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NO HVAC ACCESS THROUGH THIS C)
TRUSS WILL BE POSSIBLE ! !
, 13 , (_ Customer: PARR FOREST GROVE
m , o Desc. : Riverside plan 2885 R Flo
ADDRESS: VERFIY
m m m
0 z Desi9ned by: BILLY BREESE
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Alpine, an ITW Company FEB 11I1
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of t Document ID:1 VLC7175Z 1405090056 OP"OF
rli,ARD
Truss Fabricator: $'I" "'"IVI N
Truss Components of Oregon BUIL
SIO
Job Identification: 1115026--PARR FOREST GROVE -Plan 2885 A floor trusses -- VERFI Y VERIFY, OR���0 pqoFF
Model Code: I RC;
Truss Criteria: IRC2012/TPI-2007(STD);CUSTOM/TPI-2007(STD);CUSTOM/TPI-2002(STD) 44/#41:91"°-E` '
Engineering Software: Al pi ne proprietary truss anal ysi s software. Version 15.01. 14659 9 r-
Truss Design Loads: Roof - 42 PSF ! 1.15 Durati on
Floor - 57 PSF a 1.00 Duration I F
Nind - 120 MPH (ASCE 7-10-Closed) ' ' ''
Notes: 9 4.•0 T''9gq 4
�`NT/AMw.00
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
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--M 15309048 11/05/15
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERT FY, OR - AGE)
Top chord 4x2 HF #2 :T2 4x2 HF #1&Bet.: See detail STRBRI BR1014 for braci ng and bridging recommendations.
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 Ii ye
Deft ecti on meets L/480 I i ve and L/360 total I oad. Creep i ncrease I oad applied per IRC-12 recti on 301.5.
factor for dead load is 1.50. Truss must be i nstal I ed as shown wi th top chord up.
Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame.
connecti ons to be desi gned by the bui I di ng desi gner.
W=3X5=
- 4 - I. . T2
1-6-0
t 1 .. .
' j ; : " " " ; " " " : " " 1-6-0
.7)/ / / / ////2 /////
149-0-0 I
1.5X3 HI 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 III 1. 5X3 III 1.5X3 III 1. 5X3 RI1.5X3 III
/ J,
B2
1.5X3 III 1.5X3 III 1. 5X3 III 1.5X3 III 1.5X3 n1 1.5X3 III 1.5X3 III
W=3X5= 1.5X3111 1.5X3111 1.5X318
0 1z 1.5X3 III
28-2-8 0"12
28-4-0 Over Continuous Support
R=114 PLF W=28-4-0
Note: AI I PI ates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave
FT/RT=10%(0%)/4(0) 15.01.01.
Truss Components 503357-2118 ••WARNINW••READ MD FOLLOW NROa TY: 1 OR/-/1/-/-/R/- Scale =.25"/Ft.
pon { ••I IPDRfNR•• PURIM ax TMS DP x1110 To ALL CONTRACTORS lI s rJRD�'l IN 711E I N6TALLGS.
825 N 4tL Ave,Cornelius OR 97113 Trusses rode re extreme care I n re.rl tat)ng, Nan I I ng, sbl pal ng, I natal I I,g and brad ng. Refer to a.fel I ow �C7� ��• TC LL 40.0 PSF REF R71 75- 63611
tee I atest ea tl on or mcsl (Bu,I d1.t Component safety Io tongti on, by rpt a,*wrG)for safety praccl caw prt or / 14859 9 TC DL 10.0 PSF
to perform)ng these tench ons. I natal I ere seal I prowl de temporary brat,ng per BC$I. Unl one noted°there.se, ` r DATE 11/05/15
,4116. top chord seal t have proper,y attached structural sheat.)ng and bottom chord shal 1 have a properly attached
rl gl di ca I l,g. Looati ono anon„for permanent::::::::7::`,1.:"..7:7:-.)1 tave bract ng I nstal I sd par Bcsl f•L1}]1Mi BC DL 7.0 PSF DRW CAUSR7175 15309031
,4�1- `� sacci ms B3, B]o Blo, as app)I tab a. gppl yoa W pow,tl on es shown awe and on
f'Lu1111 I the id nt Dotal I s, un1 mss noted other*se. Refer c drawl nes 160MZ for sca.ard pl ata post t1 pa.
Al pi me, a di vi si on of ITN Elul 1 di ng Components Group 1 nc. shat I not b•responsi bl a for any devl at1 on from this a-, -a' BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any Val 1 taxa to but I d the truss I n conformance el th ANSI/TPI 1, or for ha.I I ng, shi pal ng, v
AN ITW COMPANY I natal I aoo a br ,g of trusses.
...I ..u wbred ng
Orme op or*ewer P.N.II eel s wdrawl.Nlrp I w e.g.a aam•pt me.of pronged anal asp n..rlrp •90 'Fe.7.
Astfl 4 _
' TOT. LD. 57.0 PSF SEAN- 350873
mamma el I I Cy•o,sly for the drel gn alba,. The eel tax I I ty end we of w•*era no for_ atrtle.ur•I a toe W
8351 Rovana Circle rr.p0 w aNN
NiNiIIty Polln°Seel par sI/TPI ,sem.:. NNW.CNP DUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nformatl on see th1 s J ob•s general notes page a.these web at tea:
ALPINE: aa..al pi net tee coat TPI: aaa.tat net.erg: NrCA: www.sbci mnstry.tem; I cc: vows I tux's.org EXP.12-31-15 SPACI NG 24.0" J RE F- 1 VLC7175Z 14
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, 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 recommendati ons.
Webs 4x2 DF-L Std/Stud
Max JT VERT DEFL: LL: 0.34" DL: 0.37". See detail DEFLCAMB1014 for Negative reacti on(s) of -230# MAX. (See bel ow) from a non-wi nd I oad
camber recommendati ons. case requi res uplift connecti on.
Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live
factor for dead Ioad i s 1.50. p toad applied per I RC-12 secti on 301.5.
Truss must be I nstal I ed as shown with top chord up.
5-3-0 2" 24.5"
30" T i 13-0-0 -I- '�- 7-10-8 H
I yP `I
3X5= 3X5= 4X12- 3X5= W=3X5= 3X5= T2 3X10=
\
T -0-0 I
B2 T
- 3X5= 4)(721.
W=3X5= 4X12- 3X5= 3X10- 3X7-
3X5
7-10-8 i.1 20-5-8 >i
3"B 0"T22-6-12 2-6-12 ` 2-7-8 2-6-12 _i_2-6-12 2-6-12 2-6-12 � 2-2-0� 2-7-8 �2-6-12 _l_2-6-12 �-
5-2-4 2-7-8 I 5-1-8 5-1-8 `2-2-0 ` 2-7-8 5-2-4
28-4-0 Over 3 Supports
R=336/-230 R=2141 W=5.5" R=1008 W=1.5"(++)
Note: Al I PI ates Are 2X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.
d2AROpF TY:3 OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon 1503)357-2118 ''WARN!MOI•'READ NO FOLLOW ALL gD1E5 as Tg s CRAM I6I
825 N 4th Ave,Cornelius OR 97113 ••IIPORTANTe• MINI EN THIS DRAM=To ALL CONIRIIe1BILs INCLUDING DIE INSTALLERS. O���TW'� TC LL 40.0 PSF REF R7175- 63612 -
Trusses regul re extreme cars 1 n fabrl esti,g, hand,I fetyng, sill pal ng, i natal I I ng and brae),g. Refer to and fol I ow `�_
the 1 steal etll ti on of SCSI (BaalI ill ng Component 1 5,-ee 1 nformetl on, by TPI and I SCSI for safety practi css prl a 1 4659 •9 TC DL 10.0 PSF
to performing these fund)ens. Instal l era shall provi da temporary bract ng per SCSI. Unless noted otherwl se, DATE 11/05/15
top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached
1 gl a cel I I ng. Locatl ons shown for permanent 1 sterol rostral nt or webs sha11 have bract ng I natal I ed per SCSI
.4�1 19 sect)ons S3• S7 or B10, as app)l cab)e. App,y p,ares to each face of truss aro pos,ti on as shown above and on :�I BC DL 7.0 PSF DRW CAUSR7175 15309032
Ilur��' tlo Joh rrC Dotal I a• 7,-.-.-
n1 es>---...,.,-.7c--.
oted otMrwi ae. R>Per to dreM ngs i6M_Z fw stantlertl pl ars post tl m>.
u pl nen a di vi sl on of 1 n But I tli ng cern »n>Group In. h,I ret be r.-pons,a a fo any davl at1 on fray till s BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel l ure to bed 1 d the truss 1 n conformance el til ANSI/TPI 1, or for handl 1 ng, silt pal ng, '
AN ITW COMg4Nv 1 natal I all on b brag)ng of trusses.
'(� s9 " TOT.LD. 57.0 PSF
A..w0 thi9,q«"0 or OS a°'B'Ilw,y w.w.aimy I Maw,Bm B„y K profess'anal erg,'9S IrB
4›.0... 0 7,19 COi -
SEQN- 350871
fey of she Ruh 1 SI an*neem. The eel totality and we of 951 s eras) for any structure the
�e`a"I�ll 1s
'Nil W. NP DUR.FAC. 1.00 FROM BB
8351 ROvana Circlerig Owl goer per NISI TI 1 See,2.
Sacramento,CA 95828 For more I nformatl on sem till s J m•a general notes page and these web al les: _
w ALPINE: wee.aIplvelew.cosi: TPI: ww.temnet.erg: RTCA: wee,analrquatry.coat ICC: ww 1 EXP.12-31-15 SPACING 24.0" JREF- 1VLC7175Z14
. .:sora.erg
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, 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 recommendati ons.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive camber recommendations0.49" DL: 0.35". See detail DEFLCAM61014 for
load applied per IRC-12 section 301.5.
Deflection meets L/480 Iive and L/360 total I oad. 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.
r 13-0-0 313 5"—1
l• r 10-4-8 {
[. 30" Typ. J
I' I W=3X5=
3X10= 3X5= 3X3= 3X5= 3X10=
1-6-0 '� / 1
/ \ 1+
*9-0-0
4X5=
3X10 3X5= 3X5= 3X10=
4X5-
W=H0308
2-6-12 5 2-4 2-6-12 , 2-6-12 ._ 2-6-12 2-7-8 3-0. 2-6-12 2-6-12 , 2-6-12 _I_ 2-6-12 0^12
f� 5-1-8 I 2-7-8 -3-61 5-1-8
5-2-4
24-6-0 Over 2 Supports
R=931 W=5.5"
R=931 W=5.5"
Note: Al l PI ates Are 1.5X3 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=10%(0%)/4(0) 15.01.01.0 T. QTY:8 OR/-/1/-/-/R/- Scale =. 3125"/Ft.
Truss Components of Oregon (503)357-:.118 a WWARIII NGI as READ AM FOURS rut NOTES au nus mol xa Q1�� OF(N TC LL 40.0 PSF
825 N 4th Ave,Cornelius OR 97113 eel IPORTANP F1wN SH TNI s OSATn NO TO ALL CONTRACTORS I NCLum NO THE I NSTALuaS, �.�� REF R7175- 63613
Trusses require extreme cars I n febri call ng. handl I ng, sbi poi ng, I natal 1 I ng and braci ng. Refer Sc and fol I ow
the Iatest NI ti on of BCSI (Bur l dl ng Component safety Informatl on, by TPI and NTCA)for safety pracil cos prl or ,•� � ' TC DL 10.0 PSF DATE 11/05/15
to perform)ng these fundi ons. I natal I El`s.hal 1 prowl de temporary brae,ng per SCSI. LAW ass noted otberwl se. QI 14859 1
cop chord analI have properly attached structural sheathing and bottom chord shall have a properly attached
1 r1 gid cel I I ng. Locatl ons shown forpermanent I amoral rostral nt of webs shall have bract,g I natal I ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 15309033
.4 seccl ons B3, 67 or 610, as app,i cab,e. Apply pl aces to each face of truss and posh t1 on as shown above and an T
Che Joi nt Dotal I s, unl ass noted otherwl se. Refer to drawl ngs 160A-Z for standard pl ate post tl ons.
Al pi n., a d1 v1 sl on of ITR Elul 1 d1 ng Components group Ino. sbal I not be reapansl IN o for any devl eta on from NI s BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW draw'�, any fel I ore to WI I d the truss I n conformance with ANSI/TPI 1, or for handl I ng, ani ppi ng.
wMI:ANY I natal I ata on A brat)ng of trusses. v TOT. LD. 57.0 PSF
r A..0 on hal..ong.,serer
M�listing tie.&map, 1M4tM Moor.at pfefMHeMl .IIB,w..fln. .9 l' 7 ,9 �;► SEAN- 350888
responsibility y gn shown. The au.tabs I l ty Me of w a drama ng for any structure I a the C, '19
8351 Rovana Circle r"p°""°11 b'of the wa I d'nR Rol ye.r per ANSI in, 1 Sas.2.
�i� �a CW QQ DUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nrormap on see cal s 3 obs s general notes page and chess web s1 cos: ria4 wa C
ALPI NE: MM.al pi mel tw.conn TPI: Mactp1 nat.erg; RTCA: www.sbcl nduscry.coo; 1 CC: waw.I Ccsafe.erg SPACING 16.0" J RE F- 1 VLC7175Z 14
EXP.12-31-15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floorf trusses -- VERFI Y VERI FY, 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 recommendati ons.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max JT VERT DEFL: LL: 0.47" DL: 0.33". See detail DEFLCAMB1014 for
load applied per IRC-12 section 301.5. camber recommendations.
Deflection meets L/480 Ii ye and L/360 total I oad. Creep i ncrease 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.
1' 13-0-0 _10.5"
I` I— 10-4-8 —I
L 30" TYp• 1
F
3X5=
W=3X5
3X10= 3X3= 3X5= 3X10=
i :!(- ` +� ` / -Nl1-6-0
+9-0-0 I
3X5= 3X10 3X5= 3X5= W=H0308=
3X10= 3X5=
2-6-12 5-2-4 2-6-12 j 2-6-12 J_ 2-6-12 2-7-8 1' 2-6-12 5-1-8 2-6-12 , 2-6-12 _I_ 2-6-12
I _ 0"12
5-1-8 'I` 2-7-8 -1' -15-2-4
24-3-0 Over 2 Supports
R=921 W=2.5"
R=921 W=5.5"
Note: AI I PI ates Are 1.5X3 Except As Shown.
Desi gn 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.
Truss Components of Oregon (503)357=-118 ••NARNI NGI••NAD AID FOLLOW ALL NOTES co nu s mania
825 N 4th Ave,Cornelius OR 97113 re extreme
FURNISH 11115, hal dg ng Ash poi ng,
l I I ng INCLUDING bra i ng. Refer c2). (P . TC LL 40.0 PSF REF R7175- 63614
Trusses regal lea ertrw.car.1 n fabrl este ng, handl 1 ng, sent ppl ng, I reseal I i n9 lent Orae1,g. Refer Co end fol I w
the I aces°edi CI on of BCSI (BW I di ng Component Safety 1 nformatl on, by TPI and RCA)for safety prates°es prior �` ' TC DL 10.0 PSF DATE 11/05/15
to performi ng these flncti ons. I natal I ars anal I prowl de temporary braci ng per SCSI. tel ess noted otlerwi se, /4 1 4859 9
top chord shall have properly attached structural sheath ng and bottom chord shell have a properly attached `
lel gi d cal l l ng. Locat1 oma snow for permanent I atonal rest..nt of webs seal I haw bract ng I natal I ed per BCSIr.
A�1 `�N secs ms B], BT or anon as of ,°the e.p,y pI etas to each rate of truss and rasp l to as siren above on I ' / BC DL 7.0 PSF DRW CAUSR7175 15309034
IIuI�I' the Jol Tit Decal a s, un1 ass lrotatl othwwi se, Rafale to tlrani nes 16M-2 Ior standard vl ace poll CI ens.
Al pi Tie, a tlI vi fl on of I TW Bap 1 di ng Components Group 1 Tic. aeon I not be respp,.s,bl a far any devi esti on from tela BC LL 0.0 PSF CA-ENG CWC/CWC
drwl rg, any fell are to but l d the truss 1 n conformance el th ANSI/TPI 1, or for MMI I ng, sal ppl ng,
AN ITW COMPANY 1 natal 1 ati on A brae)ng of trusses.
` A seal en w•dr.wlne er°ever page IIeel ne w•dm.no. IaseBb...ea.p.....p p..fa.pa„a, anSItam,ng E �9 TOT.LD. 57.0 PSF SEQN- 350890
reepenel bill b sal al y far the Mal gn.halo. Tile.d t sl Pity one W et thin drawing far any.bruata..I.the 9� C,7,19 a��i
8351 RevanaCVCle re•pmrlallty of the 1MIdlno Deet Vler per MAI API I S.A.2. Y/1 �pY. V'" OUR.FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nrormatl on see ups 3 ob s general notes page and tease tab atter• notes Page web cea� -//4 Tie CAI
ALPINE: ver,al pi mel tr,can; TPI: awn cal nsc,org: RCA: www.sbc1 Mustry.coo; ICC: mew.I°caste.org SPACING 16.0" J RE F- 1 VLC7175Z 14
EXP.12 31-15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - LG)
Top
Bot chord 2x6 HF SSchord 2x4 DF-L 2:B2f2x40DF-L2#1&Bet.2x4 : #1&Bet.: 2 COMPLETE TRUSSES REQUIRED
I t 2
Webs 2x4 DF-L Std/Stud Nai I Schedul e:0.120"x3 mi n. mai I s
:W2, W4, W6, W8, W10, W12 2x4 DF-L #2:
Top Chord: 1 Row 612,00" o.c.
Speci al I oads Bot Chord: 1 Row 6.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c.
TC- From 70 pi f at 0.00 to 70 pl f at 24.50 Use equal spacing dtspl i rows and stagger nail s
i
BC- From 14 pl f at 0.00 to 14 pl f at 24.50 n each row to avoid sptti ng.
BC- 3726.46 Ib Conc. Load at 6.80 Negative reaction(s) of -2386# MAX. (See below) from a non-wind load
120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located case requi res uplift connecti on.
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Wi nd I oads and reacti ons based on MWFRS.
DL=4.2 psf.
Defl esti on meets L/360 I i ve and L/240 total I oad. Creepincrease Max JT VERT DEFL: LL: 0.38" DL: 0.41". See detai I DEFLCAMB1014 for
factor for dead I oad i s 1.50. camber recommendati ons. Roofs i ncorporati ng thi s truss requi re
consi derati on for pondi ng desi gn by Bui I di ng Desi gner.
The TC of thi s truss shall be braced wi th attached spans at 24" OC i n
Truss must be installed as shown with top chord up.
Iieu of structural sheathi ng.
NOTE: UPLI FT REACTION. Truss desi wed usi ng vertical JT PLATE LATERAL CHORD
Nrestraint as shown bel ow (R=-2386 [ 5] W3X7 2,. Engi neer of record shallSIZE 2.HI
50 0T 1.25
design connections and structure to resist uplift reactions. 1L 1.25
Engineer of record must review and approve this desi gn pri or to [12] W4X5 S 1.25
fabri cati on. [12] W3X7 2.25 L 1.25
[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]
Tu T
1-6-0 W2 W4 t
'� II' II' IT W10 2 1-6-0
9-0-0
3X5111 3X10= 6X10= H0508= 623X10=
3X7[12]= 4X5[19]= 3X5[23] III
1"12 20-6-8 3-11-8-- ->-1
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
24-6-0 Over 3 Supports
R=2975 W=5.5"
R=5111 W=5.5"
R=-2386 U=2 W=5.5"
Desi gn Crit: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0 15.01.01.
Truss Components of Oregon 1503)357-2118 ...MINN NM•e REM AND FOLLOW ALL NOTES mi mis PedelIGI �rR�F : 1 OR/-/1/-/-/R/- Seal e -
3125"/Ft.
825 N 4th Ave,Cornelius O 97113 "twox NIT•• FURNISH THIS OWNS To ALL aefIRACroa INCLUDING n�INSTALLERS. TC LL 25,0 PSF
Trusses regal re extreme care I n fatal catl ng, handl I ag. shi PPI ng, i natal I I ng and bracing. Refer to and fol I tow /�/r� �' REF R7175- 63615
the 1 acasc edi cl on or SCSI (e«I dl re Coeponenc Safety 1 nrormau on, M TPI and NTCA)for safety Areca cs prior ���' � ` -
toperforming ansae functions. 1m[a11ars anal1 prodw no andary erste per ,. �,,,,noted attached
rw be,
+� r, TC DL 10.0 PSF DATE 11/05/15
cop chord sha11 nava Properly attached structural sheathe ng bottom chord shall have a Properly at
rI gi d cal I 1 ng. Locati ons shown for permanent I sterol restraint of webs shat 1 have brace ng Installed per SCSI 1 � BC DL
,4�LI O N I E thea of n Na 57 or. 1111 as atel d cable. Apply f1 etas to each e of truss and pod l on pas al town seede and on
7.0 PSF DRW CAUSR7175 15309035
the Ja me Dual I s. 1310 ass rated cabl e. w Refer to drawl ngs eA-Zof for standard pl ata poal ti ons.
Al pi le, a dl vi f1 on of ITN Null ding Components Group Inc. sisal I not be responsi bl e for any deal ea on from[h1 s BC LL 0,0 PSF CA-ENG CWC/CWC
drawl ng, any fail urs to build the truss In conformance in th ANSI/T111 1, or for handle • -,
AN ITW COMPANY Instal 1 ati on A brace ng of trusses. ng. shi nW^g. r
a Ar...i a,,this.moi«r0 tl°°". .peg,el pi I,',"'l5 TM Mdrawl mtotal u. I^Nla w eee.pe ma.pa w.rw11,.I « iswirl'a ''9/.► 4.0.7,1909 Q�i TOT, LD, 42.0 PSF SEAN- 350865
8351 Rovana Circle f•sPe•"I a 11 h of the Sal I a ng Reel poor per ANSI ROI T WesI 2.and IIw or this drawing for any aerl0atAlrm 1 s the
Sacramento,CA 95828 rZ�M W.Cr'A OUR.FAC. 1. 15 FROM BB
For more I eforma[I on see tit s J ob's general notes page and these web si tes:
m ALPINE: awe.el pi net ted.com; TPI: tows tp11st.erg; WTCA: twossbd
cl, astry.tom: ICC: www i ccsafe.erg EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 14
(1115026--PARR FOREST GROVE -PI an 2885 A f oor trusses -- VERFI Y VERI FY, OR - KG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIORS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L 2400f-2.OE 2 COMPLETE TRUSSES REQUI RED 1 2 <
Webs 2x4 DF-L Std/Stud :W2, W8 2x4 DF-L #2:
Nai I Schedul e:O.120"x3", mi n. Hai I s
Spec,al I oads Top Chord: 1 Row 0 1.50" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 1 Row 012.00" o.c.
TC- From 35 pl f at 0.00 to 35 pl f at 9.33 Webs 1 Row 0 4" o.c.
Use equal spaci ng dtspl i rows and stagger nail s
BC- From 7 pl f at 0.00 to 7 pl f at 9.33 i
TC- 1001.66 I b Conc. Load at 0.60, 2.60, 4.60, 6.60 n each row to avoid sptti ng.
8.60
120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
TC- 647.77 I b Conc. Load at 3.31, 4.98, 6.98
anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Wind Ioads and reactions based on MWFRS. DL=4.2 psf.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown wi th top chord up.
factor for dead load i s 1.50.
JT PLATE LATERAL CHORD
No SI ZE SHIFT BI TE The TC of thi s truss shall be braced with attached spans at 24" OC in
[ 1] W4X5 1.75 L 1.25 I i eu of structural sheath,ng.
[ 4] W4X5 1.75 R 1.25
[13] W4X5 1.75 L 1.25
[14] W4X5 1.75 R 1.25
4X5[1]= 4X5[14]
2X4 III
1 I 0 0 0 0 0
1-6-0 1
w2 IO
1-6-0
If Q ► I 0 0 0
4X5[4]EF-
+9-0-0 li
3X5111 4X5[13]= 3X5111
1"12
2-3-2 9"2 1-7-8 1-8-0 5.10
2-4-14
1 k2 2-3-2 9"2 1-7-8 1-8-0 5"1. 2-3-2
1 2
9-4-0 Over 2 Supports
R=3617 W=5.5" R=3726
Note: AI I PI ates Are 1.5X3 Except As Shown.
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD)
FT/RT=2%(0%)/4(0 15.01.01. i r 1 RR 'TY: 1 OR/-/1/-/-/R/-
Truss Components of Oregon 503 357=-1 18 **WARNING!••REPO AND FOLIAR ALL NOTES ON nN S a,N„�,
po ) Scal R
825 N 4th Ave,Cornelius O 97113 •'lraamANr•• MINIM THIS MUM NS m ALL OONrNAcroNs INCLUDING THE INSTALLERS. TC LL 25.0 PSF -'5"/Ft.
_
russes ream re extrema re I n rabrl cats ng, ha.I I ng, hi REF 7175 63616
thel acesc ea ti an or SCSI care
!di • 1>Pi ng. l natal i ang and brace nM. Rarer co ane roe i awe �� •
to performing these runt,ons. I natal Component
steal I aprovvi de`tepp a y Israby el ng piaar�8 5M.for
ass`notted others ga'or, / 14859�9�1 TC DL 10.0 PSF
tap chord shah have properly attached structural sheachl ng ane bottom chord anal have a properly attached
r DATE 11/05/15
//�I/��� I�o--ill rrpi d cel 11 ng. Locate ons slow,for permanent I ateral rescral tet or webs shat 1 nava bract , �
-ILU IJN I Jona 93. alor unlas appl noted
other apply pl sten to each Tece of truss ng instal see per I JaAf11/ • _ BC DL 7.0 PSF -
tee Jon M 3. 87 l o. 810, a Hoppe cabl e,se. Refer a to drawl and posi ti on shown above and V! „"'• DRW CAUSR7175 15309036
ngs 160A-Z for stwgartl pl ace post CI ens.
Al p1 n•, a dl vi el an of ITN Hui I di ng Components Group Ino, sie11 not b•respansl b1•for any devi ate on from thea . - r BC LL 0.0 PSF CA-ENG CWC/CWC
draai rg, any faJ 1 ure to but I a the tress 1 n tonfpreero•W tM1 AN51/TPI t, pr fpr Mndl 1 ng, ""4'
ni ppl ng,
AN ITw COMFANY J natal I aH an 6 bre:ng or vaases. ev
a A see) •a t'ht•�••tw••r avow p4•II•ano eel drool ma Indicates 9 FC,7,t'�9 Q�4` TOT. LD. 42.0 PSF SEQN- 350857
reep•na Nifty aM My for the Owl en*loon. The w11 ttll II by oaf w M •sMl v professional s set r.I•110 42,
8351 Rovana Circle r•ap=,al NII h M the NN I dine Peel liar per ANSA fPl 1 See.2. 110 lar•19,•bthntur•1•CIIe
Sacramento,CA 95828 For were i nformau on awe Chi a �•a general notes and
"AINW,C10 DUR. FAC. 1. 15 FROM BB
ALPINE: wee.al p1 teal twee cam: TPI: wee.UN nae.org; NTCA: ewe.abcp i,ldustr these
nab Sisl tomes:
y.ppm: Ic°° :I aasare.erg EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERT FY, 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
Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
factor for dead I oad i s 1.50. p I oad applied per IRC-12 secti on 301.5.
Truss must be i nstal I ed as shown wi th top chord up.
