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/ - • ---1):\P_----_T)----- 0416038B
RIM TRUSS NAILED TO TRUSS ENDS
PAGE NO:
1 OF 1
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1 VPR7175Z0411165809
Truss Fabricator: Truss Components of Oregon
Job Identification: 04160386--PARR FOREST GROVE -Riverside Plan 3382 floor -- 123 ne 58th ave pRO4
Model Code: I RC
.t40t �''
Truss Criteria: I RC2012/TPI-2007(STD) >di/' igggg t`A'
Engineering Software: Alpine proprietary truss analysis software. Version 16.01. r
Truss Design Loads: Roof - N/A
Floor - 57 PSF @ 1.00 Duration I r
Vind - N/A " 9v
9j fC.7 Is% Qcr
Notes: j4NW.03$
1. Determination as to the suitability of these truss components for the Renews:12/31/2017
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175
Details: -
Submitted by CIC 16:51:36 04-11-2016 Reviewer: CNC
$ $
# Ref Description Drawing# Date
1 84934--XX 16102059 04/11/16
2 84935--XXG 16102060 04/11/16
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TTED BY TRUSS MFR.
(04160388--PARR FOREST GROVE -Riverside Plan 3382 floor -- 123 ne 58th ave HILLSB - XX)
Top chord 4x2 HF #2 Deflection estimate assumes composite action with single layer of the
Bot chord 4x2 HF #2 appropriate span rated glue-nailed wood sheathing.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/480 live and L/360 total load. Creep increase load applied per IRC-12 section 301.5.
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
F30" Typ.
1.5X3 III 3X3= 1.5X3111
1-6-0 1 —
1-6-0
3X3= 3X3=
JL 2-6-12 j 1-4-12 TI'Li!
4-1-0 Over 2 Supports—D.1
R=233 R=233
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.00. TY:3 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Compon®ts of Oregon (503)357-!118
**WARNING!°°xrAO Axa Fouu AU NOIE5 ON Txls own In '� Ape TC LL 40.0 PSF
825141 Ave,Comelms OR 97113 °°IrartAxr° MINI a,11115OWING 10 AL a"r""e'ans lN°'n'"°"c 1.51,111°15. `c_ 4'..i.74.-
the
�, REF R7175— 84934
Trusses regul re extreme c•re I n fabrl Teti ng.Kane!I ng,shi ppl ng. I natal I I,and to perform,the"functi;Wu .r safety pr•ctl ces prior C 14659 9 ! TC DL 10.0 PSF DATE 04/11/16
,odilhi top chord shal I nave.properl y AttaChed structural Sh•ethl ng a,bottom chord shal I have a property attacheel
BC DL 7.0 PSF DRW CAUSR7175 16102059
e and on
AL,��N I „", "„ , _ , BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITWCOMPANYdrawl. . "" r.;"; f truss;;`.°';°;"°%o;:;:.:"S�r;"µsq"��,.,°.;.'".;,�",,.",";;ol",�"" ,7„0,,,.E _9sq Q v TOT.LD. 57.0 PSF SEAN- 32262
A"»1°» ::::::74`..».°ria 1siro in:.:...I.�i Iwo»..e»n.�..r�.;r».i.".i..°�"0.."'»i'"in. Z'7 \ &1.4r
°4
8151Rw,mCucxreopen.NI 11 too .h°s,1.`1no°Nmol.»r»:wlw mi 1 s»`i• »••• '° °•"'• •• • 'WOW.�+�AQ DUR.FAC. 1.00 FROM BB
D000ieon,CA 95828 SPACI NG 24.0" JREF- 1VPR7175Z04
ALPINE.....al°i".i.......1,i.»,..1,i".,.erg.VT.. •bc I ndustry.Tom; ic<.,».I..»r..".° Renews:12l9021117
1
n .
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(0416038B--PARR FOREST GROVE -Riverside Plan 3382 floor -- 123 ne 58th ave HILLSB - XXG)
Top chord 4x2 HF #2 Deflection esti mate assumes composite acti on with single layer of the
Bot chord 4x2 HF #2 appropri ate span rated glue-nailed wood sheathi ng.
Webs 4x2 DF-L Std/Stud
Special loads
Bottom chord checked for 10.00 psf non-concurrent bottom chord live (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
load applied per IRC-12 section 301.5. TC- From 50 plf at 0.00 to 50 plf at 7.79
BC- From 7 plf at 0.00 to 7 plf at 7.79
Deflection meets L/480 live and L/360 total load. Creep increase TC- 232.75 Ib Conc. Load at 1.60, 3.60, 5.60
factor for dead load is 1.50,
Truss must be installed as shown with top chord up.
F2-9-0 27.531" F. 2-9-0 H
30" TYp•
1.5X3 111 3X5= 3X5 1.5X3 111
1-6-0 1-6-0
9-0-0
1.5X3111 1.5X3111
3X5= 3X5=
0"1
2-8-4 2-5-0
2-5-0 'I` 2-8
2-8-4 41 2
H7-9-8 Over 2 Supports
R=598 W=5.5" R=545 W=4.093"
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 16.01.00..,. 11AR. 4TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tnlss Compoants of0regon (503)357-2118 "WARN,MDI ee"FAO NO FOLLOW ALL MIFs ON 1HIs MEW ��. REF R7175— 84935
825 N 4W Ave,Comelws OR 97l l3 'al lsPomAxr" MOON MS PURIM TO ALL aourxAcmis MUM UM NO TIE NSTAUAm. TC LL 40.0 PSF
Trusses refill]re extreme MIIdi and 5,0 14659 9 r' TC DL 10.0 PSF DATE 04/11/16
". *a eti ens B.3.BT or B10.as ape!i cab!a, Apo!y pi etas to•aell race of truss and posi ti on as shown above.and on .
BC DL 7.0 PSF DRW CAUSR7175 16102060
BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY a area a on r. ny o tr.o.aeotruss 1n conformance mi th`ANSI irvi t,or handl I M,eh.Pa s.on 9 V
,D 'Fe 7 1• ,0 TOT.LD. 57.0 PSF SEAN- 32265
A^.Nles :::::7,:::
.IM sr w.„,^II.tIM"".......;41::::
ilt IM eapa.Md N�reMA1 MInAIdwrlM Q
8351 Roma Curie
,.1 Al I . too.1II M ohhlAmor oar Aswna`,SK`.M mama.'`". r. r.h>.erd r.L A. -.Nit W.0.- DUR.FAC. 1.00 FROM BB
Sacramento,CA 95818 For mere ALPINE:www.al pi nel tar.to..Tal.....tai n,t. .. T.A.man.a.cl nd. Tan, i«.d thesis web ann.,tt.ar.era Renews:12/31/2017 SPACING 24.0" JREF- 1VPR7175Z04
1