Plans (101) ST?-01c, `UG)--/
3�rAO SW l�Jvr- 1-40,
VERIFY LOCATION OF THE BEARING VERIFY RIM CONDITION
STUDS AT THIS WALL HERE !
R k X X X x x,
JUN 2 8 2016
D CO
2 W e--311`x.
CrlYw.
mm 12x4 GIRDER TRUSS.I—0BIMLOINrG
(no_ LL
mw X w
wm G �
U
cc_1 ,i K d 6
U 3
> 7
V7
CO
OCC
E LLE DE DED
KG
cs
J O
LL (7_
-r r_r 8 6-X ;-x 1 IIJ
m
wm
›N
O
c
m 0 O
W
a m
W w
LO m w
)..2—„ 0_— 0
WO fe>-
G L—r
_ � � w>W J
0: D_J
J ° (FLUSH BEAM 0 om-0
! i * * Y x Y X D7 GQ E9 N Y r p R O N 0:-0
t00 81
N O C
J 0=CO
W X ; JNY N
01
O
JOB NO:
1115026
•
PAGE NO:
1 OF 1
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1VLC7175Z1405090056
Truss Fabricator: Truss Components of Oregon
Jobldentiscatioa: 1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR��sp ppppF
Model Code:
Truss Criteria: IRC2012/TPI-2007(STD);CUSTON/TPI-2007(STD);CUSTON/TPI-2002(STD) / $.
EngineeringSoftware: Alpine proprietary truss analysis software. Version 15.01. 14859 '9
Truss Design Loads: Roof - 42 PSF e 1.15 Duration
Floor - 57 PSF 41 1.00 Duration
Rind - 120 MPH (ASCE 7-10-Closed) e
4). FC 7 X45 Q�
Notes: ` 4NW WS
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 CRC 09:00:32 11-05-2015 Reviewer: CNC
SS
# Ref Description Drawing# 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
Il
THIS DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - AGE)
Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: See detail STRBRIBR1014 for bracing and bridging recommendations.
Bot chord 4x2 HF #1&Bet. :62 4x2 HF #2:
Webs 4x2 DF-L Std/Stud Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5.
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.
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= T2
T J „ L u L T
1-6-0 1-6-0
I
�/����������7��V/ ///�/ /��������/�����������������/�// )l�//��/ / /- +9-0-0
1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 n1 1.5X3111 1.5X3111 1.5X3111 1.5X31111.5X3111
B2 1.5X3 III
1.5X3 111 1.5X3 111 1.5X3 III 1.5X3 111 1.5X3 III 1.5X3 III W=3X5= 1.5X3111 1.5X3111 1.5X3 111
1.5X3 III
0"12 0"12
'11- 28-2-8
28-4-0 Over Conti nuous 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.•.(.e.BROK TY:1 OR/-/1/-/-/R/- Scale =.25"/Ft.
'
"MINING!••READ AMD FAIR A"NOTES°N MIS DAM NNGI TC LL 40.0 PSF
Tnlss Componears of Oregon r(503)357-.118 ''�
825 N 4th Ave,Corndlus OR 97113 ••Ilsomurt•• MANN APS MMENN To Au nE INSTALLERS. c Fes. REF R7175- 63611
NI:m`.g°� Mi ,'4 14859 9 TC DL 10.0 PSF DATE 11/05/15
' -0 BC DL 7.0 PSF DRW CAUSR7175 15309031
". •s oti ens B3,137 or NO,es appl i cab.•. Anal y pl etes to•eeli fee•of truss•ne;Iasi ti on as shaven allow.end on
Ano, on el I di np BC LL 0.0 PSF CA-ENG CWC/CWC
Mr
AN ITW COMPANY °.ea. "" r, "s.rWve!„o vo„N.�sore�.:...�..n"u�snvi t or ror n,om oRa"yNn ppi.:"" .EC''`q0 Q�A TOT.LD. 57.0 PSF SEAN- 350873
A"Nal eco ANA no ar Neer mo II tl no tlll.Navin..IMINAN NenA<N mn of ANNA Nal"anal nwrlNq "�
respens1•111 ty sole',far the melon.N..NN. The NINA,I I t,.M N,....tAI. r.. .r any.t n I. ". S"4 w•GV' DUR.FAC. 1.00 FROM BB
8351 RwmR CiRk pont,sl 11 er° eINe lNIIAINq a.I RNN•rnnr ANTI,sK.z.
Seaammm,CA 95828 •��"'•. SPACING 24.0" JREF- 1VLC7175Z14
A�INr.err,.N, .t..."..TPI. . N
mew. .•r,. A ,..n.N"." r,one: r.....,,. . EXP.12-31-15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - 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 :B2 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 connection.
camber recommendations.
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. I
factor for dead load is 1.50.
Truss must be installed as shown with top chord up.
h 5-3-0 -2'I^ 13-0-0 ,I_ 24.5" I 7-10-8
I
I30" Typ.
3X5= 3X5= 4X12 3X5= W=3X5 3X5= T2 3X10=
B2
3X5 3X5 4X'r 4X12= 3X5= 3X10= 3X7f
W=3X5=
Lc 7-10-8 20-5-8 -1
0..12 3"13 0"12
*2 6 12...±...2-6-12� 2-7-8 2-6-12 2-6-12 2-6-12 2-6-12 2-2-0 2-7-8 2-6-12 2-6-12
5-P-4 ;"g P-7-8 I 5_1_8 ,..F.,,..F., ..i_5-1-8 12-2-0 2-7-8 5-2-4 I
Fc 28-4-0 Over 3 Supports >1
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%(0%)/4(0) 15.01.01. 041Raj", TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Compo�mfs of Oregon (503)357-!118 •�WARNI xGIIo T ON TMisl�;� y TC LL 40.0 PSF
825 mAve,eofmO 501297113 "11PORT"' FLOMSO 1��, REF R7175- 63612
Trusses requl re eatreme care I n fabrl cat!ng.handl I ng.shl ppl na.I nstal I I ng and bracl ng.gofer to and fol I ow
the I atest edl tl on of BCSI (1.1 I di ng component Safety I rrrrr atl on.by WI and 1,CA)for safety practl ces prior ¢� 14659 ''y ' TC DL 10.0 PSF DATE 11/05/15
—p•rformi ng th•••fonctl on, Instal I era shal I prowl de temporary bra,no per EICSI. Unless not•d other.me..I4 top chord shall have p rrrrr ly attached structural sheathing and bottom chord shall have a properly attached
,,,a0.01,17.' BC DL 7.0 PSF DRW CAUSR7175 15309032
A fLA N I • "° otherwl se.
