Plans (3) 41 RECEIVED
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0 c- C,,t,,er: FOUR 0 CONSTRUCTION CO-
0 Desc. : LOT 11
Q 0 Ell ADDRESS: MEDALLION MEADOWS
n m cn
0 z Designed by: IKE ISAKSON
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page I of 1 Document Ill:l VFI717570109084440
Truss Fabricator: Truss Conponents of Oregon
Job Identification: 0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- KDALLION.HAMS HILLSBORO, OR
Model Code: IRC
Truss Criteria: IRC2012/TPI-2007(STD) �C2 PROFF
Engineering Soflw-are: Alpine proprietary truss analysis software. Version 15.01. `SSS
GIN
Truss Design Loads: Roof - 42 PSF 0 1.15 Duration O�� Itk E'6' Oy
Floor - N/A 18575 P �r
Wind - 120 MPH (ASCE 7-10-Closed)
0409/2015
Notes: OREGON
1. Deternanation as to the suitabilityof these truss co onents for the _j
structure is the responsibility of the building designer/engineer of 9�OC'D' NSP
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 R-1 6130M015
Garold W.Heal
Details: 12030EC1-GBLLETIN-GABRSTI0-BRCLBSUB-12015EC7-
Subnitted by GWH 08:43:54 04-09-2015 Reviewer: GIIH
$ S
# Ref Description Drawing# Date
1 57172--A 15099001 04/09/15
2 57173--B 15099002 04/09/15
3 57174--C 15099003 04/09/15
4 57175--C1 15099004 04/09/15
5 57176--C2 15099005 04/09/15
6 57177--C3 15099006 04/09/15
7 57178--C4 15099007 04/09/15
8 57179--05 15099008 04/09/15
9 57180--D 15099009 04/09/15
10 57181--01 15099010 04/09/15
11 57182--E 15099011 04/09/15
12 57183--E1 15099012 04/09/15
13 57184--E2 15099013 04/09/15
14 57185--F 15099014 04/09/15
15 57186-41 15099015 04/09/15
16 57187-42 15099016 04/09/15
17 57188--G 15099017 04/09/15
18 57189-41 15099018 04/09/15
19 57190-42 15099019 04/09/15
20 57191-4 15099020 04/09/15
21 57192--J1 15099021 04/09/15
22 57193-42 15099022 04/09/15
23 57194-43 15099024 04/09/15
24 57195--K 15099025 04/09/15
25 57196-41 15099026 04/09/15
26 57197-42 15099023 04/09/15
A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - A)
To chord 2x4 DF-L #2(g) 120 mph wind, 21,27 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
P anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Bot chord 2x4 DF-L #1&Bet.(gg)
Webs 2x4 DF-L Std/Stud(g) psf.
Connectors in green lumber (9) designed using NDS/TPI reduction factors. Wind loads and reactions based on MYVFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding on one face, and 24,0" span on opposite face. Top chord may be bracing requirements.
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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
notch in overhang or heel panel. applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor Fasten rated sheathing to one face of this frame.
for dead load is 2.00.
4X5=
10 / -7 10
�zz
6-0-0
1-
0-0
1 0-0
`� 1a-z-4
1 6-0-0 6-0-0
12-0-0 Over Continuous Support =j
R=111 PLF U=17 PLF W=12-0-0
RL=11/-11 PLF
Note: All Plates Are 1 .5X4 Except As Shown,
Design Crit: IRC2012/TPI-2007(STD) EQ P�Op��
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . OR/-/1/-/-/R/- Scale =.4375"/Ft.
Truss Components of Ore on 503)357- 118 • BARNINGIa• READ AND FOLIA ALL NOTES ON THIS DRAINING! r1 F TC LL 25.0 PSF REF R7175- 57172
P 8 97 13 "INPORTANr" FMISH THIS DRAINING TD ALL CONIMACTDRS INCUmING TIP INSTALLERS. Y
825N4th Ave,ComehusOR i n rabrlwune, haMl,ng, sPp, 9, n— "'M
aq D acing. Rarar t ab Illus 19575P 7.0 PSF DATE 04/09/15
erlata red tion orr(IM (Building Campone t Sarety Information, ,y TPI antl MCA)rfor safety pra[Ices pr TC DL
o per ym,ne[nese functions. Installers sns 11 Prov ltle tempo very braclnp per BCSI. Dn le as notedcotnerwise.r
Cop cnortl=nail ne_a praperly a tatnetl a[r,><t rel=.,earning ab bo tam tlrrtl 1M11ll ne_e.praporly a tanned BC DL 10.0 PSF DRW CAUSR7175 15099001
r i{litl celllrx�. lnca[lons shoen[Por permenentulateral restraint vft-1_Holl eva Drat lig Inatalled[per BCSn
�� 19� tl[[lona B3. B1 or BnI es atPlicmb....
os Anpcunruataf cneeccn race or true tend position es moan above end o l) O!1/'z/11f
Q the Joint Details. unless netatl bis, sv. Rerar to tlrneings/60ud1,antlard Plata positions. rum t l >> VV JJ BC LL 0.0 PSF CA-ENG RTT/GWH
Alpino a E,vis/ar,ur I1A Buntline Componen[s Group IrK. sr,all n vs{runsiDle fur any aaviat,an r nls OREGON J
ew,.,e, any,,.,,ura to Duna rna t u a , n n ANSI/TPI r r rnr namlIng, anipvina, a9 v80.2 20ys�e Q' TOT.LD. 42.0 PSF SEQN- 159786
AN ITW COMPANY inata nat�an a brac,ng or v.,azes.
A aesl°n this drmim——sr P"s IIstim this dnimim, Indlestss eeeeertenlu pf Profess l°Irl smi—rleip
reepelr lbl l lty°°IDI)far ter deal pl eleven, Tr eult.bl l ltY el,d use of H,I.dre 1 fer.my.tn,ecar.le,�. O(,D W•N DUR.FAC. 1 .15 FROM I KE
8351 RM.Circle r.+p°nelbilF9y of ter Bulldim Oeelplrr Per ANSI/TPI 1 5se.2.
Swim iit%CA 95828 Fpr more inrorma;on s"cnis dab's ge I no page•"1 t se ceb' Renewal dale 613014015 SPACING 24.0" J RE F- 1 VF 1 7 1 7 5ZO1
ALPINE'sar.o Ipineic TPI: wwe.tpinst. g; NTCA:www abclntlustry coN: IGC. ww.Iccsa re.v rg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - B)
Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Bot chord 2x4 DF-L #1&Bet.((yy))
Webs 2x4 DF-L Std/Stud(g) :M6 2x4 DF-L #2(g):
120 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
cladding load one face, and 24.0" span on opposite face. Top chord must Psf.
not be cut or notched.
Wind loads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase factor design.
for dead load is 2.00.
See DWGS A12030ENC101014, GBLLETINI()14, & GABRST101014 for gable wind
(') Provide lateral bracing for inset member. Attach nailer bracing requirements.
at edge of lower roof diaphragm, or use purlins at 24" oc.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
applied per IRC-12 section 301.5.
4X5=
3X7�i \
10 F 10 7-10-8
T2Zz S
(* M6
3X5(R) III
1-0-0 / 1-0-0
� G � �1a z-4 �
3X5= I%
II17_7
2X4111 3X5 2X4111 L.1 J
4"7 5-7-9 ie
10-6-0
6-0-0 10-6-0
8-3-0 I 3-10-4 I 4-4-12 _I
16-6-0 Over 2 Supports
R=731 U=38 W=5.5" R=219 PLF U=15 PLF W=4-11-8
RL=175/-175
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: I FT/RT 2% 10%004( ) 15.01 . Ep PRO1cFss OR/-/1/-/-/R/- Scale =.34"/Ft.
PLT TYP. Wave
Truss Components of Ore on 503)357- IIS ••BARNINGI• READ IND FDLLON ALL NOTES ON THIS URAN1111 r1 lc TC LL 25.0 PSF REF R7175- 57173
P 8 47 13 IIwORTANr•• FUNISN THIS ORANIN6 TO AIL CONTRACTORS INCLUDING THE INSTALLERS, G _
825 N 4th Ave,Cornelius 01� Tr"aeaa a.a o.a in r+brlwt,y, name ng. ah.ppr rn,a g. a 19675 P
eqp ra" �,. y IPI li ne braern R"`ar ro TC DL 7.0 PSF DATE 04/09/15
w latest etllt ion of'RCSIc(Rulltling Comporwnt Sefety Infnrnntlon. by TPI entl WOCA) for a ety praccices Orlor
pe rfor.r ng t°ese/unctions In callers sn+ll prbvitle te.po r+ry br+cinp per GC SI. Unless rotatl otW rwiae.
top.1-r.smll he"e Pruperly'et echetl+trwt r e6eethr y ab bntta.taertl:hel I e"e a properly"[xt etl BC DL 10.0 PSF DRW CAUSR7175 15099002
rigltlr cell lrg. Inceeions snoen rar pereunerK"Irate Hal res elnt o1 webs vhell he"a recing a_a 11-per Rest
�� erect s R3, 67 Pr RIO, ea a pllcebfu. Appy pletea to ecch face o [ru C pesltl-as b a°ve entl w� U 09/2015
ALP the�a°rat Dete,le, unless n tetl ethe wia— Rarer to tlraw,ngy 160A-:r.r's antler,Plat"pnaitl"ne. BC LL 0.0 PSF CA-ENG RTT/GWH
AlP rrw. a tl�„r,den"f ITe Ruiltling co•c..,,enta er""p Ir a .. ra.t oe reepon+lble Har any tle"leti"n rr".thla ^ OREGON
tlrawr�, any roll"re t" tl the t .. , "nr"re n.a. n ANSLTPI ,. er r"r ha"l,ng, snrPPing, Y• 550 TOT.LD. 42.0 PSF SEQN- 159788
AN INJ rAMPANY Inau Talon s brae.,q or v..aaea. 7 Derr-p0,19 GQ
A...1 P"thle ermlrg Pr
w tyIM leetw.mapt+ve Pr prole++lenel.npl vert p OV
DUR.FAC. 1 .1 5 FROM I KE. mlblllty Illy ew—10. mTr Nltllua
S351 Rmw Cinlr r'Oep°"s1b1IIty or w Ru1HeIM De .W-r per ANSI/TPI 1 S2.
Sxl Mo,CA 95828 Fer eery In1Prw+tiPn sae U is,eb"ge 11 nota,Pepe antl these-eb altea: Renewal dale 61362615 SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE:www,+Ipinelce,c TPI wwe,tpinst,org:PTCA:wee.sbclr.tluatry,con: ICC:wwe.Iccse te.e rg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - C)
120 mph wind, 24,60 ft mean hgt. ASCE 7-10, CLOSED bldg. Located
Top chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2:
Bot chord 2x4 DF-L #1&Bet.(y) anywhere in roof, RISK CAT It, EXP B, wind TC DL=4.2 psf, wind BC OL=6.0
Webs 2x4 DF-L Std/Stud g) psf.
:W3, M4, M5, M6, M8, M9 2x4 DF-L #2(g): :M7 2x4 DF-L #1&Bet.(g):
Wind loads and reactions based on MWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
Truss designed to support 1-0-0 top chard outlookers and 3.00 PSF
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be
bracing requirements. 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
(a) Continuous lateraA restraint equally spaced on member. notch in overhang or heel panel.
Deflection meets L/360 live and L/240 total load. Creep increase factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
for dead load is 2.00. 4X5= applied per IRC-12 section 301.5.
(") Provide lateral bracing for inset member. Attach nailer
at edge of lower roof diaphragm, or use purlins at 24" oc. \ \
\ s\
3X7110 r M5
M4
M6 \
3X541 \ M7 \ 12-8-0
11118
T2 la)
a) M9
W3 \\ 2X4111
3X5 III
\ \� 3X5111
18-2-4 1-00-0
7/7/T/7/7/-//7/7/-/77/ ///// I
3X5(R) III 3X5= 3X5= 3X50 2X41f
L1 'J L1 -J
4-4-10 3-10-6 1 19-9-0
a' 3 7_10_319-9-0
1
14-0-0 1_2-6-4_1_ 11-5-12 _I
28-0-0 Over 2 Supports j
R=1116 U=64 W=5.5" R=171 PLF U=15 PLF W=11-11-8
RL=278/-277
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4 0 15.01 . F OR/-/1/-/-/R/- Scale =.225"/Ft.
Truss Compponents of Ore an l503)357- 118 eeW1RNINGIee REAS AND calla ALL NOTES ON THIS DRANINGI F0 IN TC LL 25.0 PSF REF R7175- 57174
8?5 N 4ih Ave,Comel os O 03 13 II�oRTANr•• PNRNISN Twls 0.1.TR ALL CorTRACTTIRS INCLIJOIN'T,fE INsrAueRs. �\ %4G FF� Gy
Tru I—, a ..n ar In Tabr,wtlr,N, larWLnR. s PPI• I -'11-R.d braelnN. Rnfnr[u aM folies 19575P '9f, TC DL 7.0 PSF DATE 04/09/15
tla latest atlltlon.1SCSI (Dolle lrg Conponc t Setety Info rmeclen. M 1P1 ene YffG) tar s.rety Prectices Orlur
o perform,.p theso functions. Inst.11ars=11
•II provltle tempo re ry breP inR per SCSI. Iln less notetl o<M1erwixe.
mp clartl slap lawn pruporly a Yechetl struae rel '7= ,rg nntl bottom cM1ortl shell M1ay.n Properly„tecnetl BC DL 10.0 PSF DRW CAUSR7175 15099003
rlgltl celilnfl. Locetlans nM1o.ntrer u iota rel restr.lnt o1 canes xM1oll neon brach Inxtellatltper eLSr
nct >BJ, ST or 510. ea epPlicnble, Apply plet.a to oacM1 fern o tru .nd poeltlon es shwvn above eM o
�IPP
t.. Rnrnr to dru.,n 16DA_Z rnr�cnnanra pin<n0 09/2015 BC LL 0.0 PSF CA-ENG RTT/GWH
LAIP,rw. , yr 17W eo,itl inR cnmpurwnts Group Imo e-11 nut be rnswnslol....any mvlac,an rrn.tnix OREGON
any r ,info bulltl th.<pe. , nnrorm .n AN61 Tpl ,. n r r hnMl,nR •n Pp,«D. 'si TOT.LD. 42.0 PSF SEQN- 159848
AN ITW COMPANY --11.t.—&br.t 1•9 or trss
A.cal en this dr :ni;er e.s•r p",I1•t I19 this arca lrp, Ib le•t•s.e.•pt.••d•.f prors••lorrl•np l,wrilp V8 A-20,S9" 'e
r.•poro lbl I ItY mI•Iy rbr a..delRn s' sn. Ta.ulisbl I I>y sd lme of-1.dr..lro fbr.fry.trtlev+r.,.the ROI`O W•N� DUR.FAC. 1 .15 FROM I KE
9351 Ruyaml Cilrk r•.Pensl bill ty.r the Aulldlro Dselghs,r pr ANSI/TPI 1 Sac.2.
Sacramcntq CA 95828 For Wore Inrnrmetion s this jnb"Remr.l,a a p.R•.nd",n,e.eb it—. t SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE .alp lralt..con. TPI' .tPl net,org:PTCA:sss.sbcl Mustry.c ICC:scam org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - Cl)
op chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.60 ft mean hgt:, ASCE 7-10, CLOSED bldg, Located
T
Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Std/Stud?
:W4, W6 2x4 DF-L #2(g): DL=6.0 psf.
:W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design,
(a) Continuous lateral restraint equally spaced on member.
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 2.00.
4X5=-
3X50
X5=3X50 /
\XSo�
w5
10 F j/ \\ / \ 10
W4 (a) (a)�/
W6/ \
3X5 III \ \3X5 III �
1-0-018-2-4 1-OT-O
T 4X5(R) III 4X5= 5X7= 4X5= 4X5(R) III
L1 'J L1 ,J
7_4-8 6-7-8 6-7-8 7-4-8
7_4-8 6-7-8 6-7-8 7-4-8
14-0-0 I 14-0-0 _I
28-0-0 Over 2 Supports _I
R=1309 U=96 W=5.5'• R=1309 U=96 W=5.5"
RL=247/-247
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% C% /4(0) 15.01 . $ F OR/-/1/-/-/R/- Scale =.225"/Ft.
Truss Components of Oregon 503 357- 118 "WARNINGI" READ AND.F0I.IA ALL WTES ON THIS DRAINING1 �C3I N � �p TC LL 25.0 PSF REF R7175- 57175
P S ) ••II�ORTAUr FuRAuSH THIS DRAVIND TO ALL COWMAMRS INCLUDING THE INSTALLERS. ��� 2
825 N4th A%,e,Comehas O 97113 Tr"»ee I--" e. ",„ ,^rabr p"ting, noptl V. >blpping, "'^N--°Icl^i rRofen w am r"n,a 19575? 9r TC DL 7.0 PSF DATE 04/09/15
I IatenG otllt ion crr eC5lc(Aulitll ng Canpoiw t Safety Infor�vntlon, byTPIa,b YTfCA)rror>a ety prec[Ices prior
o pe dorming these!unctions. Insulters snail prow itle temporary bracing per 0051. v�nless rotey btneL»ise.
