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JOB NO:
1 15' I- 16' I 9' I
1215108
I 40'
I
PAGE NO:
1 OF I
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1 VMG7175Z 1 1 1 5091 612
Truss Fabricator: Truss Components of Oregon
Job Identification: 1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR
Model Code: IRC
Truss Criteria: IRC2012/TPI-2007(STD) , p PROF
Engineering Software: Alpine proprietary truss analysis software. Versions 15.01 .1
FS'�
Truss Design Loads: Roof - 42 PSF 9 1.15 Duration 0�5 �C'i N� 11 ,y
Floor - N/A 19576P �i
Wind - 120 MPN (ASCE 7-10-Closed) 411111
Notes: 12 15/2015
OREGON
1. Determination as to the suitability of these truss components for the •r
structure is the responsibility of the building designer/engineer of 9"rO"'a0'�N .
record, as defined in ANSI/TPI 1. C ' W
2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 MmemgOsieWn12017
Garold W.Heal
Details: BRCLBSUB-12030EC1-6BLLETIN-CABRST10-NIPFRAME-
Subnitted by OWN 09:15:42 12-15-2015 Reviewer: OWN
$ $
# Ref Description Drawing# Date
1 96765--A 15349058 12/15/15
2 96766--A1 15349059 12/15/15
3 96767--A2 15349060 12/15/15
4 96768--A3 15349061 12/15/15
5 96769--A4 15349082 12/15/15
6 96770--B 15349063 12/15/15
7 96771--81 15349064 12/15/15
8 96772--B2 15349065 12/15/15
9 96773--B3 15349068 12/15/15
10 96774--B4 15349067 12/15/15
11 96775--85 15349068 12/15/15
12 96776--B6 15349069 12/15/15
13 96777--87 15349070 12/15/15
14 96778--B8 15349071 12/15/15
15 96779--B9 15349072 12/15/15
16 96780--610 15349073 12/15/15
17 96781--FO 15349074 12/15/15
18 96782--FO1 15349075 12/15/15
19 96783--X 15349076 12/15/15
20 96784--EJ1 15349077 12/15/15
21 96785--EJ2 15349078 12/15/15
22 96786--SJ1 15349079 12/15/15
23 96787--SJ2 15349080 12/15/15
24 96788--NR1 15349081 12/15/15
THIS DBS PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - A)
Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 20.61 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x6 OF-L #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 Hf Std/Stud
Wind loads and reactions based on MWFRS.
Special loads
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) In lieu of structural panels use purlins to brace all flat IC D 24" OC.
TC- From 66 plf at -2.50 to 66 plf at 5.94
TC- From 33 plf at 5.94 to 33 plf at 11.06 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
TC- From 66 plf at 11.06 to 66 plf at 19.50 per IRC-12 section 301.5.
BC- From 4 plf at -2.50 to 4 plf at 0.00
BC- From 10 plf at 0.00 to 10 plf at 17.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
BC- From 4 plf at 17.00 to 4 plf at 19.50 load is 1.50.
TC- 345.00 lb Conc. Load at 5.89,11.11
BC- 105.50 lb Conc. Load at 2.00,15.00
BC- 106.71 lb Conc. Load at 4.00,13.00
BC- 214.65 lb Conc. Load at 6.00, 8.00, 9.00,11.00
•
4X5= 4X5=
T2
\mss
6 3-6-10
1' V
0-7-0 ..-----------e----''
0 MI
0-7- 19-2-0
-
3X5 III 3X5=
4X5(B1)= 4X5(B1)=
2-6-0-----1 L.-2-6-0 _1
5-11-4 'k 5-1-8 .1{ 5-11-4
5-11-4 _I_ 5-1-8 _I, 5-11-4
17-0-0 Over 2 Supports
R=1721 U=159 W=5.5" R=1721 U=159 W=5.5"
Design Crit: 1RC2012/TPI-2007(STD) E0 PROFF
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0y40 Oft
lO OR/-/1/-/-/R/- _ Scale =.375"/Ft.
) eawM/1/191ie READ Atli roues ALL NOTES ON nus DIWIIIDI IQ . TC LL 25.0 PSF REF R7175- 96765
Truss N4tph Ave,of Oregon 597 357-_118 malgpggT .r RADOM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`
825 N 4th Ave,Cornelius OR 97113 Trusses encraw are in fabricating.i n handling, shipping, 8675
require g, at on, by Installing sit)bracing.Refer ov and Volfprior TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Conporwnt Safety Ie tore tion, TPI and MCA) for safety prectlaes prior - %/
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, Ø .
�, _
top chord shell have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 1 D.D PSF
rigid ceiling. Locations show,far permanent lateral restraint of webs shell have bracing Installed per BCSI 1-15/2015 DRW CAUSR7175 15349058
A o}�N sections B3. B7 or BIG, as applicable. Apply plates to each face of truss and position as shown above end on 1 2
the Joint Details, unless noted otherwise. Refer to drawings 16GA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH
Alpin, a division of ITS Building Components Group Inc. shall nut be responsible fur any deviation from this J
drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,
AN nil/COMPANY installations bracing of trusses. 9 I.NN.2(09 '. TOT.LD. 42.0 PSF SEQN- 186204
seadrawing
A l on this ding or cover pogo listing this drawing. indlearas*aepwo
tof professional ginowrinp r _
responsibility solely far the designels., The sultmbll lty s use of Carle drawing for a0'stn.-tarstheIs r OC,11 a��
835!RuvanaCircle roenalblllty of the Building Doelgrer par ANSI/TPI 1 Bets, OUR.FAC. 1.15 FROM i KE
w
Sacramento,CA95828 For more information see this Job's general notes page and these web a RenewelDate6130/201f SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:aw.alpineltw.com: TPI:wae.tpinst,org:rTCA,wme.sbclnduetry.con: ICC:www.iscsafe.org
(1 21 5108--FOUR D CONSTRUCTION CO, -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 OF-L #2 :T2 2x4 HF #2: 120 mph wind, 21.11 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
:Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels use purlins to brace all flat TC w 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, Ce=1.10,
CAT II & Pf=21.17 psf.
2X4 III
3X5= 3X5=
T2
1.5X4 /� !• MM 1.5X4!
I
\ 4-6-10
6 I \\\\, / \.
I6
0-7-0 —
0-7- 19-2-0
3X7= \ 1
3X5(B2)(R) III 3X5(82)(R) III
—2-6-0 71 IE-2-6-0-->J
5-6-0 8-6-0 I_ 3-0-0WiwC 3-0-0 I_ 8-6-0 5-6-0
""IL— 7-11-4 1-1-8
—I 7-11-4 — I
'< 17-0-0 Over 2 Supports
R=967 U=67 W=5.5" R=967 U=67 W=5.5"
RL=99/-99
Design Crit: IRC2012/TPI-2007(STD) ,FO PROP.
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0 . 1 : _ S'p OR/-/1/-/-/R/- Scale =,375"/Ft.
Trues Components of Oregon 1503)357-2118 "WARNINGS"READ ANO TOURS All IDTET OM THIS DRAMS! f� I �.
825 N4th Ave,Cornelius OR 97113 'e1■soRTARTfe FURNISH THIS DRAINS m ALL CONTRACTORS ucumlw THE oareuFxs, (� G c �$ TC LL 25.0 PSF REF R7175- 96766
Trusses require a trams care in fabricating, handling, shipping. installing and bracing.Refer to and follow
19676 P 'y
the latest edition of SCSI(Railding Component Safety Information, by TPR and WTCA)for safety practices prior ' " , TC DL 7.0 PSF DATE 12/15/15
to performing these functions. Installers shall providetemporary bracing per SCSI. Unless noted otherwise,
I ,0141164 lop chord shall have properly attached structural sheathing and bottom Chard shell hew a properly attached /J.
rigid ceiling, locations al.p.e.for permanent lateral restraint nr dabs shall hada bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15349059
T! sections R3. R7 or RTD. as applicable. Apply platac to each face of truss and position as show,above end o
—11 pi L1 the Joint S tails, unless noted otMrwlse. Refer p areairgs tRDA-Z for atentlartl plate —7::i
n 1 'ISI201 S
.4 I AiPin", a:,,,Salon"f 1N Daild ng�," .n a eOro"p " shall n,t be raaPa,d;ble f"r alp da„lation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH
drawing, any failure to build the truss in conformance with ANSI/TPI 1. ur fur handl) —
AN ITW COMA4NY installation f,bracing of trusses. �' shipping. 11 "+a,zo,ass° J TOT.LD, 42.0 PSF SEQN- 186213
A seal an this dffIng an eeaar pap.listing this erowiry Indicate&.aoeptence of professional engineering RO� .Owe
responsibility Solely for the bailor.shame. The suitability and ase or this drawing for any.tractus le the Tt
8351Rrnana Ciitk reepan.iblilly or the Building Designer your Am41/TPl I See.a, DUR.FAC. 1.15 FROaI IKE
Sac:emonte CA 95828 For rare Information see this Jobs general notes page and these web sites:
ALPINE:ww.alpineitw.com; TPI: mww.tpinat.org;RTCA:aea.sbcirmstry.ron; ICC:ww.lcesafe.org Renewal DaRe8f30t2QT7 SPACING 24.0' J RE F- 1 VMG7 1 7521 1
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - A2) THIS DWG PREPARED FROM COMPUTER INPUT (Loans&oIMEWS iONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #2 120 mph wind, 21.25 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof. RISK CAT It, EXP B, wind TC OL=4.2 psf, wind BC L=6.0 psf.
Webs 2x4 HF Std/Stud
:Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MIFRS with additional C&C member design.
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 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5=
i
1.5X4$ Ilii 1.5X44
-\ / :� ,
�,„” 4-10-0
61----- I6
0-7-0 •�/ --- `: 0-7-
— 19-2-0
3X7=
3X5(82)(R) III 3X5(B2)(R) III
---2-6-0 1 -2-6-0-->-J
5-6-0 I_
8-6-0 3-0-0 3-0-0 I_
8-6-0 5-6-0
(, 8-6-0 _I- 8-6-0 _J
1 17-0-0 Over 2 Supports >{
R=903 U=68 W=5.5" R=903 U=68 W=5.5"
RL=103/-103
Design Crit: IRC2012/TPI-2007(STD) ,EO PROF
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .y. .4: - �S's+ OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon1503)357-2118 ie lINnl caw READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� a 't45"
/:L� V
pp
...IMPORTANT'. PImNIbX THIS DRAWING TO ALL coNIMACIOMs INCLUDING THE IasT)LLL6Rb. r? TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97133 Trusses require extreme cars in fabricating, handling, snipping, installing and bracing. Refer to and fallow 175 P '� REF R7175- 96767
the latest edition of RCS!(Building Component Safety Information, by TPI end MICA)for safety erectiees prior 4 r , TC DL 7.0 PSF DATE 12/15/15
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise.
top chord shell have properly attecnad structural Sheathing end bottom chord shall have a properly attached /s �/ BC DL 1 0.0 PSF C
rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI NW CAUSR7175 15349060
.4��Q�O section,E3, E7 or SlU. es applicable. Apply plates to each face of truss and position as shown above end on 1 C
tf:Joint Details, unless noted oUerwi Se. Refer tc 7.-:::,:.--,...:-...:=7:::::7.::-::::;.,,
rawings 1WA-Z for standard plate::-iiia::. IJ/L J BC LL 0.0 PSF CA-ENG GWH/GWH
I Alpine. a division vF ITN Bu tiling Gwsw cants Gr:up Ineneli me be responsible fur a y Wv1aC or.tram tNs OREGON
drawing, any Failure to build the true-in conformance with ANSI/TPI 1, or for handling, shipping,
AN ITN/COMPANY installation&bracing of trusses.
A..el Pebble drawing Sr coyer pagelisting tnia drawing. Inditet.o ana.ytawa..f prefea.ien.l.nyiw..rinp 99' °"•2n,to�! TOT.LD. 42.0 PSF SEQN- 1 86206
responsibility solely ger tho design.been. The suitability aro!use of this drawing/or shy structure is dila `/
8351 Rovaha Circle reeponeibility of the building o..lgiar car ANSI/TF1 1 Sea.,. �� w• DUR.FAC. 1.15 FROM I KE
Saclamcnto,CA95828 For more information see this Job's general notes page and these web site,: Renewal Date&30M017 SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:waw.elpineltw.con; TPI:wee.tpinst.:rg; MICA:www.sbclMustry.con; ICC:wwe.iccsefe.org
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. —LOT 20 MEDALLION MEADOWS -- TIGARD, OR — A3)
Top chord 2x4 DF-L #2 120 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
:Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
per IRC-12 section 301.5. load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1,10,
CAT II & Pf-21.17 psf.