• Refer °drawl ,160,2 r°.standard ° °°, BC LL 0.0 PSF CA-ENG CWC/CWC
ANITW COMPANY .f.'71i'."°° r°. °°n:trusses.t'""�":e�te a°.e 5t""Asli�i,.°:°�e�'".�"�i�t°";n pyi nq.°" 9 'fc' 1969 Q ' TOT.LD. 57.0 PSF SEQN- 350871
r i1M'4:17° • .IM ••^t••w H:r.1.....................
.Iw•C.MI.wiIM I
tl a e in"
tal.::7:174';wwIwt•••e
"IrtRI I"""M""°`"' r" 4 �•V OUR.FAC. 1.00 FROM BB
8351 Rwam Click
Pw•I milt,.r i ail< ,'owlan. wr AAM/IPI,Set.X. r , w •w . ". ry"V
st=ameom,CAssess SPACING 24.0" JREF- 1VLC7175Z14
ALPINE..w.a"I °m.TPI.w".t not.°r,..TtA.w°.,.r�"du , °.. �«.wine.I..°°r..erg EXP.12-31-15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TEED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - D)
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: 0.49" DL: 0.35". 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" DC 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.
13.5"
I- 11 13-0-0 1- -I- 10-4-8 H
30" Typ. I
W=3X5
3X10= 3X5= 3X3 3X5= 3X10=
1-
1_6_0 / \ /R\ -/�- .� \ 1-6-0
__ __----1
4_9-0-0 I
4X5= 3X10= 3X5= 3X5= 3X10= 4X5
W=H0308=
2-6-12 5 4 2-6-12 . 2-6-12 5__8 2-6-12 'I_. 2-7-8 'a11-3_QI_ 2-6-12 5_1_8 2-6-12 H 2-6-12 5-2-4
2-6-12
I< 24-6-0 Over 2 Supports H
R=931 W=5.5" R=931 W=5.5"
Note: All Plates Are 1.5X3 Except As Shown.
Design Cri t: I RC2012/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.
Toms Compon®ts ofOregoo 5033357-!118 "WARNI NGI••READ wm MLA ALL wows OM MS MAIM' �QeC� F TC LL 40.0 PSF REF R7175- 63613
825 N 4fh Ave,Comelms O 97 13
"IMPORT/MP' FURNISH "u m"rR"n°RM IMewDl xs MIR Ixsrr�u°n' '�
%a.`1Z,: j,:° G,'7 to fi '. TC DL 10.0 PSF DATE 11/05/15
to perform,ng these functl ons. Instal I ars snel I pro.e•tanper.ry hreci ng per SCSI• UM was noted otnerwi se. ,L
14659 9 '•
w .Mws top chord she!I have proper!y attached structural sheathi ng and bottom.chord shal I nave a properl y attached
permanent
' ..,,...4. BC DL 7.0 PSF DRW CAUSR7175 15309033
A���N CRefer . r.. .Rs TE .. . . BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY 'r .r r. ng"or truces. "'`""�•:"`:";"""•�,"�� ."°�':'"•"'r °. °° m'"" •.` .: /�-.� TOT.LD. 57.0 PSF SEQN- 350888
t....,: ::::74.::::%:::::::!°ttr°;:::i I Mlrut..ar�ni t a..I R row .n.eru.°Mt�°°°I 1 nt" / ,fir.,7,1959
051 Roma c po^•'°"It,. . ,Mop Designer RA-Main.�See,.' r DUR.FAC. 1.00 FROM BB
Maumee CA 95828 For more I nformati e�P NE:',.,,omora,..rr,.TPI se•.tar,,. o.Mrcn....es°er." •r eeeosh well
,...i.,,.r..e.R• �ANW.��P SPACING 16.0" JREF- 1VLC7175Z14
EXP.12 31 15
THIS DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMI TIED 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 I
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 Ii ve camber recommendati ons.
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"
f. {- 10-4-8
30" Typ.
f 3X5=
W=3X5=
3X10= 3X3= 3X5= 3X10=
..... ....- W *444 „,-.41111111111111111111111,4 - ,.00 .4444%..4.4%..-_Imo/ 1-6-0
+9-0-0 1
3X5=
3X10= 3X5= 3X5= W=H0308
3X10= 3X5=
01"2 2-6-12 _i_ 2-6-12 2-6-12 2-6-12 yy 2-7-8 1' 2-6-12 _I 2-6-12 2-6-12 ..±.. 2-6-12 2
-11
5-2-4 5-1-8 T 2-7-8 'M`1''I` 5-1-8 I 5-2-4 '1
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 Cri t: 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.