F7-10-8 +6"d
- 7-10-8
30" TYp•
si
3X3=
2X4 III 3X10= 2X4 III 3X3= 2X4 III 3X10=
1 ._i 2X4111
PAIM
1-6I-0
1-6-C
666 �/ ME + rr
3X7=— _ +9-0-0 '
3X10= 2X4 Ill 3X10--= = T
2X4 III
3X7---
o"12
X7=0"12
1L2-6-12 5-2-4 2-6-12 j 2-7-8
>Ii 8 2-7-8
2-7-8 2-6-12 _I_
5-2-4 2-6-12 0"12
2-7-8 "8 <
16-3-0 Over 2 Supports
R=926
R=926 W=2.5"
Desi gn Crit: I RC2012/TPI -2007(STD)
PLT TYP. Wave
FT/RT=10%(0%)/4(0) 15.01.01. r
Truss ComponentsofOregon (503)357=-118 ••WARNINGI••REPO AND RROF TY:9 OR/—/1/—/—/R/— Scal e
rOUIN ALL MOTES ON THIS OWING'
5"/Ft.
825 N 4th Ave,Cornelius O 913 "ITS TMs BNnNo To Au aNrNAeroNs INcwolNs THE INSTALLERS. �yaAd(�""��• TC LL 40.0 PSF REF R71 75- 63617
Trusses rood re extreme care 1 n'Marl cats ng, handl I meg, Nn ppl ng I metal I I ng and hr.ng. Refer to and Poi 1 ow fs-
the I.test ed1 ti on of BC51 (But I di ng Component safety 1 nformaal on. by TPI and ITCH)for safety ora a ens ori or Q 1485 g 9
/� to perform)ng these fatted one. I natal I era,hal I pro,„de temporary bract ng per BC51. ees noted otherwl se, r TC DL 10.0 PSF DATE 11/05/15
top l choral;halI have properly attached structural s eathl ng and bottom chord shall have a pr.., attach. �����
g. Laeatl, a sopa for permanent hate°, o each of webs shall have bran'as,nae,,.d per SCSI �rA,L]/�mm""� BC DL 7.0 PSF DRW CAUSR7175 15309037
to,'41L,1��N coca,°a 83. BT B,D. .s epplicab,.. Apply p,mama to each feee truss and posltlon.,axaw a�ea and on
the Jot nc Decal l s, caul ees noted other.se. Refer co drag nos,GW-Z for standard p1 ate pose a ens.
Al p,nen a di v,N on of I TW FM I d,ng Components Group Inc. aha,I not be respom,bl a far any dew ati on from Chi s . BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel l urs to band the truss In conformance tri th ANSI/TPI 1, or for handl,no, nh,poi ng,
AN ITW COga e)4NY 1 nstal I ati on meg of trusses. v
• A aon wN
.drng ool avow pogo II.tNno tad.drown q, Ineb
a. e oemper,o of pr.f..olon& .5lnoorllp '�/ TO.7�1989Q�;' TOT. LD. 57.0 PSF SEAN- 350884
M
r.apvh.i M 1 I ty oaf els for the do.l sl Nhasn. Tin out tail 11 q end we of w.drawing far ens structure I s too Q
8351 Rovana Circle r..vah.l bill ey «»..Iolonern.D..I .r per ANSI/,Pa.
I ,s. :. 55b,?
MWe Cep DU R. FAC. 1.00 FROM BB
.f
Sacramento,CA 95828 Far more 1 nformea on sae th1 s J oh's general notes page and these web sl hes:
t ALPINE: aws al p,mel Me:M.ewTPI: mut tat nat.erg; Nsews TCA: sesbcl,dustry.cons ICC: caw.I cos.,.erg EXP.12-31-15 SPACI NG 24.0" J RE F- 1 VLC7175Z 14
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl Dor trusses -- VERFI Y VERT FY, OR - G)
Top chord 4x2 HF #2
Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Webs 4x2 DF-L Std/Stud bridging 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
factor for dead load is 1.50. PP per IRC-12 section 301.5.
Truss must be i nstal I ed as shown wi th top chord up.
30" Typ. 1
3X5
= W=3X5=
2X4 III 3X5
2X4 III 2X4 HI 3X5= 3X5= 2X4 III 3X5= 2X4 Ill
1-6-0
/ \ .00.
/ \ I_ + 1-6-0
4X5= 4-g 0-0 i
Oil
W=3X5= 3X5=
3X5= 3X7- 3X5= 3X5=
o"iIL, 2-6-12 10-2-0 �I< 13-0-0 �1
5 2-4 2-6-12 � 2-6-12 _I_ 2-6-12 JJ 2-6-8 2-6-12 5-1-8 2-6-12 � 2-6-12 5-2-4_ 2-6-12
5-1-8 '1` 2-6-8 'I` 'I
Fc 23-2-0 Over 3 Supports
R=513 W=5.5" R=1572 W=3.5" R=648
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0
Truss Components of Oregon (503)357-2118 ••WARNING,••Nero Ale QTY:3 OR/-/1/-/-/R/- _
825 N 4th Ave,Cornelius OR 97113 ••I IroNTANr•• FURNISH THIS TOWN ALL NNIES at DNS mlrl NGr
Soo!a 3125"/Ft
MARINO ng,,,,_ppi ng. i ORSnatal
INCLUDING THE INSTALLERS. ��OD -OFF TC LL 40.0 PSF REF R7175- 63618
Trusses raqul re extreme care f n fabri caG ng, handl I ng, aryl pl ng i natal 11 ng and bract ng. Refer to and fol 1 w
the I atest edl ti on of SCSI (seat 1 dl re Component Safety 1 nformatl on by TPI a.ATCA)for safety practices prl or �a� � e TC DL 10.0 PSF DATE 11/05/15
to mirrored ng these fundi ons. 1 Inca)I e`s shall prow de temporary bract ng per SCSI. IAM ess not.Diner„se, 14659 9
.41164, tap chore shed have prop•1y attached structural sheethi ng and bottom chord,hall nave a properly attached �•
I pi d cell l ng. Locate ons shown for permanent 1 sterol r al nt f webs,hall have bract ng 1 nstal I ed per SCSI
,4���N I e tl ens 83, 87 or g10, as pp1 I cabd e. Apply p1 etas to each race of truss ant post tl on as shown above and on ' r BC DL 7.0 PSF DRW CAUSR7175 15309038
the Jot mK Detal I s, aryl ess noted.p, p. Refer Lo drawl ngs 1 SOA-Z Tar standard pl ate post tl omits.
W rye...De:::
a dl vl s1 on of I Tw I d 1 Ey.g truss I conformance
I ac. anal I not breponse hl c far, s devi etl on free the s BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY Iona e'�'Igaa o'o a brad co bu11 d the crmss d n conrormaence W M ANSI/TPI 1, or for handl y req, am ppm.g,
n9 of trusses. a
` "r
regional a drool y far t, , 'I, w y.sultabi op In■oat... 1,drew ,rfar any
., snot,e,I. ,9 eC 7,19 9 Q4,v TOT.LD. 57.0 PSF SEAN- 350841
rasp I w 1 I Or the PIA I a •�IIw this drawl rep tar aIq aGp¢bra 1 s the
-e
8351 Rovana Circle h ng Dad gnat par ANSI/Tpl +i.e.s2. ,fir' .00 BB
Sacramento,CA 95828 `917411GOCN�'� DUR.FAC. 1 FROM
For more 1 nrormau on dee tlnl s J w•a general notes vara ono,these web si tea:
ALPINE: www,al pi nil M.cm; TPI: wow.tp rest.erg: WTCA: www,sbcl ndustry,dam; ICC: W.I acsare,erg SPACI NG 24.0" J RE F- 1 VLC7175Z 14
EXP.12 31-15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERT FY, OR - H)
Top chord 4x2 HF #2
Bot chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Webs 4x2 DF-L Std/Stud bri dgi ng recommendati ons.
increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Deflection meets L/480 live and L/360 total load. Creep I oad applied per IRC-12 secti on 301.5.
Truss must be i nstal I ed as shown wi th top chord up.
7-10-8 8 5-3-0 -1
30" Typ.
1.5X3 III
1.5X3 III 1.
3X3=
1 _ 1.5X3111 - 3X7= -
II 1.5X3 III
1-6-0 F 1
1-6-0
49-0-0
3X7= 1.5X3 III
3X5=
3X5= 3X5=
0"12
s
0"121142-6-12 J_
5-2-4 2-6-12 ab 2-7-8
2_7-8 +9"8 ly
9"8 2-6-12 5-2-4 2-6-12
13-9-8 Over 2 Supports
R=786 W=3.5" '1
R=786 W=3.5"
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD)
FT/RT=10%(0%)/4(0) 15.01.01. 8 .. , QTY:5 OR/-/1/-/-/R/- Scale =.5"/Ft.
Tiuss Components of Oregon (S503)357-.118 **WARM NGI•• NO FOLLOW ALL NBIES ON NIS OWING!
825 N 4th Ave,Cornelius Oregon
O](97113 "I " Flaw Sx THIS gaiill Ila TO ALL cNO1ES To1a INCLUDING SIW TIIB INSTALLERS. ORF TC LL 40.0 PSF
Trusses raqul re extreme care i n fabri cat!rig. handl i ng, .ht ppl ng. I nstai I I ng and bract ng. Refer to an.fol I aw REF R7175- 6361 9
the I at.st A.1 ti on of BCSI (Bud 1 dl ng Component Safety I nformatl on, by TPI and WTCA)for safety treed cos tri or
w performing these fundi ans. I natal t are ahal I provi de temporary brant ng Per SCSI. BM es.notetl oth.rsii s., fM��i 1 4859�'Y ' TC DL 1 0.0 PSF DATE 11/05/15
top chord shat I have properly attach.structural sheachi hg all bottom chord shall have a proper!y attach.
el gl tl mil l I rig. Louth ons shown for permanent I sterol resist n t or webs shat 1 have bract ng I natal I.per BCSI BC DL
.4�I_-�� I mint'ons war 10. as�appl i bl e. Apply pl at.. each face of`rue as and ^ 7.0 PSF DRW CAUSR7175 15309039
ILLIIU—J cM Joi nc Detei 1 s, I ams etl M1.rW se. Rarer tlreW mIs leo-Z Tor stall•pep eta post tl shots)
o y
AI wl no, a y vi.1.s..
i on oP ITN I d I h ng truss I n conformance
1 n. all!I not M r.tonal h1.Par any t ti no,an tram CM1I a BC LL D.0 PSF CA-ENG CWC/CWC
tlrarl ng, any fel I ure to but I tl 1M truss I n conPormence W[h ANSI/TPI 1, or for handl I ng, aHl ppl no, • ..•
AN ITW COMPANY t natal!all on I bract ng or trusses.
` ",..N q,.,yltl"d M�for tee, I Tim..-�'l IMYLt.mpL.11e.of NMfp laa.I MyInMPing 9 �1cCa 7 1969 e�4 TOT. LD. 57.0 PSF SEAN- 350897
8351 Rovana Circle raapallal IOW I I b of the mel I di ha b end w M to.drawl no ler any.eswdxe I I.tn.
��
q ..r ANSI "" NNW.006 DUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nformatt on see ch!SiJ ob.s general notes
ALPINE: .al pi net tr.Cam; TPI: raw t page and these wet sl s:
anat.arg: MA: wrw.ehclntlustry.<am; Il:c: .Isteers.arg SPACING 24.0" JREF- 1VLC7175Z14
FXP.1 2-R1-15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MPR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERT FY, OR - HGE)
Top chord 4x2 HF #2 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #2 bri dgi ng recommendati ons.
Webs 4x2 DF-L Std/Stud
Deflection meets L/480 live and L/360 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
factor for dead I oad i s 1.50. P I oad applied per 1 RC-12 secti on 301.5.
Sheathi ng i s requi red for any I ongi tudi nal (drag) forces. All Truss must be installed as shown wi th top chord up.
connecti ons to be desi gned by the building desi gner. Fasten rated sheathi ng to one face of thi s frame.
1 - - - - - = - - - -
1-6-0 1
1-6-0
*9-0-0 V
/// /
0"12
11 13-8-0 0"12
'IF
Fc 13-9-8 Over Continuous Support
R=114 PLF W=13-9-8
Note: Al I PI ates Are 1.5X3 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. •
Truss Components of Oregon 503)357-2118 ••NARNINGI••READ ANO FOt10R Au NOTES on 1NI5 ORARINGI ' '�p QTY: , OR/-/1/-/-/R/- $Cal a =.5"/Ft.
825 N 4th Ave,ofOrCornelius t)1�97113 ••IRFORTANr•• RAM SR TMs OWNING m Au CONTRACTORS WADING THE INGTALLENS. c.•ct TC LL 40.0 PSF REF R7175— 63620
Trusses raqui re extrema care 1 n fabrl eaei ng, handl 1 ng, ahl ppl ng, 1 rnCal 1 I ng and bract ng. Refer to and fol I a
the 1,test edi ti ea of see (But 1 dl ng Component Safety I e tw,ltl on, by TPI a.RCA) far safety practl tea pre or �4V4.--,61"--
r �1 TC DL 10.0 PSF
to perform ng these fund,ons. I natal I ere slat I provi de temporary bract Ag per SCSI. IAi1 ass noted ocher,„„, t 4659 9 DATE 11/05/15
top chord shall haw proper)y attached structural sheath)ng and bottom chord shall have a properI y attached `
rl gid eel l I ng. Locati ens shown for permanent I eterel restraint of webs shell have bred ng i natal I ed per SCSI
,4��� I sacci ane 83. 67 or 810, as appl,tab, y aces to each{ace of truss and post t1 on as shown above and on BC DL 7,0 PSF DRW CAUSR7175 15309040
the Joi nt Decal 1 s, um ass noted°there se. Refer to dram ngs 161M_Z for standard pl ate post ti ons. -�c�
Al PI nen a di vi sl on of ITN Rol I m ng Components Group Inc. sisal I not be respoos bl a for any devi atm on from the s BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel I ur•to but,d the truss I n conformance m th ANSI/TPI 1, or for hemi 1 ng, sh1 poi ng, -s
AN ITN COMPANY 1 natal I atm on&brace ng of trusses.
•'
• A•••I en=A•.rent AN ar Sever page I I.sI ng PM•.reel ng. I tell eat..aeeptone.e9 pretend l anal enol n.ara nG 9 '4.G' 1'e 1989 �� TOT.LD. 57.0 PSF SUM-Q 350900
•.pent el 11 ty mei el for the SW of nglimy structure I.w
8351 Rovana Circle
reopens,bill tY of eh:RM l a lng beet(par tl'�a..ANSI T1 t1tlS'..2..1s"� �•�� for /�/'I4 w CO
Sacramento, DUR.FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nformatl on see the s Job's general notes page and these web si Les:
rY,1 S,
ALPI NE: mew.al pi eel ce.can: TPI: awe.!pi nat.org: 'RCA: ono abd hdustry.cad; ICC: wee.I ocean*.erg SPACING 24.0" JREF- 1 VLC7175Z 14
FXP.17-31-1 c
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - CGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
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 I i ve and L/360 total I oad. Creep i ncrease
Truss must be installed as shown with top chord up. factor for dead Ioad is 1.50.
Sheath,ng i s requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame.
connecti ons to be desi gned by the bui I di ng desi gner.
1 - - - - - - 1
1-6-0
_ 1-6-0It
*9-0-0
0"12
$ 6-6-8 0.,12
kG-8-0 Over Conti nuous Support -->
R=114 PLF W=6-8-0
Note: Al I PI ates Are 1.5X3 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=10%(096)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 e•rARNI MI••READ AND Foca ALL P0nES a THIS mwmNGt �� 1 OFF
825 N 4th Ave,Cornelius OR 9X13 ••I •• FURNISH TMs MAVENS TO ALL caNTwCHNIS INCLUDING THE INSTALLEIIS TC LL 40.0 PSF REF 87175- 63621
Trusses recon re extreme care 1 n fabrl call ng, ha.I I ng, .1.1 ng, 1 natal 1 l,g and bract ng. Refer co a.fol 1 ow
the I etas[edi tl on of BCSI (Bull di ng Component Safety I nformetn on, by TPI and.TCA)for safety practl cos pro or `� `�
�� top°c.rd s0:l� `prop r!y attached structural structural pshea o temporary chorper hey SI„ae:";•properly a� Q 14659 9 TC DL 10.0 PSF DATE 11/05/15
ri gl d cel 1 I ng. Locatl ons shave,for permanent 1 ateral rostral nt of webs shat 1 have brat,ng I natal I ed BC DL 7.0 PSF DRW CAUSR7175 15309041
/�/�� act,ons B3, 87 or 010, asAppy pl ates to each face of truss and per n
A[LI
- ]N{ sro 11 l e. rest ti to po i tion above and
{{'I.,,I^IJ1 the Joi,K Decal I s, unl mss noted Mrwl se. Refer to drawl rigs 160MZ for scaMartl pl ate goal tl ons.
Al pi nen a di vi sl on of I T.Bul I di ng Components Group I no. shat I not be responsi bl•for any devl ati on from this BC LL D.0 PSF CA-ENG CWC/CWC
drawl ng, any fan I tire to bol 1 d the truss I n conformance d th ANSI/TPI 1, or for handl I ng, shn pal ng,
AN ITW COMPANY I natal I all on.brew ng of trusses. e.. q V TOT.LD. 57.0 PSF
reoponela I I'ty eel el y faarr the*Wier n+Moon.D Timm12.1011•drool
~ 1 iiet eves of%hi o dr a aw«al mei oat marl re 9 'eC,)1 19a Q`i S EQN- 350880
"'°°""°'I"""""""'" b.i. .. t,..drawing for any.tr enr. the
/S Q DUR. FAC. 1.00 FROM BB
8351 Rovana Circle
ng Da.l'nor p.r ANSI/IPI 1 Soo.t. ,'4�I�e G�� -
Sacramento,CA 95828 For more I nformati on see chi s J a0me's general notes page and theweb sl les:
ALPINE: ego..al pi nal tw.con` T : mem.t01w
nst.org; Wick wins.ebcn.dustry.coo; ICC: me..I«safe.org SPACING 24.0" J RE F- 1 VLC7175Z 14
FYP 12-31-15
r
THIS DN'G PREPARED FROM COMPUTER INPUT (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 Iive
Bot chord 4x2 HF #2 load applied per IRC-12 section 301.5.
Webs 4x2 DF-L Std/Stud
Defl ecti on meets L/480 I i ve and L/360 total I oad. Creep i ncrease
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
I- 2-9-0 d_ 14" H` 2-9-0 H
30" Typ.
1.5X3111 3X3= 3X3= 1.5X3111
1-6-0 1-6-0
9_D_D
1.5X3 III 1.5X3 III
3X3 3X3=
ile- 0 12
e 2-7-8
1-3-8 2-7-8
2-8-44
1-3-8 2-8_4
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. p2}IRpF TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 eerARtllNGI ee REPO NO FOLLOW AU.NBfES GN TTNB Num NGI
R Ns TC LL 40.0 PSF
825 N 4th Ave,Cornelius OR 97113 "I r FURNISH n«= «a,n CONTRACTORS INCLUDING„IE INSTALLERS. REF R7175- 63622
Trusses regal re extreme care h n fabri cats ng, handl I ng, she ppi ng, I natal I I ng and Creel ng. Refer to and fol I ow /� _
the latest edi cl on of BCSI o,,i. i.g,portant saTety l nforwetl on, by TPI a.d Nfm for safety practl cis pre or 14659� •se. CC � TC DL 10.0 PSF DATE 11/05/15
to performs ng these lunch ons. I natal I ersashal I provide teigorary brace
top chord shat I haw properly attached structural she M hg per shoe
I . e ass protea attache d
ng arta bottom chord slut I have a propene y attached I BC DL 7.0 PSF DRW CAUSR7175 15309042
we rl gl a ns I 1 ng. orate ens shovel for e. Agent 1 iteral ...sacral nt of webs shah I have Cracl ng I natal)ed per BCSI
A LIF---q1
N t. ons B0 B]or 1110, as app)l oche e. apply p1 atria co each face of truss and ppsl ti to as ilia above and on
IIIIJrr`"--7,JI cM Jo1 nc OeGi I s, pml ass rpteU atherwl se. Refer to drawl ngs 16M-Z for standard pi ate post ti ms.
Al pi rte, a di vi sl on of ITN But I di ng Components Group 1 nc. sial I not be respowi bl a for any deal eV on from the s ,- BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fat I era to Dui I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, sal ppl ng,
AN ITWCOMR4NY Installatlone brat!ng of trusses 4'. 'ea 7.10 Q —
• 't TOT.LD. 57.0 PSF SEQN- 350875
A mea on w•drool no or ewer Pew I 10th no UN•drool no. Ina metes mmayCBnw of pfefeeel alai aryl naming
raePanal 011 I qta M Ch
Nei y far e esel.p moan.. lir awlYl t11 q atl use of this drawing for erg.structure 1•she
8351 Rovana Circle r•walal a I I q of+,.n I i a no Dodd gm..per ANSI/111 +See.2.
T7d' we COQ DUR.FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nformatl on see the s J oD•s general notes page and chase wee sl tris:
ALPINE: w .el p1 ne1 Mw;.coTPI: wow,.cpl nst,org: NTCA: woo.sbcl nclustry.colo: ICC: wow.I cosafe.org EXP.12-31-15 SPACING 24.0" J RE F- 1 VLC7175Z 14
wart.
%
THiS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, OR - JGE)
Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons.
Webs 4x2 DF-L Std/Stud
Truss must be installed as shown with top chord up. Deflection meets L/480 live and L/360 total Ioad. Creep increase
factor for dead 1 oad i s 1.50.
Sheathi ng is requi red for any I ongi tudi nal (drag) forces. Al I Fasten rated sheathi ng to one face of thi s frame.
connecti ons to be desi gned by the bui I di ng desi gner.
2X4 III 2X4 III 2X4 III 2X4 HI 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III 2X4 III
= - - - - L T
1-6-0
1-6-0I
/ ///////////////////// �+ - - - +9-0-0
2X4 III
0"12
'IT"' 17-8-8 0"12
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. p2pRpr TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft. _
Tiuss Components of Oregon (503)357-:118 ....WARM NG1'•READ NO FOLIO.ALL NOTES at TNI s DAM=
(Q
825 N 4th Ave,Cornelius OR 97113 "I IPD.TAMr' FURNISH THIS MANNA To All CONTRACTORS INCLUDING THE I NSTAUFRS. Ni‘ TC LL 40.0 PSF REF R7175- 63623 —
Trusses&testreg.edi tire extreme care I n fabrl ca.ng, handl I g, shi ppi ng, I natal I I g any bract ng. Refer to and followtrial ���
to pertormi ng these f.s,ccl en,. Inotal I ors.ahal I aProvI de temporary O,-.oI ng per i.";,n;„;` �;ntt,;r,;,n.accQ S' 14659� r. IC DL 10.0 PSF DATE 11/05/15
cop chord shall have properly atthed structural sheaths
tached
rl lH d sl l Ing. Lout'ons shown for permanent I acetal ng
ne of`wabstom`Ndl hashalve pracl ng 1 ul l ey`per BM ' ,
A LPO
etch ons e] G]or G1o, .s app,I cab.e. PORI y alas tp.ach fire of truss and poll G.n as shown above any on
BC DL 7.0 PSF DRW CAUSR7175 15309043
. III O rJyl,< ai., of IT Hui
di
Colpo Refer to draw,gx I not acanthi plat.npltlyea. BC LL 0.0 PSF CA-ENG CWC/CWC
r---' Al PI nen a OI vi sl on of 1 IIP d,l I dl,g Components Group Inc, she.I not M responsl a.for any dol ell on from!hl s
drawl,g, any fel l urs to bul.d the truss 1n conformance with ANSI/TN 1, or for handl 1 ng, shl ppl ng,
AN ITW COMPANY I natal I.1 on A bract ng of trussesaa 'eC. " TOT. LD. 57.0 PSF
A eeaponal n this drool no« asps Tats I I SU no Phil s drawl p, I.r oat..mgs..hes of orotund steel ro * i".7t 19 A 4� SEQN- 350893
h mal 1 y for the dual an wheat. Ta sad to I I 1 ty and Ilw of Phil s drawluatu esI
sapaW Si I lty of Phe Dunarw far any.e laem•m I OL"~ S"4NWe COI DUR. FAC. 1.00 FROM BB
8351 Rovana Circle .1G Dol ihmr par AM/T►1 I Tae.2.
Sacramento,CA 95828 For more I nformati on see chi s J ob.s General no page any these web sl les:
ArI NE: wan.al tw. TPI: mew.chi nst.org: 1rtCA: owe notes page
coat ICC: ww.I ccsafe.org EXP.12-31-15 SPACI NG 24.0" JREF- 1VLC7175Z14
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - J)
Top chord 4x2 HF #1&Bet. + 2x6 conti nuous strongback. See detail STRBRI BR1014 for braci ng and
Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons.
Webs 4x2 DF-L Std/Stud
Deft ecti on meets L/480 I i ve and L/360 total I oad. Max JT VERT DEFL: LL: 0.2811 DL: 0.18". See detai I DEFLCAMB1014 for
camber recommendati ons.
Truss must be i nstal I ed as shown wi th top chord up.
7-10-8 - 25" JI— T- 7-10-8
r 30" Typ. l
2X4111 3X10= 2X4111 3X5 3X5= 2X4111 3X10= 2X4111
T -j Int - - _
1-6-0 / L -
4_9-0-0
3X10= 2X4111 2X4111 3X10=
3X7=
3X7
o"1z_i� 2-6-12 2-6-12 � 2-7-8 2-2-8 2-7-8 �2-6-12 � 2-6-125-2-4 2-7-8 2-2-8 1 2-7-8 I 5-2-4
17-10-0 Over 2 Supports >J
R=1017 W=5.5"
R=1016 W=3.5"
Desi gn Cri t: CUSTOM/TPI-2002(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01.0 _
Truss Components of Oregon 503)357-:.118 ••WARNING.••READIV� QTY:3 OR/-/1/-/-/R/- Scale -.375"/Ft.
825 N 4th Ave,Cornelius OR 97113 F0LL0�ALL" ax TIII s ORAWI I6I {.
••IIPORfMR•• FIa,Ilax Txlg Blaneg To Au mlrtgAeroRs IIIL'WDIIIB TIIE INSTALLEgE. �G�yD -OleF TC LL 40.0 PSF REF R7175- 63624
Trusses rpul re extreme care 1 n Paprl cetl rg. handl i,g, shi ppi ng, I natal I,ng end bred ng. Refer to and fa 1 w 4 C'
the I atesc etli ti on of SCSI (But 1 di mg Component Safety 1 nformatl on, by TPI aM ITrCA3 for safety practl ces prl or �� F�• TC DL 10.0 PSF
to parrot.ng these runt,ons. I natal I ers shah I pravi de temporary bract ng per SCSI. Un,ess noted*theme se, `4/ 14859 9 DATE 11/05/15
4111164, cop chord shall have properly attached structural sheath,ng and hotted chord s.11 have a properly attach. 4♦C
rigid.111 ng. Locati dna shown for permanent lateral rostral not of webs shall have brad ng Instal lad per SCSI
.4�1 `� sectl ons B7. BT or B, as appl i cabl e. App,y pl aces to oath P.ce or truss a.peal ti an.a shown above and on t BC DL 7.0 PSF DRW CAUSR7175 15309044
11uI�I I tha Jon not 3, B 1 s, unl ass ncatl ooO.o• se, Refer to to a ngs eSellor Por sta.po pl eta post tl ons.
