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JOB NO:
1115026
/ \ PAGE NO:
1 OF 1
Alpine, an ITW TW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page l of l Document ID:1 VLC7175Z1405090056
Truss Fabricator: Truss Components of Oregon
Jobldentification: 1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR is)PROF
Model Code: I RC; ,��(�,� F
Truss Criteria: IRC2012/TPI-2007(STD);CUSTOM/TPI-2007(STD);CUSTOM/TPI-2002(STD) tdkr 14858'
Engineering Software: Alpine proprietary truss analysis software. Version 15.01. cc
Truss Design Loads: Roof - 42 PSF a 1.15 Duration matie
Floor - 57 PSF a 1.00 Duration '
Wind - 120 MPH (ASCE 7-10-Closed)
4),:f0.7,19#.0,
Notes: ..744/w.
1. Determination as to the suitability of these truss components for the EXP.12-31-15
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: STRBRIBR-
Submitted by CNC 09:00:32 11-05-2015 Reviewer: CNC
$ $
# Ref Descri.tion Dramin•# Date
1 63611--AGE 15309031 11/05/15
2 63612--A 15309032 11/05/15
3 63613--D 15309033 11/05/15
4 63614--D1 15309034 11/05/15
5 63615--LG 15309035 11/05/15
6 63616--KG 15309036 11/05/15
7 63617--E 15309037 11/05/15
8 63618--G 15309038 11/05/15
9 63619--H 15309039 11/05/15
10 63620--HGE 15309040 11/05/15
11 63621--CGE 15309041 11/05/15
12 63622--C 15309042 11/05/15
13 63623--JGE 15309043 11/05/15
14 63624--J 15309044 11/05/15
15 63625--I 15309045 11/05/15
16 63626--XGE 15309046 11/05/15
17 63627--F 15309047 11/05/15
18 63628--N 15309048 11/05/15
,1.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI V VERT FY, OR - AGE)T2 THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DI WENS!ONS)SUBMITTED BY TRUSS MFR.
Top chord 4x2 HF #2 -T2 4x2 HF #1&Bet.: See detail STRBRI BR1014 for bracing and bridging recommendati ons.
Bot chord 4x2 HF #1&Bet. :B2 4x2 HF #2:
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 I RC-12 section 301.5.
factor for dead load is 1.50. Truss must be installed as shown with top chord up.
Sheathing is requi red for any longitudinal(drag) forces. All Fasten rated sheathing to one face of this frame.
connections to be designed by the building designer.
W=3X5
T
L' I. - ll u L - - J .. - - L [ T
1-6-0
1-6-0
1.5X3111 1.5X3111 1.5X3111 1.5X3 III 1.5X3111 1.5X3111 1.5X3 III 1.5X3111 1.5X3 11111.5X3 III 1.5X3111
1.5X3111 1.5X3111 1.5X3111 1.5X3 III 1.5X3 III 1.5X3 111 W=3X5= 1.5X3111 1.5X3 111 1.5X3 111
0"12 1.5X3 III
L 28-2-8 -"fi
1< 28-4-0 Over Continuous Support
R=114 PLF W=28-4-0
Note: All Plates Are 2X4 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4 0) 15.01.01. ..A•a'PRO *TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft.
Tnlss Compoaw�s Of Oregon (503)357-!118 ••WARNI NGI"READ luu RUM Alt NOTES ON MS ORM MI TC LL
825 N 4th Ave,Comdws OR 97113 ••I ' ROAM MS ORM To ALL oNm.cruus iNauoi Ng THE IxarAlarss. �'t`�(f*"���" 40.0 PSF REF R7175- 63611
`I"' A>% !�+ /� 14859 9 TC DL 10.0 PSF DATE 11/05/15
"woI BC DL 7.0 PSF DRW CAUSR7175 15309031
, BC LL
a 72II,:',2 . :
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - A)
Top chord 4x2 HF #1&Bet. :T2 4x2 HF #2: + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #2 :62 4x2 HF #1&Bet.: bridging recommendations.
Webs 4x2 DF-L Std/Stud
Negative reaction(s) of -230# MAX. (See below) from a non-wind load
Max JT VERT DEFL: LL: 0.34" DL: 0.37". See detail DEFLCAMB1014 for case requi res uplift connecti on.
camber recommendati ons.
Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve
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.
I- 5-3-0 2"7i 13-0-0 _I_24.5" 7-10-8 -I
,30" TYP. ,
3X5= 3X5= 4X12 3X5= W=3X5= 3X5= T2 3X10=
1-6 0 / L- ` \ +� „ �+ L 1-6-0
-4- 9-0-0 J_
B2
3X5= 3X5= 4X12= W=3X5= 4X12- 3X5= 3X10= 3X7
7-10-8 ›..1.c 20-5-8
0j2-6-12_1_2-6-12�3"B 2-7-82-612 2-6-12 2 6 12 2-6-12 2-2-0 2-7-8 2-6-12 2-6-12 0"12
5-2-4 13 2-7-8 �I` - 5-1-8 ` u.5-1-8 1I
2-2-0'I` 2-7-8 'f` ...±..5-2-4 I
28-4-0 Over 3 Supports
R=336/-230 R=2141 W=5.5" R=1008 W=1.5"(++)
Note: All Plates Are 2X4 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(O%)/4(0) 15.01.01. p211fij TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft.
Pe
Truss Coln nems of Ore o 503357-?I18 •nmaxi NGI"PEW Ao FOLLOW AL ON MIS MwlMm (,
po ••1wWMTAMT•• nWMlwl nils DEM To&u Maw,Mc IDE 1MSTurms. TC LL 40.0 PSF
625N 4W Ave,Comdll�isO 9713 W. �1��� REF R7175— 63612
Trusses rec.re extreme care 1 n fabri cat!no.handl,.sill ppl ng,I nst•I I I ng.B °rn�r; /'M. Unl es,noted others.se. eaBie14656 q r TC DL 10.0 PSF DATE 11/05/15
to perform ng tbes•functi top chord shal I have proper!y attached structural sheathi ng•Ild beitt0111 chord shel I he.a prop.1 y ettech.
„AO/IMO BC DL 7.0 PSF DRW CAUSR7175 15309032
A I��O N ,_ ., BC LL 0.0 PSF CA-ENG CWC/CWC
ANITWCOMR4NY a .'i' .. ,. yo r..,.;"277 2.I:Z.o...itn„nx,Ori°t,oreror'„.mi�.y'":„n;17i.'