Trams Com R®Is of o 503 357-!118 ••WARM NGl••RIAa AMO FOLLOW ALL NOM ow Tals mum aGl Tie ORO. TC LL 40.0 PSF
po ( ) ••IMFanwrt•• FUSE .a a Dura NO m ALL rnaraAc,w Iaaaoi MO INSTALLERS.825N4th Ave,Comehus OR 97113 l� ''�'� C.,... TC REF R7175- 63614
co C ,0-,e -14889�Qti' TC DL 10.0 PSF DATE 11/05/15
,40116., top chord shall have properly attaChed structural Sheathing and hottest Chard shell hay*a properly attached
f BC DL 7.0 PSF DRW CAUSR7175 15309034
A ��N I o.° ,• •
BC LL 0.0 PSF CA-ENG CWC/CWC
ANITWCOMFANY .n«.�9«,ion:er. "s trusses
„'2o:."""""":;.�"<s,:,P.,...."..:.���.°";.°Poi e:"" .,-..: q - TOT.LD. 57.0 PSF SEQN- 350890
aro a =:.:7:11:1!"1me a...e.oi imps.... er.ren•amei iemnao "f6 7 lg9 fro
°Oa aner MELTE 1 Soo. FROM BB
>n51 RomaCiM ilia ." .. ".....a..... .. "..., . . ". QR DUR.FAC. 1.00
SxnmoO,,CA 95818 For uLg a.."w".•gmore i". .."".rg o st.e g:M a.�.y" "a".ry.o". SCC.....�..•.... , W.��� SPACING 16.0" JREF- 1VLC7175Z14
ob• page""d.b"•"web•i u•.
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 HF SS :62 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Std/Stud Nail Schedule:0.120"x3", min. nails
:W2, W4, W6, W8, W10, W12 2x4 DF-L #2: Top Chord: 1 Row 812.00" o.c.
Bot Chord: 1 Row 8 6.00" o.c.
Special Ioads Webs : 1 Row w 4" o.c. I
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails
TC- From 70 pi at 0.00 to 70 plf at 24.50 in each row to avoid splitting.
BC- From 14 pIf at 0.00 to 14 pIf at 24.50
BC- 3726.46 Ib Conc. Load at 6.80 Negative reaction(s) of -2386# MAX. (See below) from a non-wind Ioad
case requires uplift connecti on.
120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 1I, EXP B, wind TC DL=6.0 psf, wind BC Wind loads and reactions 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 II ve and L/240 total load. Creep Increase camber recommendati ons. Roofs incorporating this truss require
factor for dead Ioad is 1.50. consideration for ponding design by Building Designer.
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]= 1.5X3III 4X5[11]= 3X5= 3X7[16]= 3X10= 3X10[20]=
10E w2\� W4dIIIIII wto 1-fi-0
I ■i - _• 4_9-0-0 I
3X10= 6X10= H0508= 623X10
3X5111 = 3X5[23] III
3X7[12]= 4X5[19]
20-6-8 >I< 3-11-8->.I
1"12 3-3-8 3-3-84-8-2 4-8-2 4-8-2 3-8-12
iT 3-3-8 3-3-8 T 4-8-2 + 4-8-2 T 4-8-2 3-7-0 1i'12
I< 24-6-0 Over 3 Supports H
R=2975 W=5.5" R=5111 W=5.5"
R=-2386 U=2 W=5.5"
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01.01. (PPAOp Y:1 OR/-/1/-/-/R/- Scale =.3125"/Ft.
Truss Components of Oregon (503)357-3118 "; I !"WAD �0�ALL MTIES 40 TM�s ��"o Cj f TC LL 25.0 PSF
825 N 4D�Ave,Cornelius OR 97113 "1PgRNR' �. 44',OV REF R7175- 63615
<�,'� !i 14659 ' e- TC DL 10.0 PSF DATE 11/05/15
n t .� BC DL 7.0 PSF DRW CAUSR7175 15309035
AI�L=1ONE b°, ., . ... a.°^, BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMM.t8/ A:�. ..° .„� ��fu•�:on.un.a noxacn'Mlw..°K:°�"°.".(��°."s^oPl :°" TO.7.14by V TOT.LD. 42.0 PSF SEAN- 350865
al DA WA
l op
cm
8351 Rome Cuck ^•.°^•p si . m.r is e
m..° . ....^.r. ...,•r•. ^ . n. 9,4 '4Nw.CV' DUR.FAC. 1.15 FROM BB
Smmmmm,CA95828 ..r......•" ....r..^..°"•. •, ° "• .,.° .^.. °•_°•s EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14
Ili
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 - KG)
Top chord 2x4 DF-L #1&Bet. 2 COMPLETE TRUSSES REQUI RED r t :
Bot chord 2x4 DF-L 2400f-2.OE
Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2: Nail Schedule:0.120"x3", mi n. nails
Top Chord: 1 Row w 1.50" o.c.
Special loads Bot Chord: 1 Row ®12.00" o.c.
(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row w 4" o.c.
TC- From 35 plf at 0.00 to 35 plf at 9.33 Use equal spacing between rows and stagger naiIs
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 loads and reacti ons based on MWFRS.
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 road 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 sheathing.
[ 1] W4X5 1.75 L 1.25
[ 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]
1 I- I 0 01 0 0 0 1
1-s-o wz \ F1-11113--------
I- 1-s-o
0 0 0
4X5[4]= 4X5[13]= 3X5 III
3X5 III
1"12 5.10
k 2-3-2 9"2 1-7-8 1-8-0 2-4-14
112 2-3-2 I<9„2 1_7_ 8=I 1_8_0 =5„10" 2-3-2 1q 2
IL` 9-4-0 Over 2 Supports %1
R=3617 W=5.5" R=3726
Note: All Plates Are 1.5X3 Except As Shown.
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.I;:!' VRROAt RTY:1 OR/-/1/-/-/R/- Scar e =.5"/Ft.