AI pi noel a di vl si on oP 1 Tw Bum I dl ng truss
I recon Brame 1 n. aha,, net b.rorfori hl,Par any tle..,ati pn Prpn tM11 a BC LL 0.0 PSF CA-ENG CWC/CWC
drawl mg, any Pel l urs to Md 1 d the trues n n conformance al[M1 ANSI/TPI ,, or for handl I ng, sM1i ppm ng, •.�- •
AN ITW COMPANY i natal I etn on&brael ng or trusses. ,
e A..N en n.•drag ng or Geyer pogo I I eel ng thin Crawl ng. I Ila t t s pt.h.s f p'°""10ne. anal n....no .90:C.7,t909 �'v TOT. LD. 57.0 PSF SEQN- 350807
reopen•.bl 11 ty.el el y for t11e dol gn sheen. Th.•y.CMS I I ty end use of th1•drawl ng for soy.Wotr.I•s fhe
8351 Rovana Circle
reopens.a I I ty of a»aw 1 a ng Boa gn.r per ANSI/TP. ,><.e.:. -AV We Ow DUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For lore,nformatl on see chi s J.1 s general notes page and these web sl Les:
AI-21 PI RE: w .al y1 nal two cmTPI: ewe.tpi nst.arc; .TCA: awe.sbci.ustry.cam; ICC: www.n ccsafe.org SPACING 24.0" J RE F- 1 VLC7175Z 14
EXP.12 31-1.5
II.
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, OR - I)
Top chord 4x2 HF #1&Bet. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and
Bot chord 4x2 HF #1&Bet. bri dgi ng recommendati ons.
Webs 4x2 DF-L Std/Stud
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Max ST VERT DEFL: LL: 0.27" DL: 0.24". See detail DEFLCAMB1014 for
load a l i ed camber recommendati ons.
pp per IRC-12 section 301.5.
Truss must be installed as shown with top chord up. Deflection meets L/480 Ii ye and L/360 total I oad. Creep i ncrease
factor for dead I oad i s 1.50.
I- 7-10-8 J1 21.875" -_
7-10-8
30" Typ. .I
2X4 III 3X10= 2X4 III 3X5= 3X5= 2X4 III 3X10= 2X4 III
\ / \ 1-6-0
3X10= 2X4 III 2X4 III 3X10= 3X7=—
3X7=
2-6-12 5-24 2-6-12 2-7-8 '` 1-11-6 2_x_8
"I" 2-6-12 I_ 2-6-12
L 5-2-4
f 17-6-14 Over 2 Supports
R=1002 W=5.5"
R=1002
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TY!). Wave FT/RT=10%(0%)/4(0) 15.01.01.0 QTY:5 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-1.118 ••WARNI NGI••READ Are FOu.or ALL NmES a hos DRAM NG! � . ()FF
825 N4thAntsofOregon 1971 5 ••I •• FTNenSA nos mann TO Au.carmAeTDRS INIXINIINo no Immune. IIIy�y� TC LL 40.0 PSF REF R7175- 63625
Trusses recite re extreme care I n',Mari call ng, handl I.g, aryl pal ng. 1 rascal l I ng and bract ng. Refer to and fol I ow `� (���
the Iates[edition of RCS! (But Idi g Component Safety Information, by TPI and NTCA)for safety practices pre or ` TC DL 10.0 PSF DATE 11/05/15
to parvo—o,these tante ens. I natal I ars shat I Prove dente temporary bract.g per SCSI. Ural esa noted ot„er,d t. 14659 '9
cap chord shote have properly attached structural sheacm ng a..d bottom chord shall nava a properly attached
ri 91 d cal I 1 ng. I.ocati ane shown far permanent I acarol r.tree rat of webs shoe 1 have bracing I natal I ed per KS! BC DL 7.0 PSF DRW CAUSR71 75 15309045
,4�1 `� sec[I ens 83. B�o B10, as appl l cebl a. Apply etas to each face truss amt poll ti on as shown above and on l
IIUI-1�1 r� the Jd nc Decal I s, ant esa rptad otMrwl se. Refer to tlrawi rags 16gA_Z for scargartl pl ata post tl Dara.
I AI pl a di vi si on er 1 TN Bti t d1 ng truss
I n.con ormap I race aM1a1 I net w ror for hl.ror any clavi ace on from thea BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW CAMR4NY Idnn el"Igecl o0 6 e aei ng of
I tache truss i n conformance wl th ANSI/TPI 1, or for neral l ng, sM1l ppi ng, a,a
c A.•.i on thin Aft.'NI of eey.,Npaga II•tlno thin drool no. IMlsates.w.pe.n•..f prof..l,n., 9, rfC.7,10% 41 .'
TOT. LD. 57.0 PSF SEQN— 350839
raopan.l IA l l q solely for the awl on shown. TAa•ul cosi I 1 ty and use•f tis•drawl no far ary mtruaWra 1 s tlr
8351 Rovana Circle
'empanel b111,7 w the Nwlan.Dal awr per AIISInvI i s.•.z. ' ' wa cNk
• DUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nformaci on see ui s J ob.s general notes page and then,web si ten:
ALPI NE: raw.al pi ne1 tw.coTPI: www.tpi rant erg; . caw TCA: pm.sbcl.uscry.coICC: www.I ccsafe.org FYP 12-q 145SPAC I NG 24.0" J RE F- 1 VLC7175Z 14
cop
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115026--PARR FOREST GROVE -PI an 2885 A floor trusses -- VERFI Y VERI FY, 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 i nstal I ed as shown wi th top chord up.
3X3= 3X3=
1-6-0
- 1-6-0
- 9-0-0 1,
///////////////
3X3= 3X3=
0"12
1L 2-7-8 ,�1-1-8 2-7-8 5-8-0 0„12
I� 2-8-4 1-1-8 2-7-8 + 5-8-0IF-
o�12
12-2-0 Over 2 Supports 'JI
R=353 W=1.5” R=174 PLF W=5-11-8
Note: All Plates Are 1.5X3 Except As Shown.
Desi gn Cri t: 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.
Tuns Components of Oregon (503)357--118 •'WARM NGI••READ NO FOLLOW ALL metros ON TIM DRAM ()
825 N 4th Ave,Cornelius 01�97t 13 "I ►AI(►" FURNISH TM's own«s,o ALL cartwle(aes 1 ala wlxo THE 1 xsrAums. �`eXitet �F e TC LL 40.0 PSF REF R7175- 63626
Trusses requl re extreme cera 1 n febrl esti ng, handl i,q, aryl ppl ng, i meal I I ng and brecl ng. Refer to and fol 1 ow r-'—
tba I aces[Atli ti on of NCSI (But 1 dl,g l I ern sot Safety I e tempo on, by TPI and WTCA)for sols practl car pre or /' TC DL 10.0 PSF DATE 11/05/15
W perform)ng chase Tu«tl oma. I natal I.rs shat I prwi do temporary bract ng per SCSI. Ilnl.sa no[etl e[Iwrwe s.. /C 1 4659��
top chore she,I have properly attached structural sheath)ng and bottom chord shell I Tuve a properly attached r
n rl 91 tl cel I I ng. L«a<I ons showw,for permanent I aural rest/Int T webs shat I have bract ng 1 nsGl 1 ed per SCSI
,4 1��o I sactl ons Ba, B]on Blo, as app)I cab)e. Apply pl a[es each face e,truss and pas,<,on as shown abeye BC DL 7.0 PSF DRW CAUSR7175 15309046
O F— the Jol nt Decal I s, unl ass nwced other.se. Refer to drawl ngs 160A_Z for standard pe ate post CI ons.
F—, Al pi nen a di vi si on of I TW IAA I di,g Components Group 1 nc. she)I not be responsl bl•for any d•ve ate on from<he s BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any rat 1 ore to build the truss 1 n conformance tri tb ANSI/TPI 1, or for handling, shl Dpi ng,AN ITW COMR4NY I Ment l au on a brace ng of trusses.Ary.I on si SI tlll•arrang er wy.r gK•IIaLng nd•ar.W,ng, Indlaataa I,MagtMw Of grdfwalelrl 9 C T' t3 47TOT. LD. 57,0 PSF SEAN- 350882
q ea el y for tlr Mal gn shwn. The eW tab)I 1 ty and we of w•drwl ng for r,structure III•Gr8351 Rovana circler..vrrl lw l l ey er w ONi l di ng o..I gll.r per A,RsI/TPI ,sr:.:. \\24,........................ 11" DUR. FAC. 1.00salTalnen[o,cn9saz8 rqMw.c. FROM BB
For more 1 nformeti on see Thi s J ob's general notes page ane these web sf Cas;
ALPI NE: waw.el pe nee tw.con: TPI: www.cpl nos.ors; NTCA: twossbcl ntlustry.con; ICC: matI ccsafa.org SPACING 24.0" J RE F- 1 VLC7175Z 14
FYP 12.31-15
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERI FY, OR - F) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
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 I oad. Creep i ncrease
Truss must be instal 1 ed as shown wi th top chord up. factor for dead Ioad i s 1.50.
2-9-0 _I 11" d` 2-9-0
I. 30" Typ. H
1.5X3111 3X3= 3X3= 1.5X3III
1 - - 1
1-6-0 1-6-0
- -
i. lir +9-0-0 I
1.5X3 III 3X3=
3X3 1.5X3 111
0-P12
0"12
2-7-8 �1-0-8�.r 2-7-8
2-8-4 1-0-8 I 2-8-4
6-5-0 Over 2 Supports >I
R=366 W=2.5" R=366
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=10%(096)/4(0) 15.01.01.0 QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon 1503)357-2118 •'WARM WI••aEAO NO FOLLOW Au NOTES ON TNI s win Nu TC L L 40.0 PSF
825 N 4th Ave,Cornelius OR 97113 "I T F11003X TMs OAS ALL cgaraAeroas INeWDINB THE INNTALLa6. 6fG�� OAF REF R7175- 63627
Trusses regal re extreme care i n fabrl call,g, handl i ng, .1 pal ng, I natal l l ng a.eras ng. Refer to a.fol I ow
the I atest edition of BCSI (Bal I EI ng Component Safety I nfaraletl on. by TPI and MICA)for safety practi ces ori or TC DL 1 D.0 PSF DATE 11/05/15
�d F
,.,Olk to perform,ng these functl ens. I Mtal l era steel I prowl de temporary bract ng per BCSI. Unl ass noted otn..w1 se, 1 4859
cop chord shall have properly attached structural sheath,ng aM bottom chord shall have a properly attached Q _r
1 rl gl d cel I I ng. Locatl ons shown for permanent I sterol rostral nt of sobs aha,I have',reel ng I nsta,I etl per BCSI BC DL 7.0 PSF DRW CAUSR7175 15309047
,4�1 O recti ens B3. 117 or B10, as app,l cab,e. Apply pi aces to each face of truss a.post ti on as shown above antl on
IIIUI--II the Jol nt Decal 1 s, caul mss noted otherwl se. Refer to tlrawi ngs 16tH-Z for standard p,ate pose t1 Ons. BC L L
Al pi nen a y vl ai on of I TN I d,h ng truss
recon Group 1 nc. aha,I not a rorforl h,a far any Wvi atl on from This 0.0 PSF CA—ENG CWC/CWC
drawl ng, any fel 1 are to TRI 1 tl the trues 1 n conformance wi CM1 ANSI nTPI 1, or for handl 1 ng, shl ppi ng, • -_
AN ITW COMPANY ,natal I atl on a brat)ng of trusses.
g v TOT. LD. 57.0 PSF SEQN- 350844
AA ANA.s a thin.w Al AO sr AAirAthe f g.listing ng N drool ng. I nm Noes.eNNp*.n.N of proteaal soul sup burl no /9, '4.0 7 'g9 t`
on shown. T)r.we.11lh w n..x W..r.lro for.nn structure 1.the s►� A/DQ DUR. FAC. 1.00 FROM BB
8351 Rowena
ruponsl a 1 I es of the Nut I a no Dal our par ANSI ml 1 Sea 2. 4N Wa GN
Sacramento,CA 95828 For more I nformati on see NI s 3 ob.s general notes s page and these web si ces:
ALP!NE: www.al pi rel two con; TPI: www.tp,nst.org; 'TCA: mew.stool ndustry.cow ICC: wow.I ccsafe.org SPACING 24.0" JREF- 1VLC7175Z14
EXP.12 31 15
(1115026--PARR FOREST GROVE -PI an 2885 A fl oor trusses -- VERFI Y VERT FY, OR - M) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR.
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
Truss must be installed as shown with top chord up. Deflection meets L/480 live and L/360 total load. Creep increase
factor for dead load is 1.50.
F30" Typ.
1. 5X3111 3X3= 1.5X3111
1-6-0
1-6I-0
►� soo 6
3X3=
3X3=
0"12 0"12
1L 2-6-12 ....L. 1-3-12 JL
Fc--4-0-0 Over 2 Supports —s'
R=228 W=5.5" R=228
Desi gn Cri t: I RC2012/TPI —2007(STD)
PLT TYP. Wave FT/RT=10%(0%)/4(0) 15.01.01. 0 i 'TY:8 OR/—/1/—/—/R/— Scale =.5"/Ft.
Truss Components of Oreregon (503)357-2118 ••WARsn AND u NM••READ AFOLLOW ANOTES ON Twwas=S as= D Off
825 N 4th Ave,of Os O 97113 ••INFOWGTIfNC
• FU NISH THIS POW NO To ALL CONTRACTORS ILUDING THE INSTALLERS, TC LL 40.0 PSF REF R7175— 63628
Trusses req.re extreme care 1 n rabri cang, handl 1 rg, sill poi ng I natal I I ng end bract ng. Refer to and fol I ow
the I,test*di tl on of SCSI (But I dl rg Component Safety I nformati on, by TPI and WTCA)for safety practl ces pri orll j� � •.14658 !!! TC DL 10.0 PSF
to parror ng these fundi one. I natal I era opal I preside temporary bract ng per SCSI. UM ens noted Otherwl se. DATE 11/05/15
o
141111% top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r
rl gi tl cal I 1 ng. Locate ons shown for e. Apply I ateral rostral nt of webs shall have bract ng i natal I ed per BCSI
.4�1 O`� I sectons 53, 57 or510, as pp11 cab)e. gppl y tel ares to each truss andpan,ti on as shown,hoes and on
BC DL 7.0 PSF DRW CAUSR7175 1 s$osoa8
l ate
L J
Apesl iRefer other.se.a di vl al on oP 1 TN Butdi ng ComponentsGroup 1 nc. &hal l Snot Zbe responsi bl efor standard pfor anyndevi ate on from the s
drawl ng, any fel I ore to Dui I d the truss I n conformance wl th ANSI/TPI 1, or for handl I no Ohl poi ng, ,• BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW COMPANY I natal l att on&brae)ng of trusses.
` A
seal
on tiiCy.amI.5el y or
:""emsVIIle.n
°'°'II.e1AG eIH.drawl ng. I,NNd s....e.pt.aa.d.p.w».IINI.I .I,oI1N»fla, 9j AFC 7m SSO Q4:: TOT.LD. 57.0 PSF SEAN- 350895
. . TMew a •
teal I I ty one we.or le drawl ng ag far any et/meter.1 a the!
8351 RCyana Circle rwpenel a 1 I ty of the Buil dl ng Owpe
Owl gm/. r ANSI API 1 S..2. •4111 W. OUR. FAC. 1.00 FROM BB
Sacramento,CA 95828 For more I nrormati on s the Si ob's general notes page and these web al trim Hf CO.�I
ALPINE: maw.al pt nee tw.corn; TPI: ewe.tpl nst.org: WTCA: www.stool cl ndustry.coICC: waw.I ccsafe.org SPAC I NG 24.0" J RE F— 1 VLC7175 Z 14
s
EXP.123115
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L..-----1 ��— �ATTACH s Ror4,B;,1 I
1 - ,To #'TTOM FHOPL A' hI
xWARNING x READ AND FOLLOW ALL NOTES ON THIS DRAWING- 't__ r r I�
IMPORTANT FURNISH THIS DRAWING TO AL1 CONTRACTORS INCLUDING THE INSTALLERS. `�� O�� L_ F'_r r r STI'IJ r� �� l F'
4... . E_ PrE LI -
'E j 1 ' -1
�
14959 'Y
Fesr` rfe N1� TFF,FjFI-17
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Pee. de.- ,r Tr�d.d T, ton ' - r,. .��e. _ , _.r ��
- -T' 1�`-
a -1-- r
- — .
•
VA seal on this drawing or cover page listing thls drawing,indicate, acceptance of professional responsibility sI If the shownThsuitability and of thisdrawrg QFC7 '8 A_" Q r
l l i r _ ,1,1-1
for any structure hrpbiltv the Ruldq Designer ANSI/TPI I Se .213369 Lakefront Drive /AW.Earth City,MO 63045
s FAl 'i,ski=
%r.It-61-t5
I' itE4.11
Alpine, an ITW Company 1413 2 1, 201/
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1 VLK7175Z0513101810 CITV
P
GAR
BUILDING DrVISION
Truss Fabricator: Truss Components of Oregon
Job Identification: 1115073--PARR FOREST GROVE -Riverside PI n 2885 B Roof -- VERIFY VERIFY, OR
Model Code: I RC
Truss Criteria: I RC2012/TPI-2007(STD) o PROF
Engineering Software: Alpine proprietary truss analysis software. Versions 15.01 .1
F`1'S
Truss Design Loads: Roof - 42 PSF # 1.15 Duration 0�9 �GINFF� �Oy
Floor - N/A 19575P 9
find - 120 MPH (ASCE 7-10-Closed) 40F'
allb
Notes: 11 13/2015
OREGON
1. Determination as to the suitability of these truss components for the "o
structure is the responsibility of the building designer/engineer ofOL 94 a'D .N ,
record, as defined in ANSI/TPI 1.
2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Renewal Date 6/30/2017
Garold W.Heal
Details: 12030EC1-GBLLETIN-GABRSTIO-12015EC1-
Submitted by GIH 10:17:17 11-13-2015 Reviewer: BFR
# Ref Descri .tion Drawi •# _ Date
1 72805--BGE 15316037 11/12/15
2 72806--B 15316028 11/12/15
3 72807--BG 15317017 11/13/15
4 72808--A2GE 15316042 11/12/15
5 72809--A2 15316041 11/12/15
6 72810--A2G 15317016 11/13/15
7 72811--AGE 15317002 11/13/15
8 72812--A 15317003 11/13/15
9 72813--A1 15317004 11/13/15
10 72814--SDG 15317005 11/13/15
11 72815--5061 15317006 11/13/15
12 72816--GGE 15316032 11/12/15
13 72817--G 15316035 11/12/15
14 72818--G1 15316040 11/12/15
15 72819--G2 15316039 11/12/15
16 72820--63 15316038 11/12/15
17 72821--EGE 15316029 11/12/15
18 72822--E 15316045 11/12/15
19 72823--CGE 15316044 11/12/15
20 72824--CG 15317007 11/13/15
21 72825--FGE 15316034 11/12/15
22 72826--HGE 15316046 11/12/15
23 72827--HG 15316036 11/12/15
24 72828--EJG 15317008 11/13/15
25 72829--EJ1 15317009 11/13/15
26 72830--X 15317010 11/13/15
27 72831--X1 15317011 11/13/15
28 72832--IGE 15316031 11/12/15
29 72833--I 15316030 11/12/15
30 72834--K 15316043 11/12/15
31 72835--J 15316033 11/12/15
32 72836--SJ1 15317012 11/13/15
33 72837--SJ2 15317013 11/13/15
34 72838--SJ3 15317014 11/13/15
35 72839--SJ4 15317015 11/13/15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERT FY, OR - BGE )
Top chord 2x4 HF #1&Bet. 120 mph wi nd, 20.97 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2 DL=4.2 psf.
See DWGS A12030ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd Wind loads and reactions based on MWFRS with additional C&C member
braci ng requi rements.
desi gn.
Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
engineer of record. 2X3 studs require reinforcement at 70% of the
I ength tabul ated for 2X4 studs of the same grade. load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. factor for dead I oad i s 1.50.
5X5=
4 r ��' 4 T
6-1-4
dial
,... : . . _ _ ii ��
___________:_._ *18-0-0 l
3X5(A1)= 5X5=
B2 3X5(A1)
-.=--
1-s-o
1-6-0
L 17-4-0 _I_ 17-4-0 J
k34-8-0 Over Conti nuous Support
R=92 PLF U=4 PLF W=34-8-0
RL=2/-2 PLF
Note: AI I PI ates Are 1.5X4 Except As Shown.
Desi gn Crit: I RC2012/TPI -2007(STD) p PROF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01, E FS
Truss Components oOregon 1503)357:A18 97113 ••WARNINGI••NEM ANN ruttw Au NOIFS gN tens NNArINcI .�Qi.}• _TY: 1 OR/-/1/-/-/R/- SCai a =. 1875"/Ft. _
825 N 4th Ave,of Oregon
OR 9 l3 •'I rain.Nr>• AAhr sh TIN s awl Ns TN Au rA1111111L•IORS I NCLIpI Ns The I NSTALLems. � TC LL 25.0 PSF
Tru>aa>regmi re extreme care 1 n fabrb Ceti„g. handl 1,.g, ahi PPI ng, i nst.l b i ng and bracing. Refer La and Tal b w a 19575 P ��� REF R7175— 72805
,M l.teat ng ti e„of.CSI (s.++101 ng l I ers an!Safety I nfarmpo on, by TPI and NTCA)for safety pr.oLi te>prh or l• TC DL 10.0 PSF DATE 11/12/15
perforN ng these functl ons. I molal I era.hal l prowl M temporary bract ng per BC51. UN ass noted oNerwi se,
/I
—
top chord shat I have properly attached structural sh eathi ng and bottom chord shat 1 have a Properly attached
rl gl tl cel l I ng. Locail ons shown for permanent 1 a[erel reslrel n[09 webs SMI 1 have bract ''''•••• BC D L 7,
,4��� I ' ascii of n ga. NT or u^o, a poi tows l ad per Ncs' 0 PSF DRW CAUSR7175 15316037
appl i cabl e. Apply pl etas to each face of truss and post LI on as shown above a.on
O `1--
, [M-Poi nt Petal I s, 1 esssroiatl otherwf se. Refer to drawl ngs 160A-2 for siantlertl PI ate poll[I ons.
11/13/2015
I Al pb M, a db vi sl on of l TN%I l db,g cPmpanenta oGr*"P 1 ni. sMl l npt be responsh IN a fa anY deal ail on Tram Chia OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
Crawl,g, a,ry fab 1 ura to but i tl the truss i n conformance moi th ANSI/TPI 1, or Por M,MI 1 ng, ghl ppl,g,
AN ITV COMPANY I natal 1 ea w c brach ng or trusses.
�
A...I on lhltlh.srwllq.r a.>.r paw 110011p tlpa.Traal.q, I.Mcotes aawlK.pw.f profess,mei OW&"pn.zo.0949 G TOT.LD, 42.0 PSF SEAN- 350924
b mg ad y for the goal gn Mom. The oul b�1 I 1 ty and..w of NC a drool ng for aro 1 yr .NV.
8351 Rovana Circle
rwpe,l.l a l l ey of w Nal l a ng Mal pear par ANA/RI ,s...:. O� DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more b nformati on see chis 3 ob•s general no and these web sb les:
ALPINE: we.al P1 nal ca.cw: TPI: page
mow.ipi n>t.arg: rrrCA: mow.notes
ntlusiry.cp.; ICC: ww.l et>.f..erg Renewal Oahe 6/3012017 SPACING 24.0" JREF- 1VLK7175205
( 1115073--PARR FOREST GROVE -Ri versi de Pin 2885 B Roof -- VERI FY VERI FY, OR - B ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #1&Bet. 120 mph wi nd, 20.97 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member
factors, desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total Ioad. Creep increase
I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5=
i.
1.5X4o� 3X5% 3X5
4 r _.lir
1.5X40
4 6-1-4
-: .. +18-0-0 1
B2
3X5= 3X7- 4X5 - 3X5=
3X10(61)= 3X10(81)
1-6-0
1-6-0
6-3-9310-14 5-6-1
-I' -1-
8-3_2-6-1 4c 5-6 1
8-3-2 J 5-6-1 9-0-146-3-13
I- 17-4-0 17-4-0 J
lac 34-8-0 Over 2 Supports
R=1588 U=64 W=5.5" R=1588 U=64 W=5.5"
RL=71/-71
Desi gn Crit: I RC2012/TPI -2007(STD) O PROpc.
PLT TYP. Wave FT/RT=2% 0% /4 0 15.01. p 3 FFSB
( ) ( ) TY:2 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _
Tmss Components of Oregon (503)357- 118 '�• I RNNCI"'IN S A raid ALL NOTES TO THIS L*Am NM I ��5 G N F
825 N 4th Ave,Cornelius OR 97113 "NroR►ai►' FURNISH TMs MIA m ALL CONTRACTORS I„cuol.o THE INSTALLERS. !1 F`� Day TC LL 25.0 PSF REF R7175— 72806
Trusses rade re extreme care i n fabrl cats,g, handl I,g, sh1 ppl ng, I w[al I I,g and brad ng. Refer to and fol I ow 19575 P
the I ate,t t1 an of SCSI (Be 1 di ng Component Safety 1 temporary
on, by TPI and.TCAI for safety practt des pre or , r TC DL 10.0 PSF DATE 11/12/15
to performs ng these fete ons. I natal I anal I pro,.i de temporary brad ng per SCSI. UM ass noted other-ye se.
igilikh [op chord shall have properly attached structural shea[hl ng and bottom chord shall have a properly attached all'
- /
rl BI d ns I I ng. Locate ons shown far e. Appspermanent'.tarsi rest/ nt of fabs shat I have brad ng Instal I ed per BCS' BC DL 7.0 PSF DRW CAUSR7175 15316028
.4��� seta ons Ba, BT or WO, as appl I cabs µp1 y axes m each race truss and pose a on as moan above a�on
� p r� the�d,.t Be`aele. ""less 7:,...:9h.,..... Refer drawinga 1BaA_Z far.."lord Plate posl[Ipns. 11 13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC
f— Al w a dl a sl on or I Tw coapo encs croup Inc. anal I wt b.r.sponal bl.ror any d.a as on from the s OREGON
drawl ng, any fel I ure to bpi I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, she ppi ng,
Amm
AN ITW COMPANY I nstal I a ,a brats,g of trusses.
A...I so Ws o,this df.drq..sever pep.11.s110 ad.drawing. Indicates eeeepta..en p,•n„.,aen, w0,pIIer,,0 9 4 "•n,zo.19o° � i TOT. LD. 42.0 PSF SEAN- 350926
reopen.'SI I I ty ss.I y ter ••
u.dad on sheen. The•d t•i I I ty end use en ad•drawing wit/far structure I s . O —
8351 Rovana Circle o
reopen" h aw a eel''I I of . I n.Sgrief her SI irn1 sI sea.2. I W.N DUR, FAC, 1. 15 FROM BB
Sacramento,CA 9581% For more e nformaa d on see ads J ob.s general notes Page and these web se ccs: _
e
ALP'NE: www.a1 p1 net tw.corn; TPI: www.cps nst.org: 'RCA: ewe.sbcl/dowry.can; ICC: drew.i ccsafs.org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERT FY, OR - BG)
Top chord 2x4 DF-L 2400f-2.OE
Bot chord 2x6 DF-L 2400f-2.0E :62 2x6 HF SS: 4 COMPLETE TRUSSES REQUI RED I 2
Webs 2x4 :DF-L Standard or DF-L Stud: :W7 2x4 DF-L #2: 2 t
Nai I Schedul e:O.120"x3", mi n. nai i s
Speci al I oads Top Chord: 1 Row X12.00" o.c.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Bot Chord: 2 Rows f 3.00" o.c. (Each Row)
Webs
TC- From 71 pl f at 0.00 to 71 pl f at 17.33 1 Row � 4" o.c.