,cp t nen ne..I pr°perry a Itnetl>Gru�t rel >beem Intl buttal teartl snarl nn "pr"°"rlr eft "etl BC DL 10.0 PSF DRW CAUSR7175 15099004
rlgltlbce�l llrg. _Mons sw»nt ror permanent"lateral rest rel nG of«e-moll neve Drecing Inetolletl per BC81
��� ctl"na 83. 87 or 8,0. as aoppllceb fu. Apply plates to eecb face of tr : poaltlln l->nn»n obtve Intl or
d „e�n,nt D. 8,' . Shia»n tetl etber Ap Roar tlrLing,,60A_Z far';te�Irtl plII, >IU"�. U 09/2015 BC LL 0.0 PSF CA-ENG RTT/GWH
tAIP�^^• ^tll��>�°n nr IT,,Bul ltling C.,mPanente er,.up lou. >_n „"t m re>Wn ole r any II v la g an O RECON
nrI irw OMR4IJY ": :t ":"e:� a" "«�>;e.` » In °nr° .n e»tb ANSI/rnl ,. r"r w Mling, >bipPl g, v TOT.LD. 42.0 PSF SEQN- 159799
A...I on V I.arrlro pr»bg.r vYa I Istlbp thio arylIp Irolow aee.ptalo.or prof»ulo r1.roll..rlro a9 "en.zo,19T (GQ
rIIpwlbl llty"1a1y rbr tn»aablgr,»ion,. Tss sult4bll lty abn,m»pr Mla er.elro ror IIy atrtstur.11 u,I �O`O W•N DUR.FAC. 1 .15 FROM I KE
s3Sl Rgwn3Circle r»apmelbluty or w S„nmro Drlgmr p»r ANSI/TPI 1 S-2.
59351 R CA 95828 Far rare Inrprm.tia^> t^",°b•>general no page ab tl'">e»Ib>Itm>: SPACING 24.0" J RE F- 1 VF 1 7 1 7 5 ZO 1
ALPINE:_I 1pinel u.com; TPI: a»».tpinat.1
r g, NTCA:»»»+bclntlu>try.com' ICC:
THIS DWG PREPARED I=ROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - C2)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Std/Stud(g) :W4, W6 2x4 DF-L #2(g): DL=6.0 psf.
:W5 2x4 DF-L #1&Bet.(g):
Wind loads and reactions based on NIWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
(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 2.00.
4X5=
3X5�i
\�3X5,k
W5
12-8-0
j
10
10
W4\ (a) (a)
W6/
3X5 III 3X5 III
1-0-0 — 18-2-4 1-0--0
T 4X5= 5X7= 4X5= 4X5(8) III
4X5(R) III
L1 ,J
7-4-8 6-7-8 6-7-8 7-4-8 _I
7-4-8 6-7-8 6-7-8 7-4-8
14-0-0 I 14-0-0 _I
28-0-0 Over 2 Supports
R=1310 U=96 W=5.5" R=1234 U=82 W=5.5"
RL=228/-236
Design Crit: IRC2012/TPI-2007(STD) aED PROFF
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 . `SS'i OR/-/1/-/-/R/- Scale =.225"/Ft.
1'russCom onents of Ore on (503)357-1118 "�RNINGI•• READ AND FOLLON ALL NVES ON THIS ORMINGI O ,Q y TC LL 25.0 PSF REF 87175- 57176
pp S '•II�ORTANr'• FORNISN THIS ORAMINS TO ALL COIRRACMAS IRCWRIMi TRE INSTALLERS. '195755 P '9
825 N4fh Ave,Comehus OR 97113 tr"sss regw re.....eo ..- .n r-nr.natvy. nam l.ng. sn.pp.rry. .n wn.w.nd°ran lryl. Rarer m a-II I—
LM latest etl.t�anOCSI`(R".Itling Ce-.pone[SoTety Inrormet.an, by IN e.,d NTCA) Ter aaTety Pr-ct.ces Prlar r TC D L 7.0 PSF DATE 04/09/15
o peri'ming i=1 runc[ians. 1-'I I-s all prev.dv temporary b'e'ing per SCSI. Unless notetl*tMrwiSe, _
Cap cMrtl sMll Mve properly etCacnetl s[r. rel snea[„ing antl toe'hold shell Mva o or.perly ectannetl
,.tl .I Ing. loca[1-na ne.n rar parme ant"
lot...l r....—t or`wen1 atoll M" nraniog .net-Iletl Per SCSI BC DL 10.0 PSF DRW CAUSR7175 15099005
��� xCu oo•ea, eT or R,o. aaa-vpn na„'u. apply Plates to each lana-r ir"r auw pewitle. . .ntl an 0 09/2015
OREGON
a [„e Joint Ue[n.ls, unless na[etl aCMrwlsv. ReTnr to tlrnaings 160A-Z I.,--dplate pas a m ”. OREGON BC LL 0.0 PSF CA-ENG RTT/GWH
q lP.na, o tllv.s mn of I10 Bulltl lop Cuvwnents crow Im. wall nuc 1 'wagons.Dle
Ir any tlav Lau on r' cols
aw 1 any ra.l"re t"w.ln LM[ .. .n tonTermante wit„ASI,TPI ,. u T r MMl.ng. -n.wing. 1 o0 zo is9° �P TOT.LD. 42.0 PSF SEQN- 159802
AN ITW COMPANY in—1—i—a°r.c.nO or vn:sea.
A wl nn to 1.Erwlrp or now.'p.R-I IKIro tnl.dr w lip, II,dj t .cn-praroe of pr.f-.-lor.-1..rQlr Ing O/ 1✓
r.-porglnl l lty wl.ly for w me al g.ales.. TM eu lt.bl I lty.I,a.m.of tl I.e—Im for.•d.trnnrurs Is nw ` `- DUR.FAC. 1.15 FROM I KE
N351 RaanR Circle rs-ponslnlll ty or LM Rullalry R..IRrwr per ANSI/TPI ,S-v.Z.
S.iwIcnlo,CA 95828 For.,ore InrureI on see c„I.�a°'go-1.1 no p.Re•^tl'nese�°slces: a Renewal dale 613=0,5 SPACING 24.0 JREF- 1VF17175201
ALPINE:www.a l p.nal iw.c TPI. —pi 9; NTCA:waw a°clntlufiry.cae. ICC' www. .erg
THIS DWG PREPARED I-ROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - C3)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 25.02 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(y)) anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Std/Stud(g) :W4, W6 2x4 DF-L #2(g): Psf.
:W5 2x4 DF-L #1&Bet.(g):
Wind loads and reactions basad on MWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
(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 2.00.
Truss top chords under overframing must be laterally braced by
sheathing, or by connection to valley trusses or purlins. Valley
framing shall distribute load evenly to all overframed trusses.
4X5=
3X54' / \
\5�
W5
12-8-0
10 (— 10
W4 (a) /
/ W \
1-2-10 — Z 18-2-4 1-0-0
4X5(R) III 4X5= 5X7= 4X5= 4X5(8) 111
3X5 IA
3X5 III
7-1-6 6-7-8 6-7-8 7-4-8
7-1-6 6-7-8 6-7-8 7-4-8
13-8-14 I 14-0-0 _I
27-8-14 Over 2 Supports
R=1224 U=86 R=1224 U=86
RL=214/-216
Design Crit: IRC2012/TPI-2007(STD) FtE4 PROFFS
PLT TYP. Wave FT/RT=2% O% /4 0 15.01OR/-/1/-/-/R/- Scale =.225"/Ft.
Truss Components of Ore on 1503)357- 118 ••MARNINGI'• REaD AND FOLLOW ALL NOTES ON THIS DRANINGI (g ,Q 2 TC LL 25.0 PSF REF 87175- 57177
S R 1 ••IN T •• �Isx TH Is oRANI NO ro Au coNrRAcmas INCUMINB THE INSTALLERS. 19575P
825 N 4 h Ave,Cornelius0 97 13 rrn..1.raquira„c 1e. a.a ,n rabr�.lury. nanel�ng. .nrpPlrg, leatanlna arw brad 1,W. Rarar w ane mile. r
lat..t edltl.n orrecsl`c3w m1,g cnml.n.nt safety Inf.rmetlon, by TP
erw wreA) £r alr.ty lrantltea prier TC DL 7.0 PSF DATE 04/09/15
pe r£orminp t e•'e furKtion.. Installers sM1.11 provide temporary brec inp per tlC51.nUn less rested otrwrwlae,
[op nn.re elml I°have 1r.lerlectal.ae.trent Nal .rwatn pry ane bocc.o chore.haVl na.n a pl.ecrly nctetbed BC DL 10.0 PSF DRW CAUSR7175 15099006
rlgle celllnp. Lnca[l.n.s n£or perewrerrcelete Nal res alai o we.atoll a e bracing n .Il.d Per Besl 9�1�r
��� nctlona 03. BT or 810. na 1111 Icab'us Apply plata.t.each£ace o£tru enc p.alt ion ea aM1.wn°been end or Q OY�GO 15
a M.Hint D°tnils. unless no tad etM%Il Refer to draw a IWA_Z mr•stemard 11et.Pnsltlnns. ue OREGON J BC LL 0.0 PSF CA-ENG GWH/GWH
tAlprn., a eivis�un ur ITO Build lrp Cuepu,vn[.Group Inc. .Nall nut be re.punsibl.fur any tlly lotion f c°1.
•wrrg, ,.ny fe„ere w bu11d the c . In can/urmerwa a�cM1 ANSI/TPI ,, ur fur MMling, sM1lpping. 9�”+o,201+g9� !P TOT.LD. 42.0 PSF SEQN- 159808
AN ITW COMPANY a sull.tion L brec irp or cruse.. 1 V
An-1.n NI.dwlro pr..ver P.R.IlK lag CAI"d—Irp. 1M1__._.p--er Prohwlon.l..RI erl p O/ 0 � N
fasPoro I.I l lty e.l.ly Ear w d ,il,.bo.n. Tn.su1-1I I;y ere N..of Hrls dre.lry for.Ery.tr•xtur. is w i DUR.FAC. 1 15 FROM I KE
%351 RDvma Circle raep.n.lblllty.f w Bellding B.ral Rr�r per ANSI/TP11 1 Seel.
8ocm Mc%CA95828 F.r lore lnrorm.ti.n.ee Chis j.b•s gener.l "° 'page.nd t 11 w°° Renewal dateW3=015 SPACING 24.0" JREF- 1VF 17175201
ALPINE:waw.alpineltw.com: TPI' w p—t.erg. RTCA:wr.sbclneustry.com, ICL s1w.. .afc.o rg
THIS DWG PREPARED I-ROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - C4)
120 mph wind, 24.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, RISK CAT 11, EXP B, wind TC C
DL=4.2 psf, wind B
Webs 2x4 DF-L Std/Stud(g) :W4, W6 2x4 DF-L #2(g): DL=6.0 psf.
:W5 2x4 DF-L #1&Bet.(g):
Wind loads and reactions based on MWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
(a) Continuous lateral restraint equally spaced on member.
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 2.00.
4X5=
3X5,5
3X5��
W5
�\ 12-8-0
10 �
/ 7 10
W4 (a) (a)
/ W
3X5 III
1-2-10 18-2-4 1-0-0
T
4X5(R) III 4X5= 5X7= 4X5= 4X5(R) III
3X5 III LO
7-1-6 6-7-8 6-7-8 7-4-B
7-1-6 6-7-8 6-7-8 E 7-4-8
I 13-8-14 I 14-0-0 _I
27-8-14 Over 2 Supports
R=1222 U=81 R=1298 U=95 W=5.5"
RL=234/-226
Design Crit: IRC2012/TPI-2007(STD) aE0 PROFF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . �1 `rS'i OR/-/1/-/-/R/- Scale =.225"/Ft.
Truss Components of Oregon 503)357-2118 ••�INGI•• READ ANo FOLLOW AU IDLES ON THIS ORAZINGI (j .Q 2 TC LL 25.0 PSF REF R7175- 57178
625 N 4th Ave,Cornelius O 971 13 "I�RT�" FvnNISH THIS DRAM No TO ALL CONIMCTORS INCWOINO THE INSTALLERS.a o 19575 P 9
Trusws ruqulru e e a.n ora In fabricating. haMl,n9, vM1ipp„p. tallin9 ane brat hy.Rafar t m,-j.,
in r TC DL 7.0 PSF DATE 04/09/15
tln /,test,,/ciao eIrOCSIc(Butle l,g component serety IMors tion, by:1Pl a,r,WrCA) for sa+ery preoticen prior
o pa rrorm i,p c wKtlons. In tell, shell Prov irb compo rery br.cing per SCE1. Unless roxee ocher.isv.
Top c ore°hall"laieva rPruperly attechee et-t rel sheothing ane bottom chortl snail M1auo a properly atl.nehee BC DL 10.0 PSF DRW CAUSR7175 15099007
1191,
"°allln9. tocatlone sho.n ror pormes lace... ...c elnt of webs shell have b—nO i—e.1lue P"
BCs^ 04 O9/_0 15
acct laps Ba. B]ar B1o, es eppllcebre. I. R plates to a fete Of tr urC uM posltlon es aho.n above e,W o 7
Q tna Joint Gatorle, R., no tee—bi%,.A Refer to trna 1, ,6oA-Z I.
en,are Plata pos,cluns. OREGON BC LL 0.0 PSF CA—ENG RTT/GWH
Alp ha. n I'i lun of ITA Bu,le int Guaounan s Group Inc. aru,ll ,wt be r.spuna,ble fur any eov,a Glun rru.[M1,e
era.,,q. any railara�.bN,le t sae , ,cnrarmanee e h ANSI/TPI ,. r naMl,rg, ah,ppinR.
AN ITW COMPAN9R"en so 1990 �P TOT.LD. 42.0 PSF SEQN- 159805
Y i ac.l I,tian s er.p ln9 or tr'e'e'.
Ansel thsr avar paIl1p thlswie.Maaaelp"o.of proroslonal rpl,wring
olbll rp tl1Iq.n .of le eslrro ., Of.
reaponaItys1.Iy fah —'On e. T'w'"IN
OUR.FAC. 1 .15 FROM I KE
%351 Rw Cilcit, ^•P°nalbl l lty of the,WilelnR 11—Iger par ANSI/Till ,S-2.Sxlamcnlq CA 958?8 For mora m+or,..tion s :jab's a,—,-1 .ip•9°•"°cM1ese'"° Renewal dale&J
t" SPACING 24.0" JREF- 1VF17175Z01
ALPINE,as.elpl^a, eom, TPI. .org:*TCA:wa . be ln,uatry.e ICC 5—.lees a19
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - C5)
To chord 2x4 DF-L #1&Bet. g 120 mph wind. 24.60 ft mean 1, ASCE 7-10, CLOSED bldg, Located
P anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Bot chord 2x4 DF-L #1&Set. g psf.
Webs 2x4 DF-L Std/Stud(g)
:Ma, M9, M10, M14, M15, M16 2x4 DF-L #2(g):
:M11, M12, M13 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member
design.
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF
claddingon one face, and 24.0" spar) on opposite face. Top chord may be
See DWGS A12030ENC101014, GBLLETIN1014, & GAORST101014 for gable wind 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
bracing requirements.
notch in overhang or heel panel.
(a) Continuous lateral restraint equally spaced on member.
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 factor applied per IRC-12 section 301.5.
for dead load Is 2.00. 4X5-
Fasten rated sheathing to one face of this frame.
10 F— 710
M12
M11 M13
M10 (a M14 \ 12-8-0
M9 (a (a a) a) 1 M15 \
MS (a a) MI6
i
1-0-0 /l 18-2-4 1-0-0T / / i / / / / T // /3 5111
3X III 5X5=—
Li J
X5=L11J L1 'J
14-0-0 I 14-0-0 J
28-0-0 Over 2 Supports
R=119 PLF W=14-0-0 R=107 PLF U=25 PLF W=14-0-0
RL=20/-20 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) EID PROFF
PLT TYP. Wave FT/RT=2% C%)/4(0 15.01 . tS5' OR/-/1/-/-/R/- Scale =.225"/Ft.