4X5=
t
1.5X4% BS 1.5X4
// \ „ ' 6 4-10-0
61
\ /
PI
0-7-0 I 1/ _f 0-7-0 19-2-0
=
3X7
3X5(B2)(R) III 3X5(B2)(R) III
-2-6-0 >I
L 5-6-0 8-6-0 I 3-0-0 ),I..c 3-0-0 I 8-6-0 5-6-0
8-6-0 ._L. 8-6-0 �l
1< 17-0-0 Over 2 Supports d
R=917 U=71 W=5.5" R=715 U=34 W=5.5"
RL=79/-88
Design Crit: IRC2012/TPI-2007(STD)
PLT TVP. ITWBCG Wave FT/RT=2%(096)/4(0) 15.0ff.:11GiNekt.:-..b,,_
'1' "..6 FS OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components ofOre on (503)357-2118 "MININGI as READ AND HOLM ALL NOTES ON THIS DRNEINSI TC LL 25.0 PSF
825 N 451 Ave,Cornelius OR 97113 'el +rmar• nemisN THIS DRAWING Til ALL COINIACTSQS MCMI Ng»w INmuns. e REF R7175- 9676B
Trusses require extreme t re in fabricating, handling, shipping. i stalling and bracing.Refer to and fallow19676 P 7 TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Component Safety Information. by TPI and!RCA)for safety practices prior
to performing the,.functions. Installersers shall provide temporary bracing per SCSI. Unless noted otherwise. %f
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
�� rigid ceiling. Locations shown for permanent lateral restraint of websshall have bracing installed per SCSI /- i BC DL 10.0 PSF DRW CAUSR7175 15349061
n sections 83, 87 or 810, as applicable. Apply plates to each face of trussand position as shown above and on _
n LF]NI t; hejoint gataila, anlaaa natal:n7r ice..`Refer to drawings,e�A_Z fartandard plate poaitinro. 1..15/2015 BC LL _ 0.0 PSF CA-ENG GWH/GWH
/moi 11 I AIPi o. a aro clan of Inl eaildi�case" s OrnuP Ino.snap not be respansime ran any e."isuon frac.this OREGON
AN ITW COMPANY imtaIlet�o:abratng"of"trus�.truss ` "°"faroorve with ANSI/Tal '' or for handling, shipping, °./ TOT.LD. 42.0 PSF SEQN- 186209
Aural.n Wit droning or eager pogo limiting this ara.l� indiums..se.pt.ne..f prefebsiai.l anginewrlag I `wee.20,19"
responsibility..I.w for non design.Iie.I. The suitability.d n...f tel.dr..ing for any.sruwnire is the DUR.FAC. 1 .15 FROM I KE
11351 Ruvaim Click r..fe sibi l ity of the Building Designer par ANSI/TPI 1 S.a.2. .rOt o W W.��
Sacramcnto,C,A99828 For more inrormetInn see this job's general notes pogo end these,.Pb sites: SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:.ea.alpineita,coe; TPI: .ww.tpinst.org: eTCA:r.sbcinduetry.cae; ICC:www.lcasafe.org Renewal Date 8)9012017
Mk
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - A4)
Top chord 2x4 DF-L #2 Special loads
Sot chord 2x6 DF-L SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
Webs 2x4 HF Std/Stud :W3 2x4 DF-L Std/Stud: TC- From 66 plf at 0.00 to 66 plf at 6.00
:W6 2x4 HF #2: TC- From 33 plf at 6.00 to 33 plf at 8.74
TC- From 66 plf at 9.74 to 66 plf at 17.00
120 mph wind, 22.18 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in BC- From 20 plf at 0.00 to 20 plf at 6.00
roof, RISK CAT II, EXP B, wind TC DL.4.2 psf, wind BC L=6.0 psf. BC- From 10 plf at 6.00 to 10 plf at 17.00
BC– 1224.95 lb Conc. Load at 6.00
Wind loads and reactions based on MWFRS. BC- 625.87 lb Conc. Load at 8.00,10.00,14.00,16.00
BC- 676.18 lb Conc. Load at 12.00
(a) Continuous lateral restraint equally spaced on member.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TC e3 24" OC.
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 1.50.
5X7= 1.5X4 01 6X8(R) III
s1- 1!1iiI ' I
5-3-11 5-5-7
If B
00 ls-2-o r /
3X10 III 5X7= 8X10=
4X8(BBR)
4X8 III
3-10-5
I` 5-11-0
5-11-0 3-9-14 3-4-13 4.0 3-10-5
L— 9-8-14 7-3-2
fc 17-0-0 Over 2 Supports
R=2342 U=197 W=5.5" R=3286 U=310 W=5.5"
Design Crit: IRC2012/TPI-2007(STD) _ .D
_PLT TMP. ITWBCG Wave FT/RT=296(0%)/4(0) 15.01.E '+': t, 6,,
OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon 503 357-2118 eeWWIMOIee READ ARD FOLIAR"u NOTES ON THIS o""""s" �GtP4E �pZ TC LL 25.0 PSF REF R7175- 96769
pptl tYo eeltPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
825 N4tlt AMC,Cornelius OR 97113 Trusses require extreme care In fabricating, handling, shipping, - ng and bract 19575P
"s:Qty"r to and rpr'" 9 TC DL 7.0 PSF DATE 12/15/15
the latest editionoffunctions.ct [solidest Component sha Saproy Information, by lel and NSCSI for safety practices Ise. Si,o performinghe these lInstallers stn shall provide temporary bracing per alb). Unless noted otherwise. {
top chord shell Nave Ponseshoattached manentela,sheathing and of web chord,hate have a properly attachedeSI / ,/ BC DL 10.0 PSF DRW CAUSR7175 15349062
,041164
rigid calling, or 01 , a aeppi fore. Apply lateral restraint ft or wets shall have bracing enhInstalled per doe
,4[ L [I N TM sections aa, . or at et.ieeaba Apply plates to sato feta of truss and position as spawn above end on
_, tba Jalnt Detetls, unlaces na>:.d Atha..-. :afar to drwints taGA_z far ste,dard Plata peaitiana. 1 15/2015 BC LL 0.0 PSF CA–ENG GWH/GWH
I Alwin, a yif i lur at DTD ad the y truss
inenis Armon Ips.start not b1 rorPfarihan len ens dpping,an from tole OREGON
drawing. any failure to bora set t ss in nfa asnca with ANsvrnl+. or for handling, snepping, TOT.LD. 42.0 PSF SEQN– 186252
AN ITW COMPANY installation a bracing or trusses. _
A aril alt this drawing er corer P.G.leasing this Orrin*. Indleatee Gee pteee.of prole..lan.l engineering e9 `on.20 19� f
responsibility.al.ly for the design sham. Tho suitabilty and ewe of tele drawing far alt/structure the
Rpt .��. DUR.FAC. 1 .15 FROM I KE
8351 Rosana Circle responsibility or the NWldIng Designer per AlmI/TPU 1 See.2.
Saemmcnlo1 CA 95828 For more information see this Job's general notes page end these web sites, SPACING 24.0" JREF– 1VMG7175Z11
ALPINE:www.tpinst.org:STCA:ew.sbclndustry.con: ICC:.clpinaine.con: TPI:ewee.locsafe.org Renewal Date a13012017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - B)
Top chord 2x4 HF #2 120 mph wind, 20.61 ft mean hgt, ASCE 7-10. CLOSED bldg Located anywhere in
Bot chord 2x6 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS.
Special loads
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Right end vertical not exposed to wind pressure.
TC- From 66 plf at -2.50 to 66 plf at 5.94
TC- From 33 plf at 5.94 to 33 plf at 15.00 In lieu of structural panels use purlins to brace all flat TC a 24" OC.
BC- From 4 plf at -2.50 to 4 plf at 0.00
BC- From 10 plf at 0.00 to 10 plf at 15.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
TC- 345.00 lb Conc. Load at 5.89 per IRC-12 section 301.5.
BC- 105.50 lb Conc. Load at 2.00
BC- 106.71 lb Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
BC- 214.65 lb Conc. Load at 6.00, 8.00,10.00,12.00 load is 1.50.
14.00
4X5= 1.5X4 III 5X5=
1.4:1 -T-
\ 3-5-5 3-6-10
6 (-
0-7-0 II NI MIMIMMIMM
J 19-2-0 i
4 3X5 III 4X12= 3X5 III
4X5(B1)
L 2-6-0 .--..-1
L
F' 5-11-4
5-11-4 14` 4-4-10
4-4-10 4-8-2
1....________L-:11:_-11___________„1„. 9-0-12 J
I 15-0-0 Over 2 Supports >1
R=1418 U=137 W=5.5" R=1225 U=101
Design Crit: IRC2012/TPI-2007(STD) 0 PROF
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.► is A ,S,r OR/-!1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-2118 •e. PPNGle•REAR AND,m 1g ALL rats on uus o siosl �yG1N�F� �0y TC LL 25.0 PSF REF R7175- 96770
825 N 4Th Ave Cornelius OR 97 13 "1�RTMITa• FURNISH THIS DRArIN6 TO ALL CONTRACTORS LIC WBINS THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing.Refer to and follow 19575 P 9 TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Component Safety Information, by TPI aro IITCA) for safety practices prior t
to performing these functions. Installers shall provide temporary bracng per BCSI. Unless noted otherwise. -
top chord shell have properly attached structural sheathing end bottom chord shell have a properly attached
AP I� '. rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI /- BC DL 10.0 PSF DRW CAUSR7175 15349063
A ��N I CAltlona g3. 67 or 510. es applicable. Apply plates t each feta of trussand position as shown shave end on 1 t`20 1 5
he.loin Details, unless noted otherwise. Refer to drawings160A-Z fortendard plate positions, J/G J BC LL 0.0 PSF CA-ENG GWH/GWH
Alpine. a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this OREGON
drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. 6 G
ation
trusses.
AN iTw CObIPANY ..seal.Ibl I its bracing
Sr Se Malignpasham. The suitability,ty indicates f this*ring any structure I.s �'i"v n.20,lgeo V TOT.LD. 42.0 PSF SEQN- 186230
A seal al this dully etheer .P .. thea drawing, le and 5.5 macadam*thof professional Peanyst ucture is t Ir ) `a,
8351 RuviumCiisle r.SSensiblllty of 1e,.Building be.igler per N61/TPI 1 See.R. '�a CIO
R '•. DUR.FAC. 1 .15 FROM i KE
Sacramcnb,CA 95828 For more inrorm.tipn see this Job's general Rtes page and theme web sites: RanBwgi Dateammo1T SPACING 24.0" JREF- 1YMG7175Z11
ALPINE:www.elpineitw.cem; TPI: wuw.tpinst.org:BMA:ibcindustry, : ICC:wow.Iccsafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 81)
Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 21.11 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 DF-L #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .0 psf.
Webs 2x4 HF Std/Stud :W3 2x4 HF #2:
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels use purlins to brace all flat TC e 24" OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5= 1.5X4111
1.5X4 HI
f 1
T2 '
i
/% W3
4-4-15 4-6-10
s/---------
0-7-0 n
iii 419-2-0
3X5= 3X5(R) III
3X5(B2)(R) III
It 2-6-0--->J
5_11_00 y 2-0-4 _1_ 9-1-07-0-12
7-11-4 I 7-0-12 ,1
15-0-0 Over 2 Supports {
R=834 U=55 W=5.5" R=626 U=47
RL=112/-36
Design Crit: 1RC2012/TPI-2007(STD) O PROfi
PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0 is _• FS,�, OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon 1503)357-2_118 ••WARNIMG1.*READ AND FDLLON ALL WIER OM MIS Dwm1Ncl aG�N�F O TC LL 25.0 PSF
pp R 1 ••11WatTANT.• MINIM THIS oumlwa m ALL carmAcmAs neumlw off INSTALLERS. REF R7175- 96771
825 N 4tli Ave,Cornelius O 97 13 y
Tru in fabricating, handling, shipping, 1 telling and bracing.Refer to and foil or 19575P �• TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Component Safety Information, by TPI and MICA)for safety practices prior
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. _
op chard shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 15349064
rigid calling. Locations shown for permanent lateral restraint or webs,,hall have bracing installed per Res' �-.
sections 83, 87 or 810, as applicable. Apply plates to each face of truss end position as shown above end1 w ISIZO),S
(� O)[1T. t e Taint Oetaila, anleaa rotas eche anus. Refer to drwings,BOA_L,r`etanderd plata ppaitlam. on BC LL 0.0 PSF CA-ENG GWH/GWH
Ail
[IN
Ahvi e, a dwlsipn or rn Bunm�c.wpananta croup Ins. arae at ba responsible far any dewauan fro.this OREGON
drawing, anyfailure to build the truss in conformance with ANSI/ipI 1. or for handling, shipping, —.a
AN ITW COMPANY installation&bracing of trusses. v G TOT.LD, 42.0 PSF SEQN- 186228
. A seal en this oral,*
Srer corer page listingdrawing,this drawl , Indicate*eoaept row of pref.ealaa
.l glr..rlsg 9/Q an.20.19� V,_1 r
.loan, The suitability and
responsibility solely far the design Nee.f thie drawing for miff structure is the ptD W•r DUR.FAC. 1.15 FROM I KE
8351 Roma Circle rw.p.albillty of the bedding Designer par ANAI,lp1 1 See.2.
Sacramento,CA95828 far mar® +nfarnatlonthla Job's general tea gaga end theme tab sites:
RenewaIOgteB130n01T SPACING 24.0" JREF— 1VMG7175Z11
ALPINE, ,eiplveitw.com; TPI s amm.tpinst.org:"ICA:ess.sbcindustry.comi ICC:wew.lcceafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 82)
Top chord 2x4 HF #2 120 mph wind, 21.61 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=6 .0 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS with additional C&C member design.