Ane»19« never
9 '4. %le'it TOT.LD. 57.0 PSF SEAN— 350871
Ing a rp a,„a,ne,M M• .,nG,ase•,..snot.of eeehslsee,anDI,n«r,M /
8751 Roma Click
.••.,.,,•>• N•r,,Al ngty eel el y far the Designer per wa API;'W','e`;.'” °�•f this.r r.„,., r. . „. 4)j4Nw to DUR.FAC. 1.00 FROM BB
Senemmb,CA 95828 •nat.e a SPACING 24.0” JREF- 1VLC7175Z14
ALPINE:e e „. ,,.. ..W ...e.,... r ... , ....,....org EXP.12-31-15
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERIFY, OR - D) THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR.
Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 DF-L #1&Bet. bridging recommendations.
Webs 4x2 DF-L Std/Stud
ax JT VERT DEFL: LL:
Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber reccommendations0.49" DL: 0.35". See detail DEFLCAM61014 for
load applied per IRC-12 section 301.5.
Deflection meets L/480 live and L/360 total load. Creep increase Trusses to be spaced at 16.0" OC maximum.
factor for dead load is 1.50. Truss must be installed as shown with top chord up.
I— 13-0-0 -1-13.5"
I 10-4-8 {
30" Typ. i
W=3X5=
3X10= 3X5= 3X3 3X5= 3X10=
T �l n \
+9-0-o I
4X5 3X10= 3X5= 3X5= =
3X10
4X5=
W=H0308=
0 12 2-6-12 2-6-12 2-6-12 2-6-12 2-7-8 -3-. 2-6-12 2-6-12 2-6-12 2-6-12 0"12
5-2-4 5-1-8 2-7-8 -3-B 5-1-8 5-2-4
Fc 24-6-0 Over 2 Supports
R=931 W=5.5"
R=931 W=5.5"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01.0 . QTY:8 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Tn s Components of Oregon (503)357-2118 "wARRI mGl" Alm room ALL NOTES 0..1$iwam MI 5�Q1C V�lC TC LL 40.0 PSF
825 N 4fh AvF Comehus OR 97113 "I ' " NMI SU TM13 OWI 'M+�TMkTa>s MUM NsrurEvs. S� REF R7175— 63613
"s"n"" `"I r' 8 /" 4.`1�. TC DL 10.0 PSF DATE 11/05/15
�� chord shall Pave•proper!y attached 14659 'i)
11--
- °" r°ro°; ° ° °r " O5 ,°°"e°" I ie r-
- BC DL 7.0 PSF DRW CAUSR7175 15309033
A I- ��N r� „°,."„ BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY ...A.,::.1, ;�a r.T"`°°°"t°° "°'°P"`""•°"^`•";�°^";�,��,,,�,.",°.a?'"�dP�o."."p" ,:"" - •. 9 $.' TOT.LD. 57.0 PSF SEQN- 350888
A.":g.,I."ani.::::174;
..<... w:N"sero"".::::::?=.-- r°ini:e:.r�.fr.....".i"'e�,":`i:"s° k 7.\46 y�i
051 Roma Circle
...WWIIIty o :wlI::.°Cosigner..;Mal NI See. °••' ,s'TjAkW.C1�01 DUR.FAC. 1.00 FROM BB
Secnmrnm,CA95B28 ALPINE:rant °" °.. _eve.tpl.syoe.e,..A w...°"I notes "°uge y.°°,thes• `,n..ocean.. . SPACING 16.0" JREF- 1VLC7175Z14
EXP.12 33 15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - D1)
Top chord 4x2 DF-L #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 DF-L #1&Bet. bridging recommendations.
Webs 4x2 DF-L Std/Stud
Max JT VERT DEFL: LL: 0.47" DL: 0.33". See detail DEFLCAMB1014 for
Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations.
load applied per IRC-12 section 301.5.
Trusses to be spaced at 16.0" OC maximum.
Deflection meets L/480 live and L/360 total load. Creep increase
factor for dead load is 1.50. Truss must be installed as shown with top chord up.
I 13-0-0 10.5"
I- I- 10-4-8 {
f 30" Typ. I
3X5=
W=3X5=
3X10= 3X3 3X5= 3X10=
1-6-0
+9-0-0 I
3X10= 3X5= 3X5=
3X5= W=H0308=
3X10= 3X5=
0"12 0"12
2-6-12 5-2_4 2-6-12 _I, 2-6-12 _ 2-6-12 2-7-8 .,1'� 2-6-12 _l_ 2-6-12 2-6-12 2-6-12
5-1-8 I 2-7-8 I 1' I 5-1-8 +
5-2-4
24-3-0 Over 2 Supports
R=921 W=2.5" R=921 W=5.5"
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:4 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Tm 5C1r4Ioa®isofCTegoa 503)357-1118 ••WARN! I••Ruo FoLLowNI mrsarnasDim Ncr S�4) dfiE TC LL 40.0 PSF REF R7175- 63614
625 N4N Ave,Comdms OA 97113 '•1 FINNISH THIS No ALL ^^s r MOUE.MO THE r rmuuas. +'''' �,,
t.p•rformi ng these funeti°`sp•r `"'r' 4• 14H59�Q♦• TC DL 10.0 PSF DATE 11/05/15
,Oillhk top chord shill I hay•properl y attached structural sheathi ng and bottom chard stal I have a prop•r1 s attached Q • r
. (h�_ w ,°" 1 "� BC DL 7.0 PSF DRW CAUSR7175 15309034
�NBC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY °;C:. °" e.;:,"-.°:r.,"::.%'" et 1.1:"L.,`",:777�a;.a ;..:to"aM:,7.°.,.°'.°:;.'"."vert."r"aoo:°'°" ....0 Itr TOT.LD. 57.0 PSF SEQN- 350890
„Z.: • n pr'n1M sr:7,:::::::,„;,". tI.• .In �••i tl°il•ar.°.n0�°t°•'Y nt"•atu,"•°°.•"i •FC 7,1Q�
8751 Room Click
...wool,�g.NE:.. •v;.•;:...on.,, EIM::.�`, •`2.'"° "' S7jANW.CKAQ OUR.FAC. 1.00 FROM BB
SeOue'm,CA95ffiB ....•° •". •.°°•. °•"• g.ATM gen•rei "°"d" ° «.eb we..°• f•.rg Lev
SPACING 16.0" JREF- 1VLC7175Z14
EXP.12 31 15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DI MENSI ONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - LG)
Top chord 2x4 DF-L 2400f-2.0E :T2 2x4 DF-L #1&Bet.: 2 COMPLETE TRUSSES REQUI RED 1 <
Bot chord 2x6 HE SS :B2 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Std/Stud Nail Schedule:O.120"x3", min. nails
:W2, W4, W6, W8, W10, W12 2x4 DF-L #2: Top Chord: 1 Row 812.00" o.c.
