DL 10.0 PSF DRW CAUSR7175 15335136
tl.I G3. GT ar G10. as applicable. Apply plena to each fece or err -pos It ion es enwm above eM on I 01/2015
Illl..l��r� nye —, Details, unless nota rcher.i se. Rer.r to ara.ings t60A-z ror st.naera plata paeitiane. OREGON
a BC LL O.0 PSF CA-ENG PBC/GWH
Alpine. a tliv I. ur ITw Bul ltl Ing G.mpunenta GrauP Irrc. h ANS nut be reapunsl ble ror any tlevlatlun from chis
AN ITW COMPANY tlrrac.�i.c o�e"I.—
n�acirprobr"ousze.truss rn arnrarnwna.a�cn AxsvTpl t, ar rrr ha,wlrng, snippine, v� v
9 C.2o,i9 TOT.LD. 42.0 PSF SEQN- 184341
A p eb aide wl,Y er e I peps I l.s lly thl. Ir t I Irtll I I e If
1e,w eT prohwleael elylrleerl RQ W, DUR.FAC. 1 .15 FROM I KE
raa I1 lbll 11.dp iI:r Ter I dwlgn Ysr,, thl wlTipll lyr I w pf MI.arwing Ter My.erueturo l.rotlr
8351 Rw..Cilcle rw"p ,Ibll Isy er w eui laky bmlmrer per ANSI/TPI 1 Sm.2.
sxl M%CA95928 Far,ire inrarrrtian—tnie;ab a general na ,1»x.ntl tnase wee e. Renewal Date eraOMI7
ASPACING 24.0" JREF- 1VM37175Z07
LPINE: .elp lnelb.con: TPI: . pinat.org:VTCA: a,s.sbc lrMu+try.con: IGC: aere.org
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - E3)
Top chord 2x4 HF #2 120 mph wind, 26.22 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF #2 •W1, W7 2x4 HF Std/Stud: DL=6.0 psf.
:Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud:
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member. design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
4X5(R) III
3X541 3X5
3X541 3 X 5
/ -� 1 .5X4
1 .5X4���
(a) 13-4-8
(a) (a)
0-7-8
A �% 0-7-8
�.
-- -- — -- �- — - ------�_——�� 19-2-10
3X7(84)(R) III 3X5= 3X7= 3X5= 3X7(A2) III
3X5=-
0
X5=0
r 5-T8-0 5-8-0 5-8-0 _✓ 5-8-0 5-8-0
4 5-8-4 B-3-128- I
I_ 17-0-0 `I_ 17-0-0
34-0-0 Over 2 Supports
R=1487 U=102 R=1487 U=102
RL=236/-236
Note: All Plates Are 3X5 Except As Shown.
PLT TYP. Wave Design Crit: 10201 2% 10%—2007(0)TD) 15.01 . EQ PRO pFSS OR/—/1/—/—/R/— Scale =.1875"/Ft.
Tnlss Compponents ofOregon 1503 357- 118 IN01"" READ AND FOLLA ALL 1A11FS ON THIS gwlwl REF R7175— 85151
825 N 4fh Ave,Comellus 012 13�13 "1 Air" r1AmISB Tills UWIIIB ro ALL cartaAclops l cwB1An THE Ilmr&uFxs. 19676 P 'Q y TC LL 25.0 PSF
I—I r.�arra a sae ora 1n fa.ritaung. b.mlrrp, .hl Ppirq, iy TPI sty and brachy. Rarar� .r..... �r TC DL 7.0 PSF DATE 12/01/15
tba latest ed lc ldn e+rBC51c(Bul ld Ing Coq,onenc S+aty InloraeUon. by TPI eM'/TCA) for sa/sty prat[lcec pr for
o perfor•I,,these fu loos. 1-11—sl Ii provide tedporary.r.cl,,per KSI. Unless noted piherrl se.
cop cl d.hell Mae properlycha
a ached.tract ral th� end.d[rna rd shell neve a properly
a tacnetl
rigid celnng. Incetlone Maw,`i r perne r2ulateral ahaer rein[c+wes sM11 n e Gracing imtalled`par BC51 BC DL 10.0 PSF DRW CAUSR7175 15335137
��� +act Ions BJ, B]or B1g, es eppllceEle. Apply plates to eacf,iece or tru erM posit Ion as sM1wn aGovn end on 1 01120 15 —
dt-paint Bata,1,...nlee,nntad at.r.i.a. Ra r t.dra.,ng.,BDA-Z ;tanderd plata po.ltinns. BC LL 0.0 PSF CA—EMG PBC/GWH
Al P Ina, a division of In Bulltllr Cu.punente croup Inc. .Ian nut p reepon..bla fur any tlev iatlun from this OREGON
tlra•iry, any failure-bulla t truss in cunfunwnce alth ANSI/TPI 1, ur fur handl rnV, shlpping. � --
AN ITW COMPANY Installation p braci,y pr tr...... 20 N� TOT.LD. 42.0 PSF SEQN 184344
A—1 M thl.!r—Ing.r—p.g.11K1,ig th1•d—1 Indim=.dd•pt.Is•.f prdfM ld,l.l r,gii—FIng —
rwpwlbll Ity.e1.1r :r nr b.IOI Yv1. Tlr wltMl lsty rrtl Ir dr tnl•er�lnp for•ry•trvctura 1.tlr.