•
Truss Components of Oregon (503)357-.118 ••WARMINGI••READ AM FOLLOW ALL OR MIS MAIM Mcl �("
825N 4N Ave,Comdms OR 97113 ••IwaarAxr•• nwll m TMs mvl NO m ALL IRnwI SR TIE NaTAuals. ag Refer to and fol I ow � �, TC LL 25.0 PSF REF R7175- 63616
Trusses reg.re extreme i
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 - E)
Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bridging recommendati ons.
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 IRC-12 section 301.5.
factor for dead I oad i s 1.50.
Truss must be installed as shown with top chord up.
F- 7-10-8 }6
- }- 7-10-8 {
F30" Typ. H
3X3 -
2X4 III
X3=2X4111 3X10= 2X4111 3X3= 2X4111 3X10= 2X4111
1-6-0 + _ 1-6-C
t, Mrd 4_9-0-0 ____
3X7= 3X10= 2X4 III 3X10=
2X4 III 3X7=
2-6-12 2 6 12 2-7-8 7"8 2-7-8 2-6-12 5-2-4 2-6-12 AL2
5-2-4 1
16-3-0 Over 2 Supports H
R=926 R=926 W=2.5"
Design Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. {QppppE TY:9 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 ...SARNI NGI"READ IND FOLLOW COWS IMO TM �;.A" TC LL 40.0 PSF
825N401Ave,ComehusOR97113 "IM�[AMP• surly CYS ��, REF R7175- 63617
I �P,f ,_•e•
V 14659 9 .r TC DL 10.0 PSF DATE 11/05/15
. 4111hb. hi l I _. BC DL 7.0 PSF DRW CAUSR7175 15309037
A LPI N C or 610. ".. . ... :° r shal �,°not ,fact of aeon ). om e.a.", BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY
drool I ;,,fel:P"; ruses.'°�"'`°"•Group
°:"°:";"" .or°:":'".",(�"'.";""`"�'."" op "kb 1gt9 friv TOT.LD. 57.0 PSF SEQN- 350884
A"tMlttn tmt<r'>'M s rNNN II•21!°tilt e't•I nei IM wa:"r.t>ort>Mt nt,tt,:rrvt Q
s3slRwr°c t r»rM.lb.I the a,lIAlno 0.•1 „;er/IPI� t,:t....>t I,.rrin r.n>.t Nt . . s"4"w.0 OUR.FAC. 1.00 FROM BB
Secmmetb,CA 95828 ALPINE.... ..
."I pi e...,".T°�. ..<el net.orb;lm « nom.C°.....,be�ndu,<r,.e.,.•� ".I°e,.c.."r, EXP.12-3145 SPACING 24.0" JREF- 1VLC7175Z14
THIS 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 detai I STRBRI BR1014 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 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.
f 30 TYp• 1
3X5=
W=3X5=
2X4III 3X5= 2X4 III 2X4 III 3X5 3X5= 2X4111 3X5= 2X4 III
3X5= 4X5= 3X7= 3X5= W=3X5= 3X5= 3X5
L_ 10-2-0 >I< 13-0-0
2-6-12 y 2-6-12 J< 2-6-12 2-6-12 J� 2-6-8 ,.1. 2-6-12 2-6-12 ""I` 2-6-12 2-6-12
I 5-2-4 �I 5-1-8 1 2-6-8 5-1-8 5-2-4
I< 23-2-0 Over 3 Supports
R=513 W=5.5" R=1572 W=3.5" R=648
Design Crit: 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.
ToesCompoDensofOregon (503)357->,tls ;'suRNlxDI" �A^uorounWeuxmFse"NIS � ��QtD OFtC TC LL 40.0 PSF REF R7175- 63618
825 N 4th Ave,Comdws c 97 13 "I "'°A'MINIS DOMINO TO ALL wNrnre*an . INSTALLERS.
`gid ii;i°q w>: ik,4 b` TC DL 10.0 PSF DATE 11/05/15
to per fermi ng the,form.ans. I offal I ars shal I prowl de tempera,hr.,og per&CBI. .leas not,Otheral se. 14859 9 r
BC DL 7.0 PSF DRW CAUSR7175 15309038
A LAI U N T. ANSI n,° .1.
st.°.n a °^ ed
/LilBC LL 0.0 PSF CA-ENG CWC/CWC
ANITW COMPANY drawl° ° °° .°. r°„��of 11111 Bul nil"”'°°°"'°°°�':"c:"`,�. .'r 'r •°'°"°°°'°"�"°:an°° o v TOT.LD. 57.0 PSF SEAN- 350841
A seal°.. .ernf.w II sonsi hii is,sm.,for the demi gn°DO p in:`•
drawing:I M avotes...°f..l..'..f prof*.wl ne for::�"g*eV"ttttt,.'°i:".n. % 'Et•7,0 e
8151 Roma Circle
reopen.ull y f a°Roll. r°.r Ael 1 S:.`:.and
S'�7dNW GtipQ¢ OUR.FAC. 1.00 FROM BB
Secremeom,CA 95e:e ALPINE.ware.°I Inal r..°.ore i n-Ii on ... R7175-neral not,pag• d these web ai 24.0" JREF- 1VLC7175Z14
° EXP.12 31 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 - 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 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.
7_10_8 8 I_
5-3-0
1
30" TYp• I
1.5X3 III
1.5X3111 3X7 1.5X3 III 3X3= 3X7= 1.5X3 III
1-6-0 1-6-0
3X7 1.5X3111
3X5= 3X5= 3X5=
jj� 2-6-12 5-2-4 2-6-12 2-7-8 9"8,,I2-6-12 2-6-12
o•12
I2-7-8 '1'9-8 l'� 5-2-4
az 13-9-8 Over 2 Supports
R=786 W=3.5" R=786 W=3.5"
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.' ...,...0 QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft.