Truss Components of Ore on 1503)357-A18 ••lARNINGI•• READ AMD FOLLON ALL IorEs ON THIS URN ILL! F TC LL 25.0 PSF REF R7175- 57179
825 N 4th Ave,Cornelius 012 97113 '•I�RT�•• —1sN THIs DMAN No TO ALL COMTRAC!URs INCLURIND nM INS"4UERs. a � � 19575 P � �
Trash,ragas.aa__. In rabr,au g, mMll g. ah Pl•g, II lnV.nd bracing. Rarer t and rallaa r TC DL 7.0 PSF DATE 04/09/15
the latest ealtion of eCSI (DUI Id Irg Component Sarety In/o rme[lon, by TPI eM IBCA) for safety Practices prier
o perfo rn,ng these fanctl ons. Installers shell pr ov itle ceapo ra ry bracing per CSI. Unless noted oche r.ire.
mp chard-Hall heao prZ_"r atocnee argot rel aheaen,ng ane bact„n chore sryel I r,eae a properly auecnee BC DL 10.0 PSF DRW CAUSR7175 15099008
rlgle telling. Location,ehann for pernunenc lateral reatrelnt oI webs shall eve brooing Instollee par acs' 0 /09/20 15
� tact Ions 93, B]or e10. as noppllcebf'Yl sApply plates to vCch feta of Lruset-position as eM1een above eM o
Q �iNtea Ja,nt Details, unlnas n tad Dena Rarer w ernwinRs 160A-Z Ir a entlard Plate pea�tVa8C14 BC LL 0.0 PSF CA-ENG RTT/GWH
aIp„,a a eye elan ar ITItl Bw IeInR canpanents 6raav Ino. anon mac ba reepan:,bla ror any de n Iran tn,s OREGON
era.,,g; any rb,!are to belle tea t see , ..anrarnunnn nl h ANSI/TPI 1, ar far h-1-9, a Ppl^D. I'll "a,,.Zo,,9e� P TOT.LD. 42.0 PSF SEQN- 159811
AN ITW COMPANY scalLvon i brat ane or crasser. a(�_
"n—porlmibl i�iy.ai iyRfa�ay.:me°ip Islv^ro tri.hiawiv"i4ia�aaa N.e_*-to d—1,,of s^'r°"r el^'e�e— .U'" OL W• `'v DUR.FAC. 1 .15 FROM I KE
8351 RmaN Cilcie raaponslbi l lty of the bulldlro Dnalprer Pr ANSI/TPI 1 Seel.
S.mmcntcy CA 95828 ror Bore Inrormatlon see r,,,s J.W.pe,rral no s pogo aM mesa nee sl ter: Renewal date 8130/2015 SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE:w olpl,wlew.com. TPI: use.tpinst.org:lin A:ewe.fbclMuary.con: ILC:n,w.lacs erg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - D)
To chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Top anywhere in roof, RISK CAT II, EXP E3, wind TC DL=4.2 psf, wind BC DL=6.0
Bot chord 2x4 DF-L #2(g) psf,
Webs 2x4 DF-L Std/Stud(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MYVFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements.
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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load
notch in overhang or heel panel. applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor Fasten rated sheathing to one face of this frame.
for dead load is 2.00. Shim all supports to solid bearing.
4X5=
rb
/ \ 8-1-0
10 �/ 10 21-6-7
4X8(R) III
�- / i 1-0-0
1-0-0 / / 5 _ / 16-2-4 _
L-.1I J �1
8-6-0 8-6-0
8-6-0 8-6-0
17-0-0 Over Continuous Support
R=106 PLF Rw=112 PLF U=48 PLF W=17-0-0
RL=11/-11 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) gsu�F;R0p,
PLT TYP. Wave FT/RT=2% 0% /4(0) 15.01 . 3S, OR/-/1/-/-/R/- Scale =.34"/Ft.
Truss LT T onents avTe on (503)357-118 a"YARNINGI•• READ Aug Foblu ALL NOTES ON THIS DRNINGI - tc TC LL 25.0 PSF REF R7175- 57180
825 N 4ph Ave,Cornelius O>2 97 13 IMPORTANT• nAwlsR THIS DDAVIND TO ALL cgrlaACTDNs INcIwIND THE INSTALLERS' a 9
19575 P
Tr�aaee repnlrw a eaa e.a In rebrltatl�,. na wl,ml. anlPpl p. Inetal l Ing and°racing.Rarer ro rul low r TC DL 7.0 PSF DATE 04/09/15
n letost Be It inn orrBC51P(Bul icing f mponent Safety Inrorme tion, by 1P1 a MCA) for safety Practices prior
o perrormi ng[nose Iu•wtlons. InsCallers snail prow lde[eaporwry braclne per tlC51. vUenless noted Otherw lse.
top mord mall neva properly eccecned sv�t rel snaacn,. em botme mord soca ne a ProParq ec,acnad BC DL 10.0 PSF DRW CAl1SR7175 l$099009
rigid cull lr+g. locations mown for permenerrtolatarel res taint or wab'usnell have brecing zlns[el lee per BLSv^
��� tions By. B]or_1 as o pl lcae'u. Anpr.ur,luarmaiooarw c°}at9 oft nr cud position ez [wen above aw OREGON
d �„:jalnt Detal'e. R10. n tad,—J.. Rarer t a 60ACZ rar'�t.�ere Plata pnsltluns. um BC LL 0.0 PSF CA-ENG RTT/GWH
AIPIm, a div n nr 17N e.,udlne cnap,w,ants Grn.P Irw. eMl 1,—
__'
nu raann.+e,b,a rnr any devlat.nn r cola OREGON
ca e. any rel mr.to Halla t w t =, I p to AN51 TP1 ,, r nanelvg, snIPP1n0, e� z0 1g9� �P TOT.LD. 42.0 PSF SEQN- 159816
AN ITW COMPANY {nscwll.c ion a braclne or crosses.
A anal ah thle Creche ar aes.r Dana Ile lng tn,s Mr ing. 1l 11 tw aeaept+ro of pmefee 'l '.npbrerl p RQC D 1N �► DUR.FAC. 1 .15 FROM I KE
reepnnvl bl Ilty solely for tlr—lgn elms, Ti-su ltebllla a i uv ar Mls drwlrq far any strucwre Is w
%351 Revues Ci,rle reepone lGlllty of tna Bul,a lM Dwelelwr per AN51/TPI 1 S.p.3.
Swan tgCA95828 Far onto Inrarmat,an zea thla,ab a eerw.ra ^° ,pace•^"tlwaa"`°" t Renewal dale 613012015 SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE'wwe.elp lrwlew.cnn: TPI: ww. a .org:NTCA:www.eec lr,aueery.c IC['ww zare.org
THIS DING PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - D1)
To chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
P anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Bot chord 2x4 DF-L #2(g) DL=6.0 psf.
Webs 2x4 DF-L Std/Stud(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets
ad load60slive 00and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor
4X5=-
3X50
X5=3X50 \. 3X5"
i
/ 8-1-0
/1 .5X4 III 6X6— \ 1 .5X4111
� 5 5 — 1-00
1-0-0 18-2-4
4X5% 4X5
4-5-0 4-1-0 4-1-0 4-5-0
8-6-0 8-6-0
8-6-0 8-6-0
8-6-0 8-6-0
17-0-0 Over 2 Supports
R=838 U=39 W=5.5" R=838 U=39 W=5.5"
RL=160/-160
Design Crit: IRC2012/TPI-2007(STD) EO PRO FF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . Ss OR/-/1/-/-/R/- Scale =.34"/Ft.
Truss Components of Oregon 503)357- 118 ..WARMINGIYe READ AND FOLLOR ALL NOTES ON THIS ORANINGI r1 F TC LL 25.0 PSF REF R7175- 57181
pp ll f "IMPORTANT" FDRNISH THIS DRAVIND TO ALL CONTRACTORS IWUJDIW THE INSTALLERS. �Q Y
S25 N 4fh.4ve,Cornelius O12 97 13 °, ,n rar W w 19575 P 9r TC DL 7.0 PSF DATE 04/09/15
erintuare�e lbl°ne°fr BCSI°(BW I❑bg Compare c Satety�lnro rme[lan. by TPI'4 I'VcC)rrarnsafetY Practicea r0rlor
o parfarmirp xWse fancxions. Installers sh,ll pr itle temporary bracing per BC51. Unless noxatl otMo rmixe.
rap awry a all rb a praparlyr.1 aneetnrng am wham—0.... w°°a Pr°perly a``°"' BC DL 10.0 PSF DRW CAUSR7175 15099010
rigitl aening, IDaetlans anaen`rpr permenenc letarm rmvalnc ar reb.uanen naw+breairy maw uee`per ec5^
��� aeac .Ba. BT mr Bm, as ePPllcebru. APP`y plata.to a rase of v c ntl Paeitlan e.anavm.woe em a 0 09/2015
ALR xw Jaintagetn'sa unlee.no=ne atlnreise. Ra}er to tlrnrlrg. 160A-L(ar.antlertl ple=a positlans OREGON BC LL 0.0 PSF CA-ENG RTT/GWH
Alpine. tlly mn ur IT0 Bm Itl rrg Cumparwnis Gruup Inc. .nail ,wt be r..puns Iola tut any tlevlaU an tram tole
tlre.ng. any r lore to balltl tna x .a anrar.nta a AN91.,YI ar rar wMli^g. .nipping. a t TOT.LD. 42.0 PSF SEQN- 159813
AN ITW COMPANY inec,l l.tlon.bracing or xru..e.. •9 �-20,10 VP
A e 1.n=Ale d—Irg Or aper Rene I Ietlro thl.drwlro. 1h 11 W mee pranm..r prore."!I.rolnrrlro a O/ � "1•� DUR.FAC. 1 .15 FROM I KE
raeporolblllty mlaly rar w dere lgn alarm. TO wIG°111rj elid,w er rA le drwlro rot erry etnsture Is tle L y.
8351 Rmm Circle rwponelbilltp ar w Bmllelro Dwlper p.r ANSI/TPI ,Sea.2.
Swn=lgCA95828 Fpr more mrprmation see cni. °°''gems w p.ge•nd umse web s"`. t Renewal dale 6/902015 SPACING 24.0" JREF- 1VF 17175ZO1
AI3INE:mm..e 1pinelrr.c°m. TPI: P1 or g:NTCA:eea bclntluscry.cam: ICL sefe.a rg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - E)
To chord 2x4 DF-L #1&Bet.(g) :T2 2x6 HF #2: 120 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Top anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Bot chord 2x4 DF-L #2(gg) psf.
Webs 2x4 DF-L Std/Stud(g) :M6 2x4 DF-L #1&Bet.(g):
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.11" due to live load and 0.17" due Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF
to dead load. cladding load one face, and 24.0" span on opposite face. Top chord must
not be cut or notched.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member.
bracing requirements.
Provide lateral bracing for Inset member. Attach nailer IRC-12 section
301.5.
Bottom chord checked for 00 psf non-concurrent bottom chord live load
at edge of lower roof diaphragm, or use purlins at 24" oc. applied per
Deflection meets L/360 live and L/240 total load. Creep increase factor
4X5=— for dead load is 2.00.
3X7
4X5
3X5/i ( ) 10
/ 10-7-13
T2
10
I
/ 3X5III� Ms
6X6=
/ (a 5 L.
J 3X7=
1-0-0 / 5 1-0-0
T
5 X 5% 4X5 3X5 2X4 III
1-0-0 3X5= 3X5= 1-0-0
4-5-0 4-1-0 Be let 3-11-5 4-3-15 6-4-12
8-6-0 14-8-0
11-7-0 5-2-4 L 6-4-12
8-6-0 8-0-8 6-7-8
23-2-0 Over 2 Supports
R=970 U=54 W=5.5" R=232 PLF U=17 PLF W=6-7-8
RL=235/-235
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) p PROp,
PLT TYP. Wave FT/RT=2% O% /4(0 15.01 . FS OR/-/1/-/-/R/- Scale =.2511/Ft.
Truss Components of Oregon (503)357- I18 •`WARM INGI•• READ AND FOLLOW ALL NOt6ON THIS DRAWINGI O� %G FFA Oy TC LL 25.0 PSF REF 87175- 57182
S15 N 4th Ave,Correll o OR 97 5 "IWGRTMT•' IFOWNISH THIS DRAWING TO ALL CONTRACTORS INCumING THE INSTALLERS.u
Tr"+•»e.......a — •r n r•nr,Ut,ng. hantllinN, ehlpp,ng. Installing braeing.Refar t 1^11^» 19575P v TC DL 7.0 PSF DATE 04/09/15
tn° leto st etllclun vIr[tCSlt(Ru1111"9 C-111nt Se", Infvrmeclon, ny TPI _WTCA) a n-ty pratI...Prly
o per .ming Inose .115"'
installers still Prov id<[ porery b11-9 Per SCSl,roUnless"Dietl o; »iso..
inp<brtl eMll M1e�e Properly e etnea.t.»<t rel •neetn,q e,d b.ttp•^bra.Hell heee e Properly a „�nca BC DL 10.0 PSF DRW CAUSR7175 15099011
ng mrc°n l"g. �teci^"+sno»n`ror perw,nenc leterel rest—int or w°by..noll m,e bre<Ing bmtullodVper Res^
��� .SOW. aT nr e,O. °+eppu<ob`e. Apply po°:eo afeee n rt
"er tr er eua P>•clen°+.ne.n =e^1 e 0 09/2015
d t„�t;o°nt Detelle. nN Ess Hoppa etMr».ee. Rat r t .I qs 16GAdwr etenderd Plete pvaitVvn` • BC LL 0.0 PSF CA-ENG RTT/GWH
Alp;—. a m��slun nr ITR S..1a In,c„•p,e.ent•Gr P I.K. smn ,., espunsmle r,.r any a• a len rro mIs OREGON
re»i,p, eny 1e�l.,re a w11d the t .a 1 „nrero.."...,•ItM1 ANG1�7P1 ,.' r lurdling, anlPPing. "ao,so•tie9� P TOT.LD. 42.0 PSF SEQN- 159829
AN ITW COMPANY ._s ll•tion a bretinR or trusses. '9
A rl on errlro or aa.r PIR•I leelng this,er••lrp. IMl1•t••. P-noa or Profaulonal' ""'rlro /QO NV DUR.FAC. 1.15 FROM I KE
re•Polm lblIIty wl•Is ror tIe essl Pl eno.n. Tne•Rite°,llry elm u•a or all•d—LrQ far-1.t...au.re 1•one ! D `u
X351 R.—Cimlc ...Pon.1b111tr er tlr fA.l lellp Deet Rr.r P.r ANslnvl,5•c.2. N• 11•
swmmemgCA9ss28 Fer. 1 i^re^..t'p^tee Nis Jeb"gn, " no p•ge.,d thele-eb'"°'� SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE .elpinelt».c TPI: .tpinec,°rg;WTCA:ew+b<I,du+rry.< Iee:•.•.let+are.or9 Renewal date 613=015
• THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - E1)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 23.60 ft mean hgt„ ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT 11, I__-XP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): DL=6.0 psf.
:W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
(a) Continuous lateral restraint equally spaced on member.
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 2.00.
4X8(R) III
/ 1 .5X4 III
4X50 ' \
W4 W5
® � 10-7-13
\
10 \
W2 \ \\
1.5X4111/
/ 6X6= \
� (a) —J 5 \ 3X5111
1-0-0 5 — 18-2-4 1-0-0
T 6X8= 3X5(R) III
5 X 5
1-0-0 1-0-0ty
5-9-14 5-9-2 1, 5-1-4 i 6-5-12
B-6-0 B-0-8 6-7-8
11-7-0 11-7-0
8-6-0 8-0-8 6-7-8
23-2-0 Over 2 Supports
R=1113 U=63 W=5.5" R=1105 U=64 W=5.5"
RL=209/-209
Design Crit: IRC2012/TPI-2007(STD) p PROP
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 . &0_ OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon (l5031l357- 118 •'WARNINGI•• READ AMD,F0 ALL NOTES ON THIS ORANIIG! C9 oG FFA Oy TC LL 25.0 PSF REF R7175— 57183
S25 N4Ph Ave,of
Cornelius (03)13 "IRT 'r (FURNISH THIS BRM NB UM ALL cgrTRACMIRS IW-UMINB THE INSTAIlERS. "an
Tr..eaa ra4^,re e t eme .rn n rabritating. Dandling. .Dipping. tIiliw M bracing. Refer t d full". +L 19575 P 'q TC DL 7.0 PSF DATE 04/09/15
e letest ed I[lon orr8 S, Bu' i?Componen[Safety Inr-clen, by'TPI end RIGA) for saraty practicva prior
tDose functions. In taller.shall provide tempo rery Drac ing per BC51. gnle.s rote0 ocDerw Ise.
uo per ro�msnp a prvpvr y a
op hall "ave praparly a =Dad.t_ral.De D,na a Dell Dayv ' ""^ed BC DL 10.0 PSF DRW CAUSR7175 15099012
rig ia'oniling. lncarinns.Down`ror parmane^[ulatere lace.ra Int nr`wab,`I'll
'I.eva Draoing In.tallea per 9c51
�� ct Ions B3. B7 yr 810, eppllcabrfv iso^pcy plate.draatD"recce ar tru r=utl posit Ion va.Doan vbevn entl an O O9/2O 15
a �alnt Beta nolo...... ad atDe Rarar t ...gb 160A-Z rnr';andord plata P.—I-1. a J J BC LL 0.0 PSF CA-ENG RTT/GWH
Alpi ro, a div..Ian nr In cal ming c�.w,�ant.crogp l,c. .ran oat bn re.wn..bm r,.r any da"Iaunn r .to le OREGON
aaing, any rallura to bglld tDa t p.. onrarm n<.e. ANDU41 " r r D.Mling, .D pping. A TOT.LD. 42.0 PSF SEQN- 159818
AN ITW COMPANY n aan atlon s brac.ng or cra..es. n I).40 1890 V`
A^I—I an C 16 erooing or tpa.r papa Ilating tDla drwlnp.