TC- From 71 pl f at 10.00 to 71 pl f at 37.33 Repeat nailing as each layer i s applied. Use equal spaci ng
BC- From 17 pl f at 7.33 to 17 pl f at 34.67 between rows and stager nails i n each row to avoid spl i tti ng.
BC- 1134.44 I b Conc. Load at 0.73, 2.73, 4.73, 6.73 I n addi ti on, apply (1) 0.22"-O.25" mi n/max di a. X 6.0"
8.73,10.73,12.73,14,73,16.73,18.73,20.73,22.73,24.73 I ength wood screw at each j of nt I ocati on.
4" o.c. spaci ng of nai I s perpendi cul ar and para)I el to
BC- 3618.37 I b Conc. Load at 25.17
BC- 1398.53 I b Conc. Load at 26.73,28.73,30.73,32.73 grain requi red i n area overerbearari ngs greater than 4"
Cal cul ated verti cal defl ecti on i s 0.51" due to I i ve I oad and 0.69" due 120 mph wi nd, 21.22 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
to dead I oad at X = 21-5-13. anywhere i n roof, RISK CAT t I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Cal cul ated hori zontal defl ecti on i s 0.13" due to I i ve I oad and 0.17" due JT PLATE LATERAL CHORD
to dead Ioad. No SIZE SHI FT BITE
Deflection meets L/360 IIve and L/240 total I oad. Creep i ncrease factor [ 5] W3X5 S 2.75
for dead Ioad is 2.00. [ 7] W5X5 3.25 R 3.50
[ 8] W4X5 3.50 L 1.25
Wind loads and reactions based on ?MFRS. [12] W4X5 3.25 R 1.50
[13] W4X5 3.50 L 1.25
NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED [17] W5X7 S 1.75
[18] W4X5 3.50 R 1.25
IF IMPROPERLY INSTALLED OR DAMAGED.
[19] W4X5 3.25 L 1.50
[23] W4X5 3.50 R 1.25
244X5[13]%
3.50
5X7(R) III [26] W3X5 3525 L 2.75
4X5[18]
4X5[8]% 4 r- _
4 4X5[23]
3X5 siii 62 /lippr-4- 3X5-
6-1-4
`
_ mi
18-0-0 -L
4X16(B7R)as 3X5[5] III 5X5(R)[7] III 4X5[12]=5X7[17]=-24X5[19]= 5X5(R)[24] Ill 4X16(B7R)
H0612 B---
HO612=
3X5[26] Ill
Fc----5-3-13-- -4-4-1- -3-8-1- -4-0-1- -4-0-1- -3-8-1 --4-4-1--+---5-3-13--,1
LL 17-4-0 _I_ 17-4-0 J
I< 34-8-0 Over 2 Supports
R=12467 U=736 W=5.5"
Design Cri t: I RC2012/TPI -2007(STD) FRpp R=14200 U=781 W=5.5"
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02. P R `0FSS OR/-/1/-/-/R/- $Cale =. 1875"/Ft. _
: •
Truss Components of Oregon (503)357-2118 **WARM MGI••READ AND MUMMA 110113 onom nuS DNCI
825 N 4th Ave,Cornelius OR 97113 ••1M10RrANT•• MAIM TINS OMNI NO TO Au.axM
memNcu
us Ioiw TNe INSTALLERS G� aG 1 NE � '% TC LL 25.0 PSF REF R7175- 72807 -
Trusses raili re extreme care 1 n Tab,cati ng, had 1 ng, WA ppl ng, I natal I I ng and braci ng. Refer to end fol I ow
the I etesc etll CI on of SCSI (BW I dl ng Component Safety I nformetl on. by TPI and Va TCA7 for safety practl cos p.1 , 19576 P •P
to performi ng these function. Installers anal provide temporary bracing per BCSI. Unless noted otherwise. TC DL 10.0 PSF DATE 11/13/15
top chord stall have properly attached structural sheathing and bottom chord shall have a properly attached
rigid cei I I ng. Locati ons shown for permanent lateral restraint of wets shall have tarsal ng i natal I ed per BCS! �- % / BC DL 7.0 PSF
Ail �0ghlk sect!ons BS. P7 or 810, as appl I eabl e. Apply pl aces to each face of truss and pool ti on as shown above a d on DRW CAUSR7175 15317017
cne Joi,K Detal 1 s, wl ass noted otMrwl se, Refer co dreN ngs 16M-Z for stantlartl pl ate posh tl p,s.
AI pl na, a di vi si on of ITV Bun 101„g Camponants Group 1 nc. shall rota rori h1 a for any clavi ail on free thl s l /1 32015 BC LL 0.0 PSF CA-ENG BFR/GWH
AN ITW COMPANY I out Inlgani ony L treat Co of I d the Cruse i n unform.nce wl to ANSI/TPl 1, or for handl i ng, ant Poi„g, OREGON
trpaa., J TOT. LD. 42.0 PSF
A•.o1 m l l •drool no.r armor pops 1 i sti ng w•arta no. Ina Corm.••••Pt•na•al prof anal wool marl nD ��'on.YD,10� (�� S EQN- 665 7 REV
.
rowan./M 1 ley solely far the Ml pn Naa1. The eel form I I q and w M eras drool no far any strueturm 1•H,. v
8351 Rovana Circle
r..pahwallny of w NwIN,Ip Dealan.r per dM51/TPI t Soo.2.
O` W a N DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more i nformati on see chi a Job's general notes
ALPINE: www.al pl nal two cam; TPI: www. bia; wctpinat.orgl WTCA: ••wpage and those web sislat, ICC: .Iass.re.org RenewalDetm613O82017 SPACING 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - A2GE )
Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wi nd, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2
DL=4.2 psf.
Truss desi gned to support 1-6-0 top chord outl ookers and 5.00 PSF Wind I oads and reacti ons based on MWFRS with additional C&C member
cl addi ng I oad one face, and 24.0'1 span on opposi to face. Top chord desi gn.
must not be cut or notched.
Provi de I ateral wi nd braci ng per I TWng
BCG wi nd braci detai I s or See DWGS A12030ENC101014, GBLLETI N1014, & GABRST101014 for gable wi nd
engi neer of record. 2X3 studs requi re rei nforcement at 70% of theer braci ng requirements.
length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease I oad applied per 1 RC-12 secti on 301.5.
factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5=
W. T
4 — • - _, 4
•
5-10-15
i 0-6-1
�:-- _ 'ce
4_18-0-0
3X5(A1)= 5X5= B2 3X5(61)
LL_ 16-9-0 16-2-10 J
k 32-11-10 Over 2 Supports
R=0 PLF PLF UPLIFT W=32-11-10
Note: Ai I PI ates Are 1. 5X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD) ... PR•p
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P n
Truss Components of Oregon (503)357-:.118 ••BARRING!••READ me FOLIAR Au NOTES ON nos DRAWING! S� TY: 1 OR/-/1/-/-/R/- $cal e = 18 5"/Ft _
825N4th Ave,Cornelius OR97113 ••11PDRTAIR•• FIRR11MTHIS DneINGTOAU-CONTRAcmRSINCLIDINaTHE INSTALLERS. C. t,GINE • 'OZ TC LL 25.0 PSF R7175- 72808
Trusses raaui re extrema care i n fabri esti ng, handl I,g, phi ppi ng, I natal I I ng and bract ng. Rotor to and rot I owREF
the I.test etl1 ti on of SCSI (Sui I ding Component Safety I nrormati on, by TPI and WTCA)for safety practi can prior r 19575 P '�' r TC DL 10.0 PSF DATE 11/12/15
to performing these functi one. I natal I care.hal I drool da temporary bracing par SCSI. Unl ass noted otheral se.
[op chard shat I have properly attached structural sheachi ng end bottom chord shah 1 have a properh y attached /'
rl gid.111 ng. Locapi ane ahem far permanent I ateral r„tr.i,x or webs.hal I ha,,.bracing Instal I ed per RCS! �� BC DL 7.0 PSF
.4 I7 1 O`11 N thea 1 n Da, NT or as appnoted
i cabs e. e. y aces ca drawl
ng rtee or truss and posh a on as inion above a DRW CAUSR7175 15316042
1I-�L J one lot nt 3,Detail 137 s, un1 ass raped ca.otherwl se, Refer to to
ngs ateA_f for sta.po pl I on post ti ens. 1 /13/2015
1]/101 C
Al pi ram a di vision of ITN BO I di ng Components group I no. shall not w reaponsi a a for an„dwi atl on from!hi a J L 1 J BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW COMPANY I�n:e'Igl:a dy,a e �ca w1 i a the truss i n conformance ml th ANSI/TPI i, or for handling, phi poi�. OREGON
ng of trusses.
TOT. LD. 42.0 PSF
Ar..' .Ia drawl
for armor
»dna!.w:”;:'.W�I�I I,«mites of helmN...prefesiii a.y�I .,Nid..I.t 9R"•n.20,gad° �r — SEAN- 350940
r..pmal hi I I of w Dmf I a .2 end wee of w s drawl no for rot structure I e the —
8351 Rovana Circle
hIno Dail per ANSI ,..d.:. O� DUR. FAC. 1. 15 FROM 6B
Sacramento,CA 95828 For more I nrormaa on see thi s J oto's general notes page and these web 91 ccs:
ALPINE: mw.al pi nei tw.corn; TPI: sew.tot nst.org; NTCA: ream.stool...try.corn; ICC: mew.1 cesafe.org Renewal Data 813012017 SPACING 24.0" J RE F- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - A2 )
Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wi nd, 20.87 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase
I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5=
3X5% r 3X5ze, 1.5X4 -
1.5X4 - T2
4 r
4 5-10-15
� �= m = 0-61,-1
18-0-0 1
3X10(B1)
3X5= 4X5= B2 5X5(81)3X5= = T
3X7==-
1-6-0
L 6-1-8-9-6 _I_ 5-3i 12 17-11-10-12 5-37 11-10 5-3-12—T— _L8-3-O 7-2
L 16-9-0 .J, 16-2-10 --I
1 32-11-10 Over 2 Supports >1
R=1519 U=69 W=5.5" R=1399 U=57
RL=61/-60
Desi gn Cri t: I RC2012/TPI -2007(STD) .so PROF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. ' 'a - FAp, . Y:4 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _
Truss Components of Oregon (503)357-:.118 +N!MGI'•READ NOROLMAU.NOTES aNnxsBNAMM �5 aG� E� REF R7175- 72809 _
825 N 4th Ave,Cornelius Olt 97113 "I ANC" flla0l ax nx s BNANI as To ALL LroN1RAcreRs l NGLUBI NB TNB l*VALLEYS. C7 AQ Z TC L L 25.0 PSF
Trusses regal re extreme care I n fabrl call ng, ha.I I ng, slit ppi ng, 1 natal 1{,g and bract ng. Refer to and fol 1 ow 19575 P 9
the I acest edi tl on of BCSI (Bal l di ng Component Safety I nformati on. by TPI and BMA)for safety practi cos ail or ' TC DL 10.0 PSF DATE 11/12/15
o perform{ng these fundi ars. I natal I era shall prcvl W temporary bract ng per BCSI. Unl moss noted otherwl se. /
Olighbl to
chord shell have properly attached structural sheath)ng and bottom chord shell have a properly attached BC DL 7.0 PSF DRW CAUSR7175 15316041
rl gl d csl I 1 ng. Locatl ons shown for permanent I ateral rostral M of webs slut I have bract ng 1 natal I sd per BCSI 1-
,4�[0 N sect)ons B3, B7 or Bto. as appl I Cbl e. Apply pl ares to each face of truss and post ti on as shown above and on 1 /13/2015
r the Jei nt Decal I s, unless noted other.se. Refer to drawl ngs 16W_Z for standard pl ate pass t{ons. BC LL 0.0 PSF CA-ENG CWC/CWC
AI pi Mw IN a, a d1 vi s1 on of ITN Bul 1 dl ng Components GroInc. shat 1 not responsi for any.v1 at1 on from Chis OREGON
drawl,g, any fell are W WI I d the truss I n conformance wl th ANSI/TPI 1, or for handling, shl ppm ng,
AN ITW COMPANY Inatal Iation A bracing of trusses. 'in20 aye* TOT. LD. 42.0 PSF SEQN- 350937
A NMI en o dream n0 of Nw,Ar MW 11 Nti no this Own n0, I mi meas Noeopeof proaPNMmarl rl n0 O
roapwwl OH 1 hy eat m1 y far the ON on sheen. The sultan 11 ty endn d,•we of th1 s drool no for wy structure I•the L.
8351 Rovana Circle reepww a I I ty of Ike the d I w no NW gerper MO TO 1 Sed.2. 0
W•N*1 DU R.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see Chi s i oh's general notes page and these web sl tea: Renewal Date 6I30/2017 SPACING 24.0" J RE F- 1VLK7175Z05
ALPINE: wwc al pi nal ca.can: TPI: waw.cal nst.org: NTCA: waw,stmt ndustry.corn: ICC: www.I ccsafe.org
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - A2G)
Top chord 2x4 DF-L #1&Bet. (g) :T2 2x4 HF #2:
Bot chord 2x6 DF-L 2400f-2.OE :62 2x6 HF #2: 4 COMPLETE TRUSSES REQUI RED I t > 2
Webs 2x4 DF-L Std/Stud(g) :W3 2x8 DF-L SS: Nai I Schedul e:O.120"x3", mi n. nai I s t
:W4 2x4 DF-L #2(g):
Top Chord: 1 Row 012.00" o.c.
Bot Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. WebsChord: 2 RRoowws 0 4• 4"o c.c. (Each Row)
Repeat nai I i ng as each I ayer i s appl i ed. Use equal spaci ng
Speci al I oads between rows and stagger nai I s i n each row to avoi d spl i tti ng.
Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) I n addi ti on, appl y (1) 0.22"-0.25" mi n/max di a. X 6.0"
TC- (LumberLum D pl f at 0.00/ tol71 r.f c.a16.75) length wood screw at each j of nt I ocati on.
TC- From 71 pl f at 16.75 to 71 ppl f at 32.97 4" o.c. spaci ng of nails perpendicular and parallel to
BC- From 7 plf at 0.00 to 7 plf at 6.14 grain required in area over bearings greater than 4"
BC- From 14 pl f at 6.14 to 14 pl f at 32.97 120 mph wi nd, 21.12 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
BC- 116.90 I b Conc. Load at 2.00 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
BC- 2870.78 1 b Conc. Load at 4.07
BC- 10195.16 Ib Conc. Load at 6.14 DL=4.2 psf.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Wi nd loads and reacti ons based on MWFRS.
for dead 1 odd i s 2.00.
NOTE:MPROPERLYTRUSS
INSTALLEDNOT
OREDAMAGEDRED�ND NOTMUST
TURNERELACD
ENDP OREEND.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 7] W6X8 4.50 R 4.00 4X5(R) III
[ 8] W4X8 S 1.25 3X5'
[ 9] W4X8 S 1.25
[10] W4X5 3.00 L 1.25 T
[17] W3X10 S 1.25 4X8[8]-- 4X5[10]s
___, 4
i� • T2
3X5
-0-
° r 3X5'
5-10-15
,../plih-illIIM\_.
IIIIIIIMIIIIb•- i
_ �
4X1 a 67R)= 1.5X4111 4X8[9]= 5X5= 3X10[17]= B2 3X5= 1.5X4111
6X8[7]:-a, T 18-0-0
4X5(A1)
H-4-0-1- 2-1-103+c----5-4-15 '1.` 5-2-6 + 5-4-5 + 5-6-1 + 5-4-4-----3.1
L- 16-9-0 J_ 16-2-10
32-11-10 Over 2 Supports
R=12327 U=752 W=5.5" '1
R=3618 U=211
PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) Ep PROS
FT/RT=2%(0%)/4(0) 15,01, ►. FS
TmssComponents ofOregon (503)357-:118 ••WARMNGI••BEABwnfnuxulan,."pITMsB ITC 4/O OR/-/1/-/-/R/- Scale .25"/Ft.
825 N 41h Ave,Cornelius 012 971 13 NW
'•1 ��w►" PURIM RN mos mom To�u m nwlcrorts 1 xcwoi Mg tele 1 r�sr�� ('J N Z TC LL
Tresses regal re extreme car.1 n PWri totl,g, handl 1 og, shl poi ng, I natal 1 i„9 and bract ng. Refer to and fol,ow • 19675 P �� 25.0 PSF REF R7175- 72810 _
thhe latest sdl el on of BCSI (Bol Iding Component Safety I nformate an, by TPI and MICA) for safety praoti cos pre or
t pl ng these v f,nctl ons. I natal I ars shall Prove de temporary bract ng par SCSI. IA,I ase noted other.,., ,diTC DL 10.0 PSF DATE 11/13/15
top chord shall have properly attached structural sMathl ng and bottom mord s1.11 have a properly attache, i
I go a
ceiling. Locate ons slow,for permanent I aural restraint of webs shall have Bracing 1 nstal 1 ed per BCSI ,-
,4/�n ec[i ons 83. 87 or B10, as appl i cabl e. Apply pi ares to each face of truss and post CI on as shown above ana on BC DL 7.0 PSF DRW CAUSR7175 15317016
I'I I 110) I Jal nt �t.i I s, unless noted otherw a. Refer to arae nga,6M-z for standard dee pane ti ens. 1 /13/2015
LJ I Al pl nen a di vl ai on of ITB Bei I di ng Components Group Inc. shell not be response bee for any deviation from thea OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
' Crawl ng, any fall are to but 1 d the truss e n conformance we en ANSI/TP1 1, or for handling, she ppl ng, a J
AN ITW COMPANY I natal 1 act on&brace ng of trusses.
_ no w°°"" .•M."""""".4..1 9 "°'20,is ��. SEQN- 352483
A.. 'p. lbl1Ipa sol elelr. the
~on sham. Th.silltatiIIIp end w of dr�aggfee�I I•"U,a �Q TOT.LD. 42.0 PSF
8351 Rovana Circle ti no B..I)po"per AMsOAPI ,,.m.:. W• DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For Wore i nrarman on dee UV a J m's general notes
ALPI NE: war.al pl vel tw.cam: TPI: ,raw t Page and these web se taees: Renewal Date 8/30/2017
sin"mag` wru: wa.abc, coat "`` °caafe.arg SPACI NG 24.0" JREF- 1VLK7175Z05
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 BRoof -- VERIFY VERT FY, OR - AGE)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wi nd, 20.87 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT 1 I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2 DL=4.2 psf.
Left end verti cal not exposed to wi nd pressure. Wind I oads and reacti ons based on MWFRS with additional C&C member
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF desi gn.
cladding Ioad one face, and 24.011 span on opposite face. Top chord must See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
not be cut or notched.
braci ng requi resents.
Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live
engineer of record. 2X3 studs require reinforcement at 70% of the length load applied per IRC-12 section 301.5.
tabul ated for 2X4 studs of the same grade.
25.00 Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
Truss designed for unbalanced snow load based on P
Ce=1.10, CAT I I & Pf=21.17 psf. g= psf, Ct=1.10, factor for dead 1 odd i s 1.50.
4X5
4
4
•
•
5-10-15
I 2-5-5
SkIulIh
V ////// // /// /7 ////// //• /// // ///fill
18-0-0
3X5= 2 4 A1)FE
11-6-01
LL 10-4-14 J— 16-9-0 J
I` 27-1-14 Over 2 Supports
R=154 PLF U=6 PLF W=11-1-14
RL=5/-9 PLF R=159 PLF U=13 PLF W=16-O-0
Note: Al I PI ates Are 1. 5X4 Except As Shown.
Desi gn Cri t: I RC2012/TPI -2007(STD) EO PROF.,94._
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. x,
Truss Components of Oregon (503 357-2118 '�WARNINCI••READ NO FOLLOW ALL NOTES ON TNre DRAIN ( L'", OR/-/1/-/-/R/- SCaI a =.25'1/Ft. _
825 N 4t�6 Ave,Cornelius OR 9713 "I rANT•• rumor Dos mom FOLLOW To Au 1m muslin THE irtsf•UERs. C9 N AQ Z TC LL 25.0 PSF REF R7175- 72811
Trusses regal re extreme care I n fabricating. banal 1 ng. and ppi ng, I nstal,I ng and bracing. Refer to and fol I ow 1967b P
the I at.at mai.an of BCSI (nllt 1 d,ng Component Safety I nfarman on, by TPI and RICA)far safety practl ces Prl or TC D L 10.0 PSF
Ile'. to p.rfo« these functl dna. I natal I.r.shel d Pfau temporary b ad per BCSI. MI e.s bated*Menai se.
r ' DATE 11/13/15
top chord shall have properly attached structural sheathing aha bottom chord Snell have a properly attached
el gl d cel I l,g. Locatl ons show,for permanent I amoral rostral nt of webs shat I heve braci ng I natal I ed per BCSI /-
.4���)� I ae<tt a Ba. B, �,g, a.e e d co`b1 e. App1 y Pn at a to each face of cru a a peal tl an.a ahawn abaee a a BC DL 7.0 PSF DRW CAUSR7175 15317002
the Jon int Dotal I s. I ass b herm se. Refer o drawl ngs 160A-z for pt ate pose ti aha. 1 /13/2015
Ad pi nen a dl vi sl on or 1 TW Ibi d in ng Components Group I n<. anal 1 not be responsi m e for any clavi at1 on from till a OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any fel I ure to bud I d the truss 1 n conformance vel til ANSI/TPI 1. or for handl t ng, sill poi ng, ..1
AN ITW COMPANY 1 nstal I etc on A bre.ng of crosses.
A*AAA.�"eliN sol el y**All All tl°••.a. g^i«'"', op ns"'•'•drawlowl tabl p. liw•.w.••row•••r w•r«.laA.l .Ip».flro a9iQ��p.is�(G TOT.LD. 42.0 PSF SEAN— 352481
ra•gar«al I I of the x1111« b and u••of Chi a drawl ng far any structure I•the
8351 Rovana Circle b ng Dal Par Nal/AN ,s.a.:. DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more 1 nformett on see tn1 s 3 ob•s general notes page and these web sl tea:
Renewal Dat!6I30f2017
ALPI NE: www.al pi net..cost TPI: Thaa tpi nst.org; PTCA: awn,abnd
cl ustry.coat ICC: www.1<tsar•.org SPACI NG 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - A)
Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
Left end verti cal not exposed to wi nd pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor 1 oad applied per IRC-12 secti on 301.5.
for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SIZE SHIFT BITE
[ 4] W1.5X4 S 2.50
4X5=
3X5, 4
3X5
3X5
. Ahhhhhh... 1.5X4#
G - 4 5-10-15
2-5-5 k
�
1.5X4[4] iii 3X7= 3X5--7--- 0 L
3X5= 3X5=--- 4X50 2)_
11-6-0I
2-5-45-I
5-1-2
J 7-11-10 5-3-12 5-3-12 _I_
5-3-12
-T'2 8-9-66-1-8Inc
LL 10-4-14 _I_ 16-9-0 ,1
1` 27-1-14 Over 2 Supports
R=1149 U=62
RL=36/-64 R=1275 U=72 W=5.5"
Design Crit: I RC2012/TPI -2007(STD) EO PROF
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P S
Truss Components of Oregon (503)357=-118 **WARNING!••READ me roue AU.IgTI s a,NIS nom= a • �i OR/-/1/-/-/R/- Scale =.25"/Ft. _
••11IPBRTANT•• FLAM M MS DOMING m ALL CONTRACTORS I N1 UM MA TIE I NBTALLONE. C9
825 N aw Ave,Cornelius o 97113 Tr",..,`aqui re extreme oar.1 n rebel tett g, handl i nB. Ohl pPl ng, I m4111 +9S7ti P 42 y TC LL 25.0 PSF REF R7175- 72812
the 1 aces[adl cl m or SCSI (But I dinng and brad ng. Refer co and fol I w Si
to perfornN st p I ar• pa I pets de tempo)on, by TPI and MICA)for 1 assts tedatl ter pow, TC DL 10.0 PSF DATE 11/13/15
n9 tMese rpSCSI Ona. Install err she,I proal da ng
moor,bract ng per BCA. . ass noted ti cerwl se, 1
cop chore shall have properly attached structural sheachl ng anal bottom chord shell have a properly attached „A II gi d tel I I ng. Lorati one shown for permanent I sterol `ea`r'l nt of websshell have Drool ng I natal I ad per SCSI BC DL 7.0 PSF DRW CAUSR7175 15317003—
.4���N sect)ons 83, B7 or 810, as appll Cable. Apply plates to each face of truss and poll ti on as shown above and on
� Q I ' t.-,..':,—..---„,„:......„7,-,-.-
he Jol nc(lerai I s, unl ass---...,..0.t.--c--.
wtea otherwi sa, Refer co tlraM ngs 16gA-Z Par at.,.eere plate p°s,a°„s. 1 /13/2015
I AI pl ng, a tli vl l I on of,,.But I di ng truss
n.cos conformance
h nwi th AN ,et D1 ror for
hl.far an„o.w ng,an.ran thl a OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any Pal 1 ore to but I tl the truss 1 n conPOrmanca M M ANSI/TPI 1, or ha,Ml 1 ng, Ohl poi ng,
AN ITW COMPANY I natal r eti on c bran ng of``usage.
A...1 an ONA+nwA.or a.e.f..B.11801no w.drool ng. IOWN ones„e.K„ae of p. f..•(Anal Anglmarl np '94)0`• 0,+9 N� TOT.LD. 42.0 PSF SEQN- 352443
. r..P=.lMl l ty sal.Iy far th.e.ro1•hewn. m..01ta.lh1ty eq w eV 951a drawing Tar aro•trustor•I.w
8351 Rovana Cycle
r'..parWhNh,ry as w Ilullana Oaalilm.r Psi'ANslrnl ,:.e.:. DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I normae on see tld s J ob.s general notes page and these web al ces:
ALPINE: eve,al pi rot too,cont TPI; woo.cal nst.org; 'PTCA: ewe.sbd nclustry.coon; ICC: te�I ccsafe,erg Renewal Data X01 SPACING 24.0" J RE F- 1 VLK7175ZO5
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - Al)
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 21.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 DF-L Std/Stud(g) anywhere roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS mei th addi ti onal C&C member
desi gn.
Left end verti cal not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Defi ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor I oad applied per IRC-12 sect.on 301.5.
for dead load is 2.00.
Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.1O, Ce=1.10, CAT I I & Pf=21.17 psf.
No SIZE SHI FT BITE
[ 4] W1.5X4 S 2.50
4X5=
3X5° 4
la
3X5
1.5X4
3X5
---, 4
TIr 5-10-15
2-5-5
la Y 0-6-1
am Y
1.5X4[4] III 3X7= +18-0 0 _L
3X5= 4X5(BB 1)
3X5= J 5-3-12 3X5=
L 5-1-22 _ _ 5-7-2
r 2-5-4 -I- 7-11-10 3.1..3.1.. 5-3-1 _I 7-11-10 5-3-121— J 8-3-0
LL 10-4-14 J_ 16-2-10
1..<
26-7-8 Over 2 Supports
R=1131 U=65
RL=29/-56 R=1134 U=61
PLT TYP. Wave Desi gn Crit: I RC2012/TPI -2007(STD) Ep PROp.