...WARM NM••AEAR ANO num ALL NOM al ms ova NM F� F TC LL 40.0 PSF
Tnms C rrVtsoTOregoa (503)357-.118 ••I , •• MAIM nes COMAS TO ALL 0011TRACTORS INIxamlNn ME IMMUNE.el ng.Neter.and fol I ow e�" REF R7175- 63619
Trusses regul re extreme 825 N 4th Ave,Comehus OR 97113 -�,
the I atest edi ti on of SCSI(� G;`% 14660 1 er TC DL 10.0 PSF DATE 11/05/15
t.performi ng tbeis•functi on, Instal I er•anal I prowl d•temporary era,ng per top chord shell have properl y SttaChed structural sheet.ng and bottom chord Shal i hav•a properl y attached
.•°"°°" 1 ,� BC DL 7.0 PSF DRW CAUSR7175 15309039
Af��ONIComponents
ro°I ° ° .<"I, BC LL 0.0 PSF CA-ENG CWC/CWC
ANRWCOMAANY
drawl
e:f° trusses. �;I��a�To�.:,.:":1<�"�Ns��T°I I..°.e�"."a��"N°":n'o;1,'.°" 9/ ,EC' %%% - .' TOT.LD. 57.0 PSF SEQN- 350897
A eel en NI•er•ela newer„M 11.1ng MI drmin0i MA ante a•N 000000N anal eengine•'Ip
aa•as..111m• Mown .e . use ar n row r•e,etr a "• OUR.FAC. 1.00 FROM BB
8751 Roma Curie reseal sl l l era a NM goer for A.O. n t s.•.z.• 'NNW.OS
Semmeom,CA 95828 or .,e. ICC: SPACING 24.0" JREF- 1VLC7175Z14
ALPINE:••w. ° °a.TPS.a•.taln•<.°ra. mans.. •t,.ow ea.cola•. • EXP.17-91-1s
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TIED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - HGE)
Top chord 4x2 HF #2 4- 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 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
connections to be designed by the building designer. Fasten rated sheathing to one face of this frame.
1-6-0 1-6-0
+ 9_0_0
i// %////;// / // /////// ////
0x12
TT 13-8-0
1< 13-9-8 Over Continuous Support
R=114 PLF W=13-9-8
Note: AlI Plates Are 1.5X3 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-5118 ...WNW ;°°�„READ NO.ALL ;s, ,q ,a, S{ TC LL 40.0 PSF
825 N4 Ave,Cornelius OR 97113 "l "'n' SO ORMI nlCONTRACTOPS Israel �,� '.�, REF R7175- 63620
Trusses requi re extreme care I n fabri sating,Mandl I ng,the I yeast edi ti on of 8.1 (Bui I di ng Component Safety I I on,by TPI a.WITCA)for safety practi ces prior 40 I aaaaa I ars Shal I provi da.temporary braci ng par SCSI. .1 ass.10<•(1 other.se. IV 14$59fi9�' TC DL 10.0 PSF DATE 11/05/15
to r BC DL 7.0 PSF DRW CAUSR7175 15309040
A•. erformi these functi .Ano„ .e° °" .,.
ALPO N C ° °.°^ ,r.,. e. °drawlsA1„T°I,!Or
. el. A. ons. .. .. BC LL 0.0 PSF CA-ENG CWC/CWC
AN rrwCOMPANY ""°:t'e.. r. ^g or"t.......cru°,I�°2<:.e ,.:":t.'' f°:°°�'.�°°�,'",°;;�;:°" " 4.6.,.1. 1989 Q”" TOT.LD. 57.0 PSF SEAN- 350900
A^eul an thle drool.or°oyerhe!.e.III std AO lMII.SAWN.:IM ee..ae tO P.O....flMeer p
slsrRovm.cllue r»wn:;:lid:,solely Ie ENIMInd a:ldner per NISI.41 See,."'"'•• ! r. r any.. r. \es.....:1...........
MNwC*PQ OUR.FAC. 1.00 FROM BB
Snomento,CA 9582eSPACI NG 24.0" JREF- 1VLC7175Z14
ALPINE.,...l° °I rive.°e.TPI.yee.tnl nat.erg.MCA...w.,".i ..°e. I«.ewe.I ccsala.org EXP.19-31-15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TIED 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.
1-6-0 I - 1-6-0
+9-0-0 i
//,/7/ /2// ./1////,
2
i- 6-6-8 -112
I< 6-8-0 Over Continuous Support ->
R=114 PLF W=6-8-0
Note: Alt Plates Are 1.5X3 Except As Shown.
Design Crit: IRC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 .. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
TnusComponeutsofOregon (5031357-1118 ''WARMINGI..READ MDFOLLOW ALL ROM ONTMis l�;� qua=� OFF TC LL 40.0 PSF REF R7175- 63621
Trusses require extreme 825 N 4 Ave,Comebus OR 97113 "I ISOmAm'•• Furl a TM s mal NR TO ALL mRrRAOlalm INSTALLERS. 5 _
IE '_"?`% t,Vci ng.Refer to sne fel low � 14859 fi•9\°- TC DL 10.0 PSF DATE 11/05/15
to perform.ng those rune.ens. Instal I ars she,I prowl de temporary braci no per BeSI. UM•ss noted otherwl se. .
, 4111164 pi y pietas to each face of truss and posi ti on as shown above °°" , BC DL 7.0 PSF DRW CAUSR7175 15309041
.saggOO N ' b ""°` °" BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY °staI o.« r. "9 or tru..... °°'i"`°°•� °"•""ANSITI,.°r°for'n:�<��:,"";n'PP ,:"" - �9 v TOT.LD. 57.0 PSF SEQN- 350880
A..r.t.n'GI.::::::74;
IMI r m..r:r:II 7 lta:r uu urrtnir ar n.:1:7.lannl"pNlnwl%. 4>,:$.0.7 0. pW
8351 Roma Carle mosso., l l t. .Pal I.I mg 0..l.n.r per MIXT.„a..R. r� """'" rn ' /'gMw.L.v�Q` DUR.FAC. 1.00 FROM BB
Sornmeer,cA 95828 •.,°^'•s SPACING 24.0" JREF- 1VLC7175Z14
ALPINE:....al pi nal t..t"..Tel.www.tal at. .. CA.....she!"d° r °". ICC.....I aaa.a.".. FYP 12_R1_,c
' THI S DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMITTED 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 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.