Irdleataa aab.ptnv o.prof.aalarul.nglrwrinp
reepv,s lbl llq eolaly rer me dealgn aDa.D. TI.—habil lty and r..of H,1.-Ing far any atr,r m 1.�,. IrQ�0 W DUR.FAC 1 .15 FROM I KE
8351 Ronna Circle r«po—blllty or nr Rp IdlM Doo, ar p.r AN51/TPI 1 SaP.g.
SBc iil%CA95828 Pnr mora Inrnrm.tlen. DDI.'...gvmral ro page•^°t-eeb_"7: ,a a SPACING 24.0 JREF- 1VF 17175201
ALPINE.raa.alpl mltv.con. TPI: aaw.tpin.t.org:YTLA:aM,xlne�.try.tom: Im:... org Renewalda!e64=015
THIS D&G PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - E2)
Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQUIRED -Lz:z
Bot chord 2x8 DF-L SS
Webs 2x4 DF-L #2(g) :W1, WS 2x4 DF-L Std/Stud(g): Nail Schedule:0.131"x3", min. nails
:Lt Wedge 2x6 HF #2::Rt Wedge 2x6 HF #2: Top Chord: 1 Row 012.00" o.c.
Bot Chord: 2 Rows 0 4.50" o.c. (Each Row)
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row a 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special loads 4" o.c. spacing of nails perpendicular and parallel to
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain requiretl in area over bearings greater than 4"
TC- From 68 plf at 0.00 to 68 plf at 11.58
120 mph wind, 24.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
TC- From 68 plf at 11.58 to 68 plf at 23.17
BC- From 10 plf at 0.00 to 10 pif at 20.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
BC- From 20 plf at 20.94 to 20 plf at 23.17 psf•
BC- 1222.32 Ib Conc. Load at 0.94, 2.94
BC- 1223.65 It, Conc. Load at 4.94, 6.94, 8.94,10.94 Wind loads and reactions based on MWFRS.
12.94,14.94,16.94,16.94,20.94 5X7(R) III
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 2.00.
4 X 8 0 4X8
10 (— 10-7-13
710
/ W1 W5
1-0-0 �18-2-4 1-0-0T
T
6X6= 8X8(
8X 2)= 3X12111 8X10=
8( )=
3X12 III
—6-0-15 ��E 5-6-1 +E 5-6-1 �l}E 6-0-15---�
11-7-0 I 11-7-0 _I
23-2-0 Over 2 Supports �I
R=8014 U=654 W=5.5" R=7278 U=597 W=5.5"
Design Crit: IRC2012/TPI-2007(STD) p PROF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . FS OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon (503)357-!118 '•BARNINGI•• READ 1110 FOLLM ALL MITE$OR THIS DRAIIING1 O� txG F'F� Oy TC LL 25.0 PSF REF R7175- 57184
8'_'5 N 4th Ave,Cornelius OR 97113 "I�RTNR. FMISa nils ORAIII TO ALL CONTRA ORS IM UMINi THE INSTALLERS-
Tra, ^I r.a are In r•brlaatlnd. mndl,y, anippl.g, 1 11.,, ro br _. Rarer w and lallw 19575P 9 TC DL 7.0 PSF DATE 04/09/15
tlw Iota at edition ofreCSlc(Rullding C-Safety Information, by TPI e..d WICA) for a ety Practices pylar �'
o Im rf r inR LFase functions. Installers snail provide temporary Or+cinR pernSCSI. I/nlaas I-—otlw rw ise.
naP t dm•nall m�e properly e vaned•trattarel•matn,r,q eb batter.tmrd=eII mere a Properly ettecned BC DL 10.0 PSF DRW CAUSR7175 15099013
rlgla cal n..0. tateclana uhae..c rar permeoent lam rel rest rel nt err weber anon new bracing 1—t.1i par ecsl
��� tion•a3, B]or 110, vee^ppllceb'v. Apply plot ea to 11-taco o Cruor end paaltlon es M1oensabave eM an 0 ^/^O
d �etli7 ante, tad a n were. Rafar to dre..h 160A-2 rar'stem Pieta paait y 1 BC LL 0.0 PSF CA-ENG RTT/GWH
Alpha err ITe RaltdlnR camp.,.»nc•waep la. +mil .wc m reewnamle rar any a.vl+clan Cram cnl• //''�S OREGON
1e�lere to ba.m LM1a t ave I .,anrarmera.a. ANS LTPI ,. r r mndlvg, sM1,pping. V• m A� TOT.LD. 42.0 PSF SEQN- 159843
AN ITW COMPANY
a p � n 20
w 1g
Awh,,I •aa•l, err pmi*.wl nw
r. vy mr ll.drlro ror ay v . 1..ul . 9 (
DUR.FAC. 1 .15 FROM I KEvlbL11" ally dr w w
8351 Rwana Omit re•Ponelbrt lty err tn.eanmro 0—IRlwr par ANSI/TPI ,sae.2.
Swrimx iu,CA95828 Far mare ^farm. Ian Lhla,ab a pener.l ^° a p.pe.nd[nese wee" SPACING 24.0" JREF- 1VF 17175201
ALPINE:awa.s 1pinoltw.ran C TPI.s a w.tpinat.org, PTCA: www.abc lndumiry.cam, ILC eere,or8 Renewal dale 61302015
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - F)
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Top chord 2x4 DF-L #2(g)
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Bot chord 2x4 DF-L #2(g)
Webs 2x4 DF-L Std/Stud(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF See DWGS A12015ENC101014, GBLLE'TIN1014, & GABRST101014 for gable wind
cladding on one face, and 24.0:' span on opposite face. Top chord may be bracing requirements.
notched 1.511 deep X 3.5" AT 48 o/c along top edge. DO NOT OVERCUT. No Bottom chard checked for 10.00 psf non-concurrent bottom chord live
knots or other lumber defects allowed within 12" of notches. Do not load applied per IRC-12 section 301.5.
notch in overhang or heel panel.
Deflection meets L/360 live and L/240 total load. Creep increase factor Fasten rated sheathing to one face of this frame.
for dead load is 2.00.
4X5=
10 10 4-9-0
1-0-0
1-0-0 8
9-1-2 y
LC 1 �.j 'j
I 4-6-0 I 4-6-0 _I
9-0-0 Over Continuous Support `I
'I
R=114 PLF U=28 PLF W=9-0-0
RL=11/-11 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) FIR F
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01. FS OR/-/1/-/-/R/- Scale =.511/Ft.
Truss Components of Oregon 5031357- 118 aaSARNINGraa READ AND FOLLOW Au. NCNG 110115 ON THIS DRARIMGN C9 X4G IN- Z OZ TC LL 25.0 PSF REF R7175- 57185
1 ••IWORTAyr" FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Lt
8'-5 N 4th Ave,Comellus 0 97 I3 Trossal rn,a r».t 1.» ora 1n rlbrrpatrn . nantllinR. an1PPlny. lnatall,my a°ram nR.Rafar to ame fn11n. 19575 P T 9 TC D L 7.0 PSF DATE 04/09/15
tna lainnt eelt Ion ofrSCSI (Bulltll 1 Component Seiaty Infmnaatlan, by TPI ane NBCA) ror safety practices prior (r
mese functions. Insulters sn111 pro�lee corp Iy brlcln Der BCS1. Unless nocetl otner.ise.
o perrurmrnro I t1°I.ea street rat lne_I-ew .mora sne11 bavn a properly a tetnml
top nartl. 11 I,a.e prnPer y e BC DL 10.0 PSF DRW cAusR717s 15ossola
rlDle x1111�. Lacetluna enaw.t rnr Permar.entulatn rel reevelnt ortfebf"alwnll naw brecl,g Ine'tmollotltPer BCsI
saci •B]. BT or DID, na ZPllcebll. Apply Pletes to ocn rete° t xl polltlon es sue above and a n O�/^O)5
d ��� the o°ni Detalle. unless vice ntnerwrsn^µ%G in urw.c 16-DA-'Z.nr'f,--otl Plufa Paslt�ons. ° L BC LL 0.0 PSF CA—ENG RTT/GWH
AIP1no. a tllvl.lun or ITS auuelnD ena�,�nte craw Inc. smn ,w eswnslbla r 1ny ea�lluun rrn.c OREGON
er...— any far1ar.is bu11tl tn1 t s r man< n ANSI/ I°1.rn r MM1rng. an,PP1nO. TOT.LD. 42.0 PSF SEQN- 159867
AN ITW COMPANY luso nitlon b Drlctp or trusses. 119 on.20,10� (�Q
A l—I.m th11 drmirg or=r p". I'_IIG ib1.er..lro. 1adle.ta..ae.WaP..r prPr..11.rI.rql wrlro IQO N DUR.FAC. 1 .15 FROM I KE
rar.pP,v loll Ity ml.ly ror ilm maul(✓"s1.av1. Tl .ul-b,I ty enm us.ar Ml.mr..1ro f.r.my etrc�turs 1s w �D W r
8351 RuyetuCilrlc 's'Pons1b111ty Pr tlr B.11m1M D. iI r wr ANSI/TPI 1 s.o.s•
Swra=lo,CA 95828 F.r m inro.,altian a this,jab's Demr11 ro s P1Re.w inose K°' t SPACING 24.0" JREF- 1VF 17175ZO1
ALPINE: 1...11p1,w1ta.com: TPI:1•na.tPlnai.org. NTCA:amt. intluairy.com' ILC.ww sofa. 9 Renewal date 613012015
' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - F1)
To chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
P anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Bot chord 2x4 DF-L #2(g) DL=6.0 psf.
Webs 2x4 DF-L Std/Stud(g) Wind
Connectors in green lumber (g) designed using NDS/TPI reduction factors. designoads and reactions based on MWFRS with additional C&C member
Deflection meets L/360 live and L/240 total load. Creep increase
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load factor for dead load is 2.00.
applied per IRC-12 section 301.5.
4X5=
\� 10
\\ 3 X 5
10 \ \ 4-9-0
3X5�i j
1-10-0
1 0-0\ *9-1-2
3X7- 1.5X4 III
1 .5X4111
4-6-0 3-6-0
4-6-0 3-6-0
4-6-0 3-6-0 _I
8-0-0 Over 2 Supports
R=424 W=5.5" R=356
RL=68/-73
Design Crit: IRC2012/TPI-2007(STD) 15.01 . F3 PR FFS OR/-/1/-/-/R/- Scale =.5"/Ft.
PLT TYP. Wave FT/RT=2%(0%)/4(0)
Truss Components of Oregon 503357- I lg a VARNINGI•• READ AND FOLLOa ALL Iii ON THIS DR"INGI O�5 �G1N�1, Oy TC LL 25.0 PSF REF R7175— 57186
••IMPORTANT•• FUNMISH THIS DRAiRM
1NG To ALL COMACTORS INLWDIND THE INSTALIERS.
8251Q4thA1'e,Comehus 01 97 13 Tra.aa.raga ra e t aha era .n rabr,tntinq. haMl, g. .11p ng, in,,,'I' g ane bracing. Refer to and.elle. 19575P 9 TC DL 7.0 PSF DATE 04/09/15
[he lotast Mltlon.Pr BCSIc(Bul ld ing Component Safety Inf^rmatlen, and NiCA) far safety practices prior r
o per ro rm�ng these Punctions. Install........provide temporary brat inp per BCSI. U^less noi'tl otnec sda. BC DL
C.p t shall hale pr.perly attaoned.t.patare.ananth,ng and batfnn-rd she.! na.a a proper y.tta 10.0 PSF DRW CAUSR7175 15099015
rlgle'celling. Lncntlpna sn^en far permanent lata... nr..t ra 1—o1 ean'uaM1nll M1ave bracing Inatelied per SCSI
ctlons 61. Bl.r B10, as eppll<nble. APPIy pintes t ach face of t end po......as.Men obo.a ane a+ 0 09!2015
n �� tine a ntaData,,.. ante,.naiad atnnu,,,n^LRnfarmn dr�w= 160A-Z f.rasin Werd pinta paalt.n.. BC LL 0.0 PSF CA-ENG RTT/GWH
AL'
L� fir--- d pf ITD Bn ldl cw�w�nt.crape 1,�. .na n not bn ranpens�ma rar any dae,at,an Tran m,. OREGON —
AIP�n.. ,vis iur ^0 n ANSI/TPI 1, P r nnndling, shipp�np.
m,ng, nny fnilp.e4..1,alld in._ .. . TOT.LD. 42.0 PSF SEQN- 159869
AN ITW COMPANY ca n atlon i brat lf vas.e.. 990
DUR.FAC. 1 .15 FROM I KE
Anerl.b title er..lro er. d P•P Ilse lrp tnl.err lap. llefle.t,e.a..pram..r prore,,...rl.rollr.rll.p
r.epoerlbl l l I.mlely r.r w em len.!.eel+. The aplubl l lty e,m lm.r ml.er..lrq ror erllr.Lrllcture Ie nr
r..pnno l b i l Ity or tM B.11d.lig pas.parr per ANSI/TPI 1 Sed.2.
X351 0c,,CA9582 SPACING 24.0 JREF- 1VF17175201
S;uremcntq CA 958?fi Far more ,nform.v on s cnll yob's gemral no page,nd tzr:..eb.
ALPINE wwe.n 1pine.ew.c.n; TPI .tpinst.org. TCA: ,er sbo mep.cry.�am: Icc ..e.I=tsare..rg Renewal date BIS012015
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
, (0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - F2)
To chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
P anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
Bot chord 2x4 DF-L #2(g) DL=6.0 psf.
Webs 2x4 DF-L Std/Stud(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets
ad load60slive 00and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor
4X5
\� 10
10
4-9-0
3X5-0/' /
1-10-0
1-0-0
-*9-1-2
1.5X4 III 3X7= 1 .5X4 III
4-6-0 3-6-0
4-6-0 3-6-0
4-6-0 I 3-6-0 ,I
8-0-0 Over 2 Supports
R=345 R=360
RL=59/-55
Design Crit: IRC2012/TPI-2007(STD) AE-:p",
OFFFT/RT=2% 0%)/4(0) 15.01 . SipOR/-/1/-/-/R/- Scale =.511/Ft.
PLT TYP. Wave
Components of Oregon 1l503)357- I18 •`WAARNINGI— READ AND FOI-LON ALL NOTES ON THIS DRNINOI a F TC LL 25.0 PSF REF R7175- 57187
Truss Compo
825 N4th hentAveCorneous OTt 97113 ••INPMRTMIrFURNISH j ISH THIS ORNIND TO ALL CMMtADTMRs INCLIAINM THE INSTALLERS. �� 195TSP y
Traaaan r aea ra In tabrl atl y, nandlrnR, eM1lPpinR lne[plllnp and°xln . Rnrer a r Ilue r TC DL 7.0 PSF DATE 04/09/15
,e locasc edluon a+r BCSIt(em lding earwdnenc serecr Inra rnetJ an. by TPI ene 6rLAl rrar aerecy precelcee prior
o perfo rminp tMee fW.ccions. Installers snarl provide[enpo rery OrK irp per BCVanless,grey o[heraise.
Capt and sMll n,e praperly a epned atratt rel aneacM1ing aro bet[om dnerd snarl 1 ne n properly°cathed BC DL 10.0 PSF DRW cnusR7ns 15099016
rlyld°callir>fl. Locn[1.—sndentfar parmenencal°ternl res""t of'LfabM1ell M1eve bracing Instelledtpvr 8L5;
sect a R.T. B]^r B10. na eppl—b— Apply pletaa t erW positron as.M1oen above eM o 0 09/2015
ALM
�� M1n;o;^t ,t ante„"orad ntM__. Rorer ca drnvcgsr16DA-ZCforust—rd plata pa,lc an=. am OREGON BC LL 0.0 PSF CA-ENG RTT/GWH
LL AIPrnu ."d rvrslun of ITN Building Cumw^ents DruuP Inc. ana11 a espunslble rur any davlatlun r cM1ls
rallpra to burly the t ear anrur,m.n..e ern AA6I.TPI°l.r r rar IatWlrrrg, sniPprnR' "eo zo y9e �P TOT.LD. 42.0 PSF SEQN- 159878
AN ITW COMPANY nnsce n at o�s bred Ana or crueees.
A v.I ee tnl.it a Irg er ae.er ppa I1WM t°l.erwlrp. Indltatee.ee.pt..�.pr Prefr"Il ill wV'i .rinR
reslre,u lol l Ity el.Ir mr w�I(Pr slmr. Tne_.:I
bit era Iw pr LAI.drael,p ror.fy.t..lpw,a Ie nr. OL� W•N DUR.FAC. 1 15 FROM t KE
N351 Rowes Cilrle faaporb blllty ar tn.Bullalrq a.l�r Per ANSI/TP1 1 See.2.
sazIBDunID,CA 95828 Far Ware �nrerma idn s is,pb•s 9-111na a Pelle•,�wese.eb s�tea: Renewal dale 613612015 SPACING 24.0" JREF- 1VF17175ZO1
ALPINE: wrs.elp lrw lte.rom: TPI: nve tpinst. ,;-CA:sae. bclnduatry.com: ILC: vaw.Iccsefe.o rg
THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - G)
To chord 2x4 DF-L #1&Bet.(g 120 mph wind. 23.27 ft mean hgt, ASCE 7-10, CLOSED bldg. Located
Top � anywhere in roof, RISK CAT It, EXP E3, wind TC DL=4.2 psf, wind BC DL=6.0
Bot chord 2x4 DF-L #1&Bet.( :B2 2x4 DF-L #2(g):
Webs 2x4 DF-L Std/Study,) psf.