9351 RovauCimle r.•pdh.lel l sty or n,.wll lding 11migll.r par AB51/TPI 1 sus. OUR.FAC. 1 .15 FROM I KE
Sacr=00n CA 95828 �p�ora nfor•etrol." nat.oI.J..•.a ravel ro ,p.ge.b the.d•e..� Renewal Date GrJar017 SPACING 24.0" JREF- 1VM37175ZO7
A-1W: I Irrelcw.con, pir , aTL :aw.sec lrMuacry.c ICL:n••, sere.urg
THIS DYG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - E4)
Top chord 2x4 HF #2 120 mph wind, 26.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
:M8, M9, M10, M11, M12, 11113, 11114, 1,1115, M16, M17, M18 2x4 HF #2:
Wind loads and reactions based on MWFRS with additional C&C member
Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF design.
cladding on one face, and 24.0" span on opposite face. Top chord may be
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
knots or other lumber defects allowed within 12" of notches. Do not bracing requirements.
notch in overhang or heel panel.
(a) #3 or better scab brace. Same size & BO% lenth of web member.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Attach with 10d Box or Gun nails (0.128"x3",min.} 0 6" OC.
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
4X5(R) III factor for dead load is 1.50.
U5% `� 3X5-
13 �
12
11 a) 1513-4-8
9 10 a) a) 16 9
a) a) \�
aN18 ) a) a) a) a)
i
it �A
0-7�-8 5 0-77--8
A�.19-2-10
3X5(132)(R) III 3X5= 3X5(B2)(R) III
1_ 17-0-0 1 17-0-0
iISE 34-0-0 Over 2 Supports
R=163 PLF U=6 PLF W=18-0-0
RL=26/-26 PLF R=170 PLF U=35 PLF W=16-0-0
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: I R
PLT TYP. Wave FT/RT/ P 107STD) O
% 0% /4 ( 15.01 .EPRop,
S',p OR/-/1/-/-/R/- Scale =.1875"/Ft.
Tn1ss Com onents of Oregon 503 357- 118 'e1ARNINGI— Rete AND FOL110 ALL WTES ON THIS URANINBI � 0 F
pD ••1191MANT" FwnBR THIS eR11/iRe to ALL cinntArmns mculaim Tm inuum. 19576P Z TC LL 25.0 PSF REF R7175— 85152
8 5 N 4U1 Ave,Comeltus Ol�97 13
T,..—.1r.�"�r.a tree ra .n r.br.xat„g, narol1.g, .nipp.,g, inetaiiing.na brae,—Rarer t.aro miiu. 9 TC DL 7.0 PSF DATE 1 2/01/1 5
cna lecesx Wit ion or BLfiI (ew mi,g Lo.°ooenc serety Inror.etlon. q TPI .ro wrcA> ror safety practices prior r �
mo pe rrornirg tnese/unctions. Insullars sMll pro�ido ce.porery br ,W per SCSI. Unless—W o<nerwise.
p mord.n.n n.ue properly emepnW.trues ra an..cn..g aro 1 oto.—d: 11 n.u.a properly accatnW BC DL 10.0 PSF DRW CAUSR7175 15335138
regia cell erg. tncatlona mown rar per.en..tula erel r ainx or webs nail neva bracing installW per BLSI
��� sect lona B3, B]or BID, as apple.able. Apply plateo t acn face of tru s o poalt�an•s mown abvvn aro on
a the Jo,nt eetalle. note..rated aW C se. Rerar to d...1. 1 wL rar'.taroard plata ly d. n.. t EGO 5 BC LL 0.0 PSF CA-ENG PBC/GWH
Alpe a, a d„i.lon ur rn I. g Lu.pon.nt.croup toe, .nan ,.ut 6a/..lam h. rur any de„iauon fru,sole OREGON
/swine, any&snore w tuna tna trues .n wnrur.aM»w�cn ANSI/TPI vTPI t, ur rur natal mg, .nipping, �(AN ITW COMPANY in.unalon s br.e trg or crus.e.. �
A—1-till../-1 9R +n.20,X19 TOT.LD. 42.0 PSF SEQN— 184338
r..••n.ielliq.°I•lyeror"*+��"�I li. . tnl.errip, I 1 o-ofo I�,d or prbf...lelrl.rylnwrip O
n.—Itabi Ity ...r tAl."r "°r.°"„1�.'• L p w•1� DUR.FAC. 1 .15 FROM I KE
8351 Rm.Chric rwp•rulbiliq•r xn.wll°Ing D-19—p-AN61m1 t s—.:.
Srclteticnkq CA 95828 Far.are inra ien—rli i.Job',go—I ne ppe.ro tne.e.eb.ice.:ALPIRenewal 011e 6!30/2017 SPACING 24.0" JREF— 1VM37175Z07
' NE:w.w..Ipinel[r.con: TPI: w—,tpinat.org;.TLA: IM ww fbcl rou.try.c CL: w—.Iccsare.a rg
THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - F)
Top chord 2x4 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 11, 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 3.00 PSF Wind loads and reactions based on MWFRS with additional C&C member
cladding on one face, and 24.0" span on opposite face. Top chord may be design.
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No
knots or other lumber defects allowed within 12" of notches, Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
notch in overhang or heel panel. bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
Fasten rated sheathing to one face of this frame.