I-. 2-9-0 I 14 _If 2-9-0 H
I30" Typ. I
1.5X3 III 3X3= 3X3 1.5X3111 1
1-6-0 1-6-0
1
+9-0-0
M�
1.5X3 III 1.5X3 III 1
3X3 3X3=
0 2-8-4 1-3-8 2-8-4
Fc 6-8-0 Over 2 Supports
R=380 W=1.5" R=380 W=5.5"
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. n2111Rn`. TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft.
MISS Components ofOreon (503)357-?,18 °o• MOR°•MSORAIONOTa"u o"n°sDRAM LUDIGci 'E1.�- �� TC LL 40.0 PSF REF R7175- 63622
825 N 4th Ave,Cornelius OR 97113 °,Msarwrr ouwxc TO Au INCLUDING TIE,16r.LLlexs. Cj _
Trusses regul re extreme ie handl I instal I I ng R.,': 4.5 14858'4 ! TC DL 10.0 PSF DATE 11/05/15
to performi ng these functi ons. Instal I ars.81 I provi de temporery....rig Per.51. Pnl es•not.othermi se. . .
, �,� BC DL 7.0 PSF DRW CAUSR7175 15309042
ALLL1 N the Jul nt Petal I,..° otherwise. °r ° r. , °.,t°°. °, ons.wn .. BC LL 0.0 PSF CA—ENG CWC/CWC
AN RWCOMAWY drawl° .l i. �6 brace°9°l on of ftr�,;;�tr�;;I�'�a�,e�:..e:1tn" s1/r°I,.°.°;o'.'..°°(°�°°";.'ool".:all°" 9 'FC 7 199 Qt�� TOT.LD. 57.0 PSF SEQN— 350875
t.::::°m m;On.IM sr aay. ...II=!.tIt•N.171%IM e:tn":N:1:7:im.e.t:Zrl rq
8351R ®,C I. r...,.11OI , t.:WWI•n.°a:l.Mr°.:ANSI/TPI;s«`b."•"...``". r..l° .r., r° .r.I. °. s"411W.C�Pe OUR.FAC. 1.00 FROM BB
S°nammto,CA 95828 ALPINE, ...°�°I°°,t..t°...°�.....t°�.,<.°r°.r,TC......,,t�°,..<ry.t°.. ICC...,,.t.,,,.°r° EXP.12-31-15 SPACING 24.0" JREF— 1VLC7175Z14
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)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 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.
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
1 F - - - - - - - - - L - - - t 1
1-6-0 1-6-0
- - - - - - - '1 - - - - - - - 9-0-0 1
ii / iii //,i / / / , , / /i
2X4 III
0"12 2
17. 17-8-8 -1-
I< 17-10-0 Over Continuous Support
R=114 PLF W=17-10-0
Note: Al I Plates Are 1.5X3 Except As Shown.
Design Crit: CUSTOM/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. Rope TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft.
TussCompoDwtsofOregon (503)357-!118 ••I •! +I I N•THIS° MOTTOFOLIO,� o"CONTRACTORS I INCLUDING 4 TC LL 40.0 PSF REF R7175- 63623
825 N 4fh Ave,Comdms OR 97113 ��,,
I`%. "Ui': 14659�$"•r" TC DL 10.0 PSF DATE 11/05/15
to parlor.ng thes• . ."n t"tached
I I_ p BC DL 7.0 PSF DRW CAUSR7175 15309043
,4 L.o N c "ncti t .Components,roehed 4tei liars*hal I breei ..er KS,avei on from th,.
o BC LL 0.0 PSF CA-ENG CWC/CWC
AN RW COMPANY a . . r s n.:<°"a trma...of 1110 Bui Idi^v"1f Iconformance aim ANSI ftPI 1,or responsible
Ihandl Ing."WSW re."" n To]•19�� Q44v TOT.LD. 57.0 PSF SEAN— 350893
•we.n Me agn"IM e1 veln.° I sIM%r ° .4"1"4""
"1 .....`t".n`"!".�I4rsfle...I.11*".."""IIliw - Q
83518 Circle r»P .I.lI tits WIIdMo0..I•m:.'sr MAN/TN 1Sec,."° '" ^ h+a1�IN1,C1��' DUR.FAC. 1.00 FROM BB
SN;remrnb,CA9582BSPACI NG 24.0" JREF- 1VLC7175Z14
..
ALPINE.m .aiPinalt•.tom.TPI.now.tPlnet.erg:. . >.
1eA.mm.se.nd".tr.coif gee.mmm.Irasa...trg EXP.12-31-15
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMI TIED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - J)
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
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.