:M7, MB, M9, M10, M11 2x4 DF-L #2(g):
Wind loads and reactions based on NIYVFRS with additional C&C member
Connectors in green lumber (g) designed using NDS/TPI reduction factors. design.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF
See OWGS A1203OENC101014, GBLLETIN1014, & GARRST101014 for gable wind 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
bracing requirements.
knots or other lumber defects allowed within 12" of notches. Do not
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load notch in overhang or heel panel.
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep Increase factor
(a) Continuous lateral restraint equally spaced on member. for dead load is 2.00.
4X5= Fasten rated sheathing to one face of this frame.
10
M9
/ M8 a) M10
M7 (a a) M11
10 � \
zzmz T
- 1-4-3
Z7 Z7 A
1-0-0 18-2-4
5X5= B2
L1 J
10-9-8 I 10-4-8 _I
21-2-0 Over 2 Supports
_I
R=120 PLF W=12-0-0 R=90 PLF U=22 PLF W=9-2-0
RL=16/-17 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) E�PROFF
PLT TYP. Wave FT/RT=2% O% /4(0) 15.01 . SS, OR/-/1/-/-/R/- Scale =.275"/Ft.
Truss Components of Oregon (503)357-1118 "�INGI'e READ ARO FOLLON ALL NOTES ON THIS DRANINGI N F TC LL 25.0 PSF REF R7175— 57188
S25 N 4th Ave,Cornelius OR 97113 11IDDRTANr• nRlRisx THIS DR"NO TO ALL CONTRACTORS 1MCLW IRO TI¢INSTALLERS. " � 19575 P � 9
Trussas rngw rn n amn a.0 In rabrlcat " harvll,ny, shlpp.,,y. (recall mR.ne braclnN. R.r.r t ane 111— r TC DL 7.0 PSF DATE 04/09/15
the locust edltl.n.f OCsI`(lt......9 l,.%u,nt seroty Inf.rmucl.n. by TPI ane WTCl1) r r> aty prate....prior
those!unctions. Installers sholl provide temporary brmci,,per IICSI.oOnless tutee ocb renis..
t.p�horemshell Moe properly e[tachee st ruri rel —1h,n5 ab W e =1 Snell hov.a prup.rly a..thee
r.y.e cn.l.np. Location.sbomn far pervwnent"let.rel r relnt o .eCs`snaI I haven brash! .n>tul IaGVpmr BLSsn BC DL 10.0 PSF DRW CAUSR7175 15099017
5>�ppll.eb .
Apply platen to...
e Ccn h.erer tru.r erM Pm lt.on ez shown.ba n ane 0 09/2015
Q ho Je�nc Oeta'I>. nolo. tee oenerw.>.. Rer.r c •Irga,ADA_Z r.r stend.rd plat.pus alon>. h OREGON BC LL 0.0 PSF CA-ENG RTT/GWH
tAlp,na s O.v shin or ITN S,I.,Cumpunvnis Group IrK. shall wt b.respuns.bla fur any emvlaciun Trum t
ra.inp, any rn.l"re
..... In tan!"nw„nta,. h ANSI/TPI ,, r harWl n,g. >hippinR. Le e0 TOT.LD. 42.0 PSF SEQN- 159853
AN ITW COMPANY tln>ca nat.on b broc,nR.r tr.>se>. '�A n.Zp,19 GQ
A sssl on this drss'M.r b.N.r P".1lKlrp this tlrwlnD, IMIUW..e.Dt.,o..f prsLssl.eel srpin»rllp m O) D "'•w DUR.FAC. 1 .15 FROM I KE
rsap..elblllty a.laly nor tie mslRn shm,. Tho eultablilty e,e,we or this a im ror em struewra Is tle ` Y.
8351 RCircle rasp.n..bllltr.r w awidlry Deslp.er per ANSI/TV ...
I t S2.
SxiD nto,CA95828 For more .nr.rm.cion s --�.b's goon! m '--and che'a mob s Renewal dale 6/30121115 SPACING 24.0 JREF- 1VF 17175ZO1
ALPINE:ems.elplrolb.com; TPI: mem.tpinst.arg;WMA: ww.>bc.r,eu>iry.com: ILC.vww. >efe.org
THIS DWG PREPARED FROM COMPUTER NNPU'i (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - G1)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 23.27 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #1&Bet.(g) :B2 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 2.00.
4X5=
\ � 10
3X5,6 \
WS 3X5��
9-11-15
10 � \ W4
\\ 1 .5X4 III
1.5X4111 / \
T
+ 1-4-3
1-0-0 Lj 1
�18-2-4
3X5= B2 1
3X5= 3X5= 3
3X5(R) III 3X5(R) III
L1 J
5-4-0 5-5-8 5-5-8 4-11-0
7-5-5 6-8-6 1 7-0-4
10-9-8 I 10-4-8 _I
21-2-0 Over 2 Supports
R=1009 U=61 W=5.5" R=932 U=49 W=5.5"
RL=174/-181
Design Crit: IRC2012/TPI-2007(STO) Q�PROFF
PLT TYP. Wave FT/RT=2% O% /4 0 15.01 . SS+ OR/-/1/-/-/R/- Scale =.275"/Ft.
Truss Components of Oregon 1503)357- 118 "®AARNINGI•• READ AND FOLLOW ALL MOTES ON THIS DIU INGI �� lc,Q Z TC LL 25.0 PSF REF R7175- 57189
825 N 4[h Components
of Oregon
OR 97113 'r IN PORTAHf'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.u a 19575 P
Tru>aaa rna a w. P,a ,n rabr�tatl y. nnndl,ns, sn,PP„p. , Lalling end brac,ng. Rarer t toll^. �r TC DL 7.0 PSF DATE 04/09/15
e let•t ed,uon orr BCSlp(Bulla lrg Lampone Sarety Inr^rmnelan, by'TPI and WTC')
far aofoty practlws prior —
o pa rroraing tnesa r,.nctlons. In Alla all provltla temporary brat lnprper BCbI. Ila less notetl... rvlsa. --
[ap—rd anal, nae praParly ettn�„nd_r_el atnetnlrg and ba a d>„all a Pn a p,apnrly nit cnnd BC DL 10.0 PSF DRW CAUSR7175 15099018
rlgltl csl ling. lucntlon>aMan for pernenentlateral re>trel nt^fiwebsasM1^II neva TeclnO n atlad par eCoS^
�� netlone 83, Bl or BIG, ae evppllcebfus Apply plates to eecM1 face or tru,ta-M poeltlpn es 1 -n ab^vn aM !, O(1/2�15
d a„a Jolnc Data'Is. anlaaa^tad aclerwisn. Rerar m tlraoing>160A-1 f^r'e nntlerd pinto Pnslc,un>. VOREGON BC LL 0.0 PSF CA—ENG RTT/GWH
glp,nv. a tlly stun ur ITW Bu,ltling Cuvparents Gruup tnc. snail nut be reepunslble rur any dav,at.un fruit cols
ra„urn w buu d cno t s wnrarmanin vita ANSI/TPI ,, u r nandl�ng, snipping. men 20 is �P TOT.LD. 42.0 PSF SEQN- 159850
AN ITW COMPANY oirmcslietlo a br.cing Pr tra>>en. '9
A wl va Ula dr—Inp or a,anf pap.IlKlnp tAla drwlnp. Illdleee—anb.Pt.n—of prorsawel a,pbwrlrp 01.0 1N•N DUH.FAC. 1 .15 FROM I KE
ra.pa,elblllty mI•ly rar eew deslpn oe_e. Tne aulteblllcy end uw
or
col.dr—ln9 ror any atrueture la lie
%351 R.—Ciwlt ^aMZlblllty or tit.Sul ldl,y O—I9,er per ANSI/TPI 1 Saa.2.
SBcrD=n1%CA 95828 Far.acre inroraa to^'a ws 3.b'.gam no page a,w uese�°° Renewal date 61302015 SPACING 24.0” JREF- 1VF 17175201
ALPINE'ewn.elpinelte.cam: TPI.wee.[pinet,^rg. WTCA:ww sbc lnduatry.c ICC:—.1... arg
' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - G2)
Top chord 2x6 HF #2 2 COMPLETE TRUSSES REQUIRED ��
Bot chord 2x8 DF-L SS Nail Schedule:0.131"x3", min. nails
Webs 2x4 DF-L Std/Stud(gg) :W3 2x4 DF-L #2(g): To Chord: 1 Row w12.00" o.c.
:Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.707':Lt Wedge 2x6 HF Bot Chord: 2 Rows 0 4.50" o.c. (Each Row)
#2: Webs : 1 Row a 4" o.c.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails
in each row to avoid splitting.
4" o.c. spacing of nails perpendicular and parallel to
Deflection meets L/360 live and L/240 total load. Creep increase factor grain required in area over bearings greater than 4"
for dead load is 2.00. 120 mph wind, 23.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Special loads anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind 8C DL=6.0
------(Lumber Our.Fac.=1.15 / Plate Dur.Fac.=1.15) psf.
TC- From 68 plf at 0.00 to 68 plf at 10.79 Wind loads and reactions based on MWFRS.
TC- From 68 plf at 10.79 to 68 plf at 21.17
BC- From 10 plf at 0.00 to 10 plf at 21.17 4X8(R) III
BC- 1223.65 Ib Conc. Load at 1.44, 3.44, 5.44, 7.44
9.44,11.44,13.44,15.44,17.44,19.44
10
4X8,/ \ 3X10
W3 \
/ 9-11-15
10
3X5\\
T
+ 1-4-3
1-0-0 1E-2-4
8X8(B2)- 3X12111 8X10= 3X12111 6X12(E5) III
6X6=
---5-5-8- ��E -5-4-0 �- --5-4-0 31E 5-0-8�
10-9-8 I 10-4-8 _I
_I
21-2-0 Over 2 Supports 1
R=7071 U=585 W=5.5" R=6822 U=566 W=5.5"
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 . SI F OR/-/1/-/-/R/- Scale =.275"/Ft.
Truss Compponents of Oregon (503)357- 118 'e�R91NGl•• REAoArmF0_UXAuIgTESoNTIIsywulNJ �C,1NF� �p TC LL 25.0 PSF REF R7175- 57190
825 N 4fh Ave,Cornelius OR 97113 "JIM FURNISH T"IS DRAW Ny To ALL CSMAMRS INCINRIND TRE INSTALLERS. U� y
Tru rn....n oma vn In rabrieailny, haMl,ny. s°..piny. ralllny and braelny. Rwfar w aM rullw 19575P TC DL 7.0 PSF DATE 04/09/15
the I.....ed.tion arrSCSlc(Bulldirg compo t Safety Inco r,aecion, byalPl end WTCA) ror safety practices Pr lar
o pare rminy t ase!unctions. Ins oilers',all prow itle temporary bracing per 5C51. Unless,wcetl other.tee.
Lop c nrd 1"'1. Properly a tapped st rutL rel ,root^Irg nM W m-rd,Holl -a Prapor ly a tnthad BC DL 10.0 PSF DRW CAUSR7175 15099019
rigitlhcvi llnfl. lncntlonz slwwntror peramxr2ulntaral r feint ortwebztnMll nava brat lrg Instnll adtper SCSI
�� >rctlon.B3. B]or 810. ns eoppllcnbfu. Aup`y plates to eat°race or tru r Hud poaltlon es mown above end on
Q the Jo,nt Decu,ls, unless n tad olMrw,so. Rernr to drnwlrgs 160A-Z rar'standard pinta paa�t,an=. 0 09/2015 BC LL 0.0 PSF CA-ENG RTT/GWH
AIP,�. a tliv orlon yr ITd Bu{Itllny Grq,nents Group Inc. ehall Hat be rospuns.bla ror any Oevlatlan fru,th,e OREGON
d"P: any ra,Iar,t.band the t ea , nnrarmnn..a with ANSI/TPI 1. a r r rarWliny, eh,ppleg, Q TOT.LD. 42.0 PSF SEQN- 159855
AN ITW COMPANY tnstanatien A brainy or tr..esee. v
jo
A wl.n""dr..Iro er npy.r Pmw Itlrtlrw CAI.d-,� Q. IrNtue...aa.Pw.ec..r Prvr...l.n.l.eR lrwrlelR 9�O�.2• r�(�[
rv. Ib,,,ty m,.,Y ror u.,de I .b®,. T/ _,t.bl I.ty s 1 fore ar NI.dr.wlro ror.py K t rs 1.Je �/ W DUR.FAC. 1 .15 FROM I KE
X351 R.wD`Ckk ra.ponal bll.ty or the S.iIdlro S.•IR r Pr ANSI/TPI 1 S.P.2.
Sac! .tc%CA95828 For mar. inrarmaltln-UiJW° yerora ro ,p •^d these'°°" e SPAC I NG 24.0 JREF- 1VF 17175ZO1
AIP INE:we.. IP,rw,ltw.com: TPJ:>ww. .or9;.TCA:www. bclrMu>try.tom: ICC:ww..Icc>a orgRenewal date 61=2015
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - J)
(g) 120 mph wind. 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Top chord 2x4 OF-L #2
Bot chord 2x4 DF-L #2((gg) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0
Webs 2x4 DF-L Std/Stud(g) psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member
design.
Truss designed to support 1-0-0 top chord outlookers and 3.00 PSF Right end vertical not exposed to wind pressure.
cladding on one face, and 24.0" span on opposite face. TDP chord may be
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See OWGS A12015ENC101014, 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 load
Deflection meets L/360 live and L/240 total load. Creep increase factor applied per IRC-12 section 301.5.
for dead load is 2.00.
Fasten rated sheathing to one face of this frame.
10 F
5-10-5
2X4 III
1-0-0
9-1-2
0-4--4
Li-0-0-iI '
5-10-0 Over Continuous Support
R=111 PLF U=42 PLF W=5-10-0
RL=52/-9 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2% O% /4 0 15.01 . S I F OR/-/1/-/-/R/- Scale =.4375"/Ft.
Truss Components Of Oregon 1[503357- 118 °*®ABNINGIaa READ ANDFOLLOR ALL NOTES ON THIS DRATINGI 5 �GINER �p TC LL 25.0 PSF REF R7175- 57191
8 5 T�'4th Ave,Comellus OR 97�13 "t�oRT^� ��TH1s GRAN N6 To ALL coNlRAeioRs INCLUDING THE INSTALLERS- "an U� 2
Trusws raqu,ra n mm� era In fabricatlny. ba `l sM pprnN, s�P11e yyTCAJ'a"rnN°fetrar` test"'1["a 19575 P �r TC DL 7.0 PSF DATE 04/09/15
x letast eeltlon nrrBCslc(Bulltling Covpana^t Befaty Inror,mtl°n, ly ro s y Proct Pr
o per rormrnp clwse frmcclons. Instillers sroll Drovrde cerporery br•ciro per SCSI, "Unless raced ocbraise.
caP t roll roes Properly a etnetl,trait rel aneeth,r,g eM ba pnprtl shell ro e Praparly err read BC DL 10.0 PSF DRW eausR7175 15099020
rigid atl116rg. lncetl°m shwn`r r pereurwni"lateral r rel nC° sM 11 eve brec lrg Inat°Ilod per BCSI
ctlona B3, B]°r 810. es eppllceble. Apply plates to Dean fecer°IaYru end�posltlon es ahaan°hove eM on
Q (1 I r�l� i„e,c,np para,,,, un,e„rroteE et Mr . Rarer to Eruangs 16DAiZbror"steudard plat°pn,rt,"n,. 0 09/2015 BC LL 0.0 PSF CA-ENG RTT/GWH
11'll_=I�LJ�rJ�) Alprm. a d,vnro.,u!IT0 Sulld lnp cunpumnc,croup Irc. ,bill nu rnswn,1pla rur any davleclvn rrom tela OREGON
dr 1p:., +ny rarlure w hu11tl the t ass , unru rmance. n AN51/TPI ,, r r MntlLing, snLpping. � TOT.LD. 42.0 PSF SEQN- 159873
AN ITW COMPANY ^sti netLon&br .p or uasses. �1�
A•s•1 on thl•drslro or ow•r p•R•11-IM eel•ding, Irrdlo•t•••oe•ptalo•er pror.w len•I.ro 1lwrlro e9 X8It.20,1 !Q
rwpon•Lbl l lty ml•ly for w d llf navr. Tl-au1G 1I It1r• 1 w•of n,1[•dr.•Iro for eey•trteO�rs 1•rJ,e RO`D W N DUR.FAC. 1.15 FROM I KE
83S1 Rmna Circle MP°^slbnity or w Bu 11a 9 Oepl pr.r p.r alBlrtpl,S-.n.
SIn•ramcntq CA 95828 Far.era lnrprar.rl°^= 1, °°'e pe—I as ,P.Re•^°rne,e-eb=' SPACING 24.0 JREF- 1VF 17175ZO1
ALPINE:aw.°Iplrely. ; TPI Ctpins[.°rg;RTCA:we, bclntlustry.cm. ICC.m.lc<se re.0 rg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - J1)120 mph wind, 15.00 ft mean hgt„ ASCE 7-10, CLOSED bldg, Located
Top chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
Bot chord 2x4 DF-L #2(g) DL=6.0 psf.
Webs 2x4 DF-L Std/Stud(g)
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure.
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 2.00.