•
In lieu of structural panels use purlins to brace all flat TC m 24" OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5=
3X5=
� 1
/ r ,
3X5 y /
I
5-4-15 5-6-10
6 I— /,
/%
//i
__ N // __
0-7-011- +19-2-0 P
—I--
1.5X4111 3X7= 3X5111
3X5(82)(R) III
2-6-0--›.1
L 5-11-0 >I� 4-0-4 >Ix 5-0-12
5-11-0 4-0-4 5-0-12
9-11-4 _1— 5-0-12
k15-0-0 Over 2 Supports >{
R=834 U=52 W=5.511 R=626 U=56
RL=136/-38
Design Crit: IRC2012/TPI-2007(STD) EO PROF.
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.P/ _N%! S41 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon03 357-2118 •eesiusieiDi ee READ AND FOLLOW ALL(orfs ON THIS DRAWING! a C1` �`
5825 N4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. 19575• Z TC LL 25.0 PSF REF 87175- 96772
-
Trusses require extreme c re in fabricating. handling, shipping, installing and bracing.Refer to and follow 9 TC DL 7.0 PSF DATE 12/15/15
Shall the latest edition of SCSI (Building Component Safety Information, by TPI and"RCA) for safety practices prior 4l
to Performing these functions, Installers provide temporary bracing per SCSI. Unless noted Otherwise. r
'top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached DRW CAUSR7175 15349065
,041116 ,
rigid ceiling. lacatiane snown for permanent lateral restraint of webs shop have bracing installed per BCS( KAI
BC DL 10.0 PSF
va ....tion.63, BT or 1110, as applicable. Apply plates to each face of truss and position as shown above and on 1 '15/2015
All the Joint Retells,unless noted otherwise. Ref,r to::-.—.1.6"-::::p.-.7.,::::::::::.',.'7.:;.„
rawimJa 1soA-Z Tor stendnra plate positions.
=3) N H. AI Ina, a:,:Ishan of in BW itli C gran Incshall hat ba r hble far tbviatlan ham this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH
J=3)1]
drawing, any failure to build the ntrusssiineconformance with ANSI/TPI 1,or for handling, sshipping
AN irvvCOMP.NY Installation A bracing of tresses. e5r `+n.20. .50 TOT.LD. 42.0 PSF SEQN- 186222
A sawI en thle drawing er waver pegs listing this drawingIlwstms sseeptanoe er pr seri,Tel engineering {�
reepenslbllity solely for the design sheen. TM multrblliMty and nee or this drawing for any structure le the
OC g 101. e'
8351 RoSlnd Circle r..paneibility of the building Deeignwr per ANSI/al 1 See•2. DUR.FAC. 1.15 FROM I KE
Sacramento,CA 95828 For more Information see this Job's general notes peg,and these web sites: Renewal Date 013012017 SPACING 24.0" JREF- 1VMG7175211
ALPINE:waw.alpineltw,com; TP1,eww.tpinst.erg;enCA:waw.sbclndustry.com; ICC:eww.locsefe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - B3)
Top chord 2x4 HF #2 :T1 2x4 DF-L #1&Bet,: 120 mph wind, 22.11 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B. wind TC 04=4.2 psi, wind BC DL=6.0 psi.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MFRS with additional C&C member design.
In lieu of structural panels use purlins to brace all flat TC a 24" OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Deflection meets 1/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4x5=
4X5(R) III
---16
y an 3X5
3X5% /
T1
0 6-6-10
5-7-0
6
0-0 & -----,.. 1!I
1.5X4111 3X12= 3X5111
3X5(62)(R) III
L-2-6-0 >1
5-11-0 6-0-4 >..j-1-5 1_ 1-11-4 a
5-11-0 6-0-4 3-0-12
L— 11-11-4 J 1-1-6 I`1-11-4 J
1=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 64)
Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: 120 mph wind. 22.25 ft mean hgt. ASCE 7-10. CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC D1=6.0 psf. 1
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, I
load is 1.50. CAT II & Pf=21.17 psf.
4X5(R) III
. 6 3X5
T2
k• o
3X5
6-10-0
6 5-7-0
It
0-7�-0 / o- \ 18-2-0
3X5(6 )(R) III 1.5X4111 3X7= 3X5111
1-r--2-6-0--L
5-11-0
'` 5-11-0 6-7-0 2-6-0
L., 12-6-0 ,►, 2-6-0 _I
k 15-0-0 Over 2 Supports "1
R=834 U=56 W=5.5" R=626 U=56
RL=141/-56
Design Crit: 1RC2012/TPI-2007(STD) ,EO PROip
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0 - •a= SIP OR/—/1/—/—/R/— Scale =.3125"/Ft.
Truss Components ofOregon (503)357-2118 "WARNING!"RED AND POLLEN ALL NOTES oN TNIs mow N l�O t� TC LL 25.0 PSF
625 N 4t Ave,Cornelius O 97113 ••IIPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IaSrALttRs. kg + y REF R7175- 96774
Trusses require extreme re in fabricating, handle19675 P
ng, erasion. Installing and bracing.Refer to and(prier 9r TC DL 7.0 PSF DATE 12/15/15
the latest edition of nctions.(Building Component Safety Ie tempoiar, by TPI and WSCSI for safety practices prier • //
1a to performing these fproperrhs. instwl lstructur provide ngteand
bracing per all h Unless noted otherwise. - —
top chord shall have properly atter pa structural sheathing and bottom Nord shall have a properly attached
rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per acsl . BC DL 10.0 PSF DRW CAUSR7175 15349067
All O�� I`-7 Sections 83, e7 or 810. as applicable. Apply plates to each face of truss end position as shown above end on 1 '1512015
he JointDetails, unless noted otherwise. Refer to drawings 160A_Z FOC standard plate positions. BC LL 0.0 PSF CA—ENG GWH/GWH
Alpine, a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this 0 OREGON
drawing, any failure to build the truss in conformance
ITW COMPANY installation
with ANSI/TPI I. or for handling, shipping. 9R lel'4.20,194b ,, TOT.LD. 42.0 PSF SEQN— 186224
. A Seel on this droning or sewer page listing this droning. IMlestes aeeepterre of prbfsOslanal engineering C r/
Mpenslbility solely for tem Simian Naln. The WIWiS ty ed nee of Mie drawing for any atncblrs Is W p
gash RgV3�cirtle rweponsibil lty of the Sal Iain Seelg ner per ANSI/TIN T Sae•1. • DUR.FAC. 1.1$ FROM I KE
SncramcntgCA95828 For more information see this Job's general notes page and these web sites: RenewaiOMe6I3U12017 SPACING 24.0" JREF— 1VMG7175Z11
ALPINE:www.eipinaltw.com: TPI:ww.tpinst.org:MICA:ww.shci,austry.com: ICC:www.iccsafe.org
THIS DRG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 65)
Top chord 2x4 HF #2 Ti: 2x4 OF-L #2: 120 mph wind. 21.86 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Dot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels use purlins to brace all flat TC w 24" OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5
4X5= 6
!c
1.5X4 III
3X50.
fito
••
/ 5-7-0 6-0-10
6
0-7-0 8 -1 19-2-0 '
1.5X4 III 3X7= 3X5(R) 111
3X5(B2)(R) III
L
I` 5-11-0
5-11-0 4;. 5-0-4 i" 3 1-8
4 0-12 _111"4.1
L- 10-11-4 -L- 3-1-8 'O'11 4
1 15-0-0 Over 2 Supports >I
R=834 U=53 W=5.5" R=626 U=55
RL=139/-45
Design Crit: IRC2012/TPI-2007(STD) CEO PROFFS OR/-/1/-/-/R/- Scale =.375"/Ft.
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01. : ;_•
TnusComponents ofOregon 1503)357-2118 •*WWINGIaa REAS AND FOLLOW ALL NOTES OM THIS mwIVSI �G tF TC LL 25.0 PSF REF R7175— 96775
825 N 4iihh Ave,Cornelius OR 97113 "I intro, FURNISH THIS owns To ALL CONTRACTORS INCLUSIVE THE INSTALLERS. e Apl y9
Trusses require extreme re In fabricating, handling, shipping, installing and bracing.Refer to and follow 19676 P
the latest edition of BCSI`(Building Component Safety Information, by TPI and TICA)for safety practices prior ' 1,-,, TC DL 7.0 PSF DATE 12/15/15
to performing these functions. Installers snail provide temporary bracing per SCSI. Unless noted otherwise. /
top chord shall have properly attached structural sheathing and bottom chord shell have a properly attachedcaon
rigid ceiling. Locations shown for permanent lateral restraint of webs Shell have breoing Installed per SCSI 60016 / BC DL 10.0 PSF DRW CAUSR7175 15349068
fa sections 63, 67 or Soo. as applicable. APPIY Plates to each face of truss and position as shown above am an 1 '15/2015
,11�(1I off- the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.
—N ngBC LL 0.0 PSF CA—ENG GWH/GWH
A 1' ll Alpine, a division of ITN Building n
Components Group Inc. shall not be responsible far any deviation from this OREGON
nJ drawing, any(allure to build the truoe in conformance with ANSI/TPI t, or for handling, shipping,
AN lrw colla my installation A bracing of trusses. 9 "**.20.04° 'f TOT.LD. 42.0 PSF SEQN— 186232
. A seal an tat.drawing'or sever page listing this drawingIwnaatas amne
apta .of pret'MM
.Iwl engineering
responsibility solely for the denim,.hewn. Thu suitability ase use of this drawing far any.tfutwra Is tin. �OC DUR.FAC. 1.15 FROM I KE
M
8351 Roma CBr:IC ,w
pwlbllity or tilew
building o..lpr per ANSI/TP1 1 Ses.N. _
SammxMo,CA99.28 Far more information see thea Jobs general notes page ed these web a, Renewal Date 6/30/2017 SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:waw.elpneltw.com; Tel,www.tpinst.org: NTCA:eww.shclndustry.cam: ICC:ww.lccsafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - B6)
Top chord 2x4 DF-L #2 :T2 2x4 HF #2: 120 mph wind, 21.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud :W3 2x4 HF #2:
Wind loads and reactions based on MFRS with additional C&C member design.
In lieu of structural panels use purlins to brace all flat TC a 24" OC.
Right end vertical not exposed to wind pressure.
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/2.40 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21,17 psf.
4X5= 1.5X4 111
1.5X4111 ..--e."---------1 0 /
T2
P.
•
Y13
4-10-15 5-0-10
6 1—
NNNNNNN
0-7-0 \
19-2-0
3X5E
3X5(82)(R) Ill 4X5(R) Ill
I< 2-6-0 ,I
5-11-0 3-0-4 I_ 9-1-0 6-0-12
1, 8-11-4 6-0-12
15-0-0 Over 2 Supports >I
R=827 U=53 W=5.5" R=633 U=52 W=5.5"
RL=124/-37
Design Crit: 1RC2012/TPI-2007(STD) CIPRO
PLT TYP. ITWBCG Wave FT/RT=246(0%)/4(0) 15.01.0 is o CS: OR/—/1/—/—/R/— Scale =.375"/Ft.