4X5=
9 F-111
5-11-10
1-10-2 1-10-2
10-1-2
3X5 III 3X5 III
L<-1 '_.j Lro ->J
I, 5-6-0 _I_ 5-6-0 _I
11-0-0 Over Continuous Support
R=182 PLF U=49 PLF W=11-0-0
RL=17/-17 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) p PRO
PLT TYP. Wave FT/RT=296 096 /4(0) 15.01 . FF&C. OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Compponents of0regon 503)357- 118 ••�IIRNING1SH READ AND FOL111 AL ONIFFIESWMA ON THIS UIDIM a F� OZ TC LL 25.0 PSF REF R7175- 85153
825 N 4ih Ave,Cornelius Ol�971 13 '•1Mr0RfA1Rr• PIWII.N THIS DunN°TO ALL D°rrlgAciDllu 1R(W11a THE 116TALlEAS. (�
J.1-111W rr"s •reyuir..v 11W.111. In f•br�e•cl 11W. InlppiM. In1III,W 1.w b1• Ii .r;. R.ft"•.w rellu. 19575P
the 1—s-ei ties afe
BSI (811ld1 g re.Qe nt sty Infnrmtlon. by TPI . .TLA, for sef.ty pr. ee cticprier �- TC DL 7.0 PSF DATE 12/01/15
perror.ing moll function,. In.allerss 11 Pr ide teeporlry brat l,p per SCSI. UIle..noted ecnera.e.
too p mord snsll neve properly•ttetned strati..I snaatnirg end bot 1—Snell love.properly ettecnetl
rigle cel n.W. /ec.clo,n suer..rer pernenermu l•terel r r•Int If. Soon n bracing insouea per Scsl BC DL 10.0 PSF DRW CAUSR7175 15335139
��� ..colon.S3, 87 or Sto. .e.ppl lceb le. Apply plet.l to Iecn rete If truss e�w pes is 1pn•.sown Sento Ino on
Q the .,It
De Ills, unless noted otnera.e. Re Ter to d1. I,,s tbDA-Z rot star d plats posltluns. 1 01/2015
Alpine. ,Iiy,— ITS.ulidl.g Lnr —Ito Lr"up Int. .all � b.rse Iible f.r any d 111tI frwr tole OREGON BC LL 0.0 PSF CA-ENG PBC/GWH
Sana, any rail"r.t"-lid—t.... pnTnrnwnc.atn AW/TPI 1. "r rp�1 Idh W, snipping. TOT.LD. 42.0 PSF $EQN- 184356
AN ITW COMPANY "It,111ti—a brscing or crus.I.. v 0
A..•1 a Lb1./twin/er inu papa listing Ula drwlry. Indlwtw w••pfawm of p-fassi.n.l.ngin•.r111g fin'20,1�
-"—IIb111tY w1.lY Por rJl.dNlgn.Iles. Ti W11 b1 1"told w.or this dr•.Ing for MW Rn Y r.1.Hve
8351 Rma Ckle r.•P.n•'bl l lty.r>:n.wilding Dani par A1slrn1 1..e.:. OL W.N� DUR.FAC. 1 .15 FROM I KE
Swtt iil%CA95828 far•er1intonation III tnll,pb"ge,rer.l no .,tr tne.e.eb. SPAC ING 24.0" JREF- 1VM37175ZO7
• ALPINE:.w..lpinel t..con: TPI: .tpl__,9. .TLA:...s usery,c ICS: .efe.org R.n.w.l Dal.60=017
THIS DVG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - F1)
Top chord 2x4 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.
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 L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
4X5(R) III
9
� \
9
3X541 �' \ 3X5, 5-11-10
1-10-2 \\ 1-10-2
�10-1-2
1.5X4111 — 3X7- 1.5X4111
IFI 3J L,-1 I,J
5-6-0 5-6-0
5-6-0 5-6-0
1_ 5-6-0 _I, 5-6-0 _I
11-0-0 Over 2 Supports
R=554 W=5.5" R=554 W=5.5"
RL=93/-93
Design Crit: IRC2012/TPI-2007(STD) pR
PLT TMP. Wave FT/RT=2% 0% /4 0 15.01. 8 FS OR/-/1/-/-/R/- Scale =.375"/Ft.
Trues Components of Oregon 503)357- 118 a' +URVI H .EAB Aro.suns ALL
"arts TU TMIS aJDIW aG FF O REF R7175- 85154
825 N 4Th Ave,Comelms O 97113 "IMor . F1119/IB11 n11s 1WIIIB m Au 19YmACraaf 111W IIp DIE us. R.I.S. G Z TC LL 25.0 PSF
Truces,.eq I..art... ira 1.rabNcatlrgl, nantlli p, enippinN, Inetlll y ane b.acl yr. Barr to aro rola. 19575 P v TC DL 7.0 PSF DATE 12/01/15
the /,teat ee Ion ar BCsI (Bullalna CorlPo nt ser.ty IMo ,.n. M TPI aro SCSI *.aerecy pr.[Ices prior
o pe.rota l,.y n1»ee rpncclpns. Imt.oars Snell
p-1-th ce.po..rr b..c by per SCSI.oUn less npceticptner.lse.