1.5X4 III
5-10-5
10
3X5(R) III
1-0-0
9-1-2
4X5=-
1
X5=1 .5X4111
1"12 3"12
5-4-8
1 ' 2 5-8-4
�—5-10-0 Over 2 Supports—3-
R=337 W=5.5" R=251 U=36
RL=93/-49
Design Crit: IRC2012/TPI-2007(STD) 15.01 , D PROFS OR/-/1/-/-/R/- Scale =.4375"/Ft.
PLT TYP. Wave FT/RT=2%(0%)/4(0)
aa9ARNINGIa• READ AND FOLIA ALL NOES ON THIS DRAWKI O� �c' TC LL 25.0 PSF REF R7175- 57192
Truss Components of Oregon (503)357- 118 „IWDRTAArT.. FURNISH THIS DRANINs TO ALL CONrRAMRS INDIUMIND THE INSTALLERS' AQ
825 N 4th Ave,Cornelius O97113 a,awa r°q ,r.¢ aaa r ,^rabrlaatlnN. naWl,ng, sn,PPlq. In tally and ng. Rnr r ^a e rail. 19575P TC DL 7.0 PSF DATE 04/09/15
'TPI ane W CA tLaa rear r
tl,e letust eAlti°n afrRLSlc(Rullel,g Cvmponvnt Saraty Inrormntl n. Dy )r or safety prat p
o perf¢rm�nu=ese fanctiona. Installers Hell pray lde tempo very b,ac inD Per tlC51. Un loss notee o Mrwise.
cnp¢ e°nail"Ease prnperly¢ aanee,trust sal aneatb,nR eb L,tt¢m mare.Hell �aee a praPerly nttetneA BC DL 10.0 PSF DRW CAUSR7175 15099()21rlgla ane ning. Laaecmns,y¢.ncr¢r parmenenc let¢ral res r°Inc of web'"nnaei neve ores l,+g Inonmenea per aCsn
��� ,ctlan.B3, B]ar tl,D. ee nppllcebre. AppIY Plates tlonecnh 0 09/2015 BC LL 0.0 PSF CA—ENG RTT/GWH
d the�alnc Detn a s. anleas natee etn¢rw,a¢. Rarer w el„gp 16tlA-Z raraa anmre place pas,clan°.
AIF,nv. a mal.,a,.ar ITR Sa,lel„U Carpu,en a craaP Iro. nban „ac m..nwnn Iola rar any d¢a laclan rra.tl+is OREGON
Ara.,ro. any tailare to bale the t a,a In t�nr°rmsn`°. ANS ,. ar rar wnm ung, snlPPl^R• ���•,] 20 ,g9� �+� TOT.LD. 42.0 PSF SEQN- 159871
AN ITW COMPANY I °cal l.t,on a brat i,p ar crassnn.
Anerl en"I,dr :M ar eP+,.r vane I leelro cnl.drrlro. Indlcaee eeaapberee of v,or.,aa,al.rolnuI. �L D W.� DUR.FAC. 1 .15 FROM I KE
reeporulblllq cola ly for flr desl®,al+m,. Tne culteblllty—i ur oT Nls tlfMlro for°,ry a=r,srure le t1+a
r.cponalbl l,ty ar tM Dul ldlro Dwlp r per ANSI/TPI 1 Sad.3.
x351 Rmv CiMt,
S.r mctiCA95828 Far mor° Ins°^^a I°^ U",°°y gennr.l^° ppe'"d"'°'°`°°•""'� SPACING 24.0" JREF- 1VF 7175 0
ALPINE.avn.e 1pinel ee.can TPI s .tPlnst.org; TCA:eee abc l,Wuatry.cvn. ICG:eee.Iccsefe.¢rg Renawal dale 61302015
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - J2)
Top chord 2x4 DF-L #2(g) Special loads
Bot chord 2x6 DF-L #2 --(Lumber Dur.Fac.=1.15 / Pilate Dur.Fac.=1.15)
Std/Stud(g) TC- From 68 plf at 0.00 to 68 plf at 5.83
Webs 2x4 DF-L
:Lt Stub Wedge 2x6 St #2: BC- From 10 plf at 0.00 to 10 plf at 5.83
BC- 345.39 Ib Conc. Load at 0.06, 2.06, 4.06, 5.77
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, E_XP B, wind TC DL=4.2 psf, wind BC
Wind loads and reactions based on MWFRS. DL=6.0 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure.
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 2.00.
1 .5X4 III
/ 5-10-5
i
1-0-0
1 .5X4 III
3X1O(G1) III
3"12
5-6-4
�—5-10-0 Over 2 Supports—�
R=874 W=5.5" R=964
Design Crit: IRC201 TPI-2 /4(0) D) 15.01 . O PROFS OR/-/1/-/-/R/- Scale =.4375"/Ft.
PLT TYP. Wave
Truss Components of Oregon 15031317- I18 '*WMINGI•• REM AND FOLLOW ALL NOTES ON THIS DRAWINSI O� aG FFA Oy TC LL 25.0 PSF REF R7175— 57193
835 N4ponent,Cornelius 012 y7 13 "IWORTAINT'e (FURNISH TM's DRAWING TO ALL CONVACTIMS IWLUDINO TNR INSTALLERS.
True re� e t.�. rn n roorlwurw. ,mnel - .nipping. t.I1,rryJ.,,a brae�ng. Rnr.r ane r.l lu. 19575P 9 TC DL 7.0 PSF DATE 04/09/15
lecvat vection.r RCslc(Rulle l.g Compo c Serety Inr ,vaclan, q'1P1 erm WTCA) r surety Precticea prior
oeperP r ing[nese funccians. Ins c.11ers^sn.11 Prov,ee canpo.ry br.c Ing Per RCSI'evanless rotetl o .ise.
[.p t p°em.ne11 n.�e prupvrly a erase.tru<t r.l orb n.ng eb .II-d snail n .properly-'-d
xBC OL 10.0 PSF DRW CAUSR7175 15ossozz
rlgie coil l,g. Locetlons PM1ewnt rar perewnnn. l^tor.lean rein[o c.ebs uM1ell neve bracing 9netollee per RCSI
��� ccions R�. RJ or R10, es eppllcnbfv. APPIY Pln[e`ttl'tlntcM1 rete v tru r ane pocltlon n+ lora above e^tl a� O 09 2015
d ��` �n<,e,nt Dtl� s.�naVlnee^arae ern mlPn. Rnrar t .� ,6DA_Z rnrtn�nre pl.tn poe[lane. M1 [ BC LL 0.0 PSF CA-ENG RTT/GWH
AIPir�n• a , r I7b Ru,lefrp Cu.punvnta Gruup I,c. el..n ,,,t oe r.apnna,bie r.r.ny e.,,ieti„n rr.,.t s OREGON
any r-ilnr.t.n.,le the t�,. In,..nr�rma^oe. n ANSI�iPI ,. a r r n.nel,ng, sniPP�^g• N•_�"ao ao 109 �P TOT.LD.
42.0 PSF SEQN- 159882
AN ITW COMPANY msca la ron a br.ting or vases. vIp
A...I.n Er..lro pw.r P.W.I IKIrV tDi.errinp, 1-11 a..eP.praro.r Pror '_I.W.-11.9 0 N DUR.FAC. 1.15 FROM I KE
—,Ib il Ity ml.I Zrror w_I. alp. Tie..Ir bll Ity.ne uae nr able arw lnW ror ony.enawr. I.tie 1
N351 R==0i1c r..Pon.lbillty or tn.Nullelr,W D..Ign.r per ANSI/TP1,S.P.I. i �I•
Sacramcnlo,CA 95628 rnr apre inrnr�a ip = tnis,ob s gemra ^° pegs.^e t—"eb" SPAC I NG 24.0" JREF- 1VF 17175ZO1
ALPINE:twe e 'Plnvltr.c.n: TPI. Www.cpinst.org:WTCA:n..:ec lnauatry,com: ICC ....iccsere.arg Renewal dale 6130120,5
THIS MG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - J3)
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt„ ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, L-XP B, wind TC DL=4.2 psf, wind BC
Webs 2x4 DF-L Std/Stud(g) DL=6.0 psf.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 2.00.
Fasten rated sheathing to one face of this frame.
10 1 .5X4111
1 ,5X4 III zz'�
/ 1-10-0
T /
1-0-0
9-1-2
1
4111
1 .5X4 III
-1-0-0
110-6-83„121
1-0-0 Over 2 Supports
R=153 W=5,5” R=21 U=19
RL=27/-23
Design Crit: IRC2012/TPI-2007(STD) 15.01 . O PROpFS OR /-/1/-/-/R/- Scale =1"/Ft.
PLT TYP. Wave FT/RT=2%(0%)/4(0)
Truss Components of Oregon 503)357- 118 ••lARNINGI•• REAR ANO FOLIO ALL LUTES ON THIS DRANINGI (,� aG EFS OZ TC LL 25.0 PSF REF R7175- 57194
P S ••IlwoRrANr•• n)RIIIsx TRIS DR"NO TO ALL CONTRACTORS INCLImILU TRI INSTALLERS.
825N4th Ave,Cornelius O 97113 raarlwt w. M1+Mlvy. .M1lppug, m anloy+-b achy. R.I.,ca—r.,— 19575P 9 TC DL 7.0 PSF
=m latent eeltian v rnC51c(RuIItlI g Campoim t serety Inrermetlaa, bysTPi WCA)rr r a ety Practices Prier DATE 04/09/15
o perro rm�ng[nese!unctions. Instillers shall prow ltle[erporary brat my per RC51.eenless notetl O[M1er.ise.
Cap more nnall ne.e Praperly a titnetl,truer rel=naetn,.g ab ba t+.erre.Mall M1eae a pr+perry e tetn+tl BC DL 10.0 PSF DRW CAUSR7175 15099024
rlgie ae ning. L+ucloro sno.o rar perrmnnnc letur+l ran!°Inc ar.Cbz sne n eve bracl,g In eetper ncsl
�� ctlons A3. ' or 81I na eeppllcebfu. A^p`y pleies to Cato rete or tru rand poaltlen as aM1o+n ebovn eM o
d Me t Rete;, ,a, n tee of .Lae. R.I.,ti er.., ga 16nA-Z r antlere plate pan t aM am 0 09/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
AIP..m, a era a.ar ITIT a..wlalnv cww,mnti craap Im. snap ..,t n+r.+wns�me rar any w+�ac�an r cols OREGON
rar wra to ba utl tIm t sa anrarmarme..m ANs vEVI 1. ar rar nantll�ng, snipPing. "eo 40,1990 P TOT.LD. 42.0 PSF SEQN- 159865
AN ITW COMPANY a°sca exi—s eras�,g+r trasses.
A arl+m=nl+er..lro ar+w.r Rao+I IKIro=nI.d-114;, IrNI+.=++ace+p=+a er p or..Alem.I.nor wrl g 9 (G
re+pp,mlbl l l=y"Lely fpr w d Lan�. ,,,.aultabl•Ity.l.e m..of Nls tlrm/i,g far.ny+=nce„r. l+�,. X01-0 w•N DUR.FAC. 1.15 FROM I KE
8351 Rmw Chrle reapbnalbillcy+r t Rullellg OwIgmr par ANSI/TP1 1 Sam.2.
Sxlerncnt%CA 55828 For mare inra ien s e tors Jabs ye,mr+I ne °page+^°TMs -alSPACING 24.0" JREF- 1VF17175ZO1
ALPINE wwa.elp l,m ltv.cam: TPI: wvx.tpine rg;NTCA:+aw.sbclneu+try,tom; ICC: +sn,.lccaefn.p rg Renewal date 613012015
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - K)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x4 DF-L #1&Bet.(( )) :62 2x4 DF-L #2(g): roof, RISK CAT 11, EXP B, wind TC C1L=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 DF-L Std/Studyg) Wind loads and reactions based on IMFRS with additional C&C member design.
:11117, MB, M9, M10, M11 2x4 DF-L #2(g):
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord ochord ersmay and 3.00 PSF cladding on one
face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5"
See DWGS A12015ENC101014, GBLLETIN1014, & GARRST101014 for gable wind bracing 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.
requirements.
(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 Fasten rated sheathing to one face of this frame.
load is 2.00.
4X5=
7 10
M
/ M I M1 10-2-0
(a' Mil
10 M7 (a a)
1_0_0 B2 s 1-2 1-0-0
3X5=—
Ll -J
X5=L1 -J L11J
11-0-0 11-0-0 _I
22-0-0 Over 2 Supports
R=108 PLF W=12-0-0 R=114 PLF 11=14 PLF W=10-0-0
RL=17/-17 PLF
Note: All Plates Are 1 .5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD) P R
PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0) 15.01 . �3 F OR/-/1/-/-/R/- Scale =.25"/Ft.
Tr us Components of Oregon 1503)357- 118 "®ARNING1" READANDFo'innAitleTESONTHISgamINGI 0�5 �GINFF 02 TC LL 25.0 PSF REF R7175— 57195
825 N 4th Ave,Cornelius 012 97113 ••,NPORTNIr•ar '�'TNIs UR 1t1IM ro•u CONTRACTORS IRawonn THE INSTALLERS' °
Tra„„>r e a a In rabrlc,,, naM ,. >hipp,ng, toll.....° inW. Rarer t and roll°. 19575 P � TC DL 7.0 PSF DATE 04/09/15
the Intost etlicion or BCSlc(oulltling Compone t Serety Inra rmac n. by TPI end INTU)rror>arety Prate....... r
o per/rm,rp chez functions. Inst.11ers ah•II provide tempo rery bracing per RCS1. Unlexz noted pther.i>e.r
the tl snail neae prapvrly a tatnad, el aneatn,np ab batter.anartl Praporly°t.oletl BC DL 10.0 PSF DRW CAUSR7175 15099025
rlgia telling. Loceciunz sho.ntror parmenantulatorel restraint or.eefup1 neve bracing InntolletltPer BC51
>ctlon+83. 87 or 81U,
na eppllceble. APPIy Plates to e..b rete o .tl poaltlon as+M1oan obavn eM on
a LP� tie Ja,nteDetV11a, unla.>"orad ether.,>e^ R.I.,to ara.`n ,BDA-2 reru;te,werd Plat°Pn>,tlan,. aw 0 09/2015
BC LL 0.0 PSF CA-ENG GWH/GWH
FlPion. stun Pr ITh sI,la,na�a.Qanunt>Graaf loo. ll .a,t be ra,Pnn.bla rar any dov,etlan r thin OREGON
dra.i�, any'r.11ar.to band ton t a>+ anrar All. TPI ,. r rar a WIinR ahlppl^D• TOT.LD. 42.0 PSF SEQN- 159861
AN ITW CAMPANY ^>tall.tian a br.ting err tr°++°+. .�
wI on this err lop or e.y.r�,tlKlhp anis drw lno, IMluts••ea.P--or P-'%—ien•1.plrwrlip Ven.20.1990 �Q>
r.sppn.lbllity°ally,nr t�,.d.slpn.nae,. Ths.°It blllyr em,..of-1•d—tM ror e•y.t•,=t.,r.I.a. BOLO W•N DUR.FAC. 1 .15 FROM I KE
X351 Rm Cirtlt r.•ponslbl l lty er the 6,l 1,11M D—Tv:r pr ANSI/TPI,S.o.2. ti
Sllcramcntq CA 958?8 Far mare 'nrara,.tl°^a °his J°°'>11--1.b >page•nd`°'°erne” SPACING 24.0” JREF- 1VF 17175ZO1
ALPINE:wr.elpl rolt..con: TPI:a° .tpinst.org:itLR:.... xI-11try.tom: ICC:••w.ltc+ere.vrg R.r.—I dote 613012015
THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS 8, DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - K1)
Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x4 DF-L #1&Bet.((gg)) :B2 2x4 DF-L #2(gg): roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g):
Wind loads and reactions based on AfiNFRS with additional C&C member design.
Connectors in green lumber (g) designed using NDS/TPI reduction factors.
Bottom chord checked For 10.00 psf non-concurrent bottom chord live load applied
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5.
load is 2.00.