Truss Com nents of Oregon 1503;357-2118 •°1ARNING10°REAR AND FOLIAR ALL NOTES O11 THIS BRARINOI NI°3"1 � % TC LL 25.0 PSF
825 N 4 Ave,Cornelius OR 97 13 e'I Alm• FURNISH THIS ORAITINR TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. REF R7175- 96776_
Trusses require•Crewe care in fabricating, handling, shipping, installing a,w,bracing. Rarer to and follow 19575 P 9 TC DL 7.0 PSF
the latest edition of RCSI (Building Component Safety Information, by TPI and"RCA)for safety practices prior DATE 12/15/15
to performing these functions.rlynchedInstallersstructural
shall provide temporary bracing per aisle Unless noted attached
Ise.
top chord shallhaveproperlyattachedstructuralsheathing and bottom chordshall haveaproperly attached BC DL 10.0 PSF
rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing installed per RCSI I /� ..r "/ DRW CAUSR7175 15349069
1e Sections E3, R7 or S10, se applicable. Apply pietas to each face of tru c and position as shown above and on
All '�0)� 1 ISI tna Joint Dewlle, unless nwtetl otherwise. Rafar xo draw Ings 160A-Z rorsatanderd lata
1./15/2015
/!—+ 11 I \tel' ° 7dT BC LL 0.0 PSF CA—ENG GWH/GWH
alpine. a division or ITN Dwildl g c mponenta group tnc. anal) c ho reapunsibl.far any d.viacion from this OREGON
drawing, artyfailure to build the trues in conformance with ANSI/TPI 1. or for handling, shipping,
AN mo,COMPANY installation L bracing of trusses. 9 v 2o.19gai ,�
raTOT.LD. 42.0 PSF SEQN- 186234
A seal an this drawing or cower peg.listing this drawing, indicates meaeptenee of professional engineering
.penelblllty eol•ly for the d elfin.been. Te hl
suismlty.reuse of this arming for any structure le the 0im I W m%". DUN.FAC. 1.15 FROM I KE
8351 Roma Circle reopen.lblitty of th.Building Deelgrrr per AMtlflpl 1 S.O.E.
Sacramento,CA 95828 For more information see this job's general notes page end these wall sites:
R.a•w■I Dal.sjaono+l SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:ww.elpineltw.con;TPI:www.tpinst.org;wTCA:www.sbclydustry.ce.: ICC:ww.lccaafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - B7)
Top chord 2x4 DF-L #2 :12 2x4 HF #2: 120 mph wind, 21.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5(R1)4i
• i
T2 —I 6
4-4-0
0-7-0 . II 0-7-0 19-2-0
iiem" 1.5X4III
—I--
3X5(82)(R) III 3X5(B2)(R) III
1<-2-6-0-->•1
7-6-0 .+' 7-6-0
I, 7-6-0 _ , 7-6-0 I
f< 15-0-0 Over 2 Supports
R=833 U=65 W=5.5" R=633 U=28 W=5.5"
RL=71/-80
Design Crit: IRC2012/TPI-2007(STD) 0 PRO
AI,TVP. ITWBCG Wave FT/RT=2X(096)/4(0) 15.01 .0 3: EFVSS OR/—/1/—/—/R/— Scale =.375"/Ft.
Truss CompoRents of Oregon (503)357-2118 eeWIMINGIae REJw AND MINN ALL KITES ON THIS oIw1N81 �GIroEF O TC LL 25.0 PSF
825 N48i Ave,Cornelius OR 97 13
**IMPORTANT." FURNISH THIS ORMING m ALL cormAP.roNs INCWRINR THE INSTALLERS. �j y REF R7175- 96777_
Trusses require extremeBC$care in fabricating, handling, shipping. installing antl bracing.Refer to and follow 19575 P �/ TC DL 7,0 PSF DATE 1 2/1 5/1 5
the latest edition of NCSI (Building Component Safety Information, by TPI and aICA)for safety practices prior
to performing these functions. Installersshall temporaryprovide� bracing per SCSI. Unless noted otherwise, __
,04164, tap chord shell have properly attached structural sheathingandbottom Chard shall have a properly attached BC DL 10.0 PSF
rigid calling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCsl /APi DRW CAUSR7175 15349070
rations AS. 87 ar B1U, as ePPllcable. Apply plates to each face of truss and position as shown above and o _
' h z4:-..°:::::;:::7:;::::..:::-.----.
he Joint Dexeils, unless rated atiarwlse. Eefer to drawings 1WA-Z Por stendara plata positions. n 1 115/201 5
A D—hL3)[1 N ng :p Capons am OREGON BC LL 0.0 PSF CA-ENG GWH/GWH
I Alpinea division of ITB Builtll ata oro Inc. shall nut b1 r ihan far deviation from Chis
tlrew Eng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. .4
AN ITwCaMPAWY installation a bracing of trusses. VTOT.LD. 42.0 PSF SEAN- 186236
wwpop A seal en this drawing or sever palisting this drawingIndigoes*.e..pt.lnw of prsf...lenw/engineering **.20.19� - -
re.ps.slbllity solely far the amigo Miami Thr suitabl ity and u.e of this drawing far any structure i.the
Mb
w.N�
amigo DUR.FAC. 1.15 FROM I KE
8351 Ravens Circle responsibility of the building O..Igner per ANSI/TPI 1 San.U.
Sacmmcnto,CA 95828 For more Information see this,Job's general notespage and these web sites:
ALPINE:ww..elpinelb.eon: TPI:mwa.tpinst.org:wTf.A:www bw
el„dasiry.tow: its:ma .ipcaafa.arg Ren.wal Ddw 6MW2017 SPACING 24.0" JREF- 1 VMG7 1 7521 1
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 88)
Top chord 2x4 DF-L #2 120 mph wind, 21.00 ft mean hgt. ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
:Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member design.
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 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf. Ct=1.10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5(R) III
Pu
AR
� s
�-'
I
„-- , 'i 4-4-0
61
4X5(R) III
3
0-7-0 014
ww 13 '� 19-2-0
I
4X8(G7) \\I 4X8(G7) /#
LE---2-6-0-->J
Lf 7-6-0 _I_ 7-6-0 J
.Q 7-6-0 + 7-6-0
15-0-0 Over 2 Supports a
R=837 U=65 W=5.5" R=637 U=29 W=5.5"
RL=71/-80
Design Crit: IRC2012/TPI-2007(STD) r PRsp
PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.• ,.�b • FSS, OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Comppoonnents of Oregon (503)357-2118 „IW1RTAYre'm��FURNISH THIS DIMING TO ALLOW LL WYIRACTINIS 1NOTES ON 1A:IJm II No THE IIISTAU1 . 0421114 ,a TC LL 25.0 PSF REF R7175— 96778
S25N4thAve,Comehus0l�97�i3 Trusses require.areae cere in fabricating. handling. snipping. installing and bracing.Refer to and fellow 19675P pTC DL 7.0 PSF DATE 12/15/15
the latest edition of BCSI (Building Component Safety Information. by TPI and MICA)for safety practices prior , {^
to performing these functions. Instellers shell provide temporary bracing per SCSI. Unless noted otherwise, 1
top chord atoll have properly attached structural sheathing end bathos chore shall have a properly attachedfill -
rigid ceiling. Locations show for permanent lateral restraint of webs shell have bracing Installed per SCSI /' BC DL 10.0 PSF DRW CAUSR7175 15349071
fa sections 63. 57 or 1.110, as applicable. Apply plates to each face of trussand position as shown above and a
the Joint Details. unless noted otherwise. Refer to drawings 160A-z for plate Positions. n 1 1 5/201 5
�� LO) N BC LL _ 0.0 PSF CA-ENG GWH/GWH
i Alpine, a division of ITA Building Components Group Inc. shall nut be responsible for any deviation from this OREGON
drawing. any failure to build the truss In conformance with ANSI/7P1 1. or for handling, shipping, _
AN ITW COMPANY installation 6 bracing of trusses. _a! TOT.LD. 42.0 PSF SEQN— 186243
A ori oh this drawing or ewer Popo listing title Miming. Indirla..ae pt.nr of prohibitions'engineering 9R C.20,19# e.f _
responsibility solely for fahe design chem,. The suitability od ur of this drawing far my structure I.she "-irk 0—V4.N DUR.FAC. 1.15 FROM I KE
8351 Roma Circle responsibility of the wedding Omfatter par ANS1/Tl 1 S.o.y.
Sacramento,CA 95828 For,.ore information see this Job's genera/notes page and these web sites:
ALPINE:ww.alpineltw.can: TPI:aww.tpinst.org:WTCA:ww.sbclnduatry,com: ICC:www.iccaafe.org RmomM DMA 6r3otzo17 SPACING 24.0" JRE F- 1 VMG7 1 7521 1
THIS DM9 PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - 89)
Top chord 2x4 DF-L #2 120 mph wind, 21.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6 .0 psf.
Webs 2x4 HF Std/Stud
:Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on IIIWFRS with additional C&C member design.
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 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, Ce=1.10,
CAT II & Pf=21.17 psf.
4X5(R) In
:; r
16
I
/ \`� 4-4-0
\
6C— I1
4X5(R) III „ ,,,„„....„ ,
3 l___
V
0_7_0 , J 3 0-7-0 19-2-0'
4X8(07) ,% 4X8(G7) /1/
LC 2-6-0---..1 L---2-6-0---›.1
• t 7-6-0 J_ 7-6-0 J
< 7-6-0 ± 7-6-0
C 15-0-0 Over 2 Supports
R=822 U=62 W=5.5” R=822 U=62 W=5.5"
RL=95/-95
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0., :: 4. 4-`rtOR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon 503)357-2118 •91ARN1NDIaw READ AND AFoe'" NOTES OR THIS DRAWING* AFP NotHE',.� Ig, TC LL 25.0 PSF REF R7175— 96779
825 N 401 Ave,Comelms OR 97113 tel l " FURNISH 1141SIwslRe m ALL=macron IRauml s me INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fel9
installingl, 19575 P TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Component Safety information. by TPI and MICA)for safety practices prior it
H
to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise,
top chord shall have properly atteehed structural sheathing and bottom chard shell have a properly attached
rigid selling. 'orations ahe.h,for parwanent lateral restraint of nabs shell have bracing Installed per Ixsl �- BC DL 10.0 PSF DRW CAUSR7175 15349072
(� I sections 83, 87 or 810. as applicable. Apply plates to each face of truss and position as thrown above and on
41tt )_N the Joint Details, anises rated otherwise. Refer to drawings 180A_I far standard plate positions. 1 '15/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
I Alpin., a division of 11•Building components croup Inc. snail e he reapnp,aime far any deviation from this OREGON
awing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, �/ TOT.LD. 42.0 PSF SEQN— 186240
AN MA/COMPANY installation 8 bracing of trusses. V
reepsmIbl this iy Mowing or
the da design I.li en..&this Mewing, OM me
of MI.i ei..Ingle` ry structure is w 9R ten•20,19 G' —
113s1ltevanacilcle rw.p.n.Iblllty or the Wilding Oeelpro r per ANSI/TPI 1 S.e.2. ""' 01.0-04,tlt4 DUR.FAC. 1.15 FROM IKE
SaclBlecnto,CA 95828 For more inforemtion see this,job's general notes page and these web sites: SPAC 1 NG 24.0" JREF- 1VMG7175Z11
ALPINE:ww..alpinelt..eom: TPI: wew.tpinst.urg:,TCA:wew.sbelndustry.com: ICC;www.iccaefe.org Renew,Date&30!2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. —LOT 20 MEDALLION MEADOWS -- TIGARD, OR — B10)
Top chord 2x4 DF-L 2400f-2.OE 120 mph wind, 21.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
:Lt Stub Wedge 2x4 HF Std/Stud::Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MFRS with additional C&C member design.
Truss designed to support 2-0-0 top chord outlookers and 3.00 PSF cladding load See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing
one face, and 24.0" span on opposite face. Top chord must not be cut or notched. requirements.
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 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, Shim all supports to solid bearing.
CAT II & Pf=21.17 psf.
4X5=
-, ,
i H
$1:
111111111111 4-4-0
/ i
-Y- ���N A
�i►� If 1-9-2
o- alow A �• 0-7-0 1, 18.2.0,
/ / / / / P. //,// / /
4X8(G7) \\\ 4X8(G7)NI
4X5(R) III
L-2-6-0 >------- 7-0-8B
>� 7-0-8 5"13..(- 2-6-0--->.1
t 7-6-0 >1.‹ 7-6-0 >.
15-0-0 Over 4 Supports >
R=209 PLF U=38 PLF W=15-0-0
RL=13/-13 PLF
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0 :".b i• R OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon 503)357-2118 weWARNINOIie RENT AND FOLLOW ALL NOTES ON THIS wlmllsl
825 N49 Ave,Cornelius OR 97113 mml 'a AMISS THIS DRAWING TO ALL CONTRACTORS INCL./DINS THE INSTALLERS.
043114E.4� OZ TC LL 25.0 PSF REF R7175— 96780
Trusses require extreme re in fabricating, handling. shipping. Installng and bracingRefer to and follow 19575 P 7 TC DL 7.0 PSF DATE 12/15/15
the latest edition of BCSI (Building compo safety Information. by iP1 and•rCA) for safety practices prior
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. it I
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
1 041111164k rigid calling. Locations shown for permanent lateral restraint or webs shall have bracing Installed per SCSI �- AP' BC DL 10.0 PSF DRW CAUSR7175 15349073
i� r't actions B3, 87 or 810, as applicable. Apply plates each face of truss and position as shown above end an
,4�LJO — the Joint Batelle, unless noted otherwise. Refer to drawings legA-Z forstandardplate positions. I '15/2015
BC LL 0.0 PSF CA—ENG GWH/GWH
I rawing, a division for pt nu building Components conformance
Inc. shall t M responsible for any deviation from this OREGON
drawing. any Taira i buildrthe trees in tanfanmaroe.eth AILSI�TPI I,or far handling, shipping. TOT,LD. 42.0 PSF SEAN- 1 86246
AN FEW COMPANY installation a bracing of classes. '�
A awl en this drawing Si'waver papa listing this arming, indicates,seeeptane•ef professional engineering 9 fah.20,'t9� e'
reepanaibility solely far tte design shown. The suitabiliar and see or this drawing far any structure is the Rpt H� DUR.FAC. 1.15 FROM IKE
1351Rwant Circle responsibility or the building Designer per ANSI/TPI 1 Sea.2. '�,
Stcmnxntq CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:aw.sipineitawea
.ocml TPI: a .tpinst.org;•TCA:aee.sbclnduatry.com: ICC:s ,lccsafe.arg Renewal Date 6/30!2017
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. —LOT 20 MEDALLION MEADOWS -- TIGARD, OR — FG)
Top chord 2x4 HF #2
Bot chord 2x4 HF #2
Webs 2x4 HF Std/Stud
This "Hip Frame" may be used in place of purlins on the hip
plane to brace the flat top chord of hip trusses. See detail
drawing HIPFRAME1014 for additional information.