cap crord en.11 h.a.praprly eccecnetl.tract..1 .neacn l,g aro caeca..here a1,—bead s v.aperly.cacnsd
rlBle c.nl„a. Ieteuana aha.,,far per...»raulaerel r at sae.al»n n.ve brecl,� Inataneacp.r ecsl BC DL 10.0 PSF DRW CAUSR7175 15335140
��� tl.ea B3. B]or 810, ns eppllceble. Apply plates t eetchlfece of tru eiM po.ltlon as ehwn above eM o
A �K paint Detail., .nl.sa note ath...lae. Rst.r t dre.l 16DA-Z ror'atroere poet.paaltl.ne. 12 01/2015 BC LL 0.0 PSF CA-ENG PBC/GWH
Alpin a tlivls lun.t III B.Ile 1,.B La.p,n.nt 6ra.p Irk. shall.a.t b.reepunelbl.r.r any w.iatlan tray thea OREGON
eraaing, any fall...to build the truss In cunt rlwru:a with ANBI/TPI 1, ur rar naroling, shippinp,
AN ITW COMPANY Inatobtlan i braclnp or[..sass. v TOT.LD. 42.0 PSF SEQN- 184351
A anal eh this rr..lro er sw.r papa Ilatl a sola rrrl.a I.rlaatw—spitshas er proft—1—I Iwrl 9� �0.20,19 G
r..pw.Iblllty ao1.1y rot n.MII�.�.. .>,..uIW111q.oa w ar tlrls rrwlrq rot..,aenl�bnl,. 1s n. p� W N DUR.FAC. 1.15 FROM I KE
,351 Romana Cilcle romp...lbltltr er tlr Bulldlha Dwlp.r pr N11i ]Sae.1.
Ssra fttq CA95928 For..ore nro�,..clon sae cols jab•,sancta/ s pye.-ithese—bsites:
ALPINE: .alpl,»I'e.can; TPI; . pin r,.TCA: sa..ahclneuary. : ICL: .w.lrrsar..rg Renewal Date W3011M7 SPACING 24.0" JREF. 1VM37175ZO7
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR F2)
THIS DOG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Top chord 2x4 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.
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 (Deets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
4X5(R) III
I9
9 �.
3X5
3X50
k 5-11-10
Z' \�
1-10-2 1-10-2
1.5X4 III — -
10-1-2
3X7=
�1 j 1.5X4 III
5-6-0 NJ* 5-6-0 1
5-6-0 f 5-6-0 'I
I, 5-6-0 5-6-0 I
11-0-0 Over 2 Supports
R=557 W=5.5" R=478 W=5.5"
RL=77/-84
Design Crit: IRC2012/TPI-2007(STD) pR
PLT TYP, Wave FT/RT=2% O% /4 0 15.01. FS+ OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Com onents of Ore on (503)357-1118 ••MARNIMGIe•READ AMD FOILN ALL IUB ON THIS INMINGI
••IIIIPORTAYT•• rtltNlltw rxls awllq m ALL ISYrpACiDRR IICWDINa TE INsrAt1E%. TC LL 25.0 PSF
tic' F!� REF R7175- 85155
8 5 N 4 Ave,Cornelius O 97 13 (� Z
Tr�„ee re>vir.a tre. t.ra r.briwtl y, undling, snlpping, Inetalll y end) I.,g. Rarer w r IIu 19575P TC DL 7.0 PSF DATE 12/01/15
clx latest odic lnn or BC51 (aulid lrg ce.po ni s.rety inror.etion. M,pi one RCA) r r e.recy precelces pr l.r
o perror.ing inose runct ions. Instal lersnslvll prow lde teegor.ry br-OW per SCSI.oUnless noted.cner.ise.
top—1d.Tell M1eve properly atiecMd scr��i rel .neetning end botto.clwrtl Snell neve a properly ettaclrtl
rlgld rolling• �c.t1°^,ebp.n r.r per.ernnt"I eierel r ei^=er.ebs moll M1.ee bracing lnstelled per RCSI BC DL 10.0 PSF DRW CAUSR7175 15335141
��� RaNFE� , 07-r—1 e,.ppn cable, Apply pl^tee td nncM1 race-r t .M,p.-iti.n e,.M1i.m above.m en
QO tM1e Jolni Details, unls»notetl otM1ersisA, Re Ter to tlrn.irgs_.1 for etendsrd plate positions. 01/2015
Alpine. .dlvieio„.r 11y Rplltling Cpnp.ne a Grapp Ino. .1.11 net be—hanrseponelble ror any d-vietlun -1. BC LL 0.0 PSF CA-ENG PBC/GWH
..i^g,
tlry rallur.w build w trace In--r— M1 ANSI/TPI ,, �r rer M1antlling, snippl,p, y TOT.LD. 42.0 PSF SEQN- 184353
AN ITW COMPANY mete . ion L br-ting or trpesee. OREGON
A e.-I en tbl.dlr—IIID or—I P.D.Il.tlnR tR1.dr»Irq, HIdicffi ..ae.pi—s of Pref imi—o1.nyI—IrD 9� �.20.19 G
r..p-,rib111ty Her tb.d—IM iii-- I It bl l lty. 1 w.r t,.1.drrinR,br..m.truetN..I.tA. O V
N351 RuvAna Circle
rrp-n.Ibl illy.,v.SO ding D..Ig.l.r p r ANSI/TP I 1 A.e.2. L W,N DUR.FAC. 1.15 FROM I KE
Sx'=ht%CA 95828 ror core inrore-ci—:ae cols jpb•s gener.l ,w p.ge-.w cM1nse eeb.
ALPINE:.w.elpbnit..cae: M: .tpinoL org;RCA:ww sbclMwery.c . Ice: Si.ae.re..rg Renewal Date W3OrM T SPACING 24.0" JREF- 1VM37175ZO7
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - F3)
Top chord 2x4 HF #2 120 mph wind, 15.50 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 :11114, W5 2x4 HF #2: DL=6,0 psf,
(a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member
design,
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
1.5X4 III
i
I
3X54 /
W5
(a) 9-8-10
3X5�i %� W��`
1-10 2
-_- 10-1-2
1.5X4 III 3X5= 4X5=
I.1 I J
14-9-4 5-3-4 3"12
L
1' 2 4-9-4 5-7-0
i-NEE 10-6-0 Over 2 Supports
R=535 W=5.5" R=456 U=62
RL=145/-62
Design Crit: IR107(
PLT TYP. Wave T/RT 2% 0% /40 ) 15.01 . PRO
�� FFS'S OR/-/1/-/-/R/- Scale =.2511/Ft.