Not Chord: 1 Row 8 6.00" o.c.
Special loads Webs : 1 Row 8 4" o.c.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails
TC- From 70 plf at 0.00 to 70 pIf at 24.50 in each row to avoid splitting.
BC- From 14 pIf at 0.00 to 14 plf at 24.50
BC- 3726.46 Ib Conc. Load at 6.80 Negative reaction(s) of -2386# MAX. (See below) from a non-wind load
case requi res uplift connecti on.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Wind I oads and reacti ons based on MWFRS.
DL=4.2 psf.
Max JT VERT DEFL: LL: 0.38" DL: 0.41". See detail DEFLCAMB1014 for
Deflection meets L/360 I I ve and L/240 total load. Creep increase camber recommendati ons. Roofs incorporating this truss require
factor for dead load is 1.50. consideration for pondi ng design by Building Desi gner.
The TC of this truss shall be braced with attached spans at 24" OC in Truss must be installed as shown with top chord up.
Iieu of structural sheathi ng.
JT PLATE LATERAL CHORD
NOTE: UPLIFT REACTION. Truss designed using vertical No SIZE SHIFT BITE
restraint as shown below (R=-2386). Engineer of record shall [ 5] W3X7 2.50 L 1.25
design connections and structure to resist uplift reactions. [11] W4X5 S 1.25
Engineer of record must review and approve this design prior to [12] W3X7 2.25 L 1.25
fabrication. [16] W3X7 2.25 R 1.25
[19] W4X5 2.00 L 1.75
[20] W3X10 S 1.75
[23] W3X5 S 3.00
3X10= 3X7[5]= 1.5X3111 4X5[11]= 3X5= 3X7[16]= 3X10= 3X10[20]=
• o
1-6-0 W2 W4 �� = W10 C 12 ' 1-6-0
I Mil_ _r. _ 9-0-0
3X5111 3X10= 6X10= H0508= B23X10= 3X5[23] III
3X7[12] 4X5[19]
L- 20-6-8 --L 3-11-8-
1"12
3-3-8 3-3-8 4-8-2 4-8-2 4-8-2 3-8-12
1' 2 3-3-8 3-3-8 4-8-2 4-8-2 4-8-2 3-7-0 1 2
IfL_ 24-6-0 Over 3 Supports
R=2975 W=5.5" R=5111 W=5.5"
R=-2386 U=2 W=5.5"
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01.:•tY,tRPROFF Y:1 OR/-/1/-/-/R/- Scale =.3125"/Ft.
'*WARM Nal••WAD AND FOLLOW ALL MOTES ON 1X18 DRAM MGI
Truss Components of Oregon 503 357-1118 '�
po ••IrwrAxr'• FUND ax.x s WWI TO ALL CONTRACT=IMCUMII NO TIE I 5 TC LL 25.0 PSF
825N 4N Ave,ComelmsO 9713 � n #t�F�. REF R7175- 63615
/ 14859 ' r IC DL 10.0 PSF DATE 11/05/15
/411114. aolfrIMp BC DL 7.0 PSF DRW CAUSR7175 15309035
AIL,I�ONI ..b°I ^. •- -.... BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMR4NV ° .< :e:�°"g°°"�°,s"`r""°i"•`"".e.:"`.;i."""Msi<T°I,.°..°.",�"i I"'. °> '.°° 9/ QFC 7 19�9QQ�iv TOT.LD. 42.0 PSF SEAN- 350865
:.:::::.M;
uM.n MMI.strap.r wwr V:Il rslp V.2_,. . t,::r .r.r.buir.a norm M
M15TRw®,CwIe ..a,:IDI, a NN1eDo. ..r...r. p r."s..t....r. ..M 4N .c OUR.FAC. 1.15 FROM BB
T411 di np Des, AM II s...:."
SM;I®eIIb,CA 95638 EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFIY VERIFY, OR - KG) THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUeMI TIED BY TRUSS MFR.
Top
chord 2x4 DF-L 240oftchord 2x4 DF-L 2.OE 2 COMPLETE TRUSSES REQUIRED 1 < <
Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:O.120"x3", min. nails
Special loads Top Chord: 1 Row 8 1.50" o.c,
Bot Chord: 1 Row 812.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Our.Fac.=1.15) Webs : 1 Row 8 4" o.c.
TC- From 35 plf at 0.00 to 35 p1 f at 9.33 Use equal spacing between rows and stagger nails
BC- From 7 plf at 0.00 to 7 plf at 9.33 in each row to avoid splitting.
TC- 1001.66 Ib Conc. Load at 0.60, 2.60, 4.60, 6.60
8.60 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
TC- 647.77 Ib Conc. Load at 3.31, 4.98, 6.98 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
DL=4.2 psf.
Wind I oads and reacti ons based on MINERS.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
JT PLATE LATERAL CHORD The TC of this truss shall be braced with attached spans at 24" OC in
No SIZE SHIFT BITE lieu of structural sheathin
[ 1] W4X5 1.75 L 1.25 g
[ 4] W4X5 1.75 R 1.25
[13] W4X5 1.75 L 1.25
[14] W4X5 1.75 R 1.25
4X5[1]= 2X4111 4X5[14]
I , I 0 0 IO LI C
1-6-0 � W22 8 1-6-0
9-0-0 i
4X5[4]= 4X5[13]= 3X51I1
3X5 III
1!"12 5"102-3-2 1
1y•2 2-3-2 i 9"2 T �_�_8 �' 1-8-0_ _ FIs 1d 2-4-14- - 1�2
9-4-0 Over 2 Supports >1
R=3617 W=5.5" R=3726
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. 1'ftROF„ TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-3118 ;'!ARNI NCI"REAoMO Fouw AU No,Fs ON THIS owm Mai TC LL 25.0 PSF
825 N 4N Ave,Comelms OR 97113 "l °"w'THIS no m ALL oonwAnms INCUBI NO*Sc nasruam. ,41111"*.-� �, REF R7175- 63616
`s""'." analprovi d•temporary breci ng per CSBel ass noted otherial se. r-
,Aihi tap chord she/I hew./proper!y attached structural lhaathl np and bottom chord shal 1I. 14859 ' IC DL 10.0 PSF DATE 11/05/15
A fI� B.B7 ,. BC DL 7.0 PSF DRW CAUSR7175 15309036
�[ )IJ N from t„„ ,. _ BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMm4NY ..i 9. i.er..i, > ,.,,,..NNS"" e�.."ance o-..i.oi with
i ws�nvi,.«n.M ne.�.a». ..�^.�i....i,w .,t�j�Ec 7.00 Q477 TOT.LD. 42.0 PSF SEQN- 350857
r..y...n. s t.l r.r eM a.r '.,:z 1M..lull l..t.... •s
8351 Roma Cimle r.....al,i ..,i,a per N1121/191 ts..`l...C.w.rt .....� ...,,>....,, .r...a. -'4NW GO OUR.FAC. 1.15 FROM BB
ScmmaaR,CA9SB18
EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14
....,........,.�...,....,.. ...rr.........,... . .". �«...,...,.....r.