7-10-8 - 25" 7-10-8 {
J
L 30 TYP• 1
2X4 Ill 3X10= 2X4111 3X5= 3X5= 2X4111 3X10= 2X4 III
1-6-0 - - 1 0
3X10= 2X4 III 2X4 III 3X10=
3X7= 3X7=
o"12 0"12
r 2-6-12
612 5 2 4 2-6-12
12 2_7_8 'I` 2.2-8 -I- 2.7_8 2-6-12 5-2-4 2-6-12
Fc 17-10-0 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 QTY:3 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Componenm of Oregon (503)357-2118 ••IlsomAxr^ARN In :°°., soon xcLLm nu laxnr n4au iwa lw lile llrsr.uFrw. 4,,�Q,�l) Opv TC LL 40.0 PSF REF R7175- 63624
Trusses repot re extreme car*I n fabri esti ng.handl I ng,shl poi ng.I nstal I I ng 825 N 4th Ave,Comehus OR 97113
n) Refer to and fol I ow ,,ate FP 14859 N' TC DL 10.0 PSF DATE 11/05/15
to performing thes•functi ons. Instal!era shal I provi de temporary braci ng per BCSI. Un1 el.not•d otherwl im.�� r BC DL 7.0 PSF DRW CAUSR7175 15309044
`b71 �
..on,•°°noted otherwi •^ for standerd pi ate posi tl
ons.
^` ^<7,. BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY ° °^ n�:779°�"�°..::�"Components
°' °`°"°'"""',7, °"°°e71 �7.� �°^ � - �v/ TOT.LD. 57.0 PSF SEQN- 350807
A^u ••:::::7,:etw y..I tI M tIl•tr.:701 I" u..r`srl lt.,:M rtN:t.;: r I.iM ' r`'�7.19 4 "
8351Rw cwt rt.ot7.ltll , t7:s,lIMN,°o::l.,r'pe:xwmi 1 stt`i ° • ' "' ` '� • `�JAMW C��Q DUR.FAC. 1.00 FROM BB
Secremeou,CA95829 t. I•, ,tt ,,,,,«,•,,7r SPACING 24.0" JREF- 1VLC7175Z14
ALPINE.www..l7in.ltw.t7..nal.new.<7inat.7 7..T ...7..e7^uar,.t°^. 7 EXP.12 31 15
TNI S DWG PREPARED FROM COMPUTER I NPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFIY VERIFY, OR - I)
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
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 live camber recommendations.
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 ...1 21.875"
-I_ 7-10-8
1 30" TYp• 1
2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III
11 1
EMI 1
1-6-0 1-6-0
.4_9-0-0
3X10= 2X4111 2X4111 3X10= 3X7=
3X7
2-6-12 5-2-4 2-6-12 c 2-7-8 1-11-6 I 2-7-8 -< 2-6-12 5-2-4 2-6-12
l< 17-6-14 Over 2 Supports
R=1002 W=5.5" R=1002
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:5 OR/-/1/-/-/R/- Scale =.375"/Ft.
inks Com nems Vie
oR (503)357-?IIS "�A�I ;••READ AND Eauw ISMER°"mis qualm, �,k�Q` 0Pf TC LL 40.0 PSF REF R7175- 63625
po 8 R 1 -immune- m nas DWI w ax,ucrae Iwauiw IasrAUFus.
825 N 4th Ave,Comehus O 97 13 A �
Trusses regui re extreme care i n fain,card ng,h..I ng.shi ppl'lg. I nstal I I ng and the I atest edi ti on of SCSI Mai I di ng Component Safety I nformati on.Py TPI and "" *se �++� 14859�'�°'� TC DL 10.0 PSF DATE 11/05/15
to per....i ng these functi ons. Instal I•rs snei I provi de temporary braci ng per SCSI.4164, top chord shal I have properly attached structural sheathi ng a.bottom chord shal I have a properly attachedllg_mow/ r BC DL 7.0 PSF DRW CAUSR7175 15309045
nd an
A ILM N F.°` •..° °° other...
...1. •. 1° .1 °• ^ ^• BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY °°t:°. a�:e:=i°g [re..:;�"°"°�"°`"•� °°`:"'"�Nz��n•1,.:°"�'^•"'1P°''":^°":':°° 'E 99 L-f TOT.LD. 57.0 PSF SEQN- 350839
A w:.n mi.°:::::74; r.�n a ro s^i.e°.1174 i^e ua...<..a.a..f.:12t :1.t.:!:1 1, C,7,A9 it
8351 Roam Ci k ^•..bola•"r N.OWI.i 1,°a:i r ANDI/TM 1 S:.`:• "'..f` • `•" . ' " r• • ' /q�W.00 DUR.FAC. 1.00 FROM BB
Secm7mm,CA 95828 SPACING 24.0" JREF- 1VLC7175Z14
ALPINe.rm.•l pi la•..c°•.TPI.mote.<1i n•,...1.wmA.my.•1.nd.•,.r.c1.. ICC..wit.ia••r1.o.1 FXP j2_31_1E`
•
THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 2885 A fIoor trusses -- VERFIY VERIFY, OR - XGE)
Top chord 4x2 HF #2 See detail STRBRIBR1014 for bracing and bridging recommendations.
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 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.
3X3 3X3=
1-6-0 1-6-0
409-0-0
/ //moi./// /// /
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
R=353 W=1.5" R=174 PLF W=5-11-8
Note: All Plates Are 1.5X3 Except As Shown.
Design Crit: IRC2012/TPI-2001(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0r' QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
truss ComDon®ts ofl'kegon (503)357-:118 „I �WARNI I•• FOLLOW• RAM RN THIS DRAWN ALL eNOTESnoa��Yn TING' 54 TC LL 40.0 PSF REF R7175- 63626
87S N 4th Ave,Comelms OR 97113 �'�� �,,
Tho!ate. `�� A,r: 4,4 i i88g i�. TC DL 10.0 PSF DATE 11/05/15
to perform,ng[nese functi ons. Instal I ars algal I provi d•temporary bra,ng per SCSI. Uri es•noted etnermi se, g-tni Ye..a". F I and bottom chord'hal 1 nev•a proper!y attached ...... BC DL 7.0 PSF DRW CAUSR7175 15309046
O ....",s,.. .Other.s•°' . . r.. "r...n.r ..i on ". ,aL BC LL 0.0 PSF CA-ENG CWC/CWC
A LIDO N C ,'L.ANSI/171 I..r for . ,.�°°�.. . ..