Truss Com onents of Oregon 503 357- 118 ••WARNINGIa•REM Ala FOLLIIN ALL Marcs ON THIS DRANI1111 � a F TC LL 25.0 PSF REF 87175- 85156
pp t ••lip[rANr•• PINWMaN TNIa DOMINO TO ALL CONTRACTORS INcualNa THE INSTALLERS. 19675P
825 N 4fh Ave,Comellus Olt 97 13 y
Tr.+se+r�,.l re.t e« ra In faarlot ny. Iuntll ng, and pplrp. In Ulllr,a.,,d arec,ryl. Aa.ar w..�rullur 9 TC DL 7.0 PSF DATE 12/01/15
x, Ietesc ealclon af�aCslc(a..ltllrg Cugone t s.fecy Infor�.atlon. q`TPI eIw rtca) for sa ety Prect Ices prior r
o perfor.i n0 mese func[lons. 1.1-1 ler,11prow ltle tayor•ry Er•cirq par SCSI. Unless.grad otnaraise.
top_'d Snell neve properly a tecnetl ztrurt rel eneetnlrg and Uattua mora Hell neva a properly ate—
r191a cenl,g. Lo�auane ena.nirar perbnaaulaarel r relnc of San+ane u`I a er.clna I=IIeetper acSI BC DL 10.0 PSF DRW CAUSR7175 15335142
�� +act Mon+9], S]or 810, se eppl lceble, Apply plate.toaeacn fecauof[ru erxl,po+lilon ea mean above e,u1 on 1 O)/fol C
d tna Jalnt Batelle. .11 s mated eine alae. R.far t.dr ,,,s 1WA_Z farLa, d plata pazltlona. L J BC LL 0.0 PSF CA-ENG PBC/GWH
Alp Ina. a d1yl+Ian.f ITR B.Lrdl,yl Cuapu,xnts crap lnp. Snell n c n....puna lot.r.r•ny aevlau.r.rr..tela OREGON
tlraalrg, any tall...to aulltl tno trues In cunfuriu.nca alta ANSI/TPI 1. ur fur nantlllng, anlpplI'.
AN ITw COrnaaNY lnzt.11•tlan A b.ep; R of ir.aaea. •y�o n.20,is TOT.L.D. 42.0 PSF SEQN— 184414
A rI en"I&errlaN ar ady R.R.I l.tlnp"I&rr..l . Imle.s...,,.or.,.of pral...1-1 I—r1
r.Ip.n.lal Iles—1.ly rot a,.dl.lp,Y•�n. T14I uI al lty�w of all•d—IM ror.Im.ens�alra I.tll.
8351 RmwCirck rNpnIIbi IIty IT tl..Owl IdIM O..Ipa.r p.r ANSI/TPI 1 S.a,:, DUR,FAC. 1 .15 FROM I KE
Sacra XMC%CA 95828 Por.gra lnror.•t Mon see-1.Job's onner•I no es p.Re..a mase.ee s.
ALPINE. elpinalta.; TPI tpinst.orR:NTCA: aw.sb lntlwtry.con; ILC ewa,lcc+efe.org Renewal Date 6l30M017 SPAC I NG 24.0" JREF- 1 VM3 7 1 7 5 ZO7
THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - G)
Top chord 2x4 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
DL=6.0 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50. Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10,
Ce=1.10, CAT II & Pf=21.17 psf.
R=38 U=5
+10-11-6
0-4- j *10-1-2
2X4
Lc 1 '1
2-0-0 Over 3 Supports
R=186 U=5 W=5.5" R=31
RL=20
Design Crit: IRC2012/TPI-2007(STD) EO PROF
PLT TYP. Wave FT/RT=2% O% /4 0 15.02. Fs',p OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-!118 ••MRNINGI a• READ AND FOLIOR ALL NOTES ON THIS DRANINGI �` TC LL 25.0 PSF REF R7175- 85157
825 N 4th Ave,Comellus OR 13 ..IRPORTANT'• F1R IIISH THIS ORARINa TO ALL conRAcras INOLIAINO 7Ne INcrALLrEns.
Tru....r......c».» .r. In r.brlceting, n.ndl�,q. .nlpp.,q. Inatel u,y.,w br.Plnd. Awr.r w em rPlluw � 19675P �
lets,[editlPn PrrWSlc(auuding cPwPPnent Serety InrPn.etlPn by TPI .�IICA, r :erety P'.."Ices I'll— � TC DL 7.0 PSF DATE 12/01/15
o perrPrn;rg tla.e r,.ncclPn:. In.wller.,Hell pro�lde cewporery brwclrq Per ee1l. unle.:noted ocwrwl:e.