FT/RT=2%(0%)/4(0) 15.01. ► sd'i OR/-/1/-/-/R/- Scale =.25"/Ft. _
Truss Components of Oregon (5031357-2118 a•WARM MGI••READ AM FOLLOW All NOTES a,THIS aglrl■sl �,� N L 1 ,E� O
825 N 4th Ave,Cornelius O 97113 '•IRvoRTANr•• EIRMRBx TMs wain To Au mnMAe,oRs mum NR TIE IlecrAl IaM• 1,..
TC LL 25.0 PSF
Trusses redid re extreme care i n'earl sating, handl i rg, std ppi ng, 1 natal I 1 ng and bract ng. Refer to and rot I o. 19676 P REF R7175- 72813 _
the I aces`sell ti an of BCSI (Rut l ding Co•penent Safety Internet,on. py TPI end RICA)for safety erect.cos prior TC DL 10.0 PSF DATE 11/13/15
to perfonW ng these fundi ons. 1 mist I ars shat 1 provi de twnporary bract ng per BCSI. Unl ass noted other°se.l , /
top chord shat I have propsrl y at...structural sheaths ng and bottom chord shat 1 have a Proper) /'
rl gi tl eel 1 I ng. Locati ons shown for permanent I afire, rostral n5 of webs shat I have bract ng 1 metalled per BCSI /- BC DL
,4 r -`� sect.ons B3. B7 or B,o, as apps I ccabl e. /pal y w aces to each race o/truss and posi tl on as shown above and an 7.0 PSF DRW CAUSR7175 15317004
1`I f1^J1 I not Jei nc BaCei.a. 1 saes notatl IwM se. Refer drawl nga 16UA-z forstandardp,ate post ti ons. 1 /13/201$
M pi nen a dl vi a,ur oe,TM&d Cel,ne upmpoments Group I n<. she„ noel 17 rospwal a•/or a,ry elevl ati on fron tie a OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
tlrwl r,g, any lei I urs o Ou,1 tl M1e r s 1 n Iormenca mel tM1 ANSI/TPI ,, or Por herMl i ng, aM1l pal ng, J
AN ITW COMPANY 1 natal l an on a bracl ng of crosses.
Ar ma en*M•arrnp or asset peg•Ilseln•w.steel IMe t•• 9jQ�'n•2on�9d° TOT. LD. 42.0 PSF Q 352445
••atei:I l q mel« 1• C•••pd.adm 1 g too l alrl •nyl merlon; O,, SE N-
8351 Rovana Circle
....iv of the MIM 1 a D. �'•W tI I1 q•Ild w ep W•dru•i rq ter�ry•bneG,r•I.W R W W.N
am Daemon per ANSI TI ,,.•.:. DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For mere I nformeti on see 5111 a J eh's general notes
page ALPINE: new.al pi nen tw.coin; TPI: waw.tel nate erg: RICA; www.sbc nasi y cent C.slaww.'I ccsefe.org Renewed Data 0/30/2017
SPACING 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VER(FY VERT FY, OR - SDG)
Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet. (g): 2 COMPLETE TRUSSES REQUI RED I :
Bot chord 2x6 HF SS
Webs 2x4 DF-L Std/Stud(g) Nai I Schedul e:O.120"x3", mi n. nai I s
Connectors i ngreen Iumber Top Chord: 1 Row 411.50" o.c.
(g) designed using NDS/TPI reduction Bot Chord: 1 Row f 9.50" o.c.
factors. Webs : 1 Row @ 4" o.c.
Speci al 1 oads Use equal spaci ng between rows and stagger nail s
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoi d spl i tti ng.
TC- From 71 pl f at 0.00 to 71 pl f at 5.94 120 mph wi nd, 19.32 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
TC- From 36 pl f at 5.94 to 36 pl f at 24.56 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
TC- From 71 pl f at 24.56 to 71 pl f at 30.23 DL=4.2 psf.
BC- From 7 pl f at 0.00 to 7 pl f at 30.23
TC- 500.00 I b Conc. Load at 5.89,24.61 Wi nd I oads and reacti ons based on MWFRS.
BC- 75.18 I b Conc. Load at 2.00,28.50
BC- 82.20 I b Conc. Load at 4.00,26.50
BC- 232.10 I b Conc. Load at 6.00, 8.00,10.00,12.00 I n lieu of structural panel s use purlins to brace al I fl at TC 24"
BC- 250.75 I b Conc. Load at 14.00,14.50,16.50,18.50 OC.20.50,22.50,24.50 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease
Cal cul ated verti cal defl ecti on i s 0.54" due to 1 i ve I oad and 0.71" due factor for dead I oad i s 2.00.
to dead load at X = 18-3-11. JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 5] W1.5X4 S 2.50
[ 9] W3X10 2.75 R 1.25
[15] H0312 7.13 R 1.25
[19] W1.5X4 S 2.25
5X14= 3X5= T2 1. 5X4I11 5X14=
- 4
4 ,- = I} T
0-5-0 2-3-11I
-III io
3X10 A1)= 1.5X4[5] III 3X10[9]= ■■ 18-0-0
H0510= H0312[15]= 1.5X4[19] Ill 3X10(A1)
5-11-4 G-3-1 'I< 6-1-5 >IE G-3-1
I, 5-11-4 � 5-8-0
,I_ 18-7-8
_L 5-8-0 J
1 30-2-12 Over 2 Supports
R=2826 U=145 W=5.5" �I
R=2871 U=148
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01. T o' �_II F�
Truss Components of Oregon (503)357-:118 "WARNI MGI••READ AND FOLUM Ru NOffs DN Is unmr OR/-/1/-/-/R/- Scale =.25"/Ft. _
825 N 4th Ave,Cornelius OR 97113 '9NPORFANrr• sis.Si TMs DNI�I.s To Au"NsSaoa Iwi sINi THE iMSMLLEMS. 0 40 la
�5 aG�NE �0 TC LL 25.0 PSF REF 87175- 72814 -
Trusses rerun re*atria...care 1 n fabrl call ng, handling, I ppl ng, 1 natal l l ng and breci ng. Refer to and fol 1 ow
the latest adi ti on or SCSI (But 1 di ng Component Safety I nronlleti on, by TPI and NTCA)for safety practl yes pre or 19676 P
to perform,ng these fialctl ane. Install ars anal I provide temporary bray)ng per SCSI. 0,11 e.s noted otharwi sa, (' TC DL 10.0 PSF DATE 11/13/15
top chord sham I haw properly attached structural sheet,,ng and bottae chord shall have attach.a proper,y attacl /1
rl>N tl cal 11 ng. Louci ons shown for permanent I stars, rostral st of webs anal l Ave Drool ng i nsGl I ad per BCS( //
.4��� I se elc''. ens B3, 87 or 1.0, as appl I cab,e. Apply pl area to each face of truss and pose ti on as shown above and on BC DL 7.0 PSF DRW CAUSR7l75 15317005
r- [M Joint Dotal 1 s, uM, a et.tl ornate ae. Refer to draw ngs 160-2 for std wlartl pl ate Posl tl oma.
Al pit nen a di vi sl an or I TN Bull dl ng Cosponsors Group 1 ac. ahem 116°A
not b.resPpyI b1.for any davit ati on free chi a 1 /13/2015 BC LL 0.0 PSF CA-ENGBFR/GWH
AN ITW drawl no, any tel I are to bun 1 d the truss I n conformance al th ANSI/TPI 1, or for handl 1 ng, ahl pal no. OREGON
lAMR4NY 1 natal,&&1«.•brace ng or trmssea.
-
Awl anw••rw• ng a� t. TOT. LD. 42.0 PSF SEQN- 352439
ng or thee,page i I ow no.I i o elites•CCepe•dr of KKMaI awl enip Hear, 74 B.20.19y-
raepanfl et I 1 h fel N.Ter the dual 4n thew.. 7M mei told 11 ty and owe x tie•drool ng for aro'.Taweure 1•ng
O
8351 Rovana Circle r..pmw ei I I ey el the NII I di ng Reel soft per ANSI ile 7 sae.:. L D e�� DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on sae thi e J oh's general notes
ALPINE: www,al p1 nal tar.corn: TPI: ewe t c page st these web sl cos:
w ns.erg' NTC,: www.abcl mmatry.oo, ICC: www.l 000af•.erg Renewal Date ersazow SPACI NG 24.0" JREF- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - SDG1)
Topochord 2x4 DF-L #1&Bet. (g) :T2 2x6 HF SS: 3 COMPLETE TRUSSES REQUIRED 1 2
Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): Nai I Schedul e:O.120"x3", mi n. nails
Connectors i ngreen Iumber Top Chord: 1 Row @12.00" o.c.
Connect. (g) designed using NDS/TPI reduction Bot Chord: 2 Rows t 4.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Speci al I oads Repeat nai I i ng as each I ayer i s appl i ed. Use equal spaci ng
between rows and stagger nails i n each row to avoid spl i tti ng.
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to
TC- From 71 pl f at 0.00 to 71 pl f at 7.94 grain requi red i n area over beari ngs greater than 4"
TC- From 71 plf at 7.94 to 71 plf at 22.56
TC- From 71 pl f at 22.56 to 71 pl f at 30.23 120 mph wi nd, 19.65 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
BC- From 7 pl f at 0.00 to 7 pl f at 30.23 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
BC- 1148.81 I b Conc. Load at 2.06, 4.06 DL=4.2 psf.
BC- 1130.87 I b Conc. Load at 6.06, 8.06,10.06,12.06
14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06 Wi nd I oads and reacti ons based on MWFRS.
Cal cul ated hori zontal defl ecti on i s 0.11" due to I i ve I oad and 0.15" due I n lieu of structural panels use purlins to brace al I flat TC @ 24"
to dead Ioad. OC.
Deft ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease factor Cal cul ated verti cal deft ecti on i s 0.59" due to I i ve I oad and 0.78" due
for dead load is 2.00. to dead load at X = 12-9-3.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[ 5] W1.5X4 S 2.75
[ 7] W4X5 S 3.25
[17] W5X5 1.75 L 2.25
[21] W4X5 S 3.25
1214= 1.5X4111 3X5= 1214=
4 r 3X5% 4 3X54X16(678)_ 7141111111111111111 =
3X16(B12R)
W: 2-11-11
II 7 0-5-0
■■ `. 4_18-0-0
4X5(R)[7] III 4X12= SSO612= 5X5[17]= 4X5(R)[21] III T
1.5X4[5] III -
1.5X4 III
.---3-11-10-- --3-11-10 + 4-9-15 + 4-11-11 >k 4-9-15 + 3-11-10 3+C 3-8-6-H
L- 7-11-4 J. 14-7-8
,I.... 7-8-0 J
I` 30-2-12 Over 2 Supports
R=9164 U=579 W=5.5"
R=10195 U=645
Desi gn Crit: I RC2012/TPI -2007(STD) . 0 PRO
PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01. P .'N ' FFSS, OR/-/1/-/-/R/- Scale =.25"/Ft.
Truss Components of Oregon (503)3572-118 aaWARNl NGI a.READ AO Fate ALL NOTES OI THIS DRIVING! U,0 1,0114E4- -b, TC LL
825N4thAve,Cornelius OR97113 aalrGRANT•• FURNISHTRIsaWINGToALLCNTRACTORSINCWDINDTHEINSTALLERS, + 25.0 PSF REF R7175- 72815
Trusses ragm re extreme care I n fabri cati ng, handl Ing, snI ppl ng, I natal I I ng and bract ng. Rarer to and rat I ow 19575 P
the I utast ti on of SCSI (Dud I di ng Co.ponent Safety I nfarwcl an. by TPl and RICA)far safety prectl can or �, TC DL 10.0 PSF DATE 11/13/15
to perrormi ng these functt ons. I natal I ars anal I prove de temporary bract ng per SCSI. Ural ass noted otherwl se, '
Cap chord shall have properl y attached structural sheathi ng and bottom chord shall have a properl y attached
rigid cel I I ng. Locate ons stew for permanent I ataral r etral rat of webs Shall have brace ng I natal I ed par NCSI i� % BC DL 7.0 PSF DRW CAUSR7175 15317006
A���N the Ion BD, al or, D,o, as appl t othl App!R f1 acts each face of truss and position po inion above and on
the,el oat.!t W, dal esu noted cab! o sax Refer to drew ga for standard po PI ate post ti ons.
1 /13/2015
Al pt ne, a di d Won of ITN Bui I di ng Components Group I no. shal I net be response hl a for any dad ati on from phi s OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any fel I Ora to but t d the truss I n conformance vel th ANSI/TPI 1, or for handl t ng, she put ng,
AN I W COMPANY I natal I ate on&bract ng of trusses. v. qp TOT.LD. 42.0 PSF
seal on w.drawl ng aim fw.r pegs II.tlrg tN.drawl iv, I mil wide 9,Q n.eo'$11,00'10 SEQN- 352448
s
...impanel bl 1 I ty fel ely for trim dodge Own. The maitre,'l l ty w w of fa"ddrrawwi I Gtr tura is Cr O
8351 Rovana Cgcle reopens'a I 1 ty of the Sul l dl ne Designer per ANs1/1P1 ,sea.:. C D W• DUR.FAC, 1. 15
FROM BB
Sacramento,CA 95828 For more i nrormau an sae tm a J..W general hetes page and these web Si eeW:
ALPI NE: wanin al pl nal to.coTPI: taw.tp1 nst,pro: PTCA: www.Watt,vew;,vestry.coICC: ave.10csafe.oro Renewal Date 8/30/201 T SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERI FY, OR - GGE )
Top chord 2x4 DF-L 2400f-2.OE 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2 DL=4.2 psf.
Truss desi gned to support 1-0-0 top chord outl ookers and 5.00 PSF Wind I oads and reacti ons based on MWFRS wi th additional C&C member
cl addi ng on one face, and 24.0" span on opposi to face. Top chord may be desi gn.
notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No
knots or other lumber defects allowed within 12" of notches. Do not See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
notch i n overhang or heel panel . braci ng requi foments.
Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live
engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength Ioad applied per I RC-12 secti on 301.5.
tabul ated for 2X4 studs of the same grade.
Truss designed for unbalanced snow load based on P 9 25.00 psf, Ct=1.10, Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
Ce=1.10, CAT I I & Pf=21.17 psf. factor for dead Ioad i s 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[16] W3X5 S 1.25
4X5=
3X5[16]
MIN
11 •...
I ■
4 r ■
—
i 4 2-11-15
0-3-15
ea fl Q 110- {} 0-3 15
2X4(A1)= 3X5=
�' � 9-0-0
3X5(A1)
. 7-
1.61-6-01--1< 5-0-0 >L 11-0-0 >Ic1-6-05J
9-2-2 J_ 6-9-14
8-0-0 T 8-0-0
L 8-0-0 _d_ 8-0-0 J
k16-0-0 Over 3 Supports
R=565 U=43 W=3.5" R=846 U=48 W=5.5"
RL=53/-53 R=644 U=15 W=5.5"
Note: Al I PI ates Are 1. 5X4 Except As Shown.
Desi gn Crit: I RC2012/TPI -2007(STD) , p PRO
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P ,y . FFsS+ 'TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-2118 e'WiNINGI as READ NI)Fglp All MOTES BN TNIs ownNGI atelHF' •
825 N 4th Ave,Cornelius O 97113 •'1walrwrt•• MIRORR THIS CIMINO TO ALL m°I■ACTORS IA4,pINS THE INSTALLERS, 9 TC LL 25.0 PSF REF R7175- 72816
Trusses raced re extreme care I n fabri cati ng, handl I ng, sill pal ng. I natal I I,g and braci ng. Refer to and fol I awe 18575 P
the I atest edi ti on of SCSI (Bal I di ng Component Safety Information, by TPI and NTCA) for safety practices pri or 1 r TC DL 10.0 PSF DATE 11/12/15
to performing these functi ons. I octal I ow rs atol 1 provide temporary bra.n9 per SCSI. Unl ems noted otherwi se. /1
top chord steel I have properly attached structural sheathi ng and bottom chord shall have a properly attached -.
rigid tel I I.g. Locations shown for permanent I acarol restraint of webs shah I have brad ng I hotel I ed per SCSI / / BC DL 7.0 PSF DRW CAUSR7175 15316032
,4��� sectl ens B3, 87 or 810, as app I cab!e. Apply pi aces to each face of truss and p,si ti on as slow.above and on
p N r - the l al, Dotal I a, a d eee natal atherw Refer to dr. aw ngs,RBA-z fa etwa.rd p.t.pone ti ens. 11/13/2015
A pe neo a di sl ei of I T,noted...,
Bue I di ng one i n.nce grasp nc. anal I net be for for
m.ro any devi act on iron t d e OREGON BC LL 0.0 PSF CA-ENG PBC/CWC
drawl.g. any rat!cera to but 1 d the truss I n conformance vd th ANSI/TPI 1, or for handling, shi poi mg,
AN ITW COMPANY I metal I eti on&braci ng of trusses. _
A.»I w++..srarlaN x after Page IINUIN w.dr.*MP I MlaAtss Neespeslws N RrsTssslelN slpl,ssrllN 9RO`•;0.„ N*,-4 TOT.LD. 42.0 PSF SEQN- 351398
r mww al I lay mal N r far the a.01 an Moan. 71.e nA teal I log and w er eta a ars.l eg far any en noel..1 a 0.a
8351 Roma Circle fs.pww IN,I ey w the sw I a ng Deal liner psf ANSI RN +Sae.2.
W. DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more Information see the s 3 ob•s general notes page and these web sl tea:
ALPINE: web,al pi nee tw.cow; TPI: Wow.tat nat.org; RICA: web.el,.ndustry.Co.; ICC: web.i hosefe,org Renewal Date 613W201 SPAC I NG 24.0" J RE F- 1VLK7175Z05
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri verse de PI n 2885 8 Roof -- VERI FY VERT FY, OR - G )
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g)
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on
factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Deflection meets L/360 live and L/240 total load. Creep i
Ioad applied per IRC-12 section 301.5.
factor for dead Ioad is 2.00.
Truss designed for unbalanced snow Ioad based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
6X6=
4 ,
4 x--
2-11-15
— Q
9-0-0
1.5X4 III
3X5(A1)= 2X4`A1
LA1-6-01I< 5-0-0 >,I< 11-0-0
� �
L 1-6-0
f 8-0-0 + 8-0-0
I_ 8-0-0 _I_ 8-0-0 J
k k 16-0-0 Over 3 Supports
R=707 U=5 W=3.5"
RL=48/-48 R=186 W=5.5" R=765 U=2 W=5.5"
PLT TYP. Wave Design Crit: I RC2012/TPI -2007(STD) O PROF
FT/RT=2%(0%)/4(0) 15.01. P i FSQtTY:2 OR/-/1/-/-/R/_ Scale =.375"/Ft.
Truss 82 Component,of Oregon (503)357z...118 •'NAIMiI NGI••IBAD AtD LAT).
ALL po(ES 7xi,a1M Nly
825 N 4th Ave,ofOreCornelius O 97113 ••IIPORUN. nwupN nus awluA )AAL cIM AN ilS ARAlia TiIE IIaTALLEIIS TC LL 25.0 PSF
�GIN � O
Trusses ra,M re.xtr.me care i n fabrl catl ng. handl,ng, sh1 pp,ng ,mta111 ng and Drad ng. Refer to and fn,,,,, 19676 P 'A Z REF R7175- 72817 -
the 1 atest edi ti on of BCSI (Bid a d,ng Component Safety 1 nforwtr on. by TPI ape RCA)for safety praetl cgs pr,or
•
/ S to per{orM ng these{Pett,ons. I natal l.ra eh.l I proof de temporary brat)ng per IC,I. Unl.mm noted ath.mi se, r , TC DL 10.0 PSF DATE 11/12/15
top chord shell have properly attached structural sheathing and bottom chord,home I have a properly attached _ /
rl gi a cal e I ng. LoeatI ons slew,ror permanent a aterel reetrai nc or woes anal 1 have bra.Pg i natal a ed per BCSI
A�1_,0 N I teal on,ea, al or MO, as app,,oche a. App,y p,aces dr rata of for s antl pod,a an as anion above an �- BC DL 7.0 PSF DRW CAUSR7175 15316035
LLrJ_) the,ai nt Dotal l.. „ne.,a natal at,erM aa. Refer to drawl nga 160A-z for at.ndard p,.te pad,t,ons.
1 13/2015
AI p,ne, a d,a,l I on g{1 TR Bu,I d,ng truss
Components Brous 1 nt. anANI ngt be ror Tool ha; on shown'eel on from th,g BC LL 0.0 PSF CA—ENG CWC/CWC
AN ITW drawlg °"y`°"nre to bul e tl the vnss i n conformance M M ANSI TPI t, or Tor OREGON
COMPANY a natal,at,on a brat,ng of trusses. g� • poi g,
Ar ew•••Im en thin«>u for the,..1°°•.'II�"°thisThe „°'1•�.e„� I em .•.....sD+b.of ww«.1•nd .,yl..rl.5 '17411:44......:04.20,1s4° �� TOT.LD. 42.0 PSF SEQN- 350965
8351 Rovana Circle r••P°n•i bl I l b of the W 1 el np Deal peer h'end"•'of vx•elr•.1 MI ter ere'.v eeez�•1•v,•
PK ANSI 'sw.:' °I.1)W•N DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more,m.o./.on see chl s J obis genera, notes
Page and t
ALPINE: mew.al pi rel tw.tom: TPI: naw hese wap simew.
.CM est org; RCA; sem sbc,rqustry.can: ICC: .,ccsa{e.org Rawwpl oats sroamn SPACING 24.0" J RE F- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERI FY, OR - G1
Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, 0/i nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member
factors. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase
I oad applied per I RC-12 secti on 301.5. factor for dead 1 oad i s 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5(R1)0
/► a i
4 ,-
2-11-15
0-6-2 - ■
1.5X4 III
3X5(B1)= 2X4(.1)
l< 4-5-8 ..I< 11-0-0 >1.41-6-0
7-5-8 >.I< 8-0-0
L— 7-5-8 _,_ 8-0-0
—J
1 15-5-8 Over 3 Supports
R=612 W=5.5" R=765 U=3 W=5.5"
RL=40/-39 R=95 W=5.5"
Desi gn Crit: I RC2012/TPI-2007(STD) O PRO �
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. ► , I . F V., •TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft.
Truss Components of Oregon (503)357-2118 ••W W I MI••READ AND FOLLOW ALL NOTES Ow TMs awl Net
825 N 4th Ave,Cornelius OR 97113 ••11PORfANt•• MMI WN TMs DRAM Nov To ALL CONTRACTORS I Newel ND TIE NWTALLERS C9 �G N F�`� C!Z TC LL 25.0 PSF REF R7175- 72818
Trusses rag*re extreme care I n fabricating. handling, *II PPI ng, I natal I I ng and brats ng. Refer to and fol I.w 19575 P —
the I atest edi tl on of SCSI (Rus I ding Component Safety 1 nfornatl on, by IP1 and wTCA) for safety practl cos Prier r , TC DL 10.0 PSF DATE 11/12/15
to parforaa ng these functi one. I natal I ars anal I provede temporary braol ng per SCSI. Unl Asa noted otherwise.
cop chord shall have Properly attached structural sheath)ng and bottom chord shell have a properly attached _
ri g,d cel I l ng. Loom*ons shown for permanent I ater.l /Afar nt of webs shall haw brace ng I hstal I ed per andCSI�� / BC DL 7.0 PSF DRW CAUSR7175 15316040
A SPIN seedo,s Da. eT or etre as no Ilother Apply per too each face of truss ed posi as itis"above on
Cha,oi nt 3, B l a, nl Ase ted cabled e.. Refer reel nge eAof for standard pl ate Poa1 t1 dna. 11/13/2015Al pi nee a di vi al on 1 Ted Sul I dl ng Components group I nc. ahal I not be respond)INa for any diel at,on from till i a OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl,g, any fel I urs to bus,e the truss I n conformance Sl oh ANSI/TPI 1, or for handl 1 ng, chi ppi ng,
AN 11-W COMPANY I instal I an on A braes ng of trusses.
ael A•••l an till•afwl no or a.af Ng.IIntl no NI•dress ng. I nal este.••••,bene..f pregame mei engl n..oi no 74 .4.20,19# �v TOT.LD. 42.0 PSF S EQN— 350974
• rota).)ell l ty as a.Y for the awl gn.1gm1. The sed feel.1 ty end 1 of Litt s drawl ng for any etruebyr.I•the
8351 Rovana Circle
••�-I«I bill of�-••11«ng 138•1 grow per ANSI/1PI ,,lade 2. yN. DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more,nformati on see Ch1 s J ob•s general no page and those woe si te
ALPINE: 0/ .sl pi nes ted. I: ova,.Cpl mace erg: RICA; www,aa:
WOW. co*w;
bci,dustry.tong ICC: ,e0/,n I ccsafe.org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERT FY, OR - G2 )
Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x6 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g)
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors.
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase
I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
5X5-
I
_ —1 4
T2 2-11-15
0-8-2 7
3X5(B1) .' 1.5X4 III -0-0
3X5(Al)=
Lc 3-11-8 >lc 1 1-0-0
>I< 1-6-0---
I` G-11-8 + 8-0-0
L_ 6-11-8 _I_ 8-0-0 ,,l
l< 1 4-1 1-8 Over 3 Supports
R=554 U=1 R=127 W=5.5"
RL=39/-38 R=735 U=4 W=5.5"
PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) .ye PROpF
FT /RT=2%(0%)/4(0) 15.01. f . - 'Ip. : 1 OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon 503)357-:.118 **WARNING!••READ Am FALLON ALL NOES ax TMH$utMHu;, �y G�
825 N 4..11 Ave,Cornelius O>�97113 ••1 " FURNISH THIS DRAWING*o"u arrwlerONS INCLUDING nem:Ixsr"Lyas, (� O F� 9 TC LL 25.0 PSF REF R7175- 72819
Trusses regal re extremes care 1 n rebel cats ng, handl I,q, MI ppm ng I n>tal I l ng and bras nem. Refer to and follow 18575 P
the I stems..ed1 Cl on of SCSI (Bu1 I di ng Component Safety I nrorreetl on, by TPI and PICA)for safety practl cos prl or %I TC DL 10.0 PSF DATE 11/12/15
performi ng these func11 ens. Instal I a«shall prowl de temporary bred ng per SCSI. Unless noted°there se. —
hop chord shed I have properly attached s structural sheath)rig and bottom chord shell have a proper,
tached
rl gI d cel l I ng. Locetl ons show,for permanent I ateral restrel nt of webs shall have brad ng I natal l ed per wper SCSI B�
A 11_,P0 N I he taco ons 83, BT s, as app)I hl e. y w ateto wenn race of truss and CI on as:town above a.on
BC D L 7.0 PSF DRW CAUSR7175 7 5316039
[ Jot M other*
wi Dater I s, unl ass noted otharse.e. Refer too drawl ngs 160A-Z far standard
rtl pl ata poll ti ons. 1 13/2015
Al pi nem, a di vi sl on of 118/Sul I di ng Components group Inc. whet l not be responsi DI a for any devl atm on from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fell Ura to bol 1 d the truss 1 n conformance wi th ANSI/TPI 1. or for handl I,g, shl pal ng,
AN ITW COMPANY I natal l atm on a brad ng of trusses.
""•' PIM;era.Iflg or cover amour.11.tlne w.er.wma Ilelaetoo mammpunu sf:stoma oval m1RIle.nne 'SRO`,o N�'i TOT. LD. 42.0 PSF SEQN- 350980
AAapolltl NI 1 I ty sml N r far c e r I P allow.. TM M fcbl H I ty dtl use pr this drool ng far mno cat enure.1 s ehm
8351 Rovana Circle
••pan.lwl lh of w Nella,Ig DedI goer Per ANSIirn I Soo.2.
DUN. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on sea thl s J ob.s general no page and these web s1 te
ALPINE: wooa awoooily rrt
.el pi ntoo.cm; TPI: view.tnst,oily same st:
bd reus4m:Y.caICC: awe.1°°sere.ore Renewal Date 8/3012017 SPACING 24.0" J RE F- 1 VLK717 5Z05
1
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - G3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #2(g) :T2 2x4 HF #2: 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors.
desi gn.
Left end verti cal not exposed to wi nd pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease load applied per IRC-12 secti on 301.5.
factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf,
JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf.