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - E)
Top chord 4x2 HF #1&Bet. -F2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bridging recommendations.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve
Deflection meets L/480 live and L/360 total load. Creep increase load applied per I RC-12 secti on 301.5.
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
7-10-8 I6 1_, 7-10-8 {
30" Typ.
3X3
2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10=
2X4 III
1-6-C
_ 4_9-0-0
3X7 3X10 2X4111 3X10
2X4 III 3X7=
0"12 0"12
2-6-12 2-6-12 2-7-8 "8 2-7-8 2-6-12 2-6-12
5_P-4 2-7-8 "8 2-7-8 5-2-4
l< 16-3-0 Over 2 Supports
R=926 R=926 W=2.5"
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0% /4(0 15.01.01.•„tr-.1.BR, •TY:g OR/-/1/-/-/R/- Scale =.5r'/Ft.
Tnsss Componems of Oregon (503)357-116 ••WARM N6l••Rrwo MD Fauox NJ_NOTES OR MIS DM!MI REF R7175- 63617
825N4th Ave,Comdws OR 97113 •al •• F11°"a'MIS OGRI N%1O"LL aMlmre,ms iRewor xNIxmRums- �5 *irRems repul re extreme TC LL 40.0 PSF
the,otestod,t,on,RCSI,in parlor.no*****functi ens. I natal I ars shal I provl de temporary Oraci ng p•r BM. Uri ess noted Otherwi.i.I� _• S.andf. !let 14859 F9 IC DL 10.0 PSF DATE 11/05/15
r
A�Ln 2 :' :, ""7":." ,awl on BC DL 7.0 PSF DRW CAUSR7175 15309037
��O N C "„Components"..a,<, .,a r�4;,o",r•. ".rard • , ,, from",�, .. .. BC LL 0.0 PSF CA-ENG CWC/CWC
AN n-w COMPANY ,i 2;"2:7.:=.....n•i` o..Inc;.,n.ri„•r ,.o.,� " '. "'s o. 9 V
.a9. .O WN.m*malosing •R.a.Ni It.Dams'''.'t. or 0000000M e!emineer '9j FC 7,19� �Q�i.r TOT.LD. 57.0 PSF SEAN- 350884
8.351 Row=Circle
".:...r.wrxE... m.-•I'r,°rm.,On �.A•.jOh'<9.000. ot.. •fl• •, .,.nr«. ..rr«,.f..•,• ANW.GHp DUR.FAC. 1.00 FROM BB
K
SanmOlo,CAUSIIR F".,..•,.fora:TRI,••<r,,,;t.•.."•<.r",<,.,,,,..,<r,.,. IC,,.,,: SPACING 24.0" JREF- 1VLC7175Z14
EXP.12-31-15
THI S DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - G)
Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #2 bridging recommendations.
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.
1 30" TYP. 1
3X5=
W=3X5
2X4111 3X5= 2X4 III 2X4 III 3X5 3X5 2X4 III 3X5= 2X4 III
1 / 1-6-0
9-0-0
3X5= 4X5= 3X7- 3X5 W=3X5= 3X5 3X5
10-2-0 �1< 13-0-0 >I
0"12 0"12
2-6-12 _I_ 2-6-12 + 2-6-12 2-6-12k 2-6-8 ..1„, 2-6-12 _1_ 2-6-12 2-6-12 _I_ 2-6-12
5-2-4 5-1-8 2-6-8 —I 5-1-8 I 5-2-4 I
1< 23-2-0 Over 3 Supports
R=513 W=5.5" R=1572 W=3.5" R=648
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 .- QTY:3 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Tnus Com Rents of Oregon 503 357-!118 ••WNINI MOI•• AM FOLLOW ALL Nobs all OHS Mai IGI ��CD Opt
••IIPNNTAMF^ MINIM s ORANINO TO ALL CONTRACTORS INNOI NO ME INSTALLERS. TC LL 40.0 PSF
szsx4�AYecDmdlaso197�13 \y�� REF R7175- 63618
to perrormi op t he••',not I ons. I nsta I I ars she/I prori do temporary pracl op per PM. OM ass noted othermi se. itt, 14B9p F�. TC DL 10.0 PSF DATE 11/05/15
„Abb., top chord shal I have properl y attached structural sh•athl ng end bottom chord shal I honor a properl y•ttsched
' BC DL 7.0 PSF DRW CAUSR7175 15309038
A(���N —� BC LL 0.0 PSF CA-ENG CWC/CWC
AN RW COMR4NY P°<:". •. Ps .<...,:;`.":'"•`°"•� °`::"""""�"�°�,."°�:'"•°'�°°"";"'°°'':"" •._--•: v TOT.LD. 57.0 PSF SEQN- 350841
Ama Rm ool"O. .:i:IIAaw ....logo:I"° �,...r..o..M..f or.n..I.".I.wI"»rl no TO.T %%lb- �4
MI Roma Circle ems dl'for ,Igooo°i„Igoo•r°.r AlwrmlTA*stO`t S...Sz."or. at, OUR.FAC. 1.00 FROM BB
Secmme.b,CA 95828 µyl NE:.w.•I ni..Ito.co..rn. Pn.tn ors,.n<Awoo.•nm.a..<ry.co.. mc.r....i o,••rs•arll ,Cep SPACING 24.0" JREF- 1VLC7175Z14
EXP.123115
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BV TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - H)
Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #2 bridging recommendations.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve
Deflection meets L/480 live and L/360 total load. Creep increase Ioad applied per IRC-12 section 301.5.