top c d.Hell MPe properly a tecnotl struct rel ansethlrq entl bottew cnortl snail lave a properly It-—
rlgld caning, LaPau Pn..bPw 1,;,o n rttulat.ral re:v.Int Pr wee.. 11 nape brecl,g In:ca n eatper SCSI BC DL 10.0 PSF DRW CAUSR7175 15335143
tIc J nI sea, eT or—1 e.wppllceble. APPIY platel tP eaten rete If FIr end pP:Ilion a..nPwn.bPve end Pn 1 Ol/201 5
d L-mint Details. pole::nPt.a Pt a.;:e. R.rer tP drww, g.,SGA-:rPr Ste ward Plae „gens. BC LL 0.0 PSF CA—ENG PBC/GWH
Alp
dlwl:ion Pr ITN ll.nding Coewnant.G,..p Inc. .nen nPc be rewpuneibl.rPr any a...let wn rrn.thl. OREGON _
tlrewing, any failure to bulla tna tru.. In c�nrurmwnce with ANSI/TPI 1, ur fur hantlling, .hipping,
AN ITwCOMPANY :t.11wtIPn.bracing Pr trn.:e:. 9 "sn,20.10 TOT.LD. 42.0 PSF SEQN- 4002 REV
A—1—'.hl.dr..11,R wr e.v.r P.R.I I-IV thl.rr..l , IMI-11—. pt—er P-1-1-1 lVI—rIV �OL .N�
r«Pw ISI lq.ol.Ir rr.r t�,.S»IRn.Is,. Tr wlrei�lq.,,e w er rnl.er..lr,o ref.rty.ervea,r. I.
eh.
8351 Rm.Ckk r..Peralbl Ilty pr:r,...IldIV DMIWW P.r AII�I^.I I S11.
DUR.FAC. 1.15 FROM I KE
Sa wxpto,CA 95828 FPr.Pre nrP.,.et;Pn:ee_'.}Pb:general IIt" ..d tne.e weeRenewal Date 6IM017
LPSPACING 24.0" JREF-• 1VM37175Z07
AINE: .elpineltw.can: TPI: v pinet.Prg. aTCA: www sbc Indo et ry.con: ICL Sw .a re.Prg
THIS DIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) BIBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - G1)
Top chord 2x4 HF #2 Trusses or components connecting to this girder have been modified by
Bot chord 2x4 HF #2 the truss designer. The loading for this girder requires verification
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located for accuracy.
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 Wind loads and reactions based on MIWFRS with additional C&C menber
psf, design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10,
Ce=1.10, CAT 11 & Pf=21.17 psf.
R=-15 Rw=9 U=10
5 10-10-3 �-
0-9-1
0-4-110-1-2 _T_
2X4(A )
1-0-0 Over 3_SIpports
R=172 U=14 W=5.5" R=10 U=2
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% O% /4 0 15.02. F OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Com onents of Oregon 503 357- 118 "MRMNGI•• REM AND EpLiD/ALL YOh3 OR THIS DRARIIIGI
pp 8 ••ItsoRrANr•• rvaRlsx THIS BwINo TO ALL tgrlRAnBRs IICILBIYB trs IMBTAUFns. �5 G1NF �0 TC LL 25.0 PSF REF R7175- 85158
825 N 4fh Ave,Cornelius G 97113
Tru ws repuiro trees care in rabri rating, narMl,r,g, snipping. 1m t1111ry and bracing. Rarer to and fullw
. Inte,t altlan"or BCSI (6u11di g C <S.fety Inren.atlen. by TPI .M RCA) fpr serety precticee prier 19575 P TC DL 7.0 PSF DATE 12/01/15
o pe rrornfnp these rv,ctlon,. Insall..."sn•11 prowl te•por•ry br.cing per SCSI. Unless noted ot1er.17 r
top crwrtl-11 —properly a tecMtl st ruct rel sheathing a botto•chord shell !vv a prop.rly a tebhed
Igld calling. Incatl—,a•n`rpr pera.nerc"Lterel r relnt shell b.a bra Instella`per SCSI BC DL 10.0 PSF DRW c:AUSR7175 15335144
�
93, 37 or Ilia. ee.ppllcebie. Apply places to each fete of tru .1.1--l—.s eFn.n above e,.d o
HILI �.—Details, ynla„nota ether•lee. Rarer to dre•,nga,BGA_Z far`SLeMartl plate pa,iti n 1 0 1/20 15 BC LL 0.0 PSF CA-EAIG PBC/GWH
AL�
Alp,— a—1.lun.1 ITN Builtl lr,p Caalp,r,ents Gruup Inc. steal l nu[be respunslbls Tur any davla.L1 n Tru.tole
a•Ing, any Ta 11"r.t"b ld the tr",. in pnrormu e:.•,th ANsvrpl ,. nr r"r handl! g, ahipping. OREGON
AN ITW COMPANY �n,tellatlpn A br•tinp pr try„a,. TOT.LD. 42.0 PSF
A wI on ehla ar..lry x as.r p.p.IIKIro sn1.ar..laB Indie.p..ee•pbae..r pr.la.lerl.rolnNrlro `on.20.'1990 SEQN- 4004 REV
.•.per..lnl l ley wl•b ror egr Jwign.In Tlr a 01L 1l ley..e li•.of t I.er••1n6 ror•1,y.encwr.1•tlr
8351 Rm.Cimk r—p—.1,1l Ity of th•t.11elrlo Bwlgrrr p.r ANSI/TPI 1 sae.2. DUR.FAC. 1 .15 FROM I KE
� 0 W•N�
Sxwlxntq CA 95828 Fpr,.pre inrpr,.•tip e e this),b*,W1no ,p.pe ane these.ab,� SPACING 24.0” JREF-• 1VM37175Z07
ALPINE: ..lpineita. TPI: . pinst.org. .TCA:w•w.abcl Mustry.con. ICC: aa•.Iccsefe.p rg Rw—aI Dak.&3OM17
THIS DEG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - G2)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11, EXP 8, wind TC 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 L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure.
for dead load is 1,50.