No SIZE SHIFT BITE
[ 3] W1.5X4 S 2.25
6X6(R1)#i
4 F-
3
—
3X5: \\\
)
illP -, 4
IIIR
2-5-15 12 2-11-15
00.1
/ 1.5X4[3] III 3X5= +9-0-0 i
2X4(A1)E
L-1-6-0-aJ
—1-6-0 sf8 8-0-0
I. 1-6-0 _I_ 8-0-0 J
l9-6-0 Over 2 Supports
R=395 R=562 W=5.5"
RL=-44
Desi gn Cri t: I RC2012/TPI -2007(STD) .to PRO
PLT TYP. Wave FT/RT=2% 0% /4 0 15.01. ► •a - FFS
( ) ( ) : 2 OR/-/1/-/-/R/- Scale =.5"/Ft. _
Tess Components of Oregon (503)357-2118 '•tMIRRI ANI••READ RDN NO TO
ALL AmEs o nns Bwil1G1 0 aGi.EF TC LL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 '•IMPORTANT•• r1w:x TM's pW�1ae,o All common muslin TMe INSTALLEaS. ('J 9 REF R7175- 72820_
Trusses regal re extreme care I n fabrl catl ng, handl I ng, she ppi ng, I natal I I,g and bract ng. Refer to and fol I ow 18676 P
the 1 at•st etli ti on of BCSI (Sul I d1 ng Co nd Component Safety I nrormecl on, by TPI aWTCA)for safety practl cos pr1 or t' TC DL 10.0 PSF DATE 11/12/15
to perform)ng these fu nctl ons. 1 natal l era aha"1 prove Mchtemporary brat"ng per SCSI. Bnl ass noted other.se, , /w
[op chord shall have properly attached structural ...Ing and bottom chard shall haw a properly attached ,-
ri gl d cal I I ng. Locavi ons shown for permanent"Carel res ah
ire'nt of webs a" have brace ng 1 nate'1 ed per eta' BC DL 7.0 PSF DRW CAUSR7175 15316038
A 1IP[I N I b seccl of n B3. 87 or 810, as app.1 cable. Apply pl etas to each face or truss and post ti on as shown above a.on 1 /13/2015
the Jon nt 3, I s, unl ass noted cabl e. A Refer to to el ngs aceAof for sand pool
p1 at.poll CI ons.
Al pi re, a dl vi al on of I Tom eu"I dl ng Components Group Inc. sisal I not be respolsl tole for any devl ati on from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fell are to build the truss In conformance el tis ANSI/Tpl 1, or for ha.I ing, shipping,
AN ITW COMPANY ,natal I et on bred ng of trusses. ', "in.20,19e TOT.LD. 42.0 PSF SEQN- 350982
A*eel en the•drawl ng tr ether P.U.11.0 PIP tae.WPM elan 1 n«My.amperes of prefawl erne n.afl
. r.aprel r I I ty vel al y far r,e bel an Teen. The M told I I ty end w of t d s drM ng Per any structure I s the OL, W a
8351 Rovana Cock r.pr.i bI l l ty of w Bun r p BM finer par ANSI npl 1 See.2. DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nrormat"ons ch"s 3 's general no s page and these b sl ces: Renewal Date 8/30/2077
nLpl NI*: we.°'pi,.'..coos: TPI:' .'m,.`w"s`•erg: e'cA° ^^. web•bol^daa°ry c«^: 1 a: e-a•l eca•f•,erg SPACING 24.0" J RE F- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERT FY, OR - EGE )
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Webs 2x3 HF #2 :W1, W2, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors,
deli gn.
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding I oad one face, and 24.0" span on opposi te face. Top chord bracing requi rements.
must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provi de I ateral wi nd bracing per I TWBCG wind bracing details or per
lotd mpcrd per ked-10 s10. 0n o. engi neer of record. 2X3 studs require rei nforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
Deflection meets L/360 live and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
factor for dead Ioad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
4X5=
PM
Alla
4r—
I
�
r
i i 1 r i i 2-7-15
_ N W1 '3
_ fl u d
= 3X7
__
3X5(A1) 9-0-0
3X5(A1)
41-6-0sJ
41-6-0›.1
i.c3-10-14 7-0-0 3-1-2 '1.` 3-1-2 7-0-0 3-10-14
L 7-0-0 _j__ 7-0-0 J
I< 14-0-0 Over 2 Supports
R=1121 U=142 W=3.5" R=1121 U=142 W=3.5"
RL=66/-66
Note: Al I PI ates Are 1.5X4 Except As Shown.
Desi gn Crit: I RC2012/TPI-2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. f "1"' . l.,p_ QTY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft.
Truss Components of Oregon (503)357-'118 "USRNI NOI"READ mo FOURS ALL N pl we S raw= ,1 �
825 N 4th Ave,Cornelius OR 97113 •'IlsoRrAlm• FUMIRN THIS LOAM=,n All IR IIDIeo iso iNsrauels. 1n. N"IN.. '% TC LL 25.0 PSF REF 87175— 72821 _
Trusses regal re extreme care in fabri cath ng, handl I ng, sib ppi ng, I natal I I ng and braci ng. Refer to end fol 1 ore R
Cha I etas[adi ti an of SCSI (But 1 di ng Opponent Safety Inform.[{on, by TPI and WTCA)for safety practl pas prl a 19575P 9 TC DL 10.0 PSF
to parfonu ng these functl ans. GInnatal I ars anal I provide temporary crating per sew. UM ass noted oq»ral se. DATE
op chord hal I have props l y attached structural ehea'yl ng and bot chord ehal I have a proper!y attached %h 11/12/15
rigid cal I I ng. Lotatl one shown for permanent I aural ai of webs shal I have brat{,g 1 natal I ed per INSI
,4�1-`� cacti ens 83. 87 or as ppl l cab!e. Apel Y P etas to each face oftruss andSI as shown oboee and an i� BC DL 7,0 PSF DRW CAUSR7175 15316029
1'ul�l the X01 nt Detai I s, unl ass noted ocierwl se. Refer co drawl rigs 16OA_Z for standard pl ate posh ti ons.
Al pi na, a di vi si on of 1 TV/lei I di ng Components Group Inc. shat I not be respond bl a for any devi atl on frost Chi s 1 /13/2015 BC LL 0,0 PSF CA-ENG CWC/CWC
AN mw
dr ng. any fel I Lire to OWI d the truss I n conformance re th ANSI/71.1 1, or for handl Ing, shi ppi ng, • OREGON
COMPANY Instal 1 aCl on A bred ng of trusses.
A SW an Chin drawl ng««a r pogo I1..lh.thIs drawl ng, I5«.Kd..ea.,t.„a.„,,,fdoolDna aegInaafi h. e9 �� 4,, TOT.LD. 42.0 PSF SEQN— 350963
• r.pan.1 N 1 I ty hal N y for the dad PI sheen. The eel tidal 1 I ty arta w of nO s drawl ng roe.sty aerw,ara 1.an R n.20.19
8351 Rovana Circle r..po.IN b1 I I ey of ale RN I a ng Da.1 gear per Nal viii T Sae.2. N� DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more l nformatl on see this,/ob's general notes page and chase web si tee: �` R
ALPINE: www,al ph nal Cr,con; TPI: www.chi net.org; Wh
TCA: wew.scl rdustry.coat I CC: wave.I ccsafe.org Renewal Date 6/30/2017 SPACI NG 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - E )
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
4X5(R1)
41011k -1 4 /
4 x-
2-7-15
1.5X4 III 4.9-0-0
2X4(A1)= 2X4(A1)
41-6-0>-L 41-6-0 -1
FE + 7-0-0
I, 7-0-0 _I_ 7-0-0 J
f14-0-0 Over 2 Supports
R=715 W=3.5" R=715 W=3.5"
RL=43/-43
Desi gn Crit: I RC2012/TPI -2007(STD) gO PROS
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01, P. f �0•a :4 OR/-/1/-/-/R/- Scale =.375“/Ft.
Truss Components of Oregon 1503)357-A18 ” I NM ee READ Alai Mae ALL NOTES an nos own= CF •
825 N 4th Ave,Cornelius OR 97113 e•11PORTNIrde FUR,.aN la s on alMo To Au=macrons 1Ma cus T1E I MBTALLEas. 019575 P I.
TC LL 25.0 PSF REF R7175- 72822_
Trusses regal re extreme care I n fabri esti ng, handling, WI ppl ng, 1 natal I I,g and bract ng. Refer to and fol I ow
the I etas[etli G on of SCSI (501 I dl ng Component Safety I nformati on, by WI and NTCA)for safety practl c.s pr1 or r ' TC DL 10.0 PSF DATE 11/12/15
to performing these functi ons. Installers shad l proal de temporary bract ng per SCSI. IMI ess noted....arra se. /
top d cel ,hall have properly norpe structural rel re tr and bottom chord shall bred a pI nsuly attached
SC (- BC DL 7,0 PSF DRW CAUSR7175 15316045
ri gl tl cel l I ng. L«eC,ons shown attached for permanent 1 acral resCrai M of webs abed 1 have bract ng 1 nstal 1 ad per SCSI
,l4���N
sr. ons 83, 87 or B10, as app)I cad e. App1 y p1 aces to each face of truss ane pass tion as shwa,above on 1 /13/2015
the Joi nt Dotal I s, lard ess not.whet.se. Refer to drawl ngs 160A_2 for standard pi ate post ti ons.
I Al pi nen a d1 vi si on of ITN&,i 1 di ng Cowonents Group I no sisal I net be responsl bl a for any devl ati on from Ch1 s OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl,g, anyfai 1 ord to but 1 d the truss 1 n conformance mei th ANSI/TPI 1, or for Mrdl 1 ng. shi poi,g,
AN ITW COMPANY I natal I ati on A brae,ng of trusses. e9�"•a,20,19 V TOT. LD, 42.0 PSF SEAN- 350957
A seal HN g drawl le er seder plea 11 eta le this drawl ler I egg sates eeeepin dr e/prefwel OMI dual Merl O1.D e a
e reMonal IN I I ty eel N r far the Owl gn elm.d. The slat LGN 1 I b awl use Of LN•drawl ng for en/•e velure I la `-
8351 Rovana Circle respond N l I Ny of the lel I e1 ng awl a,er Par NM/191 I Sean 2.
DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I,format,on see Geis Job'a general notes page and those web sl tea, Renewal Date 8/3012017 $PACT NG 24.0" JREF- 1VLK7175Z05
ALPINE: www.al pi nod n;t tw.caTPI: waw.WInst.erg; WTCA: wort.sbcl rdustry.coma 1 CC: www.I=safe.org
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - CGE )
Top chord 2x4 DF-L #2(g) 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors.
desi gn.
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding I oad one face, and 24.0" span on opposi te face. Top chord bracing requi rements.
must not be cut or notched.
Provi de I ateral wind bracing per ITWBCG wind bracing details or per
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
engineer of record. 2X3 studs require reinforcement at 70% of the
Ioad applied per IRC-12 section 301.5.
Iength tabulated for 2X4 studs of the same grade.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
factor for dead Ioad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17
psf.
4X5=
i1
1-- ■
1 III
2-5-4
INNIS
mil NONNI am
+18-0-0
2X4(A1)EE
2X4(A1)
L 6-4-0 J___ 6-4-0
—J
I‹ 12-8-0 Over Continuous Support
R=158 PLF U=28 PLF W=12-8-0
RL=4/-4 PLF
Note: AI I PI ates Are 1.5X4 Except As Shown.
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) EO PRO/t
FT/RT=2%(0%)/4(0) 15.01. P. FS'A : 1 OR/-/1/-/-/R/-
Tcuss Components of Oregon (503)357- 118 "WARM NGI••READ AM)spew ALL Nom w INRs DRAWING! $cal a =. 5 /Ft.
825 N 4th Ave,Cornelius OR 97113 ••IRpORTANT•• FURNISH THIS MORNS 10 ALL C MTNACTONS INCLUDING 111E INSTALLERS. C9 N CFi41 TC LL 25.0 PSF
Trusses requ,re extreme care 1 n rebel tail ng, handl 1 ng. shi ppl ng, I natal I I ng end bracing. Refer to and rot 1 ow 19575 PREF R7175- 72823 _
the 1 ate[.dl c,an of BCsI (NW,di ng Component Safety I nrormeti on. by TPI and WTCA)Nor safety prate,ces prior
to pchord shalt nawe prap.rlng per NCs1. Una ass noted otters'se.
y n attached structural rel ,n,tr a,w bottom chordsha hall love n proper)y attached
ri al calling. Loeatl ons shoat n.emAppl y lateral to eec,,l nt of webs ss and have Drag,angs I reseal I adabove
per and on /- BC D L
���N .. +ons 83 87 or B10, as app„p,bl e. qpp y plates ,act face of truss posl CI on as sheat above 7.0 PSF DRW CAUSR7175 15316044
l tea Jd,K vii 1 s. unl ass rated canvas,so, Rarer to a ngs far stantlertl p,ate poll t, at;
1 /13/2015
I ra pine, a d, s+on or ITN Building CospI n con group len. shall not aW responsible for
for any dent act on Tran this OREGON BC LL 0.0 PSF CA—ENG CWC/CWC
1 Inst,,g, any Nab acs to of a d the truss 1 n conrormenrs w+M ANSI/TPI 1, or nano,I ng, shl ppi ng,
AN ITW COMR4NY +nscm l ecl on 6 seat'ng trusses.
A seal ae:M'sy 5Iely,te or , O;:•some; a..ones.ddtide d.er,refeselanal ,tel neer... -ro"•zo•�°N� TOT. LD. 42.0 PSF SEQN- 350947
y .2.ad w er W•deem'
6351 Rov2da Circle
r••pon.l M 11 b or the NW 1 a•e Del Nner per NISI/IPI 1 see.2. ^•fVer.•D•We4•r.I.tl,. `
Sacramento,CA 95628 For more,nrerenu an eve till a ob.a DUR. FAC. 1. 15 FROM BB
ALPI NE: we.el pi nei tw.coo: TPI: J general not page end these web el e.: Renewal DNB 7
tit.ep,one.org: NrCA: artsbcl ndustry.comp ICC: .l users.org SPACI NG 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - CG)
Top chord 2x4 DF-L #2(g) 120 mph mei nd, 19.38 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x6 HF #2 anywhere i n roof, RI SK CAT II, EXP B, mei nd TC DL=6.0 psf, mei nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS.
Special loads Bottom chord checked for 10.00 psf non-concurrent bottom chord Ii ye
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15)
I oad applied per IRC-12 secti on 301.5.
TC- From 71 pl f at 0.00 to 71 p1 f at 6.33 Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease
TC- From 71 plf at 6.33 to 71 plf at 12.67 factor for dead Ioad is 2.00.
BC- From 7 pl f at 0.00 to 7 pl f at 10.17
BC- From 14 plf at 10.17 to 14 plf at 12.67
BC- 254.42 I b Conc. Load at 1.67, 2.17, 4.17, 6.17
8.17,10.17
4X5
3X5-o- iimft 3X5
ate— —14
00
11------------
2-5-4
4E:1- Lt
i
3X5 III 3X7= 3X5 III
3X7(A1)= 3X7(A1)
3-9-14 + 2-6-2 >I` 2-6-2 >Ic 3-9-14
L 6-4-0 ,I_ 6-4-0
J
I< 12-8-0 Over 2 Supports
R=1372 U=54 W=5.5"
R=1161 U=44 W=5.5"
Design Crit: I RC2012/TPI -2007(STD) Ep PRQ1 ,
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. r S
Truss Components of Oregon (503)357:A18 •�WARMINGI••READ AND `� c l .�� Sid OR/-/1/-/-/R/- Scale -.5"/Ft.
po ••Ir OREANTa MINIM THIS DRAWING TO ALL CONIR"CTOORS IINCl INO THE INSrNAE16. Z
825 N 4th Ave,Cornelius o 97I3 TC LL 25.0 PSF REF R7175- 72824 _
Trusses regal re extreme care I n fabri call ng, handl I ng, sill ppm ng, I natal I 1 ng and brae)ng. Refer to and fol 1 ma 19fi7fi P
the I•teat adi ti on of SCSI (Rai I di ng Component Safety I nfor^ati on, by TPI and NTCA)for safety practi cat art or TC DL 10.0 PS F
to performing these functions. Inatal lera shall provide temporary bracing per SCSI. U,iass noted othoralse. ASp ll. DATE 11/13/15
top chord shal I have properly attached structural s«athl ng and bottom chord shal I have a properly attached /,i
rii gid cei I I ng. Locatl ons slow,for permanent lateral restrai nt of webs Shall have bract ng installed per BCSI BC D L 7.0 PSF
.4�1 ,� cti aro 83, 87 or 810, as appl i cabl e. Apply etas to each face of truss and pool Ci on as show,above and on DRW CAUSR7175 15317007
Ili--7 I t«.lot nt Dotal I s, unl es, noted othenM s•. Refer to draw nos.,60A-z forsstandard pt ata post t1 ens. 1 /13/201 5
"'W ne °dI vi"00 of'Tw Bu11 di ng Coepon,ents group let shaI rot«responsl hI•for any tlavl etl on tram Ch1 s OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl,g, any fel I urs to but 1 d t«truss 1 n conformance el til ANSI/TPI 1, or for handl 1 ng, WA ppm ng, wa
AN ITW COMPANY I natal I.0 on a Drool,g of trusses.
"•••' on able drawl ng or wear pogo Ilwhlg tlda drawl ng. Indlaat..••••►taaw.f prefwalelal woe floor,h1g 9ih vbn.20,19e G TOT. LD. 42.0 PSF SEAN- 352427
rooponal 8111 ty aW.l far ow deal ty and IAN of tills drawl ng far any structure 1 a the O`R W W.
N
8351 Rovana Circle
r..pa,wlwl lty of w Del fang DN"Woman. AIRTMI/,plt�'S'a'..2. DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see VII s Job's general notes Pogo and rhos•web sl tea:
ALPINE: menu.al p1 nal tw.cost TPI: mew.Cal nst,org: NTCA: wax abet ndustry.con; ICC: mew.t c°safe.org Renewal°'«6/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERT FY, OR - FGE )
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors.
desi gn.
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding I oad one face, and 24.0" span on opposi te face. Top chord braci ng requi rements.
must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provi de I ateral wind bracing per I TWBCG wi nd bracing details or per
lotd mpcrd per ked-10 x10. 0n o. engi neer of record. 2X3 studs require rei nforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
Deflection meets L/360 Iive and L/240 total I oad. Creep increase Truss designed for unbal anced snow I oad based on Pg=25.00 psf,
factor for dead Ioad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
4X5=
N
4 �— j
111
8 —1 4
2-1-15
a o [ o e
9-0-0
2X4(A1)=
2X4(A1)_-
1-6-O-aJ
L 5-6-0 ,I_ 5-6-0 J
1 11-0-0 Over Continuous Support
R=161 PLF U=37 PLF W=11-0-0
RL=5/-5 PLF
Note: Al I PI ates Are 1.5X4 Except As Shown.
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Ep PRpF4.
FT/RT=2%(0%)/4(0) 15.01. ► s' : 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
TTuss Components of Oregon (5031357-2118 '•NAIWI MGI••RUN
NO FBLLp ALL NBfES qI 7Iry"44"41
ppm ��� _. 5 •E� °
825 N 4th Ave,Cornelius OR 97113 "I M" Awa SN na B BIY/I NB 7e A L CBNIAACTBRs I NeLIR11 NB THE I NBrALLERB, TC LL 25.0 PSF
Trusses reg.re extreme care I n rafri pati g. handl I g, sin ppi ng, I natal l l,g and beati ng. Refer to a.M fol low
19575 PREF R7111/12/15 72825
t„e latest aW tion of BCSI (Bulla ng Coroonent Safety I nformati on, by WI and.TCA)for safety pratti c.s prl or
performing these functl properns Inatal Iere awl prowl de temporary bracing per BCSI. Bassa noted othersnse. TC DL 10.0 PSF DATE
top chord shall have properly attached structural sheachl ng and bottom chord shall have a properly attached ,-
rigid ca 1 I ng. Locatl ons i font•. ane y p1 tees'to each face of w cross'l I poll b on as shown'I es,per
I
/�(� )[J[% I •"`I""83, 87 or B'g, asBC DL 7.0 PSF DRW CAUSR7175 15316034
' I`-1UO" I �I !h.Joint 0.5.10, unl.aa,geed.there no. Re
fe
r to draw nBa,6gA-z r.r ataM.rd pl.t.ppai tI ons. I /13/201 5
I AI pi no, a dl a l I on or ITN'Bui I h1 ng Components Group Inc. .1,011 not berespond hl a Por soy deal atl on tram thi 8 OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl,g, any Pa I urs W ha 1 tl the truss I n conformance a!h ANSI/WI 1, or for handl I ng, shl ppl ng,
AN IT'W COMPANY I natal lea on a brew ng or trusses.
A"" •n wa ar«a°or aaVar papa ueel lq tIN.d,n,1e, INleataa A&Mk.20,is N4 TOT. LD. 42.0 PSF SEQN- 350967
• 8351 Rovana Circle Paaaw M 1 I q N the Nu114 Demior • Th �1 I I b i1d w of cOl.°AOyrr.�i.gfo a~altrcet>,.mop neer?,
a° goer par ANSI TN ,See.2. OL FROM BB
Sacramento,CA 95828 For more Inrermau p,....CM1I.,ob..general „p DUR. FAC. 1. 15
ALPINE: saw.al pi n•i tr.cons TPI: c es page and these web slues:
".tan•.org; "TCA: Me*'• Iadastry.cost ICC: .Iccsaf..org R°"°"°I�a8130M201 SPACI NG 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - HGE )
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2 DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors. desi gn.
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding I oad one face, and 24.0" span on opposi te face. Top chord braci ng requi rements.
must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provi de I ateral wi nd bracing per I TWBCG wind braci ng details or per
lotd mpcrd per ked-10 s10. 0n o. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
Deflection meets L/360 Iive and L/240 total I oad. Creep increase Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
factor for dead Ioad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
4X5
- 4
4j— — 1
1-3-15
i 0 mg
49-0-0
2X4(A1)= 2X4(A1)_
1.5X4 III
Le=-1-6-0-->i —1-6-0--aJ
I_ 3-0-0 J_ 3-0-0 J
l-c--6-0-0 Over Conti nuous Support --->
R=186 PLF U=91 PLF W=6-0-0
RL=7/-7 PLF
Desi gn Crit: I RC2012/TPI -2007(STD)
PLT TYP. Wave a - - a
FT/RT=2%(0%)/4(0) 15.01. f c' n .,spe QTY: 1 OR/-/1/-/-/R/- Scale =.5"/Ft. _
Truss Components of Oregon (503)357-2118 ••IVARRINGI••REM AND FOLLOW ALL NOTES ON nils NM � ,OZ
825 N 4th Ave,Cornelius OR 97113 e'I + � OWNING" EN THIS OWNING TN ALL CI NTNACTONS INCLUDING THE INaTAutns, U,�y % G�n1eTC LL 25.0 PSF REF R7175- 72826
Trusses regal re extreme cera 1 n fabrl call ng, banal I no, sill pp1 ng, I octal I I ng and braes ng. Refer Wend rot 1 Cl
the I ate,t ad,ti on of SCSI (Sul I dl ng Component Safety I nforeeti on, by TPI and Neu)for safety practices pre or 19575 P TC DL 10.0 PSF DATE 11/12/15
to performing these functl ons. Intal I.rs shal I prowl de temporary bracing per SCSI. gni ass noted otherwi se. I,
cop chord stud 1 have properly attached urel sheechi ng and bottom chord shall have a properly attached
ri gl d ng. Locations shown permanent I ateral restraint of webs ah.1 i hewe brad ng l nave I eel p. seal �- BC DL 7.0 PSF
A _�O N^ sada ons 83, g7 or 810, as awl l cable. Apply plates to each rate or truss and pose a on as shwa above an DRW CAUSR7175 15316046
rU_J I the Joint Geral 1 s, enl asa noted otheral sae Refer to trawl ngs face
for standard m ate pose ti ens.
AI pi ne, a di vi si on of ITN ad I dl ng Components Group I no. chai I not be reapwsi m.for any deviation from this 1 /13/2015 BC LL 0.0 PSF CA—ENG CWC/CWC
erase,.g, any rel I urs to but I a the truss 1 n conformance ml th ANSI/TPI 1, or for handling, sill poi ng, OREGON
AN IT W COMPANY I ental I as on a brace ng of trusses.
A...I an title drawl ro en.sear page II sting t is erre"° In/Neste.seaplane of pferessl a rl .np nwrl p '� `�n,20,10 .1 TOT. LD. 42.0 PSF SEQN- 350993
repave,SI I ley solely for the seal an Mown. The suitability end um or ehl s drawl ng far any structure I s the O
8351 Rovana Circle
respond ell ley of the awls no Designer per ANSI/1N 1Sea,:. L S wk� DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on see till s J oh's general rates page and these web sl las:
ALPI NE: raw.al pi nal to.coma WI: a...col not.erg; NTmew.w.5001 ndustry.cw; ICC: ism.I case's.org Ranawal Date er301201 T SPAC I NG 24.0" J RE F- 1 VLK7175Z05
I
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - HG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #2(g) Special loads
Bot chord 2x4 DF-L #2(g (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15
Webs 2x4 DF-L Std/Stud(g) TC- From 71 plf at 0.00 to 71 plf at 3.00
Connectors i ngreen I umber TC- From 71 pl f at 3.00 to 71 pl f at 6.00
Connect. (g) desi gned usi ng NDS/TPI reducti on BC- From 7 pl f at 0.00 to 7 pl f at 6.00
BC- 170.34 I b Conc. Load at 2.06, 4.06
120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located Wi nd I oads and reacti ons based on MWFRS.
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease I oad applied per IRC 12 secti on 301.5.
factor for dead load is 2.00.
4X5=
4 I-- —7 4
Alm
1
0 1-3-15
9-0-0 Y
1. 5X4 III
2X4(A1) 2X4(Al)ew
j< 3-0-0 + 3-0-0 >{
3-0-0 J� 3-0-0 J
6-0-0 Over 2 Supports
R=401 U=6 W=5.5" R=408 U=6 W=5.5"
Desi gn Cri t: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. f :' i Fop QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon ((503)357-2118 "WARM NGI"READ AIO FOLLIES ALL loners a nus BNwI MGI S�Q, TC LL 25.0 PSF
825 N 4th Ave,Cornelius O>2 97113 "11FORTANre MOH SH TNI S awl Ne TO ALL CONTRACTORS I ACLIDI NO THE I NSTALLENS, G.5 aG I N F� REF R7175- 72827
Trusses ranted re extreme care I n label earl ng, handl i,g, sh1 pp1 ng, I natal 1 I ng and bracing. Refer to ane rel I ow 19676P46
the latest ngl tionof KM (s. I dl ng l I eren shC I Safety I e< of y by TPI and braol ng per��.T'UnI Safety
d o�w se. , r TC DL 10.0 PSF DATE 11/12/15
to prefers)ng[base fusee)erre. I meal I ars s1e1 l Proal M a -
4111114 [op chord shed I have properly attached structural death)ng and bottom chord shall have a proper)y attached
rl gid cel I i,g, Loc..ore shown for permanent I sterol refer int of webs aha)I have brat'ng I rental t eel per SCSI /- '...re / BC DL 7.0 PSF DRW CAUSR7175 15316036
A�, `0 N sect)ons 83, B]or unl as rood I cab)e. e. y pl rtes to each Tare of truss and posh ti to as shown above entl me
IIUI�I 1 the JP nt Decal 1 s, tend ass noted otharwi se, Rarer to tlraM nes 16M_Z forstandardpl ate poll ti ons. 1 /13/2015
Al p1 no, a d1 vi sl on of I n Bnl I dl ng rellao Callao...Group Inc. steel d not be refppnsl EI a fpr ony Wei eti on,rpm tai a BC LL 0,0 PSF CA-ENG CWC/CWC
drawl no, arty,fad l ure Co bui I d the truss I n conformance wi th ANSI/TPI 1, or for ha.I I ng, .1 poi ng, OREGON ON
—
AN ITW COMPANY i natal I au on&bred ng or trpa,... TOT. LD. 42.0 PSF
AA goal en hinde.awlnore a WM e.�II.unN w.dreoIno, Inarates WaptNg•Of pefewlarl engineer!ng Ds.