3X5---
1.5X401
X5=1,5X4111
j 1.5X4 III P
13.42 /1 a 13.42
/ \ 2-9-10
0-0-4
■ 0-0-4
{ 2X4(D8R) 1.5X4 III 2X4(D8R)� qV
1.5X4 III
L. 2-5-14 _I, 2-5-14 _I
5-0-3 Over Continuous Support H
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01.' •s.' '/ 4s OR/-Ill-/-/R/- Scale =.5"/Ft.
••MARNINGI•• READ AND FULL ALL NOTES ON THIS MINIUM REF R7175- 96781
Truss Components of Oregon 1503)357-2118 ••IUpORTIWf•a FURNISH THIS DURING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. aG 11yF�n r TC LL 25.0 PSF
825 N4tth Ave,Cornehus OR 97 13 Tr veva require eatrame re In fabricating, handling, shipping, i sial l l y and Oraci g.Refer to and Pei lur 19575' 44
::!!!!:!:!!!::!!!!!p!"!:!'!!:!!!!!!!!::!:!!:!:!!!:!'!':!:
he latest edition of SCSI (Building Caeponent Safety Informtlan, by TPI dna alto) for aeraty practices prior p TC DL 7.0 PSF DATE 12/15/15
o Achard ha these functions. Installers shell provide ng andabo tom!ha par all h Univas retell atlarwise, \ 1
top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached J
rigid ceiling. Locations shown for permanent lateral restraint of Webs shell have bracing installed per SCSI //,, BC DL 10.0 PSF DRW CAUSR7175 15349074
,4 L� sections Ba a7 or 810. ea wppi,cable. Apply plates to each face of tru aatl Fos it Hon ea ahoWn above end en __
the Joint Details. unless noted otherwise. Refer to drawings 160A-Z forastandard pieta positions. 1�'15/20 1 5 BC LL 0.0 PSF CA-ENG GWH/GWH
I Atplrs, a tllvis ion of Tri Building Coepwnents Group Inc. shall mot he responsible Pur any dwiation Proal this
drawing, anyfailure to build the trues in conformance with ANSI/TPI 1, or for handling. shipping, OREGON
AN ITW COMPANY installation a bracing of tresses, v TOT.LD. 42.0 PSF SEQN- 186198
A eel en this droving.r Senn sage listing this drselmm. In bates abewpaelw of prePesalan.l engineer) eJ +l1.20,'t +
re.pen.ibility solely for the design Pain. The suitability end um of this droving for any atrueture la the 9' �� DDR.FAC. 1.15 FROM I KE
835)Rovam Circle
reasonability or the Building Designer par ANBVIPI 1 Sae.2. LD W
Sacram:Ito,CA95828 For more information see this Jobs general n page and these web sites: SPACING 24.0" JREF- 1VMG7175211
ALPINE;wee.elpinelts,con: TPl:wew.tpinst.org;BMA:cow sbclndustry.00a; ICC:www.iccsafe.org Renewal Data 613012017
I
THIS DWG PREPARED FROM COMPUTER INPUT ((AADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - FG1)
Top chord 2x4 HF #2
Hot chord 2x4 HF #2
Webs 2x4 HF Std/Stud
This "Hip Frame" may be used in place of purlins on the hip
plane to brace the flat top chord of hip trusses. See detail
drawing HIPFRAME1014 for additional information.
3X5---
1 3.42
X5=13.42 A. I
"7 1
13.42
•
7-3-5
4-5-12
j0 0 0 0 0 s
2X4(D8R)a
1, 2-6-0 _1, 6-6-1 J
9-0-1 Over Continuous Support
Note: All Plates Are 1.5X4 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.►, rs' . •�
' Mfi OR/-/1/-/-/R/- Scale ei.375"/Ft.
Truss Components of Oregon 1503)357-2118 •nuisNINGiie READ Ala FOLIAR ALL ROTES OM THIS WARM! Ily `/
825 N4t�Ave,Cornelius o1�97�13 "I TAn" FURNISH THIS DI MINO TM ALL CONTRACTORS minim THE INSTALLERS. 4G FFA % TC LL 25.0 PSF REF R7175— 96782
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing.Refer to and follow
the latest edition of SCSI (Building Component Safety Information, by IPI and MICA) for safety practices prior 19675 P 'P TC DL 7.0 PSF DATE 12/15/15
to performing these functions. t Installers'shell provide temporary bracing per SCSI. unless noted otherwise. %r ^_
top chord sheik hone properly attached structural sheathing and bottom chord shall bona a properly attached // BC DL 10.0 PSF
rigid calling. locations shown for permanent lateral restraint of dabs shell have bracing installed par asst 6- DRW CAUSR7175 15349075
sections R3. 97 or 810 ea applicable. Apply plates to each face of truss and position as shown above and an
/i n I�-N the Joint Details. unless noted otherwise. Refer to drawings 160A-z for standard plate positions. I 15/2015 BC LL 0.0 PSF CA—ENG GWH/GWH
�_�ff Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this OREGON
15/201
drawing, any failure to build the trees in tanwraa�:a with ANSI/1P! ,. or for handling, shipping, aa/ TOT.LD. 42.0 PSF SEQN— 186196
AN ITW COMPANY cawing, lona enuring of trusses.the.
A awl en this drawing or cover page listing this drawlro indicate.monoplanes of profaa.ied.l engineering /A&`4n.zo,19'AO 'f
reeponeibllIty ael.Iy for the ere,gn wined. The auit.biiity and use of thle drawing for any structure le the
Sas,RomnaaTle
responsibility of theBuilding g I>..,g.r Pat AMSI.TpI,S.d.2. OS M yy,NT' DUN.FAC. 1.15 FROM I KE
SecnimcitgCA95828 For more Information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:waa.elpineite.coe: TPI:aaa.tpinst.org;PTCA:eww.sbclndustry.ccai; ICC:www.fccsafe.org Renewal Date 8190M017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - X)
Top chord 2x4 HF #2 120 mph wind. 20.61 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Webs 2x4 HF Std/Stud
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5. Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead
load is 1.50.
1.5X4 III
i
3-6I-10
61
V
_
0-7-0
_ I 1g-2-D d
I 3X5111
3X5(B2)(R) III
Lc 2-6-0-->J
5-9-82
5-11-4 Over 2 Supports >)
R=469 U=31 W=5.5" R=215 U=22
RL=89/-33
Design Crit: IRC2012/TPI-2007(STD) p PRO
PLT TVP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.• is eFFSfs OR/—/1/—/—/R/— Scale =.511/Ft.
Truss Components of Oregon 503 357-2118 ••WARNING,•'READ AIB)FOLLOR ALL NOTES ON THIS BRMIRBI �� GiNI; 0
825 N 4th Ave,Cornelius OR 97113 ”ispOREIWi•• FURNISH THIS DIMING Ta ALL CONTRACTORS INCLUDING are INSTALLERS. C? F,Q y TC LL 25.0 PSF REF R7175— 96783
Trusses require extreme re in fabricating, handling, shipping, installing and bracing.Refer to and follow 19576 P �. l TC DL 7.0 PSF DATE 12/15/15
the latest edition of RCSI (Building Component Safety Information, by TPI end RICA) for safety practices prior
n o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted othereise'
map chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid ceiling, locations sheen for permanent lateral restraint of rebs shall have bracing installed per SCSI I i� BC DL 10.0 PSF DRW CAUSR7175 15349076
sections R3, B7 or B1U, es applicable. Apply plates to each fete of truss end position as shown above end on 7,;:::.t.,:::::::,::„....:::7:.7.,... Rarer to*noxi ps tsoA-z far etendera plate paait:o e. 1.'15/2015
$
A� �Q N n a group h :hail..t ratans:::.far .any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH
AN ITW COMPANY installation.t�o�ac"i;r'�cin,e build,ee`"'`r"" :n conformance with""S"'°' '• or fur handling, ehippirg, s o v TOT.LD. 42.0 PSF SEQN- 186193
A seal on this arming.r*over pegs listing this dr.einR Inule.e...ae.parhe..f professional engineering en.20.199 — -
respen.rbility solely for the design.now, The suitability.rel a.e of this ar.mleg for ails structure I.the wilt
B W a N� DUR.FAC. 1.15 FROM I KE
8351 Roma Circle re.Pen.ibility of the Building De.lgn.t poor ANSI/171 1 s.e.2.
Sacramento,CA 95828 For more information see this ::••general notes page and tineas tab sites: Renew , 6)3On097 SPACING 24.0" JREF- 1VMG7175Z11
ALPINE: ,elpineltw,com: TPI: ov
.tpinst,org;RICA: a ebclndustry,com: ICC: ,Ir<eafe.*rg
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR 0 CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - EJ1)
Top chord 2x4 HF #2 Special loads
Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC- From 66 plf at -2.50 to 66 plf at 1.85
120 mph wind, 19.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- From 4 plf at -2.50 to 4 plf at 0.00
BC- From 10 plf at 0.00 to 10 plf at 5.94
roof, RISK CAT II, EXP B. wind TC DL 4.2 psf, wind BC DL 6.0 psf. BC- 29.80 lb Coc. Load at 2.00, 4. 0
Wind loads and reactions based on MWiIFRS.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 1.50.
per IRC-12 section 301.5.
f 0 20-4-10
R=19
It 6 ( _ 0-3-8 1-6-2
0-7-04
/: -19-2-0
...--------------------
3X5(B2)(R) III
lc 2-6-0 1-10-3 =.1 4-1-1 >I
5-11-4 Over 3 Supports =i
R=394 U=69 W=5.5" R=106
Design Crit: IRC2012/TPI-2007(STD) 0 PRO
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0 3: . cs.49� OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 ee lMOiae READ AND Foam Au NOTES ON TINS WANING! ‘3„1967613
OTC LL 25.0 PSF REF R7175- 96784
825 N 4t Ave,Cornelius OR 97113 "FORT "' ISN TINS MANIACS TO ALL comacTals INCLINING THE INSTALLERS.
Trusses require extreme c re in fabricating, handling, shipping, installing and bracing.Refer to and follow 19575 P � y TC DL 7.0 PSF DATE 12/15/15
the latest edition of SCSI (Building Component Safety Information, by TPI and 5TCA) for safety practices prior r
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. _
top chord shall have properly etteched structural sheathing end bottom chord shall have a properly attached
rigid telling. locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 4400'. ...m. BC DL 10.0 PSF DRW1''
CAUSR71 75 15349077
A O�� ' sections 83, 87 or 81g, as applicable. Apply plates to each face of trusstand position as shin.above end on
I� the Joint lhta;ls, unless netted ativarwise. Rarer to draw lrgs 16pA-Z ran s anderd plate posltiure. 1 '15/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
1 Alpine, a division of ITN Bufldi g Cuaponents croup I c. stall we m reapunsibla far a ty devlacien Prue CM1is OREGON
drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD. 42.0 PSF SEQN- 186189
AN ITW COMPANY instal let Ion p bracing of trusses. V
A owl en this Erring Sr caner page listing this arming Indicates aesapeane*of prdfNalerrl Mpinnnf Ina A 44.2(00' ,
responsibility esfor r w demises Nyasa.i. T e suitability and um of This strewing for al M
structure Is a -11)1.001.1".
O1.D 01•N�' DUR.FAC. 1.15 FROM I KE
135)Rgvano Circle responsibility of the all ldlne Designer par ANBI/Tpl 1 S.e.R.
Sacranlcniq CA 95628 For more information see this job's general„ata,page..d rheas web sites: Rwmwal Data 6/3012017 SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:wva.elPineltn.com: TP1: aww.tpinst.org:WTCA:wwm.shclndustry.com: ICC:sae,Iccsafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - EJ2)
Top chord 2x4 HF #2 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Wind loads and reactions based on MFRS with additional C&C member design.
load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied
per IRC-12 section 301.5.