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
f- 7-10-8 I 811 I 5-3_0 {
L 30" Typ. J
r I 1.5X3 III
1.5X3111 3X7— 1.5X3111 3X3= 3X7= 1.5X3111
,_6_D
G �� -� 1.6.0
+9-0-0
3X7= 1.5X3III
3X5= 3X5= 3X5=
0 1z 2 6 12 0"12
I 2-6-12 �I� 2-7-8 ��9"8 I 2-6-12 t 2-6-12
f 5-2-4 2-7-8 9"8 5-2-4
I< 13-9-8 Over 2 Supports
R=786 W=3.5" R=786 W=3.5"
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.. �,,...0 QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Compomats ofOre on ((503))357-2118 '•W In s�"zEFA Ma Foca ALL lags aN 1X15 oaWnNGI ,t`'fi.� TC LL 40.0 PSF
825N4th Ave,Coadlus OR 97113 ••IIPmr'wr °IMEMAIM TO ui m^"".Tmo l xa'a'N0 TM l xsru+ms. e� �,�I*�� ��I,, REF R7175- 63619
,`,� �o 14659�9�r TC DL 10.0 PSF DATE 11/05/15
BC DL
'bo; I S 7.0 PSF DRW CAUSR7175 15309039
AL��N , ,...,,,.. . •.„:....r,r.,,.,a. as�.Tr .r....,,a n, ....e..^, ,: ., BC LL 0.0 PSF CA-ENG CWC/CWC
AN RW COMAWN( �.,.,� o� r, ,r.,,,," "' q "' TOT.LD. 57.0 PSF
A seaig«, rawia. .:.gond p aa.ar.e,no.1.1 f profession Mti a»n.o 9� "Fc,;•.19s Q� SEQN- 350897
"`.,o.eSeo.P. " ' 4NW Ch44 DUR.FAC. 1.00 FROM BB
83518 ea Cirtk r•+r..a ei,are an.ri,a�.o`w.i e..r r•r wmmi s,e.z."' 'ry
SN:nmmb,CA 95628 .P N SPACING 24.0" JREF- 1VLC7175Z14
F. ..TP. ,..,.,.. .. , ...,..... r..... « . EXP 1?91-1 s
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - HGE) THIS DWG PREPARED FROM COMPUTER I NPUT(LOADS 6 DI MEN5I ONS)SUBMI TTEO BY TRUSS MFR.
Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #2 bridging recommendations.
Webs 4x2 DF-L Std/Stud
Bno
Deflection meets L/480 live and L/360 total load. Creep Increase IIoudom applIed perchordcked IRC-12rsectionpsf 301.5n-concurrent bottom chord live
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
Sheathing is requi red for any longitudinal(drag) forces. Al I
connecti ons to be desi gned by the building desi gner. Fasten rated sheathing to one face of this frame.
JoHL1hiO
+
-
/,/'/, / /////,/////i%///////,% / +9
0"12
IT` 13-8-0 -ii
11
13-9-8 Over Continuous Support
R=114 PLF W=13-9-8
Note: Al I PI ates Are 1.5X3 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.1 .. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss CompoowtsofOregon (503)357-3118 wARNING!••MAO MO TOWN Al NOM w THIS mAnxci ��bp TC LL 40.0 PSF REF R7175- 63620
825 N 4th Ave,Comehus OR 97113 '•I gym '• Wiwi a�Tin s own w ALL CONTRACTORS MUMMY INSTALLERS. ,�t���
Trusses regui re extreme c•re I n fabri cat!ng,handl I.,shi ppl.g. ,net....and.,...e•BeTsr te end f°,l.to porter.ng<hit.functi ens. 1 nate,I•r••hal I provi de temporary bracing per BCSI. .1•••not.otherel se,
�S/" (4859 ' TC DL 10.0 PSF DATE 11/05/15
446 , top chord shol I have properl y attached structural sheathi ng a.bottom chord she,I have a proper!y attached
A hn 2 "„o; , ,_� BC DL 7.0 PSF DRW CAUSR7175 15309040
,L='O N I °�... °.. . .. ° `" °"° °' ""` ....<.,, BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY °;':" ." `"g.`"t°°s:a��^ ° "°co�.e;:,.:":l aM�,:SI/TPI 1.,`v'.<..r°for'..".���.° "°oP�trt �; iM.*M �i fc'' 19ag Qo. TOT.LD. 57.0 PSF SEQN- 350900
MI Roma ride
po^•l•O�•>• u.aM�roi.n.,,..wrwwim`1s.n.:. '°' ^ ' ' /A0W.GRP DUR.FAC. 1.00 FROM BB
Secmwob,CA 95828 ALPINE,^.. ° ...T.i on ^..< ".... rT SPACING 24.0" JREF- 1VLC7175Z14
u «. . EXP 19-91-15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - CGE)
Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 live and L/360 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
Sheathing is required for any longitudinal(drag) forces. All Fasten rated sheathing to one face of this frame.
connections to be designed by the building designer.
F - - - -
1-6-0 1-6-0
///,%///meg
0"12 0"12
6-8 —II-
6-8-0 Over Continuous Support
R=114 PLF W=6-8-0
Note: All Plates Are 1.5X3 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 +"x . 0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tnus Componems of Oregon (503 357-'?118 "WARMI xcl"•READµo ramp ALL xmrs ox Tnls Nol /� REF R7175— 63621
825 N 4W Ave,Comehus OR 97�13 "Ilsmr'wr" cues" I s°""n DO TO Au'nn""noxs i NO nt:uaru+Nxx gSt.f 1 . `fix, TC LL 40.0 PSF
`a `"'r` ir:' 14B59 fi9�� TC DL 10.0 PSF DATE 11/05/15
r
n o� ,bp, "per SCSI
,n"° 1 3^4 BC DL 7.0 PSF DRW CAUSR7175 15309041
Al�rO N °" , : °°°,`"° ° °c."° Refer to
drawl 7 ° st•nd•rsi el et.
BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY 'n;::". °n a:.."s.1't..,"::�`•"•;°:�'2e:re �°.::.�"`µzl�,el,.:°ro:'.;:.r�;.."";.'pp;.:°" ... 9 „ TOT.LD. 57.0 PSF SE N—
'L M •.;�1 7.:>.>.f.: II l.N 7;.:'° 7 1%.,"° w. „e>N.I°"=" n«rI j,p�QFC.7,AO X41* Q 350880
8751RovmNChole ° •'N11fsNoWII ino MiNor per NCN/RI`1Soo,. `O "' ""' "" . _f/ a DUR.FAC. 1.00 FROM BB
Smmmenm,CA 95828 For ALPINE.m_el ore i nforneti en No thi s j ob's general notes pagePl n.I N.°n. TPI "".In., Ince We"she,
/MIN C. SPACING 24.0" JREF- 1VLC7175Z14
a. °n.es• Icceb FXP 12-3L35
_ _ -
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - C)
Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 Iive and L/360 total load. Creep i ncrease
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
F 2-9-0 _i_ 14" I` 2-9-0 H
F30" Typ. H
1.5X3111 3X3= 3X3= 1.5X3111
1-6-0 1-6-0
+9-0-0
1.5X3 III 1.5X3 III
•
3X3= 3X3=
2-7-8
o 2-8-4 1 1-3-8 M 2-8-4
G-8-0 Over 2 Supports
R=380 W=1.5" R=380 W=5.5"
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10% 0%)/4(0) 15.01.01.Ia(.• ;s ITY:2 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tmss Com o®ts of Oregon 503 357-L1lg ••WARNI NOI••REAS No HELM Au NOTES ON leis Pm ,t,
po ••INNRAMf•• nNNSM THIS DRONING TO ALL CONTRACTORS IIS 111E INSTALLERS. TC LL 40.0 PSF
825N4N Ave,Comdmso 9713 Sea er;""'4,�I„ REF R7175— 63622
"Ins CA<% /' 14858 9 tal I era shal I provi de temporary bra.ng per RCS, UM•s•noted otherwl se. 4t r TC DL 10.0 PSF DATE 11/05/15
yellto Moroi ng th•se functi ans.„Abb., top chord shati have properl y attached structural sh•etni ng and bottom chord shal I have a proper!y attached
l BC DL 7.0 PSF DRW CAUSR7175 15309042
A�PO N e „d.a s e ere, ., o - o ,..a . ., BC LL 0.0 PSF CA-ENG CWC/CWC
AN RW COMPANY awl .. bra,.y o trusses. ANSI TEI 1.or for handl I og.sill P,I nae
A....io, Rq. the truss�La�Isd•n•nNlnsiance*I hlnslw<..• .,aroerN.Ln.<•. n»rIR� 4. 6q 7 1989 �iV TOT.LD. 57.0 PSF SEAN— 350875
8351 Roma Circle
wds'hII S,a The NII Weisner per NISI/Tel I ISee`i•" "•• `"I,dr..In r nd nr.I. h. d'"4 w.C 1:31DUR.FAC. 1.00 FROM BB
smwooOo,ca 95821 SPACING 24.0" JREF- 1VLC7175Z14
ALPINE:wFor n e<...s.TPI..e.< N<A.....e.dldd. eh ...Ioss.r..erg EXP.12-31 15
THI S DWG PREPARED FROM COMPUTER I NPUT(LOADS&DI MENSI ONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - JGE)
Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bridging recommendations.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 live and L/360 total load. Creep increase
Truss must be Installed as shown with top chord up. factor for dead load is 1.50.
Sheathing is required for any longitudinal(drag) forces. Al I Fasten rated sheathing to one face of this frame.
connections to be designed by the building designer.
2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III
m _ 0 J J J J 1 - V ,J J L
1-6-0I
4 - - - - - +N - - N+ - - _ - 1-6-0
////7/�// //�////// / / ��
/ �/// / / // , +s-o-o
2X4 III
0"12
17-8-8
1< 17-10-0 Over Continuous Support
R=114 PLF W=17-10-0
Note: AI I PI ates Are 1.5X3 Except As Shown.
Design Crit: CUSTOM/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0% /4(0) 15.01.01.4../1i:•;, iTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft.
Tmss Cornrnsts of Oregon (503)357-!118 "WARM MDI••READ AMD FOLLOW ALL ROILS ON THIS mai MGI
87S N 4fh Ave,Comehus OR 97113 ••I •• FURNISH TM1E 0A11 TD ALL CONTRACTORS IMAM NO TIE INSTALLERS.ci ng.Refer to and fol low a4C I(4w"'-��� TC LL 40.0 PSF REF R7175— 63623Trusses require extreme c•re I n fabri ca.ng.handl i ng,shl poi ng.I nstal I I ng
the I atest ed.ti on of NCSI (WI I.ng Component Safety I nformatI on.by TM and u;r' 14858 9 �, TC DL 10.0 PSF DATE 11/05/15
pp O011 top chord stud I have properl y attached structural sh•athi ng end bottom chord she.I have a proper!y attached
sr BC DL 7.0 PSF DRW CAUSR7175 15309043
AL_PI N E B . .r.,. Gr for,... for any devi ati on o.d on
II'
BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY
drawl
r a bracing o trusses.
truss IComponents
conformance woup I ith ANSI/TM 1.or for handl e, nine. V
F S§I TOT.LD. 57.0 PSF
e... .��ur. .au��d.
A«u«M:Nr«in Ar= nw naudR<AIA Ar«1w�w1«<Aa Aeen•.M.Ar Argr:41 anl«Aflp A9/ C,7,19 Q� SEQN— 350893
..,«,,.,1 ...>«r<«a..1R..Ad.N. <>.«.«.r<.,.r....r r..> S..... ���Q OUR.FAC. 1.00 FROM BB
8351 Roma Cock >«.i.i1 > r •ri1 AR w.i peer on AM?PI 1 s«.z.
seLNo,aam,caesals SPACING 24.0" JREF- 1VLC7175Z14
ALPINE:now.alAnel
.,T> «..<e N A.www.sbel.d.ar>.con. «.Inn.1 CC1101.0.org EXP.12-31-15
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFI Y VERI FY, OR - J) TNI S DWG PREPARED FROM COMPUTER INPUT(LOADS N DI MENSI ONS)SUBMI TTEO BY TRUSS MFR.
Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for bracing and
Bot chord 4x2 HF #1&13et. bridging recommendations.
Webs 4x2 DF-L Std/Stud
Max JT VERT DEFL: LL: 0.28" DL: 0.18". See detail DEFLCAMB1014 for
Deflection meets L/480 live and L/360 total load. camber recommendations.
Truss must be installed as shown with top chord up.
f
I 25 H
7-10-8 -1- �_ 7-10-8
F 30" Typ.