20,10# ; SEAN- 350995
on.hews The as UM I I ay and ung of lag•grand no for aha.ae+ffter.I a Sb. O
8351 Rovana Circle
raapwW allay of the wAIAng Baa awn per ANSI TI 1 See.2. `D W a�� DUR, FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more 1 nrormatl on see phi s Job's general notes page and these web sl tes:
ALPI NE: wwr al pi rel ter.con: TPI: an tpl nst,erg: MA: ewe.sbci rdustry.con: ICC: ewe.d cos.*.org Renewal Date 0/30/201 SPACING 24.011 J RE F- 1 VLK7175Z05
I
(1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERI FY VERI FY, OR - EJG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #2(g) Special loads
Bot chord 2x4 DF-L #2(g) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15)
TC- From 71 pl f at -1.50 to 71 pl f at 1.85
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. BC- From 4 pl f at -1.50 to 4 pl f at 0.00
BC- From 7 pl f at 0.00 to 7 pl f at 5.94
120 mph wi nd, 18.39 ft mean hgt, ASCE 7-10, CLOSED bl d Located BC- 72.29 I b Conc. Load at 4.00
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 72.29 I b Conc. Load at 4.00
psf. Wi nd I oads and reacti ons based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 live and L/240 total load. Creep increase
applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
R=77
4 I—_ 11 .18-7-13
0-11-5
.21
18-0-0
2X4(A1)=
Le--1-6-0— —1-10-3 .1< 4-1-1 J
l 5-11-4 Over 3 Supports
R=259 U=31 W=5.5" R=75
Desi gn Crit: I RC2012/TPI -2007(STD) 0 PRO
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. ' 3 FFSep OR/-/1/-/-/R/- Scale =.5"/Ft. _
Truss Components of Oregon 1503)357-2118 '•rNUal NGI'•READ ND FOLLOW Ni NOTES ON MRS DRAWING! `y G ry /
�
825 N 4th Ave,Cornelius OR 97113 ••INPoTNR'• MINIM„«s DRAM 1R,o NCONTRACTORS NTNAcrals 1NINe nINSTALLERS. !1 l�,A Dy TC LL 25.0 PSF REF R7175- 72828_
Trusses req.re extreme caro h n fab.cat'ng. handl n,hg, shi pph ng, i natal I I ng and brad ng. Refer to and fol I ow 19575 P
the I steer etli t1 on of SCSI (Ba I d,ng Component safety Information. by TPI and NTCA)far safety prat.ces del or r , TC DL 10.0 PSF DATE 11/13/15
to performs ng these fused ons. 1 natal l ere shat I Prov1 de temporary bract ng per BCSI. Unl ems noted other.se, —
top lora shat I haw properly attached structural sheachl ng and bottom chord SNOT I lbw a proper)y attached
II�I' ll I gi d<a 1 I ng. Loco.ons show„for e.rmanent 1 ateral rests i nt of webs shall have brace ng 1 natal 1 ed per lies' �- i / BC DL 7.0 PSF DRW CAUSR7175 15317008
A N sacci ons B3, 87 or 810, as app)l oabl e. Apply p1 aces to to each face of truss and post ti on as shown above and on
the Jon rK Dec.i 1 s, one ass noted others se. Refer to ansa ngs face
for standard pi eta post ti ons. l 13 2015
Al PI n.. a dl tin sl on of ITN B.1 d1 ns Components croup Inc. shot not he re.pa,.i bl.far any tl.v1 ate an from thea OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any fel I urs co bel 1 d the cross I n conformance a ch NISI/TPI 1, or for handl 1 ng, she eel ng,
AN rcwcoMP NY Inatal latlon s bracing of dross... TOT. LD. 42.0 PSF SEQN- 352417
A Dal an a1.drool no or cover MOO 11•ti 1N)tid•aril ng. I Ian dot.•.a•.pt....v pr.fe•.I.n•1 «q1 n..ri� q t.min.20,19# G
. r wm.l in l 1 vo sac N y far ti.a.el pn nmol. T).en nen I 1 ty ood Ir ll of ti .drool ng far ono structure I s5. �C . V
8351 Roma Circle r"p°'r'a l l ay er ti.Owl di ng Dow one.Pe'NM m1 I S.e.2. A W DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformacl on see the s 3 ob•s general notes page and these web sh tae:
ALPINE: no al M nal too.com: TPI: we/.epi nat.erg; NTCA: owe,sbti rdustry.Dam; ICC: no.I<tsare.org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - EJ1)
Top chord 2x4 DF-L #2(g) 120 mph wind, 18.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors.
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
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 Ioad. Creep increase
factor for dead I oad is 2.00.
11 +19-3-13 1
4 I R=109 U=10
1-7-5
I
) +18-0-0 If
2X4(A1)
LE-1-6-0 J< 3-10-3 >lc 2-1-1---.1
[< 5-11-4 Over 3 Supports >1
R=323 U=10 W=5.5"
RL=35 R=82
Desi gn Crit: 1 RC2012/TPI -2007(STD) O PRO
PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01. P 3 . a.FFSQ� OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Com nents ofOre on (503)357-:,118 ••WARM NM•a R1:9 NO Faun ALL NOM au THis t1IWINGI 517:7 4, ,L TCO LL 25.0 PSF REF 87175- 72829
po g "mural'. nNSN BH THIS BNIIraI Na TH Au t in'sCigRS'raw"NS THE I NETALLEHH*
825 N 4th Ave,Cornelius Olt 97 13 Truasas reed re e c caw era i n fabrl tori^g, handl I ng, sm tt ng. 1 maul I I ng and bract ng. Refer to and fol 1 ow 19575 P
the latest edition of`BCsi`i6w Iding Component Safety Information, by TPI and ITTCA)for safety erect,ces prior I" , TC DL 1 0.0 PSF DATE 1 1/1 3/1 5
to performs ng these fvnctl one. I natal I ora shat I provide temporary bract ng per BCSI. Unl pas noted otharwl se. /
top
• C"`eldl ng'I Locatlproper!
anoanattached
for permaanentstructural
I steraol res'tgai nt nd of webtora.aha/I shale bract ng Instal 1 adattached
per BCSI ' /- - BC DL 7.0 PSF DRW CAUSR7175 15317009
. 011114
,4��� sect/ons B3. 87 or B10, as sept l N FL: oubl e. Apel y pt ares to each face of truss and post ti on as shown above an.on 1 1 1 /�O I`
the Jut nt Bata,1 s, unl ass natal there,e. Refer to draw,nos 16011-Z far standard pl ate post tl on.. J BC LL 0.0 PSF CA-ENG BFR/GWH
AI pi n., a tll vi si on of I Tw&,11 dl ng Compon.nKs Gray 1 nem shat 1 net a respon.l 01.for any W W atl on from chis OREGON
drawl ng, any Pal I ure to but 1 d the truss I n conformance wl th ANSI RPI 1, or for handl I ng, shl ppl ng, nJ
AN ITN,COMPANY t natal I ati tan&bract ng of trusses. •9 �,� 20 1yl,,� TOT.LD, 42.0 PSF SEQN- 352419
A Mol on Chia growl ng Sr saver pogo I I et/nil thl a drawl Nog I nal eaten aeeepto no.of profe.al anal .ngl more ng
✓eopened SI I I tt Sal sly far th.don gn.las.. TAM.w t.Id I I ty end w of t/d.trawl ng for any.trse1. I I.the RQ� •N DOR. FAC. 1. 15 FROM BB
• 8351 Rov000 Circle reopen./Id I I ty of eh.SIA I dl ng Bawl/nor per ANSI/TtI I SM.Z.
Sacramento,CA 95828 For more I nformati on see th,s J tab's general notes page end these web st tea: Renewal Dada 8/30/20'17 SPACI NG 24.0" JREF- 1VLK7175Z05
Al-RI NE: waw.al pi noel two can: TPI: w.tog ww.
nate taro: WTCA: w.sbci nduscry.tom: ICC: www.I ccsafe.oro
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - X)
Top chord 2x4 DF-L #2(g) 120 mph wind, 19.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Right end verti cal not exposed to wi nd pressure.
I oad applied per IRC-12 secti on 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.
1.5X4 III
4
i
23-11
i ■Ji18-0-0
�1 1.5X4 III
2X4(A1)
-1-6-0-J
I' 5-8_8 )7112
Fc 5-11-4 Over 2 Supports >1
R=386 U=13 W=5.5" R=232 U=14
RL=49
Design Crit: I RC2012/TPI -2007(STD) g PR.F
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. P FSS OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components ofOreon ((503)357-2118 aaWARNINGI.a am MID POLLEN ALL moms ON NIS ORMPIGi 1
825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH TINS MIN NB TO ALL CONTI Aeraas I NCL DING ME INSTALLERS. C9• l,G Neo. QZ TC LL 25.0 PSFREF 87175- 72830
41
Trusses regal re extreme care 1 n fabri eats ng, handl 1 ng, she ppi ng, 1 nstal 11 ng and braci ng. Refer to and fol I a. 19575 P TC DL 10.0 PSF DATE 11/13/15
the latest sal ti on of SCSI (But l di,g Component Ponent Safety I nfotl on. by TPI and RICA)for safety practi ter pre or . r
to performing these fr,ctl ons. 1 natal I era ahl I proal de temporary brat!,g per BCSI. Ilnl ess noted other.se, -
top chord shat I have properly attach.structural sheath)ng and bottom chord shall have a proper,y attached
ri el a eel l 1 ng. Locate ons snow,for permanent 1 acerae rearseat nc of webs shat I have',reel ng 1 natal 1 ed per BCSI /- BC DL 7.0 PSF DRW CAUSR7175 15317010
ecce ons B3, B7 or B10, as apps I eabl e. Apply p1 aces to each face of truss and pose a on as shown above and on
E__,
�7,77.--th.,::.-0.—:—.T.-
tai tt get.,,., anlesa—t.d etnerase. R.fDr dr.a gs,BgA-2 far at.ndara plate pasltiona. I /13/2015 BC LL 0.0 PSF CA—ENG BFR/GWH
A��[i N AI pl nag a al el al on I Ta Bal I m ng cempar is croup 1 n<. she I .roc ba respo ria.fer any deal anon from thea OREGON
drawl ng, any fel 1 ure to buil.th truss 1 n conformance mei Ch ANSI/TPI 1, or for handl I ng, shi pp ng, '
AN ITWCOM1:ANY Installation&bracing of trusses. TOT. LD. 42.0 PSF SEAN- 352421
A seal M
CN drains or error page 1 I sea ng end•drool no, Inems p aarptanea of profeeml aengineering enneer)ng 9�Ven•20.19S' t '"
a r eparlM11ty.rlay for ane a-I ,Moan. The ewtabI1ty en use of tis drawing for as structure Ia U,. OLa a a N DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle rowing el I I ty of the Ike I a ns Demi grow per ANSI/TPI I see.2.
Sacramento,CA 95828 For more 1 nformatl on see NI s J ob's general rotes page and those web sl tar:
ALPI NE: wow.al pl net cm.coat TPI: ewe.tp nat.erg: RTC& woo.sbci rqustry.cam: ICC: wee.i ccsafe.org Renewal Date 813012017 SPACING 24.0" J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERI FY, OR - Xl)
Top chord 2x4 DF-L #2(g) 120 mph wi nd, 19.32 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on factors. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
load applied per IRC-12 section 301.5. Right end vertical not exposed to wi nd pressure.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
factor for dead load is 2.00.
1.5X4 III
. x-- i
2-3-11
_.....iiiiiiiiiiiiii1
L- ..4
+1s-o-o ,
2X4(A1)= 1. 5X4 III
r5-8-82
5-11-4 Over 2 Supports
R=254 U=1 R=251 U=16
RL=39
PLT TYP. Wave Desi gn Crit: I RC2012/TPI-2007(STD) s PR•F
Truss Components of Oregon (503)357-'..118 ••WARRINCI••IBAD No ,lT %(0) 4(0) 15.01. e FS+� OR/-/1/-/-/R/- Scale =. 5"/Ft.
825 N 401 Ave,Cornelius OR 97113 •'I Mr•• I O Rls DNm Fo rC ALL HATESMES GU I"WAN O THE Iwn�lt�,EAS, 0,9 .G%NFA �0 TC LL 25.0 PSF REF
Trusses requl re extreme care i n fabri cati ng, hoards I ng. shi ppi ng, installing and braci ng. Rarer to and follow R7175— 72831
71.
the I ateat edi Ci on of RCS! (Elul 1 di ng Component Sarety I nrormat+on. by TPI and*TCA)for safety prod+cos prior , 79676 P Z
S to perrorN ng chose runt,one. tonal t ars small proof de temporary bract ng per SCSI. Unions notal OCMs+se. r TC DL 10.0 PSF DATE 11/13/15
top cmortl sinal I maw properly attacnaa strutturel sMKnl ng ar*bo{tom cmortl alral 1 Mw a proper)y atgchea
ri gl d old 1 1 ng, Locate Ona Nrown ror perms enc 1 scores :eacral M o9 webs.hal I have brad,g I natal I w per SCSI 4 �- j / BC D L 7.D PSF
A UPI]
I seta One3, 57 a oto, .s.ppl l Cabs e. Apply aces earn race cruse a w pool a on as show New*tl° DRW CAUSR7175 15317011
cM Jol nt Decal 1 s, unl ass noted ocher*se. Refer to draw,ngs 160A-2 for standard PI ate post ti ons.
Al pi ne, a di vi al on of 111:MA I di ng components Group Inc. ,hell not bar l /13/2015 BC LL 0.0 PSF CA-ENG BFR/GWH
drew;g, any fa+I ure to bus I d the truss I n conformance*th ANSI/TPI 1, o'rpfor(handl I ng,sh poi n °n rrom tni a OREGON
AN ITW COMPANY I natal 1 an ons brac+se of trusses.
• Ar..pe,1 an II'b•• 'INyg u°eth.a.°'�'N',"',.,"g owoo dI'�"'f,,,"!I 'nth�•eM•°°•�•'°••f of:«.Ithat nagiso.n,lo 9R"+n,20,tad° �� TOT.LD. 42.0 PSF SEQN- 352423
8351 Rovana Circle r•ro•rsI a I ley or the nut I a Dealbalm use of ens•drool for •trllplpr•I•the O
w eons par hi ANSI o`. ""''' L.D W W.N DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more+nrorm.0 on sae cm a J ob�a saner*
ALPINE: waw,al pi mei tw.tom: TPI: mw t notes page and these mob s+ w•s:
w hat.ors` "TCA' wine.abo+ ".try,tom; ' =safe.ors Renewal Date&30/1077 SPACING 24.0" J REF- 1VLK7175Z05
( 1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERI FY VERT FY, OR - I GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2
DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MY/FRS wi th addi ti onal C&C member
factors. desi gn.
Truss designed to support 1-6-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
cladding on one face, and 24.0" span on opposi te face. Top chord may bracing requi rements.
be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT.
No knots or other I umber defects al I owed wi thin 12" of notches. Do not Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per
notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the
Bottom chord checked for 10.00 psf non-concurrent bottom chord live length tabulated for 2X4 studs of the same grade.
I oad applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total 1 oad. Creep increase
factor for dead load is 2.00.
1.5X4 III
1.5X4 III
4 r— ri r
1-7-15
0-4-7
umms
7— ' +9-0-0
2X4(A1)= 1,5 4II
1. 5X4 III
3-10-8 Over Continuous Support
r
R=127 PLF U=57 PLF W=3-10-8
RL=27 PLF
Desi gn Cri t: I RC2012/TPI -2007(STD) ..e0 PRO
PLT TYP. Wave FT/RT=2% 0% /4 0 15.01. r 'a - SFS
( ) ( ) : 1 OR/-/1/-/-/R/- Scale =.5"/Ft. —
Truss Components of Oregon (503)357--)118 ....WARM NGI ea READ No NO TO ALL MOTES Oa nes ap. u �5 taG 'E��
825 N 4th Ave,Cornelius OR 97113 •°I Al TMs To ALL COMPACTORS IIa7Wlaa THE IaSTAUHIS. (�! 1,, TC LL 25.0 PSF REF R7175- 72832
Trusses reym re extreme care I n fabri cati ng, handl I ng, alt ppi ng, I natal I I ng antl braci ng. Refer to and fol I o., 19575 P
the I crest edit'an of SCSI eeui I ding Component Safety I nrora.ti on, by TPI and MA)for safety practi cea pri o r TC DL 10.0 PSF DATE 11/12/15
to performi ng these fu,cti ons. I natal I ars ahal l proal de temporary bract ng per SCSI. Uni esa noted othere se, , /1
top chord shell have properly attached structurN slrathl ng and bottom chord shell neva a properly attached //
rigid cal I I ng. wean ons shown for permanent lateral restraint of webs shat I have bract ng i nstei I ed per SCSI BC DL 7.0 PSF DRW CAUSR7175 15316031
A�, II N E .seri dna R3, e�or unl as spot l cthl r. e. Refery fI rets to wlna.k.of foray and rdal l to ps i tion an 1 /I 3/2015
U J IM Jot nt 3. 87 o, caul ass appd cabl e. sA. ia es drawl ngs at.of for standard pc pi son asst hl ens.
L� Al p1 nen a dl e1 Si an of I T.Elul I di ng Component.,roup I no. shat I not be response bl a for any de„1 all on from the s OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fat 1 urea to but 1 d the
AN ITW coMQ4NY I natal l o�i on A braci ng of trusses.
1truss 1 n conformance wi th ANSI/TPI 1, or for handl I ng. shi poi no,
"•n,20 191p NTOT, LD. 42,0 PSF SEQN- 350987
A sad w thea drawl rig a•cover pap•I I all no W a drawl ng. I nd1 canna ew•pba o•af pr•R•ai CII.1 ne "e
Nfl ",O 4
• 'immortal a 1 I q•e1 el y for the nod an whew. The v RASP 11 ty and 11•.of the•draw ng for ae'structure I aw ` . ,�/. -
8351 Rovana Circle r••paal W q 1 11 er en.w I a l e MAen•r par Nal/WI ,s...:. •' OUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformati on sae tui s j ob,s general notes page and these web sl tea: Renewal Date 6/30/2017
ALPI NE: maw al pi nen ha.cont; TPI: ww.tp net.org: OTCA: was.abet ndustry.cow: ICC: maw.I eesafe.org l SPACING 24.0" JREF- 1VLK7175Z05
TNI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - I
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors.
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
I oad applied per IRC-12 secti on 301.5. factor for dead Ioad i s 2.00.
1.5X4 III
4 r— r
1-7-15
—.01111111111111111111111111111111 I 0-4-7 L �j
�- 4_9-0-02X4(A1). : 1.5X4 III
3-8-12z
.E3-10-8 Over 2 Supports -›.1
R=170 R=159 11=3
RL=21
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) .0 PROF
FT/RT=2%(0%)/4(0) 15.01. ► S' . : 2 OR/-/1/-/-/R/- Scale =.5"/Ft.
T1uss Components of Oregon 503)357-:.118 "WARNING!••READ me Fg1LN AU.NOM ON,nils DRAIN MI 5 1
825 N 401 Ave,Cornelius OR 97113 eeINPGRFANF•• �ASII 7NIR DRAWING TO All CONTRACTORS INCLUDING THE INRTALLERG. (7` '�lC• �f TC LL 25.0 PSF REF R7175- 72833 _
Trusses reoul re extreme care 1 n fabri call,g, handl I ng, Chi poi ng, ,natal 1,n9 aM brae,ng. Refer to and fol 1 ow
19575 P T
the I.teat•tll ti on of SCSI (Bum 1 W ng Component Safety I nformetl on, by TPI and NTCA)for safety practl les pre or TC DL 10.0 PSF
perrormi ng these functl ons. Install ere anal I prowl de temporary bracing per SCSI. Unl dee noted other.,se. / DATE 11/12/15
top chord shall have e be M
properly atta.ed structural sheath,ng a.bottom chord shall w a properly attached t
rl gl tl tai I I ng. Lo V. ons slaw,for permanent 1 sterol rcacral nc bwebs ahem I have bract /
A LU M N I thcae
ons 83, B7 or 810, asa.'n•t'•!' P. •�' ' BC DL 7.0 PSF DRW CAUSR7175 15316030
app!I cabl e. Apply pl etas to each face of truss and post ti on as shown above and on 1 /132015
the Joi nc I4ta11 s, unl ass rooted ocherwl w. Rarer Co drawl ngs 160A-2 for standard pi Cts poli CI ens.
AI pi ne, a d1 vi si on of ITN Bud 1 d,,g Components group Int. ahem! not w response IN•for any devl all on from this OREGON BC LL 0.0 PSF CA-ENG CWC/CWC
drawl ng, any fel I gyre to OW I d the trues,n conformance mel th ANSI/TPI 1, or for handl 1 ng, shl ppi,g,
AN ITW COMPANY !natal I at1 on A brace ng of trusees.
Areaponnl e••I on bid•dfadni of o.n.f peg.Usti no w•drawl Inas tw onglma,l 9R"�N.20,+9� TOT. LD. 42.0 PSF SEQN— 350984
8351 Rovana Circle
.........4.11.,,,of on�=M'the
e,pa AIR/101 •••.Coln '"i°"'•of CM drawl �`°�'°^'°t"•'•�'» �L N VV DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I/form.on see u,s J ob.a general notes page non these web s!toe:
ALPI NE: *was el p,net tw.car TPI: mew,col nst,org: !MA: waw.sbcl,pastry.cost ICC: mew.I Gazers.org Renewal Date 6/3
Oeo1 T SPACI NG 24.0" J RE F- 1 VLK7175Z05
w
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Riverside Pin 2885 B Roof -- VERIFY VERIFY, OR - K )
Top chord 2x4 DF-L #2(g) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total Ioad. Creep increase
I oad applied per IRC-12 secti on 301.5. factor for dead I oad i s 2.00.
1.5X4 III
aI— 7
0-11-15
__L +9-0-0
►� 1.5X4 Ill
2X4(A1)m
Lc-1-6-0—.1
Ic--1-10-4- 2
2-0I0 Over 2 Supports
R=259 U=15 W=5.5" R=32 U=4
Desi gn Crit: I RC2012/TPI -2007(STD)
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. f r+' a Fs QTY:6 OR/-/1/-/-/R/- Scale =.5"/Ft.
T1uss Components of Oregon (503)357-118 "WARNINM as REPO MD FOLLOW Alt wits al nes maim �� REF R7175- 72834
825 N 4th Ave,Cornelius OR 97113 "IIFBRTANTYe FURNISH TM's DRAWING TO ALL CONTRACTORS INCLUDING THE INSTAL ERS. Ory �G NFFA OZ TC LL 25.0 PSF
Tresses recite re..creme ire I n fabrl cacl,g, handl 4 rig, she ppi ng, e,etal l l n9 and brace ng. Rarer ca ane Tal 1 v 19575 P
the I areae eel H on of ace' (Bal I dl ng Component safety I nfaraatl on. by TPI and RICA) for safety prawn cos pre a9 TC DL 10.0 PSF DATE 11/12/15
to perforce ng these Tenon ons. Install erre Meal I prove de temporary brace ng per SCSI. ad ass noted therwl se. F
r„,
—
ri p chord shall I have properly attached structural r permanent I ran re.g and bottom chord Men have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 15316043
cactionsB3. B7 ore 510, as�I mad aa. Apply pl aces to each racef of truss webs lard pose ti on I Neve e as shown above and on
er BCSI �t]�1 i
/�I1 o)[]^ I ,- the rot petal I a. hall was noted aelerw,se. Refer to drawl ngs 160A-2 for standard pl ate post to ons. 1 I I3�201 S BC LL 0.0 PSF CA-ENG CWC/CWC
A=1 I I u— ' �I Al ne, a all vl sl on 1 TW a dl ng Components croup I Mha11 not be response PI a for any den eel on from the s
drawl no, any fan I ore to bun I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, she ppl ng, OREGON
AN ITW COMPANY installation&bracing of trusses. TOT. LD. 42.0 PSF SEQN- 350991
A seal en this Oral Ila or Sayer wen is en ne this drool no. I eel sates aoeaptenee of profess!anal aryl marl a "1.a.20 1.44
'
remorse'W I I ty eel ely far to don on Wan. The eel tel 11 ty nm as of this oral no for ale.serwhre I s the
8351 RovanaCircle reopens' "f v.walana Designer per Ailslrnl +See. ROLI)W e N� DUR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nrormatl on see the s 3 ob•s general notes page and these eat sl tea, •
SPAC I NG 24.0 hn
ALPI NE: www.al pi nee ea.coo: WI: New.tot net.erg: RICA: we,semi edastry.mm: ICC: wee.I ocean..org Renewal Data 8/30/2017 J RE F- 1 VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115073--PARR FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERI FY, OR - J )
Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd IC DL=6.0 psf, wi nd BC
Webs 2x4 DF-L Std/Stud(g) DL=4,2 psf.
Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
factors. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
I oad applied per IRC-12 secti on 301.5. factor for dead 1 oad i s 2.00.
1.5X4 III
4i-- 1
1-7-15
__migiiiiiiilli
9 g-o-o li
1.5X4 III
2X4(Al)
m-1-6-0-mJ
3-10-4 1n12
.71
-4-0-0 Over 2 Supports H
R=316 U=1 W=5.5"
RL=30 R=137 U=1
Design Crit: I RC2012/TPI -2007(STD) _
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. ;i '`'-N •►•' • QTY:4 OR/-/1/-/-/R/- Scale =.5"/Ft. _
Truss Components of Oregon (503)357=-118 a;WARNI NGt••READ AND FOLLOW ALL
oN lI wool I Nsru�le. Ch 1 N
825 N 4ffi Ave,Cornelius OR 97113 C.
FURNISH s N�INo To ALL N Ft. '-/OZ TC LL 25.0 PSF REF R7175— 72835
-
Trusses rpul re extreme care 1 n fabrl call ng, handl 1 ng, Ohl ppi ng 1 natal 1 I ng .bract ng. Refer to and fol 1 o.
the I.tat.i tion of BCS, tad 1 di,g Component handl
I nferm.tl«h, by TPI and an for safety praeti cm pr1 a 19676 P 'P TC D L 10.0 PSF
/� to perfo ming these f a cti on,. I natal!lees ellai p wi Oe temporary Ory brad ng per SCSI. gni.,,noted other.a.. F DATE 11/12/15
cop chord shall have properly attached structural sheathe no and bottom chord shall have a properly attach. _
111777 r1«do.ss ea,e7 orroB10,as aopi I ns.orm for
permanent. Apps y pi ates't;ach faacefof truss and have tion as shown a a.a„' f� BC DL 7.0 PSF DRW CAUSR7175 15316033
A I I P1^ I Jol nt Detai 1 s, ess notes ocher.,se. Refer t drawl nes 160A-2 for sta.ard pl at pose ti ons.