1 0 21-4-10
R=82 U=19
2-6-2
b 0-3-8
0-7-0 / 18_2_0 9
I
3X5(82)(R) ill
2-6-0 3-10-3 ›.c 2-1-1 =
5-11-4 Over 3 Supports =1
R=416 U=27 W=5.5"
RL=65/-30 R=107
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01.0—::4 i1 Fs+s OR/-/1/-/-/R/- Scale =.5"/Ft.
THIS IIRMINAMI %N
i
FG TO ALL CONTRACTORS or is 60 25.0 PSF - 7
1503)357-2118 ""�"'�'" �"0"M° 110 THE INSTALLERS. � G F� O TC LL REF 87175 96 85
Components of OregonDRAWING To ALL imlgAcleas iicWB %%
GIN C •IgrgarAltr FURNISH THIS Dor 9
B25N4thAve,ComeL�usO)t97113 Trus require a In fabricating, handling, shipping, installing bracing. Refer to and follow 19575P TC DL 7.0 PSF
the latest edition extrema care
Component Safety Informetien, by IPI and andITCA)for safety practices prior DATE 12/15/15
to performing these fwKtiens. Installers shall provide temporary bracing per BCS
1. Unless noted otherwise. i' '
top chord shall have properly attach..structural sheathing and betted chord shell have a properly attached /- /' BC DL 10.0 PSF DRW CAUSR7175 15349078
a
rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI /
sections BB. B7 or B10, as applicable. Apply plates to ach face of tr s and position as shown above and on
A r-tli the Joint Details, unless no otherwise. Refer to drawings,BOA-Z for standard plata positions. i 15/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
Jf -) ' `V' I Alpine, a division of nN Building Components Group Inc. shall nut be responsible for any deviation from this OREGON
drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. TOT.LD. 42.0 PSF SEQN- 186191
AN ITW COMRANY Installation a bracing of eatertrusses. •7 Vgh.20 49� r
A oral an thio arralyg or amnia pogo listing this citsail /nalwbs at tIlle cw or g ofssalonal•mpinwrlp AN •�
responsibility solely for the amiss slut. Tho suitability and uos or this brewing for any structure to the ar ��. •{K- DUR.FAC. 1.15 FROM I KE
8351 Rouen Cir:le ^-pmulblllty of the Wilding Dwmlgn.r par ANSI/Til 1 yra.1.
Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" .l REF- 1 VNIG7 1 7521 1
ALPINE:www
.alpineitw.com:TPI: mww.epinst.org:WTCA:w ,sbcledustry.cun; ICC:waw.icceafe.org Renewal Datel93012017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - SJ1)
Top chord 2x4 HF #2 120 mph wind, 19.59 ft mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wind loads and reactions based on MWFRS with additional C&C member design.
per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
R=-40 Rw=24 U=34 1
b 6 1 0-3-8 1-6-2
0-7-0
1111
—1— R=30 U=3 1
3X5(B2)(R) ill
Lc 2-6-01-10-3 2 9
1-11-4 Over 3 Supports
R=380 U=48 W=5.5"
RL=44/-27
Design Crit: 1RC2012/TPI-2007(STD)
PLT TYP. ITWBCG Wave ••MRNIN01e'ReAgwlowunN NOTES
DRAWING!
FT/RT=2%(0%%)/4(0) 15.01.' .':".il 41 400 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (S03)357-_118 ••lwoRtwr,• FURNISH THIS DRAWING Tg ALL.CONTRACTORS INewgINS TIE INSTALLERS. �y GINE O TC LL 25.0 PSF
825 N 4h Ave,Cornelius OR 97113
At. >s F,,' y REF R7175— 96786 _
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 P TC DL 7.0 PSF DATE 12/15/15
the latest edition of Best (Building Component Safety Information, by TPI end RCA) for safety practices prior
,
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ! �f
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
0111111111 n rigs.calling. Locations stamen for permanent lateral restraint of ween shall nava Erasing installed per SCSI O+ BC DL 10.0 PSF DRW CAUSR7175 15349079
secilons B3. BT or Ina. a applicable. Apply plates w each face of truss and position as shown above and a
P__ _^ 1 L , tta iolnt Estella, mass nota.at,.er.iae. Refer to dra~inga nu_Z far'-:::::::::7.7-;:-.;
ta.�erd:lets ny do dna. 1.15/2015 BC LL 0.0 PSF CA-ENG GWH/GWH
A ' V I AlPina. a tlivlaion of Inl Bnild Inv car panenis gnaw a all ut be responsible far a y wvlatlw Tram rr la
drawing, any failure to build the truss in conformance with ANsvTPI 1. or for handling. shipping, OREGON
AN ITN COMPANY installation a bracing of trusses. AI TOT.LD. 42.0 PSF SEQN- 186185
A seal en thia drwing orownger page listing this drewincate..eacp.a noo of professions'engineering 20,0
responsibility eeBuilding
Per Sb.ensign.been. Tb.suitability diand r.m arias drawing for any atommtrr.I.ten. Rpt O W W.N� DUG.FAC. 1 15 FROM i KE
8351 Rovam Circle reenslbillty of the llding DesifT
Designer par ANSIPI 1 Sme.2.
Secramcnlo,CA 95828 For more information see this job's general notes page end these web sites: SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:ww.alpineiee.con: TPI: wwe.tpinst.org:MA,caw seelnduetry.com: ICC:area.Iccsafe.org Renewal Date 0/30f2017
THIS DM PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - SJ2)
Top chord 2x4 DF-L #2 120 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF #2 roof, RISK CAT II, EXP 8, wind TC DL=4.2 psf, wind BC OL=6.0 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Wind loads and reactions based on MFRS with additional C&C member design.
per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead
load is 1.50.
0-3-15 1
R=84 U=22 1
6 2-6-2
If
0-7-0 PPP
■ 1119-z-o
- 3M R=31 U=4
3X5(B2)(R) III
--2-6-0 >i< 1-11-4 a' 2-0-7-
I.* 3-10-3 Over 3 Supports
R=391 U=42 W=5.5"
RL=65/-30
Design Crit: IRC2012/TPI-2007(STD) O PROF
PLT TYP. ITWBCG Wave FT/RT=2% 0%)/4 0 15.01.►,Lj: _.� FS� OR/-/1/-/-/R/- Scale =,5"/Ft.
„ ••WWIN61••,tom AND FOUL,'ALL NOTES RA or This INCLUDING t �3 �` ,� TC LL 25.0 PSF
Truss Components of Oregon 1i503 357- 118 „l AMISH THIS bbAttxb TO Au CONTRACTORS ItwIMO T1ff INSTALLERS.
825114 Ave,Cornelius 012 97113 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Rater to and totlue • 19575P '�' 9 REF R7175- 96787
the latest edition of SCSI (building Component Safety Information, by TPI and NTCA)far safety practices prior r Li, TC DL 7.0 PSF DATE 12/15/15
to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,
,041164 top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached '� BC DL 10.0 PSF
fw rigid ceiling. Locations shoe.for permanent lateral restraint of oohs shall have bracing Installed per SCSI ' 4 DRW CAUSR7175 15349080
i sections 03, 07 or bto, es eppllcable, Apply plates to each face of truss and position as shown above and o y a'15/2015
�C}�n I C
L���N ` the hint Details, unless entad otherwise. Rafar to tlre.ings 160A-Z Por stands d plate posltluns. n l JI ,I J BC LL 0.0 PSF CA-ENG GWH/GWH
•
s�=1 I Alpine, a tl vislun ar ITL eviming Cunpu rota Group Im.snail me aapunaibla tvr any daviatinn from this OREGON
drawing, any failure to build the truism in conformance with ANSI/Tpl 1. or for handling, shipping. _
AN ITW COMR4NY installation p bracing of trusses, 9 `+n.20,196 •. TOT.LD. 42.0 PSF SEQN- 186187
"res�pensibilley drawing
the MeOWN lon fisting this drawing.
wee of thtes is drawiinof for raanyy'stn engineering I.». -OLD W.W.' OUR,FAC. 1.15 FROM I KE
11351 RovansCimk r.pmnaibllity of ted building De.Igrur per ANSI/171 1 Seas.
Saaamcnlq CA 95828 For more information moa thisgenerpage
general notes p. and these webs Renewal pate 8l30/2Ol7 SPACING 24.0" JREF- 1VMG7175Z11
ALPINE:wwa.at Pineliw,can: 7P1:www.tp Instst..org:YTI'A:waw,abc lrwlustry.cow; ICC:•w.icceafa.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1215108--FOUR D CONSTRUCTION CO. -LOT 20 MEDALLION MEADOWS -- TIGARD, OR - HR1)
Top chord 2x6 HF #2 120 mph wind, 20.63 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in
Bot chord 2x4 HF SS roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6. 0 psf.
SPECIAL LOADS Trusses to be spaced at 0.0" OC maximum.
(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15)
TC - From 0 PLF at -3.30 to 113 PLF at 0.00 Deflection meets L/360 live and L/240 total load.
TC - From 1 PLF at 0.00 to 1 PLF at 8.27 Creep increase factor for dead load is 1.50.
TC - -13 LB Conc. Load at 2.72
TC - 19 LB Conc. Load at 2.77 Unbalanced snow loads have not been considered.
TC - 84 LB Conc. Load at 5.38
TC - 82 LB Conc. Load at 5.59
1I
R=114 U=33
4.24 1----
1‘
—V
0-7-0 1.--1--- 19-2-0
2X4(A1)
3-3-10
1 8-3-4 Over 2 Supports
R=281 U=138 W=7.028"
Design Crit: 1RC2012/TPI-2007(STD) , 0 PROP
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.02.'0 .t' : �S OR/-/1/-/-/R/- Scale =.5i'/Ft.
Truss Components ofOre on 5031(357-2118 e9ARIa1NGIwa READ AND FOLIAR ALL IIDTES ON THIS mWINBI °rn
825 N Ave,Cornelius OR 97113 rr110ORTANr• FINNISH THIS DINNING TO ALL Ommkciuns INCLUDING THE INSTALLERS. U"` SFR y TC LL 25.0 PSF REF R7175- 96788
Trusses require extreme care in fabricating. handling, shipping. installing and bracing.Refer to and follow
19575 P
the latest edition ofrDC51Building Component Safety Information. by TP1 and BTU)for safety practices prior r r , TC DL 7.0 PSF DATE 12/15/15
to performing these functions. Installers shalt provide temporary bracing per 5051. Unless noted otherwise,
top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached
rigid ceiling. Locations shown far permanent lateral restraint of webs shalt have bracing installed per RCSI , BC DL 10.0 PSF DRW CAUSR71 75 15349081
sections 53, 57 or ata, as applicable. Apply pietas to each face of tress and position as shown above and on
1 '1S/201 5
All
( l] i the Saint Details. unite.noted otherwise. Refer to drawings IBRO-z far standard plate positions. BC LL 0.0 PSF CA-ENG GWH/GWH
II �J I Alpine, a division of 111 Building Components Group Inc.shall not be responsible for any deviation from this OREGON
drawing, any failure to build the traps in u,nfurmnnce with A551/TPI 1. or for handling. shipping, , veh.2Dt,9110
p J TOT.LD. 42.0 PSF SEQN- 1 0924 REV
AN ITW COMPANY instillation a bracing or tresses. tl-
t.A seal on this drawing or ewer page listing this droving, Indicates aoeeptance of profeesionel englnawring
responsibility solely for the design eborn. The suitability end awe of file drawing for any atrutarre is the �O`I1 W.N DUR.FAC. 1.15 FROM I KE
$351 RovnmCimle reeponelbillty of the building Designer per ANSVT,I 1 See.a. a•
Sacramento,CA 95828 For mare Information see this Jobs general notes page end these web sites: Renewal Daae 6/30!2017 SPACING 0.0" JRE F- 1 VMG7 1 7 5Z1 1
ALPINE:waw.elpineltw.can: TPI:www.tpinat.org:BMA:wawabcindustry.com; ICC:awe.locsafe.org
.^, L t e toL" LI '10 MPIn—'ler" ; L,i O L, 1 -; !. - toil
T-Reinf orcernent --------
This detail is to be used when a Continuous Lateral Restraint (CLR) or T--Reinf, " ��
is specified on a truss design but an alternative web i_—Reinfoocernent: or �(
reinforcement method is desired, L-Reinf. ''''''-iii.
Apply to either side of web narrow face, �\ v '.7,\��
Attach with l0d (0..12'8'x3.0',min) nails ,Z
at 6° o,c Reinforcing member is \
Note-_-.-7 a minimum 80% of web �t \
•
member length, KK /' I
This detail is only applicable for changing the specified CLRs
shown on single ply seated designs to T-reinforcement or ~' �
L-reinforecement or scab reinforcement, ' Yv�
Alternative reinforcement specified in chart below may be conservative. 10 f ���
For minimum alternative reinforcement, re-run design with appropriate
reinforcement type. --_,-- _
T-Reinf. L-Reinf,
Web Member Specified CLR At terno tive Reinf orecement --- — --------
Size Restraint T- or L- Reinf, Scab Reinf•
scab Reinforcer)ent-
o .2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. — — --—
2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face.