2X4111 3X10= 2X4111 3X5= 3X5= 2X4 III 3X10= 2X4111
....... .,....J4141
1-6-0 I 1
V i- -- 1 I6I 0
9-0-0 4
3X10= 2X4 III 2X4 III 3X10=
3X7= 3X7=
j 12
0 1z
2 6 12 5-2-4_ 2-6-12 >I� 2-7-8 I 2-2-8 �I� 2-7-8 2-6-12 5-2-4 2-6-12
k17-10-0 Over 2 Supports
R=1017 W=5.5" R=1016 W=3.5"
Design Crit: CUSTOM/TPI-2002(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 .T QTY:3 OR/-/1/-/-/R/- Scale =.375"/Ft.
TrussComponertsofOregon (503357-!118 '•WARNIN61a• AND HAM ALL NOTES ON THIS MEI NM (�Q�� �F�C TC LL 40.0 PSF
825N4th Ave,Comelms OR 97313 "DANT'• FURNISH DRAWING 1.AL mfNIplLlppl INCLUDING TIE INSTALLERS. 4� '�, REF R7175- 63624
Trusses roc,re extreme care I n to perrorml ng these funs,one. Instal/•rs she!I prowl de temporary bro.ng per I� a. `SI` goferd bract ng.ass noted othermi se. wdS �¢�` TC DL 10.0 PSF DATE 11/05/15
,o401641/4 top chord shal I have prop,1 y attached structural shoat',no and bottom chord shal I have a proper!y attached ¢ r
"bp, anda.. BC DL 7.0 PSF DRW CAUSR7175 15309044
A IL-u Ot VBC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY 1...i .. .. .y ITNcr....,.��r...io'�oo.e..oa.�cn�,w�sl iTvi t..rP�e.�n.�ai�y:°cni..�� , -
•.»Ign ::::INII«eee„W I tl»it..Yr»InR'srn:�,a,`iii. »C•y ai�rof»SI»NIT tn.ln«il u. K...
F�..•7 ►ge9 tiv'eTOT.LD. 57.0 PSF SEQN- 350807
03lx ».clink »»..lpL.�Nt: . :.SLI �r..:nN.In:`�s...:. . ., ..� ... ... . NW.CHte¢ DUR.FAC. 1.00 FROM BB
3ammmA5CA95B28 For more 1..»... .. . t. 9.RT».neral ».sa ge.a" ry...d the, ».. . . SPACING 24.0" JREF- 1VLC7175Z14
EXP.12 31 15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMI TTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - I)
Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bridging recommendations.
Webs 4x2 DF-L Std/Stud
Max JT VERT DEFL: LL: 0.27" DL: 0.24". See detail DEFLCAMB1014 for
Bottom chord checked for 10.00 psf non-concurrent bottom chord I i ve camber recommendati ons.
load applied per IRC-12 section 301.5.
Deflection meets L/480 live and L/360 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
21.875"
7-10-8 {- -I
7-10-8 -I
J
f 30" TYp• 1
2X4111 3X10= 2X4 III 3X5= 3X5= 2X4111 3X10 2X4111
1-6-0 \ 1-6I-0
3X10= 2X4111 2X4111 3X10= 3X7=
3X71.
jj� 2-6-12 _ 2-6-12 + 2-7-8 1-11-6 2-7-8 2-6-12 2-6-12
2-7-8 `I` 1-11-6 I`
5-2-4 2-7-8 �I 5-2-4
lac 17-6-14 Over 2 Supports
R=1002 W=5.5" R=1002
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 ;:Il[ QTY:5 OR/-/1/-/-/R/- Scale =.375"/Ft.
Tmss Composes is of o 503)357-1118 ••RIARNI MGI••READ AND FOLLOW ALL MOTES OM NIS DRAIRNGI 4.�st !' TC LL 40.0 PSF REF R7175- 63625
825 N 4th AvF Com as OR 97113 ••IYRRRmM•• at TO a Owl NO TO ALL NIDRAC ORS I MNDI NO TM ...TALLER.
Trusses retied re extreme the I attest.edi tl on of.SI`B v,e I n fah,c•ti ng.handl I ng.she poi no.I nstal I I ng end Israel ng.Refer to and fol I ow "/' 148594. TC DL 10.0 PSF DATE 11/05/15
to perform.ng these lune.,40116., too chord shal 1 hav•proper!y attached structural sheathing end bottom chord shal 1 have a proper!y Attached r BC DL 7.0 PSF DRW CAUSR7175 15309045
A f���N 0.0 PSFCA—ENG CWC/CWC
AN ITW COMPANY a.:.i, s .. •s.n.en ITeleunn 1 =.e..�'.t..i tnlle'SI;TPI I..ire.'hn.di g":haRh1 R.� ',.
v TOT.LD. 57.0 PSF SEAN- 350839
A.seal OOP this• SIM or OsarNNN n.unM thi.....ig.tIn d use d.'im R"'°r professional structure
near,as •t •Fe,7.19'4 RV
83st Havana clrtk r...nnnlhllresponsibil > .for n.r .:ARwrtthe•n;Sae.i.' drawing '•"'•` "� sT/A w.�iWS DUR.FAC. 1.00 FROM BB
Seaman),CA 95828 AtRI ME weer. •nt.° R SPACING 24.0" JREF- 1VLC7175Z14
n n.tip ens, n. ,.t •. R.RICA. .,..dtlnd . .n. «. ..Itt..r..erg
EXP 12_4145
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DI MENSI ONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - XGE)
Top chord 4x2 HF #2 See detail STRBRI BR1014 for bracing and bridging recommendati ons.
Bot chord 4x2 HF #2
Webs 4x2 DF-L Std/Stud Gable end supports 8" max rake overhang. Do not notch.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/480 Iive 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.