1 .5X4 III
T
5 --
3-3-1
0-4-1 10-1-2
j 3X5 III
2X (A )
6-8-4 3„12
7-0-0 Over 2 Supports
R=373 W=5.5" R=292 U=7
RL=55
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% O% /4 0 15.01. F OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Compponents of Oregon 503 357- 118 '*RMMINGI" READ AND FOLLOW ALL NOTES ON THIS ONA�INOI 5 GIN TC LL 25.0 PSF
825 N 4t?I Ave,ComeLus OT�97113 "INrOOrANr' Pwllsx THIS OwlNs TO ALL cprlNAcrONs INcwOI/N1 THE INSTALLERS. C9 a FFA OZ REF R7175- 85159
T,.—..r. tra.•tar• 1 rahrlr�tlny, n.MI VW, anlppi q, instal ll g antl.r.pl�,. A•r.n w a�roll. 195751 TC DL 7.0 PSF DATE 12/01/15
,.I.test RehNC
m— S1 (Awm q C-'S.rety Inmrwau en. l,'TPI ens WTU) r ryerect Ices prior
co perrornine mese r...cclo,.•. Instiller•sn.11 prow itle ce,yor•ry er.o irq per M51. eUnI...no<ea o<Mraise, r
ov=tura sn.n n.v.prePerly.t.onse sv�tt r.I •n..cn.ry e�w mcm.tlnra sn.0 n.w a prop.rly a cetned
91tl tell�. •tlen•ane.atrpr perw.ent"Iet.r., r t..eae•enol I n.ve nr::! Inst.11ee`per ec51 BC DL 10.0 PSF DRW CAUSR7175 15335145
�� sections 93. B]or N10. ee.ppllceele. Apply plate.to vacn race or tru e,W pos itlon az snnan ebovn er�tl on
d the;e int A.t.IIa, unI IT nates erne.•e. Rarer t.„ra.I,ha,6— rer"=te„dertl plata poa t an•. 1 01/2015 BC LL 0.0 PSF CA—ENG PBC/GWH
Alpi re, a tllvlslun ur 17N ldIltllnp Curyx.ne •Gruup Inc, eha11 not D1 Ear I—ole Eur any deviaclun frua cols
tlr.ai77, any&'br-. Wild the trp,a �onrvrw.n<.•Ito ANSI/TPI ,, pr Ear n.nn,ne, snipe ng, OREGON v TOT.LD. 42.0 PSF SEQN— 184358
AN ITW COMPANY In•u n.<ion a er.a inp or vPe•aa.
A...I—sol.ar-Inp er.w.r p.p.I I.ting sol..1—1r�p IWI—t——ewil� or Pror...l—1 eplrWrlllp ��rJ.20 1990 --
r..Pen.lell+q—I=rer n d.l-.Ivr. T'r_:1 11 isy-nn—.r set.tlr—Iry rer.ror.src�wr.I.e1r
8351 Ru,mmCimle r—p•,»1e111t„pr sn..1lal..p..Igrl Per AIEIrn1 ,s—.:. ROS p W,N� DUR.FAC. 1.15 FROM I KE
Samamcntq CA 558:8AIPIYE_ Far�ar hero lrP1• .tI•;a.••Pener.l ,� • -W.nd tneae.ae•ire•: SPACING 24.0" JREF- 1VM37175ZO7
•p PIn•t.or8;NTLA: I
—w,zecl Muatry.cow: CC: a asfe.org Ran.lvalDMa 8130x2017
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR H)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
-
Top chord 2x4 DF-L #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 11, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 HF Std/Stud DL=6.0 psf.
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member
bracing requirements. design.
Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure.
for dead load is 1.50.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF load applied per IRC-12 section 301.5.
cladding on one face, and 24.0" span on opposite face. Top chord
may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT
OVERCUT. No knots or other lumber defects allowed within 12" of
notches. Do not notch in overhang or heel panel.
i
4 �� 2-11-15
i
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///
0-3-15 10-1-2
77 77-7
2 4(A1)
�2-0-0—�
j� 7-8-4 3"12
8-0-0 Over Continuous Support
R=178 PLF U=85 PLF W=8-0-0
RL=37/-4 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) p PRO
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 . FFS OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of0regon 1503;357- 118 "�INGI" READ AND Fol1Oa ALL VOTES ON THIS mlllalagl a fiF� OZ REF R7175- 85160
8
25 N 4t Ave,Cornelius OR 97 13 ..IW*RTMt'• P12AIIJ THIS gMa1Ng TO ALL cDrraACToas Iacwalli TNg IWCAUM. (Ji TC LL 25.0 PSF
Trusses.r�,�re e tra..taro In rabr1-11 ,, --1,na. .n,I,I ,, 1-1,111-a„tl bracing.gayer t.antl rallur 19575P r TC DL 7.0 PSF DATE 12/01/15
cne laca.c etlrclon or SCSI IS
m ming Cw�oa,.,nt Serety Inm raeelan. M TPI am RCA) rpr.eraty p... ca>pylar
o prfp r,g mese r,nctIp 1—Hers mall proms teap ry 1,1111W per ICSI. unless n o,l pchar.lse.
cop ce,ortl sn.11 Mve properly---d structural.neat _entl Dohs..horn.Hell Mae a properly etcachee
ga
gltl ceiling. Incalero.ba.n rer -„t lat.r.l re arnt ll "e er 1w Inb�lla�p.r SCSI BC DL 10.0 PSF DRW CAUSR7175 15335146
��� aectlan>gs. gT er g1g. .>eppllceela. APPIY Pletaa a eecrece ar tra entl pe.Ptlen .Haan aeaae am an 1 0 1/201 5
d tha�elnt Detail., anlasa nptwa etheral.e. R.—to tlrea, 1GOA-2 rar'stemare .Itlnn.. BC LL 0.0 PSF CA—ENG PBC/GWH
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tlr.,'. any rallur.gp bulltl tha tri.. In conraraao a a,t ANSI TPI ,. ar r r untlll g, .nippl g, v TOT.LD. 42.0 PSF SEQN— 184380
AN ITW COMPANY i'—" 'tion A bracing pr tr..s.es.