5X5=
10
3X541 /
/ W5 3X5o�
W4 10-2-0
10
/ 1 .5X4 III
1.5X4111 � �
1-0-0 B2 9 , 2 1-01-0
T
3X5(R) III 3X5= 3X5= 3X5= 3X5(R) III
Li -J Li -J
4-7-06-5-0 6-5-0 4-7-0
7-10-8 6-3-0 7-10-8
11-0-0 I 11-0-0 J
22-0-0 Over 2 Supports _I
'I
R=1044 W=5.5" R=1044 W=5.5"
RL=186/-186
Design Crit: IRC2012/TPI-2007(STD) Q
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 . 3 FF OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Componentsof0te on (503)357- 118 ••BARNINGI•• READ ANDFOLIAALL NDIFSONTHISDRAI•INDI O`5 ,GINF� 02 TC LL 25.0 PSF REF 87175- 57196
825 N 4h Ave,Cornelius 012 971 13 •INPORTANr•• FURNISH nus DRAWING TD ALL CDNrrucroaS INCLURIND THE INSTALLERS. ---
Tr",eme re,",re e t— •a In fP°r,aet,� na, —g. ,nIPPInN. ....... B Pnd braclny. Refer t"and f"'I"e 195 SP v TC DL 7.0 PSF DATE 04/09/15
the latest edl tion IfrB[Slc(9u11dI,g Cmeponent Safety Into rivet,on. byTPI eI WICA) for safety prec e,ces prior
perfo rminp t eat fun[[ions. Insiellars shall provide tempo rery brecinp per BCS1. Unless Mtetl ocnerr isv.
shell„novo properly a tec„atl struct rel sneatning eM bottom c mrd sue 11 „ave a prmpmrly a tecnvtl
�IylEncn�I In,. I�aetlmn,s„ven`fmr perme,nnt"lateral r relnt mf—°=ynel I new breclny Instal letl`P.,SCSI BC DL 10.0 PSF DRW CAUSR7175 15099026
��� x •B3. B]or R1D, es eppllcebfa. Apply ly ple[es tm vet„fecn of— and pesltlon es snow,above eM an
d she Joint Dew�Ie. nnlees raced mtr,rrrlaa. Rorer tm tlrer�nD,16DA-Z rer'scendard Plate pma�tlmns. 0 09/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
AIP�ne. »alyle�an Pr ITO ea.Id,nR cnrywnen.erwp lm. Ana n ,., .awns.me far any dem:ac,mn tram c„Is OREGON
any fullmre tm bu1ltl the t"_, , wnf"r,aan"m.,tn ANSL,PI°1.rmr far heMlvig, e„,PpI�. TOT.LD. 42.0 PSF SEQN— 159858
A
AN ITW COMPANY tlnsce u.c mn a br.c mp of trusses.
erI—Nle dr—Iro mr aw.r pn,Iletlnp shl,dr-1rp Iwla.w.aa.ps.�.ar pfmr...lol.l.rip l„..rlro Veh.20 is- !Q
reepenelbl I Ity—I.lIF ror wIPoboe... The wlLbl l lty.11a a..pr tnl.dr—I•q far ern.t•,KtLr. Ie w �OL D •N DUR.FAC. 1 .15 FROM I KE
8351 Rmn Circle r—p—Ibl l It,mr the B.l ldlro a—Ipr.r per ANSI/TPI i Sma.2.
Sxlm nkD CA 95828 Lmr mare 'n.mrmalan see tbi,Job's g-1.l no ,pope end mese rob°, 4e v SPACING 24.0” J RE F- 1 VF 1 7 1 7 5 Z0 1
AIPINE:r—.mlpineltw.con: TPI- w p—t.org. PICA: rrw.sbc,ntlusery.com; ICC'r.r. .orp Renewal dale SAWDIS
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0415067--FOUR D CONSTRUCTION CO. -LOT 11 -- MEDALLION MEADOWS HILLSBORO, OR - K2)
To chord 2x4 DF-L #1&Bet.(g) 120 mph wind. 15.00 ft mean hgt, ASICE 7-10, CLOSED bldg, Located anywhere in
Top ( ) roof, RISK CAT II, EXP 8, wind TC DL=4.2 psf. wind BC DL-6.0 psf.
Bot chord 2x4 DF-L #1&Bet. 99
Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): Wind loads and reactions based on MINFRS with additional C&C member design.
Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5.
load is 2.00.
3 X 5
10 /
3X50
W5
W4 (a) 10-5-5
1 .5X4 III
1-0-09 1-2
T 3X5= 3X5111
3X5=
l.1 -J
1"1z 4-5-4 6-9-0
1' z 7-8-12 77 3-1-12 3' 2
---11-4-0 Over 2 Supports
R=569 W=5.5" R=504 U=61
RL=169/-78
Design Crit: IRC2012/TPI-2007(STD) O PROFFS OR/-/1/-/-/R/- Scale =.25"/Ft.
PLT TYP. ITWBCG Wave FT/RT=2% O% /4(0 15.01 .
Truss Components of Oregon 1503)357- 118 rriARNINGIwr READ AND FOLLOW ALL NOTES ON THIS DRNI M',I �� r1 ' 0 TC LL 25-0 PSF REF R7175- 57197
825 N 4th Ave,Cornelius 012 971 13 "I�TANT" FURNISH THIS DRAINING TO ALL CONTRAMn INCLIOIMD THE INSTALLERS. 19575 P
Tr°esus req°Ir.a rme ° In rebr�tetlog. nemtll�ng, enlPPing. , t°I,Ina bud breclro. Re rrr m entl IF,,lw 9 7.0 PSF DATE 04/09/15
[Ix letrst edltlon nfracsl`(eulleing carpo nt Serety Inrormtlon, byzTPl eM MTLA) r wfety pract,cen ior r TC D L
o pe rforrirq cheese fvroclons. Insu,lers'sN„ pro��tle compo rery brrcing per BS" Unless rosea ochorw iso.
Sep t e ane„ mere properly e==e=nee,tr„ rel en< n.ng nn=�.e�rtl ane„ bre e properly ett.=had BC DL 10.0 PSF DRW CAUSR7175 15099023
rlglencell,rig. lncn[Ier,e snow:for permenenc°loterr lereetrel n[c rof tru'holll hove brat:,:! Inetelled per ecsl
��� est s B3, B]or'R10. es eppl lunbf eO(,p�y plates=o assn r1 a =sues pozloon es zMwn ob°vn entl o, 0 09/2015
d ne Jo'�nt atV1ls. unless names to Rarer co ar°rings,60A_Z tarts era plum positions n > BC LL 0.0 PSF CA—ENG GWH/GWH
tAlp:—, a swn ur ITR eur ming cumwrwncs stoup Inc. snen roc be reswne,b,e r any de�leu on nor c OREGON J
wing. any fa Jurw m nulla tnr t sa , unTurmance.cn ANSI/TPI ,, ur fur neM,ing, sn,pping, s „ o TOT.LD. 42.0 PSF SEQN- 159863
AN 17W COMPANY tlnsm,rt�on a brec�ng or trusses.
.Ar.WPe lm.�el iI
icr.riiyDrb,u.n..° M'pKinro= '
TM.,tli�nI� icr�•+e er a`�`.I.er�increaria:z•�nlri:n.. �Di D .�V DUR.FAC. 1 .15 FROM I KE
8351 R,n' Circle rwoponwlblllty or n,w BulldI,y Doolprnr For ANSI/TPI 1 5w 2.
Zumcnto,CA 95828 For more int°'"'e`.°"s Nc"'s fob's g°"ere' 'psgo rnd` w°b e' Renewal date 0=2016 SPAC I NG 24.0" JREF- 1VF 17175ZO1
ALPINE .elpinelew.cam. TPI' .tpinet.°rg; WTCA:wrw.sbc Industry c ILL:ww.lccs org
I/ I
For Let—in `✓ertica!s
Goble Truss Rote Sizes
i;ef er to approprip to A!"rie gaL4 detou For
Syn I:
'ae.•?� ] nlnir�u- plate sizes for -r tical studs.
!'L�Pefer to Eng!neerecl truss c7esigr, for pool,,
r�ael plc,tes,
IEi
I+ Ir tj of pi o'tnc pv?rlPp,, use n
tingle plote thot covers the totol pre" r,f
\ _
pverlUPpecl plates to spun .he web, I
2X4 11,
p
Ekon e.
) cXY L
i / '$\,- I� � 1 � I� xT,• ReinForcErlent. At.taclnriErrc DEtaii
r 'T' Ro,rfonr'T' Re,norcing
",e bee- Me loo
—r� tI
c,r�y
d
;+ Or / \I ,d-nait
_ to coovert f-or, 'L' to 'T' reinforcing nernbers,
d I• 'T' .,crease by length (based on
-- Fro„!da connections Fir upl;Ft spec)P!ed on the erigir,e er etrot Nesl:_J r�. oppropriote Alpine gable detail”.
At+c,=h Foch 'T" rRir,Forc!r,g r,�enber with
II tda nit,w", ali.nw.able i-elnforcad g"bla vertical
End n.Iven Nuns: length is 14' fror. 'top to hallo^, Choi-ci
l0d Lbrinor, (0.148'x 3.'.nlr,> NGILs cr 4' o.c. plus
(4) rcILs in the top and bottorl chords. "T' rein Forcing nenl^er mote!-ia! Aust r,n tch size,
specie, or,ci ,4ro9e of the 'L' reinforcing oe,4),_
Toe,oiled Nolls;
_ Rio:d Shieothin Iner ea_ / "T" iraCe
—�-- -c—�-- IOd Cnnr,on (G.IaB'x3',nin; Tcer�olfs o: 4" c.c. p!t•s 141E �_�r"'��-E�I �E �V/
a ;ails ;») toenails in the top w,d hcttcn cher-tis. I —
This cletol to qe used with the opprnprlat,a Alpine gable detoi! for ASCE I Mbr. Size Increose—
wind load. �� '
Menber P]",0150910!4, i . e:
ASCE 7-05 GOIIoDetalDn)wngs ASCE
7-]0 d—h-
:I >oeed 1c0 mph
A12015051U14, Al Jill 4, A1C)015L,_1014. A!40L5071014,
II I A!3030051014, AL2030051014, A11030051014, A10030051014, A1WKCU5101A P7ean Boor Height = ?0 Ft, K_t = 1.00
Cabta.� nal!s ASCE 7-10 uoule Detoil Drawings GCUIe SF' tiJ
(ruffs Spaced At , E 1 I I F.e,n Forcing Mer,ber Size = 2x4
a' o.c. it P.115!SEhIC101GL4. A12015ENC1010L4, A':4015ENC101014. A.6015ENC-010.4,
918015ENC101014, A20015EINC101014, A20015END101014, A20015PED101014. 'T' Brace increase (Fro,', Above) _ ,0': = 1.30
A1153OLD:CL'ij1014, A12030EP-10LO14, A1,1030UIC101014, A!6030ENC10101», ri) 2�4 `L' Brace Length = 3' 7'
1010 , 2000EID130PCu!010.4 ?C'•.Toon PEin Fo,ced G0.ba \a'ticui
30EA190s0ENC101014. AcoLer,g:r
„ee oppropriate AIPlne gr.ble detcit Fcr unreinforced gable tical length.
1
_ I
a Nc,
PROFFS
.x WAPN1tlGlx+ READ ANO FOLLOW ALL NUIES ON THIS DRAW114GI "r T FIF i__LI_IN VER
wwTMPUPTAN I.w FtiPNl;r THIS DRAWING TO ALL CIINTRACI ORS lNl'LUDiNG [HE INSFALLERS. 19576 P --- --
ir, ce rey,.i .t.-e-+ -ore , co briee.try. h¢ndt,ng, snmping.' ^`.,N,no¢nd 'o-¢cing. Refer to "d DATE i0/C1/Lµ
=atiow�the In tes re eNl±I�ar, of^Etc[;r`P�.�!Ninra Cn„po,�•,t S fety 1,;o „"ti. ,by TPI and SECA -c,^ cnfety ____—___-----
iprnctir_es Pr!ar to Per-rorn!ny ?nese "tic ti,ns, initniler's snob provlda tenpor.'y brncing per ECS". -
`\ Unless not✓J !+=h^-1'xlsP, top ci,ard _!,¢,I Y,Q_ G,ope,iy attoched it,'t,r-tu—L si:eathlog ¢nd% tton chard I1PW1� uBLLE?!IV 1!.:1�i
propE;y 01-1 rd i�(,`�N celli„�,, L co tions 5hnpn fD, Pe:no reins 1¢terp, re str¢lnt of xeb5 O 09/7015
Holl hove br acing �nstn!led per hCSi sec tl.^ns E-s E' ar R10. o npplic¢bl•0. Apply Pintos to arch
fnco
n<-' - chax- �d��e r,nd o, t,,e Unint D.,,w,s. „r:Ess raced o:herw;e OREGON
i`,�'�A=� t¢nN¢rd pl¢tE pasltun5' x`09/1%m
Lx. .h 0 not be resPor sibte car nny drvintlon -tor, q.20r 1 9 Q' r1 n
r`;n U Ai Plne. L dNision of li`./ Eultding I_o^ponen.5 roup .ith A91'>!/TPI 1 or Por Y.n^,"lin -hi Mr1�.. TO LJ. bV I-'er
AN!TW ,1 APIY th,e dra x�rg.any <¢a•.re :.o t,,,�ld t„e truss��:or orr'¢n.e g, pP;ng, --
:nnGaor, brnclry of tru==e QLD W.�► n _
inoA stn! on thl=_ droning or cover pogo listing this drowing,indicates occeP"tonce of pr pfessionnl L�J� FH(_ AN{
engineering responsibility solely far the dasyn shorn The suitability and use of this dr¢wn,y --
For any structure Is the responsh,ility of the Building llesigner per AN,:I/TPI t S �. Renewal dale 61302015
13389 Lakefront Drive Fcr n e b,farnn tion s triz JMYs genera! notes Pope and th se crab sl•.es I°I,x. .jl-'r rill(, 24,0'
E.1th City,MO 63045 ALPINE oo!pineitw.:on, TPI�x w.tpirSt arq, SBCA: sbUndustry a,'g e to n alas¢;e.or-g
H� I�� % -1[J; ;`O mp(1, 30I`� G 1 I-i�!q�' t , r�0=c' �, `.XIDCISUi '`
i ,` rn End 11_ y �> (=1Y?Q RP gl_,IIre l I — SZIi rI f
l_ 0r!M0Y-1 �� It�c i1 k:- Y d sv I'r � -
i20 riph, Ci!rt, (`'crit' Hgt, A;rE 7-10; Enr_losed, Exp 1 , or H Less +!^arl 4'6" - no stud brocing required
100 r1ph, 30 t, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or _
1p10 mph' ,Oft, Meor-I Hgt, ASCE 7-10, Port, Enclosed, Exp H [.,r eotEr tho.rl 4'b" to 6" in length = J
f<zt = LOCI, 1'i.rld TC DL=5.C1 psf, Wind BC DL=5.0 usf, pr_,vid�_ u 'X6- sti. "i�ark< a nig-I�leight arca i;�'a�e ti 'fk-cc
-vG r'oof= diophragm everj% O" Cee dotal( I,)e[OW OY'
La ter^al ci,orci i racing requirerlent, ra er to DPWG A-12030ENC101014,
Top: Continuous roof sheathit-lg --' ,
BO-t: Continuous ceiling diaphr-ogrrl H f.3reo-`Pr, t�'n�n ; 'o" to �c'0" rlax�
pco"ide a 2xb stif�'fl:,acl at mid-height and br-oo2
wee Er`lrilnecr''S sealed deSigr, r?i=erencinc, -this, detail to coop diaphr-og~n every 4'0" (see detail k:-C or
for lumber , plates, ar-)d otl^ler inforr:o ti on notShown I,efer to DRWG Ai2030ENC101014),
or) this detail. Optional 2x L-reinfol-cement attoched
r [ �,,; to s�tifFback vwi th loci box or gun
NCJ i(S 10d r�ox I^ gun 0.. r:; 1^lolls' CO.ir_'8'' x '`, min.) no.ils _ o.c.
I
_ I
2i,4 Block �n
i'
� I
roller t0
�L cc II Shea :fll}I� 01`14 �24' hi[t+
oo-h tri..%Ss
I ?
H
F
Or~bette - \
,�iC�gor,ol IOr"Q__,
rtT.ach er"Clhenc;
- ,-- E
c-- _
/'Continuous bearhn,.
L 2x6 4c4p
at tact-:ed to each
`2;tucl w/ (4) 10J box or' gun (0,123" X -3r'I,) nails, �yEp PRpFFAN
..WAPNIIIGir+ PEAD AND FOLLU4 ALL NUTES ON IRIS DRAVWGI GJ XG'INFR OA REF GE WHALER
HE
•.IMPORTANT.. FURNISr THIS DPAVING IU ALL CONTRACTORS INCLUDING TINSTALLERS. L� Y --
Tr,�sse, rea"ire e�-t^ene c fa+r.irat�ng, nordl,ng, shlpPing, inetauing mi lba i g.cARcFe t.,fend 19575P �T ATE 10/01/.14
tote ct edition of SCSI 'B'1161'.g Cnnponent S.fa ty Infer na tion,by nc "c sa ('
pro.^tlCes Prior to pe Y'�rnlnp .nese ��nC tions. ,stokers, sn.P provide tercperary b,'a Ling per SCSI. ,r
Unless noted otNerwlse, top chord _:nail t,o ? properly attached str„cturai si,eathing and� tton rho�d I1P�rl 3 L]riRRST101014
a P�- 0-ky ottnc�'d rigid cei,ing. Lcco.inns'(hewn fog permanent inter a! re stralnt of «fhs
shalt hall,. nr,,cing insteued per BCSI sections Bi B' o NO,os appgcob,e. Apply pores o each face 0 09/2015
t� d:.a.iny =tandt..a'Pla:e�o�=Iti.,:,,
n:rima. a dhision of 17W Bul;nin,g Cur�ncnen is nap c s..11 not u respno—t; for ony devio tlnn .ron
AN iTWCO^APANY this drawing, any foiwre tc h-dd tt tr—, In c�nrornance with Atd;t/iY'I t. or for I-.undimq. sNppiog' ert,20.5990 �Q` h1r4l. TWIT. LD, 60 PSF
ir- cin
tol lotion Z brag D= —'sse / -------- ---------
A soot on this drowinp Qr cover pace Ilst'ng this drowing,indica les occeptonce of prof es slonul �OL� .N
er.alnseriny responsibility sote,y Cor the desiyn shiw'n, the suwtaGility and use u` this drowiny
for any structure Is the responsihllity .of the Durtdlny Designer per AN`_'f/TPI I Sec.2. -- ----
133891akefronlDrive r., n e Inf.rr tion see this Jo,,'s genera, metes Pepe and 'J' B web sires
Earth City,MO 63045 ALPINE oatp:relew mon, TPF eww.tpinst or g, SBCA w wsbc,ndusrr,.org, iCC wwwlccso%e�arg Renewal dole 815012015 (°14X, 1F�ACI^lam
o i
CE'm ,ent
I -
�train+, (CLP;l hrr T-Rpinf
l l lis e'i:n ll is to i.e used when a Ccri tir)l-apl-,_ I_o tern
s spe_i ied en a truss design but arT alterrlativr av2b -P,cli
r-ein�Gr'cc-`mane me tl^:od is das'n-ai:{, L-P.einf
App! r to either- side op sieb marrow face
AttrrC41 wiU! 10d C0.1c8"x'?,0"+mini nails
e t 'c," o,c ReinForcirlg
minim ,rl 80%
Notc?s .�.ein el- lengt4,,
i
This Jetail s - tl-,e SpeCl'irld- CLR '�•
sl"rOv.rl on single pig ._ales designs to T--einfr,r.rel�lerrt ur
L-reinforei=ement pr�_Cab
riterrative reinforcement speciried in chart below mol 0P_ conservotive.