AN FrW COMPANY °. ". °s trusses.the truss Components
Group
',. ,° �� eq Vw TOT.LD. 57.0 PSF SEQN— 350882
Af•w ..1M s r i1M II AIM l I.4NI...IM ..^1. .N.. .M•Iwrlp 9� 1.0 7 T. �VP
..e drawl.for•n, ^1• "• DUR.FAC. 1.00 FROM BB
83318 Click r..w.I III I Iq N.rl l.IM°a.IN.°Fo:ANSI All 1;.°... ° `�a�w.0
SscmMmo,CA MN SPACING 24.0" JREF- 1VLC7175Z14
ALMME.....Iw".l...cow Tri.. ° ... °..,fA...,.,.ci.." r ... ICC:elm].o..r.org FYP 12,3115
THIS DWG PREPARED FROM COMPUTER INPUT(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.
F2-9-0 I 11 2-9-0 H
30" Typ.
1.5X3111 3X3= 3X3= 1,5X3111
1_g_0 - \ 1-6-0
\ ALL 6
1.5X3 III 3X3
3X3= 1.5X3111
0 0"12
2_8_41-0-8
.I. 2-7-8
2-8 4
Fc G-5-0 Over 2 Supports H
R=366 W=2.5" R=366
Design Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 ". hto QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 ••; IMGI••READ 'FOLOWAUWRTESONTRsDRAMNGI li6 IND INSTALLS.. � TC LL 40.0 PSF REF 87175- 63627
825N 4th Ave,Comehus d 97113 ••' ' 'a'MS IC TO ALL cowmen= � S/1111—
`In &>': ,,e, 14859 F�f. IC DL 10.0 PSF DATE 11/05/15
to perforni ng these funoti on, I nstel!ere shal I provi de temporary....lei ng per BGBI. .1 es•noted Otherwise. 14659 9 ttached e,
� e. Ansstru`y above pl st••to•ach face of truss and oosi ti on as shown ."d^" BC DL 7.0 PSF DRW CAUSR7175 15309047
s”. moti ons A���N Candard pi eta posi tl ans.
. ...,•137 or B10. noted "^• ^conformance As nnotot e.eee se. Refer to drawl ngs 180A,for pfe. ,.�..� from this BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITV!,COMPANY
drawl ng.
. .. •. .; russes."Components�•"" • •^• f'"•",�•• "•� q V TOT.LD. 57.0 PSF SEQN— 350844
A so. on •.i w. r"pi.i n.. ......"o.I A. f prefe..i...I m.o....A. 9� TA 7.1<yb og.
^^ .,• f•h'•'•••' f•^ •` N Q DUR.FAC. 1.00 FROM BB
AW.1/rvl 1 S.e.W."
s sMIRo,CAvse a •••m•h �r• •411eor• Mron . a e r W7/A1Yr W.C P• SPACING 24.0" JREF- 1VLC7175Z14
ALPINE:ma. . .lf..ce..TAS...... ... a. CA ...I«.sera.I.o•.f..org EXP.123115
4
TNI S DWG PREPARED FROM COMPUTER INPUT(LOADS N DIMENSIONS)SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -Plan 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 Ioad 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.
F30" Typ.
1.5X3 111 3X3= 1.5X3111
krur__
I:vn 9_0_0
3X3=
3X3=
ow Il. 2-6-12 _i,1-3-12 02 2
H4-0-0 Over 2 Supports -H
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. n` TY:8 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tnlss Compoaerts ofOre8Rn (503)357-2l18 „IlMamwrt;wARxlpuMw I°°REM WWI FOLLOW
NO 10 ALL NOTES ON 1s 11N 11E �,L,�. yqCi° f TC LL 40.0 PSF REF R7175— 63628
Trusses regui re extreme care I n retard catl ng.handl I no,shl ppl ng.I natal 1 I ng and bra.ng.Peter to and fol I ow 825 N 4N Ave,Comehus O12 97113
the I;nest edi von of 9.1 WI I dl ng Component Safety 1 nformatl on.by TP1 and C,)• 4a 14659�'Y' TC DL 10.0 PSF DATE 11/05/15
t.performl ng these fonot1 ons. 1 netai I ars shot I provi de temporary braci ng per SCSI. Unl ess noted otherwl se.,AIII.„ top chord shal I have properl y attached structural sheathi ng and bottom chord.811 hays a properly attached
1i1'�'"' ! BC DL 7.0 PSF DRW CAUSR7175 15309048
ALSI]N °. 1°.°" °. ° .r. dr ° r. ANSI °r face of °.f".° d� °� °°l ti on as shown °d t.,, .. .. BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY P" " r, "y,tru°the°.°. u°a°�n°`""ra septa".stn° I.dr dr handl °cv..°n 9 E,C''10 41 TOT.LD. 57.0 PSF SEAN— 350895
ArpMl°pn .Ip sr= I I=7°<1.Or`Vai IM •pt arphp.lr:le:=7.:ill
8151 Raw chGe
campanili d .WI I41wo Do. per,.ml/;:�;Soo,�•°••°`••�••• r • 'r• • �• 1QM1Y.CO DUR.FAC. 1.00 FROM BB
SOOwOMA,CA 95828 SPACING 24.0" JREF- 1VLC7175Z14
A.INE:.°..dlp nal[...corm:T°1. ° et.Gr...C. ..,.sbc1 °.. SCC www.Icos...org EXP.12-31-15
•
•
V
I I A HI 11 14 A Nie1IIN I I IRA *V) Ott
e� IN N IN en, LIC L
4t/ 14859 S
13399 Lakefront Dna° ' 'Z4NW.0
V
Earth City MO 63046 __ --
EAP.St-a t-15