3X3= 3X3=
1-6-0
- - - - 1-6-0
s-0-0 I,
/ �///, / /, , /,
3X3= 3X3=
0"12 0"12
2-7-8 1-1-8 2-7-8 5-8-0
2-8-4 1-1-8 2-7-8 5-8-0 0' 2
12-2-0 Over 2 Supports >1
R=353 W=1.5" R=174 PLF W=5-11-8
Note: All Plates Are 1.5X3 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT PYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0r' QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Componaps of Oregon (503)357-;118 ••WARNI WI••on AND FOLLOW Au MolFS oM TMIs DRAM MGI
825N 4tb Av Comdws OR 97113 '•IwmD'xr' "xalsl TMlsmr^MO TO aMmrc,"as MUM. Irsrnums. '��f' TC LL 40.0 PSF
a g REF R7175— 63626
Trusses regul re extreme the I attest edi ti on of SCSI`�"" "bracing, d /' 14858�•S' TC DL 10.0 PSF DATE 11/05/15
,41164, g
87 �;y el ate,to...n rec.of truss and posi ti on as shown above a""," I L ! C DL 7.0 PSF DRW CAUSR7175 15309046
A f�1�0 N I " draw.Refer to " " BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY ', ," brief"g,°.Buss., "„'°`°":'°":"""""�I^",.°"•""".""�^9"";""^>:t:°" 9 ''1 0 �" TOT.LD. 57.0 PSF SEN- 350882
A'ssm .Crawlopsr Nee BC rt,tel•Crwlwi IM N••••••••Iwo!"r.01n Is"i 'E'C ge Q
8351 R Cwt . .I.lreepenal OI I , . .w.I:�,°o..lel ".r w�Awn:.`,:..`:"°use•``""°' "• s`T/A ��AQQ DUR.FAC. 1.00 FROM BB
Ssmmemo,CA 95828 ALPINE,•tial nel t..",..TPI.ti nst.org,�tq.trey.e "a°tr.,°". ICC,ann.I asset.. Nw SPACING 24.0" JREF- 1VLC7175Z14
' r9 FXP 17.31_1c
THIS DWG PREPARED FROM COMPUTER I NPUr(LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - F)
Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 live and L/360 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
F 2-9-0 _F 11" I` 2-9-0
30" TYp• I
1.5X3111 3X3= 3X3 1.5X3 111
1 6 0 - 1-6-0
I
E +9-0-0 '
-17
1.5X3111 3X3--
3X3-2---
X3=3X3= 1.5X3 III
2-7-8
2-8-41-0-8 2-8-4 0"12
-842
6-5-0 Over 2 Supports
R=366 W=2.5" R=366
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Co ,,nests of Oregon (503)357-!118 "WARM NCI.•READ A10 ROLO.ALL NOTES ON TNIS ORRAMDNGI t`eL OF TC LL 40.0 PSF
825N�41 Ave,Cornelius OR 97113 "IDEM" R1A191 MEORANINA,TO ALL COMTAACTEAA MUM N.TO INSTALLERS. cle,,l,..._ �,, REF R7175- 63627
to pair fermi ng those functi ons.I2 " r ,,-mo 14959 \• TC DL 10.0 PSF DATE 11/05/15
r
e. ; •,".°° N BC DL 7.0 PSF DRW CAUSR7175 15309047
A�[�I1N C " °°< °° r. • e. ° or,<,° rate o, °°°wn ", BC LL 0.0 PSF CA-ENG CWC/CWC
AN Irw COMPANY P° . . °° br:e• ."a°f":ru•„"`<"„�°°^°To a^`°:�`"":"s1' 1,.°:°.°.".^^��^°,°."wn°:°" ., ..' �,, TOT.LD. 57.0 PSF SEAN- 350844
A r.t.n :::::74:.....=u.uro sIt•....:.1i I,wl�.n..�..�S�..r4.m.a.,,. L":".l n QFC��19�' t�+4
Aisl Roma Chyle ° .1 PI II.>. tA:al Imo.a A.° r ANSV`TPI;SK`:.'" "••• ` • ••• •' '" ` "^ • NPj QQ DUR.FAC. 1.00 FROM BB
So mrnb,CA 95826 ALPIAE..,,..I°i.•I<...°°.TP1.....<°1".,.°A.WTCA.....,>°i°.0 , ,CC:voweb si .I..,.r..°< 7gMW.0�' SPACING 24.0” JREF- 1VLC7175Z14
EXP 12 31.1$
r la
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS) SUBMI TIED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFIY VERIFY, OR - M)
Top chord 4x2 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 live and L/360 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
30" Typ. -
1.5X3 III 3X3= 1.5X3 III
• !A•
1-6-0I 1-6-0
Oki u 49-0-0
w� 3X3=
•
3X3=
0"12 0"12
JL 2-6-12 __i_1-3-12 JL
FE--4-0-0 Over 2 Supports -
R=228 W=5.5" R=228
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. fl TV:8 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Co ,,nets of o0 (503)357-1118 ••RABMT Nal•'REPO MO roues ALL worts ow THIS OMNI •( `E TC LL 40.0 PSF
825 N 4i�Ave,Cornelius OR 97113 '•I1.OmAwr•• nwWlal'HI'urlw TO ALL owmPnw•IMCMCI ON TE MALLERS. e7 �"" �, REF R7175- 63628
I&' emporary ran!ng per by TN and C/0 for 4Trusses requl re extreme care I n fab.catl ng,handl I ng.shl ppl ng. I nstal I I ng and Israel ng.Refer to and fel I ow 8 14859 14 �9 TC DL 10.0 PSF DATE 11/05/15
to peer..ng these lune.on, E 4116 top chord shal I have properl y Itt/D011ed structural SIIII/Itlii nq and bottom chard shal I hav•a properl y attached
BC DL 7.0 PSF CAUSR71
sec.ons B10,a.., """ ", DRW 75 15309048
A 1LI N •a` o• ", ,_ , BC LL 0.0 PSF CA-ENG CWC/CWC
AN RW COMPANY
drawl
ro,Y,a r. •t o•1.the
trusw'"•`onfor".00e"with NISI/TM 1,or for for
shln"�R."" r
A^t»I m t"b bran!
. .Ibtlq�M°U»InOi IMS».».»n�»....�r.r».I».Irv�I»vby .t01:417.7 v° Q1% TOT.LD. 57.0 PSF SEAN- 350895
"'°`' '°r" '""` °• '•'Z4 at DUR.FAC. 1.00 FROM BB
8331R Cie& —
•••M"•i"i I.r°."m OLA »Cool poor»r xmlml`i sw`i"
Sacramento,CA 95828 'no_'•. SPACING 24.0" JREF- 1VLC7175Z14
ALPINE: .. .t•.cow,.I. " RSA.»..,d.I"d" .". ICC: ..Itt,.f..orq EXP.12-3145
ti
IN(ez RI PI ,1111IAI I WTI TINAu 404 PROp�
ra,
14858
*�
00 Lakefront�, `tiAHw. *IS
Earth City Mo 63005
EXP.tZ-si-i