A.—1 en thl.er—Illg er oo—P.p ll.ellr snl.er—la/ Inslow.ee.ys of pr.r...le,l.l wVJ—rl V&n.20.1�0 —
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ALPINE: 000SPACING 24.0" JREF— 1VM37175Z07
. 1Plnelta ; TPI: .a.. p—t.org:aTCA: ICU: Renewal Data.—.>ec lraluatry.cos: sea. sere..rg Worm
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115157--FOUR D CONSTRUCTION CO. -MEDALLION MEADOWS LOT 13 -- TIGARD, OR - H1)
Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, 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.
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 L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure.
for dead load is 1.50.
2X4 III
% T
4 F �f 2-11-15
d
0-315 / +10-1-2
C-� 3X5 III
2 4(A1)=
�2-0-0-�
fE 7-8-4 3 12
8-0-0 Over 2 Supports _I
R=497 U=7 W=5.5" R=319 U=3
RL=55
Design Crit: IRC2012/TPI-2007(STD) p PRO
PLT TYP. Wave FT/RT=2% O% /4 0 15.01 . &0- OR/-/1/-/-/R/- Scale =.511/Ft.
TTIIss Components of Oregon503 357- 118 '•WARNINGI•• REM AMO POLUM ALL STs ON THIS INIAMINBI FFA Oy TC LL 25.0 PSF REF R7175— 85161
••IMpaRTAMr•• FNAMIsx THIS ONIIEIIIO TO ALL COM"UWTI f IWLWDIMs TIE INSTAUMtg.
825 N 4th Ave,Comehus O1�97 13 �!'
Tru wire.tre. �... In ra.ridating. neMli g. aelpping. Iy TPI Ing and.railing. Rerar to em roll. 19575P v� TC DL 7.0 PSF DATE 12/01/15
,a latesc edroion er BC51 (anueing T.o.gonent sreey Inmrmupn, by TPI am ercA) ror.arecy pr.eu tee pr for
o perror.i ng these Iuncc Ions. Instillers s1v11 prow ids tengorery breclp per SCSI. Unless rated otMrsl se.
cop crwrd Snell neve properly atticeed strut[rel aneatning e,M botcoe chord seal) neve a am en
properly a`[steed
rigid teili,g. l�tetlene N.e.n ror per.enarrc°lateral reatnr soba Beall nae braci� 1n ,1l 1P.,eCS1 BC DL 10.0 PSF DRW CAUSR7175 15335147
.63. 87 er Am ' plots,t.ham r. . eMll...... Apply plata esition er v. .,w po ..ane.n above
Q t1,atJa�nt Detiils. -1...M-1-11—. Rorer to dra.i IWA-Z rerst—ld plats poli i. 1 01/2015
IIUU��--�� Alpine, a di-1—- ITN li.ilding c.,.pun. ,Dr..,m 1— sr,all n t OREGON BC LL 0.0 PSF CA-ENG PBC/GWH
eny breap..neibl.r..r dela ?tnl.
AN ITW COMPANY Instal/et i—&ebr.cingdobr'Itrussns,truss .n conr..r,.,.n.;e—1,ANSI/TPI ,,e er rnr earWllnp, snippirg, "an-20,�yo0 -4 TOT.L.D. 42.0 PSF SEQN— 184374
esel en this arm:np ar ewer yap,hating this d-1" Iwla.tw:-.Pinna er prorrwiwrl.pinaarlp •R
r.epen.lbl l lty—1.ly fpr ths dlsslp.slm.n. The su lrabl lty e.w N..sr this tl—IM ror er1Y.tr.�wr.la th.
$351 Rwan Circle •�+IbII Ity ar tn.Nin Ial,o gs.lgrw par AI�Irnt T s�.a. �L w. DUR.FAC. 1.15 FROM I KE
Sw mcnto,CA95828 For ire inrd,,..=id..,ee this J..•.ge l ne pope soil t�,e.eb„ ...TPISPACING 24.0" JREF- 1VM37175Z07
ALPINE: ew.elp.ro .t : .tp--rg: IFTCA: I
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---
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3389 Lakefront Drive ANSI/TPI S �.2
'Earth City,MO 63045 s- th, ,A, "'i ti,- -L7
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n�tm tion& bra ga. tra s �hh.20 199 I�^.a r LST, L1), �C PJF
A seal on this drawing or cover page listing the drawing,Indicates acceptance of professional _ -- --
engineering respansibility soteiy for the design shown. The suitabBity and use of this dra—p �O4D �. P���, r all., ANY
13389 Lakefront Drive For any structure1 theS
responsibility f the Building Designer per AN 1/TPI I Cec 2
Earth City,MO 63M For this Lb's s nates pa De d the.5, ,.e6 I s Renewal Date 6130/2017 ;
ALPINE, w «,ipi,e'tw�om; TPI' prst g, _BCAi x w�b<Inductr l.ory ICC ww lcc_,cv-,org �JaX� ��'��-I�ylr C`I�l���
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'1111-1 -co-1 EI-1-1 1
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13389 Lai Drive for any structure Is the
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