�— --- Attach with 10d (0,128"x3.0",min) nails .r.- -- — —
2x61 row 2x4 1-2x6 at 6' o,c. Reinforcing member is a
2x6 2 rows 2x6 2-2x4(*) minimum 807. of web member length, •
2x8 1 row 2x6 1-2x8
2,t8 2 rows 2x6 2 2x6 ) i I
Scab Reinf.
•
T-reinforcement, L-reinforcement.,, or scab reinforcement -to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design. '-l� /���
( ) Center scab on wide face of web, Apply (1) scab to each ;-/� '
face of web. �/
�� O QRopS
S
wwwARNIIJGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� �1 G ��•"L� �Q� C LL PCF REF CLP S U b s-t.
wwTMPORTANTwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l� ,..-4, rr11 /�
Trusses require extreme core in fabricating, handling. shipping,installing and bracing. Neter to and 19575' '9 TL DL P�F HATE- 1V/G1�14
follow the latest edition o£ BCSI <Buildlrg Component Safety Information,by III and SHCA)for safety • r LI L
practices prior to performing these functions. tnstaliers snot, provide temporary bracing per 010I r r� — —q n
Uniess noted otherwise, top chord snail rove property attached structural sheathing and bottom chord �� .^' / BC DL_ RSF DRWG PRCLBJLI 71314
shall have a. properly attached rigid ceYmg. Locations shown for permanent lateral restraint of webs
/'- — .l shalt have bracing installed per BCSI sections B3. E7 or BIO,as applicable. Apply plates to each face T� __
��1 I J^� 1' , of truss and position s show abut and on the Joint Details,unless noted otherwise. �"1512�15 DC LL P:,r
J—_t— �—" — �_I L� Refer to drawings 160Auz for standard plate positions, • .1q4F",.j'q
Alpine, division of 7T4/ Building f_omponents Group Ic, shall no+ be responsible For any deviation from Z �J/'I TOT. LD. PSF
AN ITW rOMPANY this drawing, y failure to build the truss in conformance with Lt TP1 1, or ter handlino, shipping, V
installation & bracing of trusse 9� On'20,120 ,
A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional ------------
engineering responsibility solely for the design shown. The suitability d of this drawing OL B Ww� DOR. FAC
13386 Lakefront Drive foe any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect.
Earth City,MO 63045 For more
e
re information see this Job's general notes page and these web sites Renewal Date 6180I2017 SPACING
E,
ALPINw w.olpineltw.con; TPl'iwww.tpinst.orgl SBCA: www.shcindustry.orgi ICC: www.lecsafe,org
Gc< Le Stud Reinicorcernent Detail
ASCE 7-101 120 mpl'-, Wind Speed; 30' Mean Height, Eniclosed, Exposure C, Kzt = 1.00
Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Dr: 100 mph 'Wind .Speed, 30' Mean Height, Enclosed, Exposure B. Kzt = 1,00
2x4 \".,,Brace T (i) 1x4 "L.' Brace r I C1) 2x4 'L' Brace *02) 2x4 "V Brace ** (1) 2x6 "L' Brace w (2) 2x6 'L,' Brace *i I Bracing Group Species sod Grades,_ it
Gable Vertical '.,\ No --- --- --- -- - -----_—
ecles Gracie\ Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A [Group B i r Group A.
SSI?adnq F' — P.\ .__ -- —__—. `Spruce--Fine-Fir Herr-Fir
P
#1 #2 4' 7' 7' 10" 8' 1" 9' 33`_ 9' 7'' 11' 0" 11' S" ____ 14' 0' 141_0 14' 0" 14' 0' #1 / 42 !Standard 42 Stud
(�I L� #3 4' 4_ ? 2" 7' 8' 9' 1" 9' -r 1G' 10 il' 4" 14' 0 i4' 0" —14' 0" 14' 0" #3 I Stud j #0 'Standard.
N E Stud 4' 4" 2" 7' 9' 1"— 9' 5" 10' 10" 11' 4" 14 14' 0"_ 14' 0" 14' 0"
( o Standara 4" 4 6' 2" _6' 7" 8' 2" 8' 9' 10' 10'_ 11' 4" 12' 10" 13'_9" 14' l 14' 0' I Douglas Fir--Larch Southern Rine*** ,
_ r
Os #1 4' 10' 7' 11' 8' 2"—_ 9' 4" 9' 8" 11' 1" 11' 6' 14' 0' 14 0' _ 14' 0' 14' 0" — Stud-� kr—_—Stud
_I S P 2 J 4' 7' 7' 10" 8' 1" 9' 3" 9' 7" 11' 0" 11' 5" _ 14' 0' 14' 0" 14' 0" I 14' 0" L'Standard i ~Standard
ii" _ #:3_ 4' 6" 6' 6" 6' 11" 8' 7" 9' 2'_ 10' 11_' 11' 4" 13' 6" 14' 0" —1-4'7-C7 14' 0" _—
(U D_L Stud 4' 6" 6' 6" 6' 11" 8' 7' ' 2" 10' 11' 11' 4" 13' 6" 14' 0" 14' 0' 14' 0' -- —'--__
Standard 1
C -- — — — — -- —
_ 4' 4" 5' 9" 6' 1" 7' 7" 8' 2' 10' 4" 11' 1" 11' 11' Group 12' 10" 14' 0" 14' 0"
B
U — #1 / #2 5' 3" 8' 11' 9' 3' 10' 7' 11'
0' 12' 7" 13' i" 14' 0' 14' 0" 14' 0' 14' 0' Her-Fir
-Hi ,� #3 5' 0' 8' 10" 9' 3' 10' 5' 10' 10' 12' 5" 12' 11" 14' 0' 14' 0" 14' 0"_ 14' 0' #1 & Btr
LU HF Stud 5' 0' B' 9' 9' 2' 10' 5' 10' 10' 12'_5" 12' 11' 14' 0' 14' 0" 14' D' 14' 0' 1--- #1 —1
a) CJ Standard 5' 0" 7' 6" 8' 0" 10' 1" 10' 9" 12 5" 12' 11" + 14' 0" 14' 0° 14' 0" 14' 0"_ I Ilou las Fir-Laren Southern Pineww
�j #1 5' 6' 9' 1' _9' 5" 10' 8" 11' 1" 12' 8" 13' 2' 14' 0' 14' 0" 14' 0' 14' 0' et #1
J #3 5' 3'_ 8' 11' 9' 3" 10' 7" ll' 0" 12' 7" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" I, _i#2—_ _____#2
#3 __ 5' 1" /' 11' 6' 5" 10' 6' 10' 11" 12' 6" 13' 0" 14' 0" 14' 0" 14' 0' 14' 0" ( Ix4 Braces shah be SRB (Sir ss-Rated Board).�l
r-I 5' 0" 7' 11' 8' 5' 10' 6' 10' ii' 12' 6" 13' 0' 14' 0' 14' 0" 14' 0" 14' 0'
I r 1_ stud __ — —.—{ 'r-.wrrFor 1x4 So. Pine use only ndustr ai 55 or
Standard 5' 0" 7' 0' 7' 5' 9' 4" 10' 0" 12' 5" 12' 11" 14' 0' 14' 0" 14' 0" 14' 0' Industrial 45 Stress Rated Boards. Group B
(LI2
#1 / 9 9' 10" 10' 2" 11' 7' 12' 1" ' 7
(�,_ #2 S' 9" 12 " 14' 0" 14' 0" 14' 0" 1.4' 0" -14' 0' values may be used with these grapes_-
i _ — 5' 6' { 9' 8" 10' 1 11' 6' 11' 11" 13' E" 14' 0'" 14' 0" _
o _ - i` #3
14' 0" 14' 0' 14 0' GoIole Truss Detal1 Notes:
—_
Stud ( 5' 6' 9' 8" — 10' 1' 11' 6' 11' 11' 13 8" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" Wind Load deflection criterion Is L/240
0 Standard 5' 6' 8' 8" 9' '3" 11' 6" 11' 11" 13' 8" 14' 0" 14' 0' 14' 0" 14' 0"_ 14' 0" _1 Provide uplift connections for 70 plf over
X #1 6' 0" 10' D" 10' 4" 11' 9' 12' 2" 14' 0' 14' 0" 14' 0" 14' 0' — 14' 0" 14' 0__4 continuous bearing (5 psf TO Dead Load)
SF7 #2 S' 9" 9' 10" 10' 2" ' 11' 7" 12' i° 13' 10" 4' U" 14' 0' l4' 0" 14 0" 14' 0" Gable end supports load from 4' 0" alit ookers
#3 5' 8' 9' 2" 9' 9" 11' 6' 12' 0' 13' 9" 14' 0" 14' 0' 14' 0"__A 14' 0" 14' 0' with 2' 0" overhang, or 12' plywood overhang.
�i _ Stud 5' 8" c^
4' " 9' 9'" 11' 6" �12' 0" 3' 9" 14' 0" 14' 0" 14' 0" 1 14' 0" 14 0
Standard 1 5' 6" 8' 1' 1 8' 7` 10' 9' 11' 6" 13' 8" 14' 0" l 14' 0' 14' 0`_1 14' 0" 14' 0'
Sy1°''' Attach 'L' braces with 100 (0.128"x3,0' min) nails,
rboutl (1) F
i) ---- -----/ �,/ O �,F.', For brace space. Waifs at 2' o,c.
Gable Truss / in 18" end zones and 4' o.c, between zones.
r// ,,— , i *,*For (2) "L` braces, space Halls at 3' c.c.
Diagonal brace option I / / :1-- -r-- --_ -- In IS' end cores and 6' o.c. between zones.
vertical length roo/ be / 6)
doubled when diagonal 18" I * •• "L" bracing must be a minimum of 805 of web
brace is used. Connect �/ r L I _ -�,\ (('3 member length,
dio gaunt brace co,- 385# /z' "L" tri l- F — _
/1 1 �l Goble Vertical Plate Sizes
at each end. Max web 0 / $ra Ce
total length 'S 14', I /i//i1 , 3KI31e.I I mo. \ Vertical Length No Splice
! / sx4 DF-L #2 or. �-1\\ Less than: 4' 0' 154 or 2x31
j' / � better diagonal "r- ,-f 1 I Greater than 4' 0', but 2X4
brace; single less than 11' 6'
Vertical length shown /'� 18" y( Greeter than 11' 6" 1 3x
or double cut f
In table shove. / 45, 11 I .A * _-
f// �(os shown) at I - + Refer to common truss design for
,,1" upper end t 1� i i ■ — ■ Y ■ . _ � peak, splice, arid heel Plates 1
i 'Continuous Bearing / Refer to the Building Designer for conditions
Connect dlayonn�� I
I / {�PRp�._ not addre s-sed by this detail.
midpoint of vertical web, 34", '�1� -•14--, ReFer to chart above for o. ;+'Te ve length.
aaWARNINGlaa READ AND FOLLOW ALL NOTES ON THIS DRAWING! b ,,,GINE- ,,.. ti,_PEF REF ASCE7-10-GAB1G030
woIMPOR1ANIsw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'r
Trusses require extreme c re In fabricating,handling, shippng,installing and bracing Refer to ono 19575P _T 7, DATE 10/01/14
fr low the latest edition of SCSI (Building Component Safety Infornaticr:Al' TPI mrd SACA) For safety r r
practices prior to performing these functions. Installers shall provide temporary bracing per BCSI ! —_
Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord / DP�/G Al2Q,30ENC101Q14
n,. shall have a properly attached rigid ceiling Locations shown For permanent lateral restraint of webs 0S j —__ - _
r \ra steal, have bracing installed per SCSI sections 53, 57 or 810, s applicable. Apply prates to each r
z i 1 c:lip `I�-� of truss and position as shown above and on the Joint Details, unless noted otherwise. Owe 1 `15!2015
z'''-
_, i JI r—"iJ '"c 1" ReFer' to drawings 160A-5 for standard plate positions. ^ �
L.— u AN ITW COMPANY' alpine, a div`sicn of ITV suitding components Oreup too, shau not be responsible For any do'iotlen r _-r',+L}l
this drawin Failure to build the truss In confornnnce with ANCI/IPI 1,or Far handlln shi In on
instauatlong8 bracing of trusses 9 9 4.20 19 MAX, TOT. E�, 60 PEE
A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional -"—i---'
engineering responsibility solely for the design shown. The suitability sod use of this drawing Ot 1 W
13389 Lakefront Drroe for any structure Is the responslbIilty of the Drdtding Designer per ANSI/TPI 1 5ec2. W. -_--
Earth City,M063045 For"more information see this job's general notes page and these web sites: R'■newalDate 613012017 MAX, SPACING 314.0'
ALPINE: w wslpineltw.comi TPI: www.tpinsborg; SPCA:www.sbclndustry.org; ICC: www.lccsare.org
Lia <9 i. e Deto. i � __ _
For Lit in Verticals
Gable Truss Plate Sizes If
Sym. (ll�F (1.� Refer to appropriate Alpine gable detoit For I
About 1 /\`'-'.
minimum plate sizes for vertical studs.