L:,r rlinlmulrl olt?rnative reil�frarCemer,t, re-ri.rn de=lrjr� Ixith appropriate
rainrorCerrerrt Type, -
pi,,,r
Pek�Memi er specific-�a CLR A' er r oti,+e Reil:for ecement
` CGI: (?:_�IiTrO!"cc'i�1F2ri�-�
I
Size Res tcolnt T- or L- Reir:P. .:.rob ReInF, _ _-
P web.
o ..�,------------------� ��� Noplore4thant+t, t!Fcab per Oce.
l ----------a i 2x6 -- o t r o,c. - — _
-is3 OI" -1 1 rrJVJ
2xiS I-ow
---- ----- 2>' PeirLorcitl memher !s C,
%r-= 2 row,_ ?xrS -2x4(1+') rlll'llr�um fUi: o vet_' meml2er itangtll
2X8 �i
I 1 row 2�6 1-2x8
I
---------------------------- —� i --
'
T-rein:Forc�r,ent, ! -1-elr.i'UrcelTent, 0, _coh rclr'!=orcer�ent to be Same
� I
species ante grade p;- belt friar web ;'Prber I.,nless specified
otr;cr-wise on Engineer's scored dle_lgn.
�k! Center scat:: oT, 'ride face of we'L' Apply (t) scr, � to E-n-h
Face hr' we!3. -- -- �7 --
I� i
I
i
4��Ep PROFESS,
w-WAPNINGIr' PEAU AND FOLLRJ tALL NOTES ON PHIS DRAVINU /Q / I C LL PS REL CLR Subst.
wwIMPORTAN r_ FURNISr THIS DPAVING r ALL CONTRACTORS INCLUDING THE INSTALLERS. ((� 19575 P 'y
DL PS_ _---------
_ c.�4•ricn',�n�, !,�nrll:r.y, Sl,lPpin�, n�+pllinO or,.V is cin(V. RCfe� ip Ti LA. L
=r,linw5:ha !otesrt etllHpnreF ECSi rr F.ul!:+Iti Cnnpanens Safely Inr--ern^-tion,I,y TP] and ..BCA Gcr sci etp _—___.---_--_--_---____—,
C'ICeS '-Icr 'CO rf]inin *.hese' !J C"C,�. nsia�len. Sliali J!"p�lCl�' tenpor aYY br'�t_ing per 3r$i
/ p'° p a' 'r r P DR.WG BRCLBSUBIO!4
rJrdesS n0tEd nth<Y w!SP, t�G .,prq gall f-•a:e L+r up?r:y Ct!aCn£d sLr:rr.tUrt, SV,e�thing a:,d bptton rhp�d �y� �`_
i -- :r,aa I,a.e u pro cr:y a+taches rigid tea q. Locoirons =hew:, For perno�en: ;ate'-ai res ro -. of gens 0 09/2015 ---------- --'-
��`'lrinp instnileri ppr IiL:1 ser_N�ns B'+ n7 nr R!D• es applka Ul'` Apply p!%trfs�tor each face
is �L�1)� A j� of tr_ss and r-epi on a: _noH abo.e ris on +�e �dr,t De-aa„ �;nlecs .peed other OREGON B�' i- ---.— F`-.F
I I� drawl- 16DA-Z : , c.ar.darc;'plo=e poslte,ns. 09/15 �
u LLL-�U t �J ReArpin a dlnslon of IT:� euu<,Iny r..,r goner,<, -wp L,c. s i,�u r..,+ hn i a Pn"ibla Fpr any ae•+lotlp,. r �n.20,19 �Q '[l' L D. P F
AN!T,,V':OMPA.,•IY ibis dr a.In D. any Fall.�re 'c build '.re,:tr us; in co��orr�o ace .i+,i, Ahli7/fFI 1, ur fer I-.o ndling, s1�ioPing,r.
r-talk tion & R,r,r;.,� ar
`D�OW• ----- ---------
r A sear on thl=_ drawing c� co+er page rlstk�g F.h!s droxing,indite fes ac[eptonce oT professional �-•�
engineering
resp o nsibArty s 4'eIy •=or the design shown The suit'LAUty and uzc + this drawing L LJR r F'C,
for any structure Is the responslbllity of she 9u(Iding Ueslgner per AN.-I!'HI lo_ .� Renewal date 613012015
13369 Lakefront Drrve r= ,er; b,fcrnation s thls inb's g.-::ei-a nem= poge mai :hese w sees AC�njG
Earth City,MO 63045 ALPINE r TPD w.cpbs t.,nro, SeCA� sl.clndp.try or g� ICG ccso Fc or-g
Gclble Stud i;eilr,Poi—err,ervt Detail
ASCE -10: is=D rrlpl'� Wi��r� ��peecl, i�5' I�lec,,n Heigi�rt, Err-,
E pos�,lre C, h:zt = 1:00
❑r-. 1110 mph `Find Speed, 15' Henn Height, Pcrtially Enc-IOsed, E',Pos:_u-e C, I<zt _ 1.00
Or: 10o mpl, ldlr�d Speed. 15' Meon Height, Enclosed, Exposure D. l<zt = 1.00
----- --T------.-Irii -------- c': 1 4 , a T i2) 2'n4 "I_' Brore *'r r1) 2:,r,, 'L' Bruce . (2i 2;,6 'L' Brace '.d I Bracing Group Species and Grades'
x4 Brace v 'L-' Fr ace U. 2> Ernce ------'---
-� able Vertical No �- -�- ------i-- ---- ---- r
-_ �� P.rar_es jl reu A Grou B Groop A Grour B Group A Gro'rp B Group A Group B GrI oup A t� 1 i Group A:
J int 4-'e`=!es Grade. p p i '1----- --- - -
--- -{I--- S rote-Fine-Fir Hem-Fir
'L I-F-----�---- iti i # ' 4' 1 E^ 4, g, --tLr I" 11' 6' 12' 0' I 1-i' 0; i4' 0' Ia' 0' 1� C'' --;--�'+„`I _.j Ii
j '• i - r St-q-rd k' i.I
�'r �------ -g 3” _9. 7' y' I]' I1' S' l�' 10" 14' 0 j 14' 0' 14' U' 14' 0' I �3 Stvd� #., tonSnrd
F r;3 -� 4' 9' -- ---J—
C�I �1 I Stud ! 4' 7 8' 6' 2' 9' 9' 'i ':- 5_� tl _0,_ I 1.1 0 �- -1a 0_ 14' 0'
iI I�IC Standcrd i-4'- �`,-�, 7' 0' - 10' 1 y� S�• 11' 5• 1 II 10' �3' 10, 14, 0' 14, N' 14' U• Uou,las Fir-Larcr. Snutnerr, Flr:er.,t
"s'�' j�' 4, 8, 9 10' 10' 2'� -- 0.
14 F
14` 0' _ I _s ud
_ _ _ t�t �-i
1 2, -�t 9: 8. I 1�,�, 11, E. T-1 0' 1 0' i- la' 0' 14' 0' �tanuord �c_nyora
# 4 _�— I - t 4' J' 14' 0' j 14' C' L----�
moi- j n II 7' 9' I1 il 11 ll' 14' 0 -- i
J 111- L_ itud_-�_d 8` - 1 CY I- 9 3' 9_ll tl' ' -- ll -t]- 140' v' j ---1,4' 0'0 Group 6
(-' _ I �StaYrd01-d 4' 7' 6'_ -E•' +' 2' 2' _8' 9" L" _11 10' Ic 10' 13' 0
_S' 6' �+ 5 13'_91 14' 0'-I 14, 0 14. 0• 14 = H
� en-Fir
-
=r' I - I�P I �'j_ -� ----t - -9-9-- --10l It' 11, 4" id' 0 13_'_?_- 14' _0' 14• 0• I,i,..0'- i`} .0, f
J �I F Stud j-5' 3` —9_S" µ 91_7"-- 10' 11' 11' a'_ 13 u_ -13 /"- 4 0" -1.1' 0" 14- D' t4' 0" --f71- -
_- ----------�-- _ _ ilougias Flr-Larch .outhem Ph,err'•
10' icl" ll'_•i- 13' 0' l:f' 14' 0" 14' 0' 14' 0' 14' 0'
--- —
�� 9• 9 -- _- - -, }. 13' lU' 4' 0'---I I4' 0" 14' 0• t L-+.' D'- ��41 kl
_ SSI } S' b` _-J'_LO" 11' 3" li' 8^- -i3— I - .. 1
�: :� y° I1' 1' 11 6 3-- ---
° 14' 0' 14, 0' 14' 0' 4' 0' -
F -- ---- --- - �1--
— �-5, o' 1; i1'_5' _I3 1_ 13_8' - la Via/ ` l.i' C' 4' 0
�L �# - - - _ -)_ I1>4 Broces shall be SP13 (Stress-Rcted Bour:9i.
T- L `'---I-----
(yl j �.t u,d--_ 5 P'-6'�_9' 1 11' 0 IL' S 3' 1" j 13 8 14' 0' ld' D' - 14' U' ( L4' D" (� or tx» So. Pine use enty Indus:r inl 55 or
b�-5 0' - 10 U' L=' `.0 13' 0 T 13' 7- -L1' 0- 14' 0- 14' 0' t4' D"-� I x�[nd-+striat a5 >t'ess-P-a ted Boards. Grout= rjl
y ---- Y,1_/ #� c I I 1L" 10' 8' 12' c 12 8' l L3' 2' i_14-0'- 14' 0' i1 0'-i-14' 0' 14' -otr,es r•uy_Ue usaJ with to=se orades._�
P C- --�— '-1--- O' c-' 0" 12' b' Id' 0--j 14' 0" 14' U' 14' 0- 1 14' 0' i 14' 0' Gubl= TruSlm Detail NI(Dtr>S:
(� _ _ _ tit 9' - � -�_lll /' 1 12' U• 12' I_ 0' 1__0" t4� n• 14' Ci' 14' 0' !4' 0' Wind Loed deFle.-tion criterion Is I_/240.
Stu j S' 10'
1 l`, I r�i `_lc• U_ 12• b' 14' 0' 14 0' l4' 0'� 14' 0' 14 0" 14 P:-.,ide uali-t connections for 35 pti aver
J S-andord - - -�-__ -- - ---- c y
(� f�1 �' 4.- I :r3• 6' 1 10' to, ]r' 4' lc ll 14' 0^ 14' 0' !4' il'�- 14' i0' i 14' 0' ' Iti' 0_J continuous beariny (5 ps. TC DE'ad Luudi,
�) i0' 4' 1U' 8• 12' 2' lc' B' 14' 0' !4 0' i4' 0' 14' 0-t !4' 0' 4' 0 Guylie z2' supports loan iron a' D. utfook>rs
„• -- 5 ;i' - _--tr^ 0 r" I2' 1" 2' - Ll' U' la 0-T-14 la 01
r-la, Ci 14• D. Witt, tr ov=rh,ng, or 12' pl;•'ood c erhann.
(U - 9 !0" - IO -12' l 1"r_' 14_ 0' I 1 0' 4' l4_0'
D. �_ Stud_ __G1f,- _ - - ---{ ---- --- --1
-�- _
- -Ic 5 14• !" 0' 14 O� la' U' 14' 0'
--`---- -- Sturirlal-d j S' j _ o' =1-11_- ----I - -- - u
-- � SYnn y7,IA?tach 'L" brutes wPlr: lON iq.t24"r J.O' r'ro Halls
AI'Jou tIL c
>i( or Q) brace: spo[e nnils u*. "' e.c.
in 13" end zones ,tnd »" -).c between zones.
i
at
O;For i27 "L' braces: spur
e nn0.s 3' a.c.
U!c yOnul
orace option: -'- In 13' end sones and 6' o.c betwee, zones.
ertical iength r,oy be 1 - i i i l/ �i I �I T � .\�l� member
brocing must be o ninnSTI.STI.inuof So*" Oeb
doslale when Wayonal �� � ember length
brnre :> —J, Cermet t ;
�j V --
dicgon�l
h Icai ate .izes
at each end. too" ,.en /1 j / '•I
totol length Is 14'. i d '1 I I �\ Less than 4• 0' _ IY.4 or 2X3
OF-L k2 or _I I.�'I i i ��� i te.' 1,, , 4' 0', but r�A 1 (I
better diirg-(P r i I i i \\ tete :Han 11' ti'
/ I braccj Single i I I I I r J
'✓Er?fcat length ^>hr.v,n i� ,'� 1 I jt8' I ;{: i+'1 j �) 1 �_� li Greater thou 11' 6' i
Or !+ouble rut
.n tab!a nbo.•e. ,1-f' I \ I -\ t��\\Y + P'e i'er to corrnor, trusq design fer 1
/ �'. i �s• 1 <as spawn) of I 1_ 1
I•f t i 4 I � - ___ _- --1�1� --- L—' -- I F'enk, splice. and heel plot>
( * upp E'r end tI I
�l i ror+tD,uous Beorinq/ r Ee Fer- to the Building Ileslgner >=nr condltit�ns
Lonr:ect dio yor:oi nt J �q PROF no; addressedby this de loll.
Pe Per ti cl',ar-t above fol- MCI R lP r
roldpolnT o* ver Heol web, l
-WAPNINGIew RLAD AND rOLLOW ALL NL1ES ❑N THIS DRAWINGI �J G�NF /Q Rr�
EF P„CE%-10-':)AEIP.015
-IMPOP.IAtll+w' FURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ui `� /L -------------- --
'Tr-ussas require �;,r�e macre In Fonrlcating,hanNl:ng, 5'r:Ppi•.q,Instol,ing one,brar:ng R¢Pe. to apo 19576P r DATE 10/0t/14
L- the Iu[est cNl tlor:rreiF RC51 <Bu!Idinn Conppnent Sofe'Cy 1++''o%Hellon,Uy TPI -J SBCA1 fur sofety -_ _--_ _
Proc deet Pr'!or to Perla nl:g these <.u�C{In•.s. fns milers shop orovide ta,•:p--y hrn Clog Per' QCS1. r� r-
Uhl-, nc•ted other erre, top chard shn'I hove P'JPerly ottn_I�ed st%'rctur::l sheothing nr:d Uptton cY:orU DRWG Y,1CnI.�I_�•�I—l�l vl.-+_
\> ,•. ShNI hove n F-per!y otto coed rigid ceiling. Locnticnz shown For ••erT:onect Icter e' res trolnt of nebs
r; �=1 sholi hive U,-nclr:g insta�ed per Nf SI sections B3. QP nr Q10. ., eppllcebl e. APPIy P'otes to each :nve U p9�2�15
and positron o: shown 2'reve a,:l cn th•. JG"t D2to!ts. unless metra etherwlse.
i�JLJ l i ( -�J Pefe+' CG drowing5 I50A For stondord,It4 to Positions. ne , _ QR N
L� a cF vision �i IT'S' 2t„Jing C Grou a a nny 'e'tbn . y /0 ��� �
Arpine, anpenen is P fnc. sl:a 1, n esper:bte r _
AIN 17W COMPANY thin droving, anti in�ur'e to build the truss in confornonCe with ANSI/TPI '.,or- for n-11,g. 5n•Pr>'n9.ra ,� '71P.201eg� Q. i•1A,�. I❑T. L.D. 60 P-SF
Inst000tlor.S bro Cing aF t asses. ---
A seal on this drneing o cover poge Iletin, this draring,indicotes--Ptance of proresslonol OL
englneerk,g resp.:n wi ty solery For the deslgn shorn. The stdtabruty and use ,, this droving
Fnr any structure Is the -SP of the &.itding designer per ANSI/
13389
1 Sect. --
13389Lakefmtbwe For n e inForoation see this ;Pb's generol notes Pcge -d*-hese .ab s+es 'ACii�I� �`t raF
Earth Gty,M063045 ALPINE' w ore
ptneltw con, TF1 w mtph,sinrg, SAC:..w wshc,ndu.tr y.or g, ICr. .wwlccso Fe org Renewal dale 61302015 MAX,MH,C �'