(f)Refer to Engineered truss design for peek,
��// �� splice, web, and heel plates.
-roll
IT
/ _� ��` ®If gable vertical plates overtop, use a}� single plate that covers the total area of
�' \ �� j� the overtopped plates to span the web.
)°,1 Co \\'\, vE tll�m ° Exompte 2X4 �� /
( k- a Lt gth �� i — i / /
yp• / :�\ I �' 2x4 /�J 2X8
Ii "T" Reinforcement Attachment Detail
1 \` . / I �\�\ --- —' -- I 'T' Reinforcing Reinforcing
\\ '._, I
Member Member
off}. Toe-no
y Or - End-mall
i iii _i _; _ .. • . : 11-- 1
To convert From "L" to "T° reinforcing members,
I+ C� I multiply "T" increase by length (based on
Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail),
Attach each "T" reinforcing member with
End Driven (Valls Maximum allowable "T" reinforced gable vertical
10d Common C0.148"x 3.",min) Nails at 4" o.c, plus I length is 14' from top to bottom chord. -
(4) nails in the top and bottom chords. "T" reinforcing member material must match size,
specie, and grade of the reinforcing member.
Rigid Sheathing Toenailed Nails:
10d Common (0,148"x3",min) Toenails at 4° ac, plus h,,/ek7 Length Increase w/ "I' Brace'
` 4 Nails .) (4) toenails in the top and bottom chords. 1 __
IMb Reize, "T"
"T` This detail to be used wit!-I the appropriate Alpine gable detail for ASCE Mbr. Size Increase
Reinforcing wind toad. 2,4 30 Y.
Member ; 2x6 20 Y. I
ASCE 7-05 Gable Detail Drawings Example,
A13015051014, A12015051014, A1101505101.4, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph
Goble,
I Naas A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 31) ft, Kzt 100
Tr ->s N., Spoced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o,c, SE 43
A11515ENC101014, A12015ENC101014, A14015ENC101014, AI6015ENC101014, 1 "T" Reinforcing Member Size = 2x4
I A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, I "T" Brace Increase (From Above) = 30% = 1.30
1 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, I (1) 2s4 "L` Brace Length = 8' 7"
A18030EN4101014, A20030ENC101014, A20030END101014, A20030PED101014 �I Maximum " " Reinforced Gable Vertical Length
II 1.30 x 8' 7 = 11' 2b
I f See appropriate Alpine gable detail for maximum unreinforced gable vertical length.LL . --- ___..— I
1M 4 Nalis
—1 YR'inY j��-- --
Ceiling
`��Eo PROF'6'
woWARNINGlae READ AND FOLLOW ALL NOTES ON THIS DRAWINGI c�� GIN Fn IQA REF LET—IN VERT
wOINPORTANTew FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _l Y
Trusses require extreme core n fabricating, handling,shipping,installing cod bracing. Refer to and 19575P p DATE 10/01/14
follow the totest edition of SCSI+(Suldl g C ponent Sofety information,by TPI and SPCA/ for safety JI r
practices prior to performing these functions, Installers shall provide temporary bracing per SCSI. t —'- '—
_ Unless noted otherwise, top chord small haveproperty attached structure( sheathing and button mord / D��/♦_] �,7�LLETIN 1U14
shall have a property attached rigid c Il,yng Locations shown for permanent lateral rests nt of webs e�' /r' -_
- Cl shall have bracing installed per BCSI sections Bs. B7 or BID, es applicable. Apply plates to each Pace 1 15/2015
/� F-----2)PIr. „,j a of truss and position as shown above and on the Joint Details, unless noted otherwise,
/—Z I ,� f �� ( Refer to drawings 1604-Z for stonier d plate positions. ,1 .15/201
AN ITW COMPANY' Alpine, a division o£ 110 Be11510g Components Group Iris, shoji Oct be responsible for any deviattp'ngfror 1'GY'77/'TJ /(' (�
this drawinc. n fnilure to build the truss in conformarlCe with Al TPI I, or for hemi+imp, sill Val 20,194 MAX, TUT. LD. 60 pun
Installation A bracing f trusse
A seal on tills drawing or cover page listing this drawing,Indicates acceptance of professional N [�--
engineering responsibility solely for the design shown. The suitability and use of this drawing '�Qt0 W. • DU,`, FAC ANY
Cor any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect.13389 _—.—_ .__—
EarthCiy,MO Drive0For more information see this Job's general notes pope and these web sites, Renewal Data 8130/2017 M' 2
Earth City,MO 63045 ALPINE: www.al tw.comi TPI: ww t by MAX.X. SPACING G'i,�J"
pinei w. p -t.org; SBCA:wwwshdndustry,a�g;ICC: www.iccsafe.org
ASCE --10i 120r ��
p , 30' Mean Heigin t, Closed, E xpoec cue C
Common Residential. Galiole End Wind Bracing Regc1nemen-t<=, - S ti-F t=enor
120 mph, 30ft, Mean Hot, ASCE 7--10, Enclosed, Exp C, or' H Less than 4'6" - no stud bracing required
100 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or
100 mph, 30ft, Mean Hgt, ASCE 7-10, Port, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length
Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiff ba\
to roof diaphragm every 6'0" (see detail below or
Lateral chord bracing requirements refer to DRWG A12030ENC101014),
Top: Continuous roof sheathing
Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max:
provide a 2x6 stiffback at mid-height and brace
See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or
for lumber, plates, and other information not shown refer to DRWG A12030ENC101014).
on this detail,
X. Optional 2x L-reinforcement attached
Nails: 104 box or sun (0,128"x3",min) nails, to stiffback with 104 box or gun
(0,128" x 3", min.) nails 2 6" ac.
I
---i-F--- ,..„,..-.-7.1 , -...,___,
1
F/, -Ni.
/// NI ....„
,, ..____- ___ , ..,....
,....
.,
2X4 Blocking
........„
//
\ I nailed to ( -�
i" 45" i sheathing end N. E4" Max -NO-- A�
,/,N, each truss i <Typ)
I 21<4 DF-L #2 I 4(
H ,2 or better / I ~iq;�_
diagonal brace, 4 , 1 I �'�,�
��
Attach each end I I�,- \
for 560#, I
I I1 iI k� \
I
1_______A /
IN III
/Continuous Bearing / /
-- 2x6 #2 Stiffbock
attached to each FLtO ROFF
Stud w/ (4) 104 box orgun <0.1c3" X 3", min,? nails S
ti
O�Ao �G��'fF4, ..1. REF GE WHALER
*wWARNI1J61'+w READ AND FOLLOW ALL NOTES UN TNIS DRAWING!
wwIMPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 P 9 __-- —.— --
Trusses require extreme core in fabrioating, hondling, shipping,Installing and bracing, Refer -to and • �, DATE 10!0114
,allow the latest edition of BCSI <Building Component Safety Infori,ation,by TPI and SBCA> for safety
practices prior to performing these Functions. Installers snail provide temporary bracing per BCSI. /� `-- —
dm1050 noted otherwise, top chord shall hove properly attached structural sheathing and button mora DRWG G4005T101014
Shall have ' property attached rigid ceiling. Locations Shown for permanent foterol restraint ofwebs ,
r/ i_~r -�= 55011 have bracing Installed per BCSI sections 63. B7 or BIO,as appilcoble. Apply piston to each face 1 152015
I L \ I, o£ truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON
-----L.1 r—" - i \_I n 1 Refer to drawings 160A-Z For standard plate positions. om V15/150, "j
J Alpine, n division of IT`d Building Components Group Inc. shall not be responsihle £or any ,eviction c, 1,1,.. g 20 1 f _
AN tTW rOPv1PANY this drawing, y Foil ure to build the truss In ccrnforr�once with ANSI/TPI i.or For P�nndling, shipping,' MAX. TUT. LD. 60 F�SF
installation& bracing of trusse OL ' W w 0"
A seal on this drawing or cover page listing this drawing,indicates acceptance of professional •�
engineering responsibility solely for the design shown. The suitability and use of this drawing
1336D Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Renewal Date 813012017 --- - —
Earth City,MO 63045 Formoreinformation see this fob's general notes page and these web sites'fe.or MAX, SPACING
ALPINE,w w.alpineitw.com; TPI wwt,
w.tpinsorg; SBCA:www.sbcindustry.org; ICC. www.lccse g
_ I
.--- 1 ---) i'- G. me _Je „ aIls /Hip Frame
t
W4X4, Min, ' . __ �, I --- /-- -�
/� - - --_ _f Cor iron
�/t �- 24" -- - _ 1 Trusses
// /
i\N Typ - � - - —
WL5X3 //(� \ �e�C
Typ ).---------4‘.././. V'\� - 1 - " ' If-q\- Stepped Hip
I S — System Trusses
ses
r Y'
l �� x4 PU .If'1S �_ ���
2x4 Chords / \ s �. r ai t — -T_--
// , \\N - / End Jc cls Hip
/ \ Setback .. __
/ _ I
�/ __ a!i Pitched arid Sheathed
Y Chord Area
/ \,•
Hip Frame*
// 1{}L- 0} - -EI-- 0 — Bottom Chord
`— o- Attachhip Crane to flat chords of stepped hips
..\ // W3X4, Min: at all overlapping points with 2-10d (0:148°x3")
-r --'� common nails. Bottom chord of hip frame to be
u :, C4, Min, * Hip Frame, 'P' /
attached to 41 hip with 10d common 00.1.48"x3")
—/
� �� mails @ 6" o�c, maximum spacing,
frame at plumb cut of / ' Hip Frame i,,---->2"----1-----
-----
C.'
Hip , , ire stop_ p. � CP_ C -IC-iI'1 - B �"'�
jacks to maintain pitch continuity, 1 ��'- =
�I
�,
Hip frame lumber is SPF, So, Pine, HF, V /
or DEL Standard, Stud grade, or better, _
sealed design for setback, \ -_- / �'�/
See Engineer's j I
lumber, plating, loading, and duration Factor required. !/ --- f
P' Hip Crane chords say be trimmed up to 2' to fit,
Steeped Hip _
purlins must be intact and properly attached, ��� Setback ----. --Systern Trusses
Use this detail For, Hip Frame - provided by truss rrianufacturer.
ASCE 7-10, 140 mph, :30' Mean Hot, Enclosed, Exp C, or top ng for flat
ci
designed to pro��ide bra
ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or chords Hip frame is ds hip frame system bracindicated
ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or Structural panels must be properlyattached directly
ASCE 7-02, 110 rlph, 30' Mean Hgt, Enclosed, Cat II, Exp C, To hi. -me purlins.
Residential, Wind TC DL-=4,2 psf, Kzt=1,00 �¢�pPRpps
awWARNFJGIwwNEREAD AND FOLLOW ALL NOTES ON THIS DRAVINGI \� V� F 0 REF HIP FRAME
..IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 79575P 6...... q
Trusses require extreme core in fabricating, handling, shipping, instolling and bracing. Refer to and DATE 104014.L4
follow the Latest edition of SCSI (Bui!ding Component Safety Information,by TPI and SBCAI f'or safety Si,
—
practices prior to performing these functions, ins-hatters Rer's shall provide temporary bracing per BCSI. �.
Unless noted otherwise top chord shall Trove properly attached structural sheathing and bottom chord DPW 0 HIPFRAME1014
siw.l have a properly attached rota ceiling, Locations shown for permanent lateral re str pint of webs
j 1 shall have bracing nstalled per SCSI -.eatany B3 07 0i- 010, as applicable Apply plates to each fore 1 '15/2015
,/r I , L., of truss and poo tion as shown above and on the Joint Detc ls,unless noted otherwise
t�-- J3 \0 r Refer to drawings 160A-Z for standard plate positions. 1Qf QRS'
r^� —'� Alpine, a dlvisicn of ITW Building f_oeponents Gr cup Inc. shot! not be responsible For nny deviation from
AN ITW COMPANY this drawing, y foilure toB build the truss jr conformance with ANSI/TPI 1, or for handling, shipping, TA V
'
instotiotion&bracing of trusse
A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional ot.q 20r i0 r
i W
engineering responsibility solely for the design shown. The suitability and use of this drawing
for any structure is the responsibility of the Building Designer per ANSIJTPI I Seep.
13389 Lakefront Drive For Wore ieFormativn see this jab`s general Hetes poge 000 these web sites Renewal Date 6130/2 01 7
Earth City,MO 63045 ALPINE, www.olpine!tw.comi TRI,www,2pinst.oroi SBCA:www.sbcindustry.o'gi ICC: www.iccsafe.org