I �I Ai pi nal a d,el sl on of ITN Sul 1 di,g Components Group l nc. shat I not be respon.i IN a for any de„i ail on from ihi a 1 /13/2015 BC LL 0.0 PSF CA-ENG CWC/CWC
AN ITW
dread ng, any fel 1 use t WI I d the truss I n conformance wl th ANSI/TRI 1, or for handl I ng, she poi,g. OREGON
COMPANY instal I.1 on&brace ng of trusses. '
�A ne.InIIt"iti«r°or w e..°�"w,W tide drool no, I th.....Ne�s�e of p.of...I.N.I .nyneer'ro 'lea. yIs TOT. LD. 42.0 PSF SEAN- 350989
a design shown. The eel e w 11 b and 1.e of Uhl a drawl ng for aro structure I.the 94'01..
20.19 G'f
8351 Rovana Circle r"P°da'w"ti of the Rol Idi. Designer per A2211 171 1 See.2.
C W W•N DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nrormati an see th,s J ob's general notes page and these web sites:
ALPINE: ram.al pi nel mm.tom; TPI: wdm:
e.tel net.erg: RICA: w...sbci ruetry.caICC: w..I c.a..org Renewal Date 613012017SPAC I NG 24.0" J RE F- 1 VLK7175Z05
(1115073--PARR TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS DI SUBMITTED BY TRUSS MFR.
FOREST GROVE -Ri versi de Pi n 2885 B Roof -- VERIFY VERIFY, OR - SJ1)
Top chord 2x4 DF-L #2(g) 120 mph wind, 18.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Connectors i ngreen I umber DL=4.2 psf.
(g) desi gned usi ng NDS/TPI reducti on factors.
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load desi gn.
applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase
factor for dead Ioad is 2.00.
4 r— R=50 U=5
11 18-7-13
0-11-5
—11 +18-0-0 L
R=28
2X4(A1)
L--1-10-3- 9
1-11-4 Over 3 Supports
r
R=86 W=5.5"
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) EO PROFS
FT/RT=2%(0%)/4(0) 15.01. ' 11 t `SiS'�0 OR/-/1/-/-/R/-
Tnlss Components of Oregon (503)357-2118 .7411N114 °•Brno Aro MUM. ALL aaraa aN nns aWalNat 1 C $cal a =.5"/Ft.
825 N 4th Ave,Cornelius Olt 97113 °'"""7"1►" ru"" nBs aW.1 m Au MIMI. la IBeuolNg THE LEIS 0 N ..Sb 9 TC LL 25.0 PSF
Trues requl re extreme car.1 n rapt,cats ng, handl 1 ng, chl ppi ng, 1 natal 1 i ng and brad ng. Refer to and fol I ave 18676 PREF R7175- 72836 _
the 1,Cast*di a on of BCSI (Bol 1 dl ng Component Safety I nformetl on, by WI and PTCA)for safety precis cas pri or
to performl ng rheas frctl ons. I nstel I arc.0.1 I provide temporary brad ho per BCSI, unl e.,noted attar d.., /t TC DL 10.0 PSF DATE 11/13/15
cop,bore,hall have proper!y attached structural snsacm ng and bottom,bora sMII have.properly attached /
I gl d cal I 1 ng. Loc.,ons shat,for permanent I Kern, re nt or,abs shat I have bra.ng I natal I ed per SCSI �- / BC DL
.4 rl �� seta ons B3, 87 or B10, as app,1 ubl e. App1 y pl aces co each race or truss and post a on as shown above any on 7.0 PSF DRW CAUSR7175 15317012
IL�0 I I cn.sol nc gate,I e. an1.,,„aced ocher,,,a. Barer w drawl,g,tsoA-z rot ece,m.ry pl ac.poel n on,. 1 /13/2015
l , Al pi n.. ,di vi al on of ITN Bui l di rg Components Group Ins. shall rot be reaponsi bl far arty Mvl atl on from tni s OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any Tai 1 urs to WI 1 d the truss I n conformance wi th ANSI/TPI 1, or for handling, shl pal ng,
AN ITIN COMPANY ,natal I as on c bra.,g of trusses.
A...i .n t l enol no or Cover pogo 11.tl no w.d.aa no, 1 nal e.w e9 "•xo.god° TOT.LD. 42.0 PSF
—
ra.pan.l bill by mil sly for taw...l on Inman. 711•.wtrl I1 of •d•l of or any anal .otlnear,ro ROAD a / SEQN— 352408
8351 Rovana Circle r••Pe11.1 a I i by of tae Bal I a no D..1 b.n.w of bill•drool no for . I•tile
..r Par NISI ,goo.:. DUR. FAC. 1, 15 FROM BB
Sacramento,CA 95828 For more I norma,on sae thi s J ob's general notes page any mese web sl ces: Renewal pat.e3oa017
`an"'�`g` """ " `°"nd""'y'`a"' ICC: Kew
`°•°r°erg SPACING 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Riverside PIn 2885 B Roof -- VERIFY VERIFY, OR - SJ2)
Top chord 2x4 DF-L #2(g) 120 mph wind, 18.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Connectors i ngreen IumberDL=4.2 psf.
(g) designed using NDS/TPI reduction factors.
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad
applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total Ioad. Creep increase
factor for dead Ioad is 2.00.
' R=102 U=13
4 1-- 11 +19-3-13 1
1-7-5
iA 18-0-0
_� R=72 U=5
2X4(A1)
==.--
L--1-11-4 >I< 2-0-7—a..1
Fe.3-10-3 Over 3 Supports
R=126 W=5.5"
RL=25
Desi gn Cri t: I RC2012/TPI -2007(STD) E0 PROPS
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. •.. 1 ` 'j OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon ((503))357-:.118 **WARN!MI••READ A/o FOLLOW ALL aBlEs OW vas mum NG! 0 e% CFA, O, TC LL 25.0 PSF REF R7175- 72837
825 N 4th Ave,Cornelius OR 97113 ••INPORFAM T• FURBISH THIS WAVING TO ALL CONTRACTORS I"Cool"°TIE I NBTALL[ae. 19675 P
Trusses regal re extreme car.I n febrl tail ng. handl 1 ng. shi ppi ng, I natal I Ing and braci ng. Refer to and fol I wTC DL 10.0 PSF DATE 11/13/15
the I.test etli el on of SCSI (BW 1 di ng Component Safety I nfornati on, by Tel and sTCA)for safety practi cos pri or ' %I
to performing these functl one. Install ars anal prowl de temporary bracing per SCSI. Unless noted otllerwi se. _
/-p chord shat I have properly attached structural ahsathi ng and bottom chord she11 have a properly attached
'} BC DL 7.0 PSF DRW CAUSR7175 15317013
rl gid cel 1 i ng. Locatl ons shown for permanent 1 at.ral rostral nt of Mabe shah I haw bract ng installed per BCS! 1 /13/2015
A 1��Ij N E theta ens B3, a7 or B10, as appl 1 othl a. 11pp1 y p1 rtes tc each face of for
and post ti on po shown above and on
the i n. Decal l a, uo ass noted i ng Com se. Rayer co drawl nes I not far stwdrrtl W ata nasi ti one. OREGON v BC LL 0.0 PSF CA-ENG BFR/GWH
Al pi re, a di vi sl on of I T1 Bol 1 di ng Components Group Inc. shall not be respoml bl a for any tlevi eel on from CM1I s
AN RTW COMPANYdnaG I lata oa brats ng otrusses.any
n buw he truss I n conformance th ANSI/TPI 1, or for Handl I ng, slim ppi ng,
IA&4/n.20,15# G,'r TOT. LD. 42.0 PSF SEQN- 352410
A seal en this droving or ewer page I I MI ng tills howl no. hellcats..ae.ytrds of professional engl n•a ng /
reopen'al 11 b eel el y for the deal P Sheen. The aW seb111 ty end toe of this Mariano for any structure I•the O` a
8351 Rovooc Circle reepmwl5111 ty of the Ba 1 a OW no Bone,per ANSI/WI I Sae.2. OUR. FAC. 1. 15 FROM BB
t
Sacramento,CA 95828 For more I nformatl on see thl a job's general notes page and these web sites: Renewal Date B13012017
n:
ALPINE: awn.el pi nal Cs.coTel: deo.tom net.org; BTCA: ewe.seta...eery.cow ICC: wee.i unsafe.org $PAC!NG 24.0" JREF- 1VLK7175Z05
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Ri versi de PI n 2885 B Roof -- VERIFY VERT FY, OR - SJ3)
Top chord 2x4 DF-L #2(g) 120 mph wind, 18.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere ii n roof, RISK CAT I I, EXP B, ori nd TC DL=6.0 psf, wi nd BC
Connectors i n reen lumber DL=4.2 psf.
9 (g) designed using NDS/TPI reduction factors.
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad desi gn.
applied per IRC-12 secti on 301.5. Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep increase
factor for dead Ioad is 2.00.
4 r— R=46 U=5
mi...-.11111.1E1I•, 18-7-13
0-5-0 -1-
_k_ ' 0-11-5
�— _� 18-0-0
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rh -1
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Desi gn Crit: I RC2012/TPI -2007(STD)
PLT TYP. Wave F _ - - .
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**WARN! ••Rem MO FOLD=ALL ON nu we 4(0) 15.01. . Fs� OR/-/1/-/-/R/- Scale =.5"/Ft. _
Truss Components of Oregon (503 357- 118 'c TC LL 25.0 PSF
825 N 4tL Ave,Cornelius OR 9713 ••t T " FURNISH TINS NG 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. 0�y aG t F�• REF 87175— 72838
Trusses read re extreme urs 1 n fob.earl ng, handl 1 ng, ehl poi ng, i no l 1 ng end brad ng. Refer to end fol 1 ow
the I=teat ng CI on of BCSI (Bud I dl ng Component Safety I nforwatl on, by TPI and MCA)for safety prdod<es ori or 19575 P TC DL 10.0 PSF
to perforM ng these fundi ons. I natal I or.shall proal de temporary bract ng per BCSI. IMI ems noted other.se. DATE 11/13/15
cop chord shad I have proper!y attached structural sheaths ng and bottom chord shall haw a properly attach.
rl gid cel I I ng. loco on show,for permeant f`e`el `ea`r'l nt of webs aha'I have br.cl ng 1 natal I.per BCS' (- ._ BC DL 7.0 PSF DRW CA0SR7175 15317014
A��O N sect)ons 83. al or u10, as app!1 cal.e. Apply pl rtes to each face of for s and posh l on as shorn above a.on
O . the Jon M Decal 1 s, nh, a ted her. A Refer to draw nags ace of truss
pl Doe no ti ons.
Al pi n, a dl al sl on of 1 TN Bud I di ng components Group I.. s.I I not w 1 13/2015 BC LL 0.0 PSF CA—ENG BFR/GWH
drawl ng, any fel I urs to bed 1 d the truss 1 n conformance w th ANSI/TPI 1,rorpfor'bhandl 1 a deal etl on From ihl a
AN ITW COMPANY I nate!I ea on a brad n Ore. nal ppl�, OREGON
g of trusses. r0 y v TOT.LD. 42.0 PSF —
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reopen..bell of w 2.11 a w'a w eti•��"°r�••�•'t"'•a'r•'••• •Q/ •�1F' DUR. FAC. 1. 15
8351 Rovana Circle tyn'Dmwl'nor per AN TN 1 Sm.2. ` R FROM BB
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ALPI NE: nee.al pl'al tm.con`ed TPI:sw.w.tpi net.erg: . ewe.. nd
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(1115073--PARR FOREST GROVE -Riverside PI 2885 B Roof -- VERIFY VERIFY, OR - SJ4)
Top chord 2x4 DF-L #2(g) 120 mph wind, 19.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 DF-L #2(g) anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Connectors ingreen lumber DL=4.2 psf.
(g) desi gned usi ng NDS/TPI reducti on factors.
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase
factor for dead Ioad is 2.00.
R=100 U=13
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RL=23
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PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01. ► ,':" • it c'e OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-)118 ee l Nal•we REPO me FOUL.ALL NOTES a no s maw .Q
825 N 4th Ave,Cornelius OR 97113 eeI1POR r... FURNISH THIS N�TO INCLUDING TE INSTALLERS. ��� �1G`I4 'q TC LL 25.0 PSF REF R7175- 72839
Trusses regal re extreme care in'abr.oatl ng, hang I ng, ahl ppi ng, I nstal I I nig ane bract ng. Refer to aed fol I w 19676P IP TC DL 10.0 PSF DATE 11/13/15
the 1 atest Rei tl on of BCSI (Sul 1 di ng Component Safety 1 nformetl on, by TPI aM IBCA)for safety praccl cos pri or ,
1• Co perfor.ng these fuacil ens. I natal l ere sMl I prowl de temporary bract ng per BCSI. len ass noted otMrW se, %, —
addlhil top cMrtl shall have properly attached structural sheethi ng ane bottom chord shad l have a prop.rl y attache BC DL 7.0 PSF DRW CAUSR7175 1531701 s
ri el tl cal l I ng, Locatl ons shown for permanent 1 I rostral nt of webs shall Mee bract ng I natal I etl per SCSI �-
A rn PIN sect).ons n 83, BT or Stg, es ote l cabl e. Apply pl rtes to each face of truss post tl on es l tl an. entl an
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AN ITW COMPANY 1 nstal 1.1.a bract ng of trusses. TOT.LD. 42.0 PSF SEQN-.I SIMewer.drawl no ar ewer p4u•I I. na tld.&nod no. !mimeos i e tM al..pe.n..of pretend art end marl na V `
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8351 Rovana Circle .' W.NII I ty of eh.ad ..
1dl,o Ora war p•..ANSI/TPI 1 S.e.2. "-O`& W a N� DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more 1 nformatl on see hIN a J ob•s general notes page and these web si tee: SPACING 24.0'.
ILLPI NE: w ,al p1 nal he.can; TPI: woo.tp wwsteeld
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Corina
MUNTE!-�N�� N�
CONSULTING ENGINEER
3204 NE 166°'Avenue I Vancouver,WA 98682
corinamPcomcast.net i 503 313-3011
Lateral Analysis
For
Walnut Ridge Lot 3—12825 SW 133rd Ave
Tigard, OR 97223
February 13,2017
41497 :PE
t r-
e' GON
•�2. v
MO"
Job No:15117
LIMITATIONS '
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT,WHO IS SOLELY
RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR
LIABILITY
TO
BE FOR ITEMS BEYOND THAT SHOWN ON ASSIGNED OENGINEER TO THE
THESE
Table of Contents
Design Criteria
Lateral Analysis
L-1 —L-14
Lateral Analysis
For
Riverside Homes—Plan 2885
Job No:15116
LIMITATIONS '
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT,WHO IS SOLELY
RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR
LIABILITY IS ASSUMED BY,OR IS TO BE ASSIGNED TO THE ENGINEER
FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS.
Table of Contents
Design Criteria
Lateral Analysis
L-1 — L-15
Corina
IMUNTEANL' NC.
CONSULTINGENGINEER
3204 NE 166th Avenue I Vancouver,WA 98682
corinam(alcomcast-net 1503-313-3011
STRUCTURAL DESIGN CRITERIA
Governing Code: 2012 International Residential Code (IRC)
2012 International Building Code (IBC)
Dead Load:
A. Roof 15 psf
5. Floor ...10 psf
C. Exterior walls .10 psf
D. Interior walls with gypboard each side 5 psf
Snow Load:
A. Uniformly distributed snow load ..25 psf
Floor Live Load:. 40 psf
Wind Load:based on ASCE 7-10 CH27 MWFRS Directional Procedure
A. 3 Second Gust Wind Speed V=126 mph
5. Importance Factor
C. Exposure 5
D. Topographical Factor .Kzt=1.0
E. Wind Directional Factor Kd=0.85
F. Structure classified as enclosed
Seismic Load—based on ASCE 7-10 Section 12.14
A. Mapped Spectral Acceleration for short periods.....Ss=1.0
5. Mapped Spectral Acceleration for 1 sec.period S1=0.34
C. Ductility Factor ..R=6.5
D. Seismic Design Category D
Foundation Soil Properties:
A. Undisturbed sandy silt per IBC 20012 Table 1806.2....Soil Class#5
5. Maximum vertical bearing pressure 1500 psf
Concrete:
A. 28 days design strength F'c 3000 psi
5. Reinforcing bars ASTM A615, Grade 60
011
Corina
MUNTEAN1c-
CONSULTINGIENGINEER Plan 2885
Job No:15116 By:CM
3204 NE 166'^Avenue(Vancouver,WA 98682 Date:Nov 2015 Sheet: L-1
corinamacomcast net 503-313-3011
SEISMIC DESIGN BASED ON ASCE-7-10
1617.5 Simplified analysis procedure for seismic design of buildings
1.2•Sps
SEISMIC BASE SHEAR V:= R •W (EQ.12.14-11 with F=12)
Ss mapped spectral acceleration for Ss := 1.00
short periods(Sec.11.4.1) from USGS web site
Ss mapped spectral acceleration for := 0.34
1 second period(Sec.11.4.1)
Fa Site coefficient(Table 114-1) Fa 1.1 Based on Soil
F4, Site coefficient(Table 11.4-2)
F := 1.8 Site Class D
SMS:= Fa•Ss SMS = 1.1 (Eq.11.4-1)
SM1:= F„•Si SM1 = 0.61 (Eq.11.4-2)
11.4.43 Design spectrum response acceleration parameters
2
Sps 3•SMS Sips = 0.73 > 0.50g
SEISMIC
2 CATEGORY
Sol —3•SM1 SDA = 0.41 > 0.20g D per Table 11.6-1
12 SDS WOOD SHEAR PANELS
V:= W R:= 6.5 Table 9.52.2
R
1.2.0.73
V:= •W V:= 0.135•W
6.5
12.4 Seismic Load Combinations
E:= 1.3•V (Eq.12.4-3 with redundancy factor=13 per 12.3.42)
WSD:= 0.7•E 0.7.1.3.0.135•W 0.123•W WOOD SHEAR PANELS
corina
MUN T AN
CONS U LTI N CI ENGINEER
Plan 2885
Job No:15116 Sy:CM
3204 NE 166°Avenue I Vancouver,WA 98682 Date:NOV 2015 Sheet L-2
cor,narnRcomcast net 1503-3133011
SIMPLIFIED WIND AND SEISMIC COMPARISON
WIND
7.4
11 psf
psf
Wind ease
Shear
Length L:= 52•ft
Height Ht:= 24•ft WIND:= L•Ht•(11•psf+ 7.4•psf)
SEISMIC WIND= 22963.2 lb
Fr + Wroof
F2 -' — Wfloor — Seismic
Wnral I
ease Shear
Aroof 52•ft•40•ft Aroof= 2080ft2
Afloor
:= 43•ft•40•ft AfIoor= 1720ft2
Wwa s 4.52•ft•20•ft Ww3115 = 4160ft2
SEISMIC:= (Aroof•15•psf + Afioor 15 psf + Wwaus•10•psf)•0.123 SEISMIC= 12127.8 lb
WIND GOVERNS DESIGN
1111111
canna
MUN I EANtI r‘!
CONS U LTI NCI ENGINE EP
Plan 2885
3204 NE 166`"Avenue 1 Vancouver,WA 98682 Job No:15116 By:CM
cnrinan(ehnt tcast net 1503-313-3011 Date:Nov 2015 Sheet L-3
WIND DESIGN IS BASED ON ASCE 7-10 CH 27 MWFRS DIRECTIONAL PROCEDURE
VELOCITY PRESSURE qz:= .00256•KZ•KZt•Kd•V2•I (Eq.6-15)
EXPOSURE
WIND SPEED(3 second gust) Vas:= 126 mph
IMPORTANCE FACTOR I := 1.0
TOPOGRAPHICAL FACTOR KZt:= 1.0
WIND DIRECTIONAL FACTOR Kd:= 0.85
(Table 6-4)
EXPOSURE COEFFICIENT 0'-15' KZ:= 0.57 qZ:= .00256•KZ•Krt•Kd•V3s2•I CI,= 19.69
(varies/height)
15'-20' KZ:= 0.62 qz:= .00256•KZ•KZt•Kd•V3s2•I qZ= 21.42
20'-25' KZ:= 0.66 qZ:_ .00256•KZ•KZt•Kd•V3s2•I qZ= 22.8
25'-30' := 0.70 q7:= .00256•KZ•ICA•Kd•V362•I qZ= 24.18
1
corina
MUNTEANtis
CONS ULTI NGI ENGI NEER
Plan 2885
3204 NE 166'"Avenue I Vancouver,WA 98682 Job No:15116 By:CM
corinamacomcasI.vet 1503-313-3011 Date:Nov 2015 Sheet L-4
WIND DESIGN IS BASED ON ASCE 7-10 CH 27 MWFRS DIRECTIONAL PROCEDURE cont.
WIND PRESSURE P:= cif G•CP G:= 0.85 Gust factor
CP pressure coefficient
AT WALLS For Working Stress Design Multiply WIND PRESSURE by 0.6 per IBC 1605.3.1
0'-15' WINDWARD P„,:= 12.4•psf•0.85.0.8 PW= 8.43 psf
LEEWARD PL := 12.4•psf•0.85.0.5 PL = 5.27 psf
15'-20 WINDWARD P,y:= 13.49•psf•0.85.0.8 Pb.,= 9.17 psf
LEEWARD PL:= 13.49•psf•0.85.0.5 PL= 5.73 psf
20'-25' WINDWARD PW:= 14.36•psf•0.85.0.8 PW= 9.76 psf
LEEWARD PL:= 14.36•psf•0.85.0.5 PL= 6.1 psf
AT ROOF
0'-15' WINDWARD PW:= 12.4•psf•0.85.0.3 PW= 3.16 psf
LEEWARD PL := 12.4•psf•0.85.0.6 PL= 6.32 psf
15'-20' WINDWARD PW:= 13.49•psf•0.85.0.3 PW= 3.44 psf
LEEWARD PL:= 13.49•psf•0.85.0.6 PL = 6.88 psf
20'-25' WINDWARD PW:= 14.36•psf•0.85.0.3 PW= 3.66 psf
LEEWARD PL:= 14.36•psf•0.85.0.6 PL = 7.32 psf
25'-30' WINDWARD PH,:= 15.23•psf•0.85.0.3 PW= 3.88 psf
LEEWARD PL:= 15.23•psf•0.85.0.6 PL = 7.77 psf
}
corina
MUNTEAN 'c,
CONSULTINGIENCINEER Plan 2885
Job No:15116 By:CM
3204 NE 166'"Avenue I Vancouver,WA 98682 Date:Nov 2015 Sheet L-5
carmantat-ow<ast net 1 503-3t3-3011
WIND DESIGN IS BASED ON ASCE 7-10 CH 27 MWFRS DIRECTIONAL PROCEDURE cont.
Assume
6.88
Cp-0.3 psi psf 0 := 35
17Cp_-0.6
8ft
9.17
6.1
psf psf
Mean Roof Height
18+ 22
= 20
2
Loads at Roaf roof-ave
Windward 3.44•psf•5.5•ft= 1822 plf
Leeward 6.88•psf•5.5•ft= 37.84 plf
Wall loads at upper level at main level
Windward 8.43psf•4•ft= 33.72 plf 8.43•psf 8.5 ft= 71.66 plf
Leeward 5.73•psf•4•ft= 22.92p1f 5.73.psf•8.5•ft= 48.71pIf
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corina
MUNTEAm2,N1( Plan 2885
CONSULTINCIENGINEER
Job No:15116 By:CM
Date:Nov 2015 Sheet L-9
3204 NE 166'^Avenue I Vancouver,WA 98682
romaRIe®corncast net 1503313-305
SHEAR WALL DESIGN Pdl
Pdl
Wdl
� I —" P 0 P:= wind
V:= seismic
L R=Holdown
Force
Based on 2012 IBC Basi Load Combinations 1605.31
0.6D+ W (Equation 16-11)
0.6•D + 0.7•E (Equation 16-12)
Overturning Moment: Mot:= P•h
(L)2
Resisting Moment: Mr:= (
0.6 W + Wwail '2 + 0.6•Pdi•L
di
Mot— Mr
Holdown Force R• L
corina
MUNTEANtIN(
CONSULTINCIENCINEEN Plan 2885
Job No:15116 By:CM
Date:Nov 2015 Sheet L-10
3204 NE 166'"Avenue I Vancouver,WA 98682
corinam®a corncast net 1 503-3!33011
Left Elevation Exterior Wal Is
Second Level
Wind Force P:= 2260•Ib P= 22601b
Length of wall L:= 5•ft+4•ft+ 19•ft L= 28ft
P
Shear v:= — v= 80.71pIf A
5 Mot= 3228.57 Ib ft
Overturning Mot:= P•8•ft28
Moment
(5•ft)2
Resisting Mr:= 0.6.(15•psf•2•ft+10•psf•8•ft)• + 0.6.600•Ib•5•ft
2
Moment Mr= 2625 Ib-ft
Mot— Mr
Holdown = 120.71 lb
Force
5•ft
Main Level
Wind Force P:= 4660•lb P= 4660 lb
Length of wall L:= 14•ft+ 10•ft+ 8•ft L= 32ft
P
Shear v:= v= 145.63p1f 5
8 Mot=10485 I b ft
Overturning Mot:= P•9•ft32
Moment
(8 ft)2
Resisting Mr:= 0.6.(15•psf•2•ft+ 10•psf•17•ft)• + 0.6.800•Ib•8•ft
2
Moment Mr= 7680lb.ft
Mot— Mr
Holdown = 350.63 lb
8-ft
Force
coring
MUNTEAN��N(
hil
CONSULTINC�ENCINEER
3204 NE 166'"Avenue I Vancouver,WA 98682 Plan 2885
Job No:15116 By:CMDate:Nov 2015 Sheet L-1 1
corinam.[aalconn ant net 1503 3 303
Front Elevation Exterior Walls
Second Level
Wind Force P:= 2373•Ib P= 2373 lb
Length of wall L:= 3.5•ft + 3-ft+ 3.5•ft+ 3.5•ft L= 13.5 ft
P
Shear v:_ v= 175.78plf B
�
3.5 Mot= 4921.781b ft
Overturning Mot:= P•8•ft13.5
Moment 2
(3.5.ft)
Resisting Mr:= 0.6•(15psf•4•ft+ 10•psf•8•ft)• 2 + 0.6.600•Ib•3.5.ft
Moment
Mr= 1774.5lbft
Mot— Mr
Holdown = 899.22 lb
Force 3.5•ft MSTC48B3
Main Level
Wind Force P:= 2988•Ib P= 2988lb
Length of wall L:= 2.25•ft+ 2.25-ft.+ 1.5-ft+ 1.5-ft L= 7.5ft
2.25.3.5 = 7.88
P v= 398.4 p If D
Shear Wind v:= �
2.25 Mot= 7063.63lb•ft
Overturning Mot:= P•7.88•ft•
7.5
Moment
(2.25•ft)2
Resisting Mr:= 0.6.(15•psf•4•ft+ 10•psf•8•ft)• + 0.6.800•Ib•2.25•ft
2
Moment
Mot Mr Mr= 1292.631b•ft
Holdown = 2564.89 lb
Force 2.25-ft
HITS
}
corina
t.
MUNTEANtir,
CONSULTINGIENGINEER Plan 2885
Job No:15116 By:CM
3204 NE 166'"Avenue I Vancouver,WA 98682 Date:Nov 2015 Sheet L-12
COcinar,Womcest.net 1503.3!3 30,1
Right Elevation Exterior Walls
Second Level
Wind Force P:= 2260•lb P= 2260 lb
Length of wall L:= 8•ft+ 5•ft +4-ft L= 17ft
P
Shear v:= — v= 132.94plf A
4
Overturning Mot:= P•8•ft•17 Mot= 4254.12lb•ft
Moment
(4•ft)2
Resisting Mt.:= 0.6•(15•psf•2 ft+ 10•psf•8•ft)• 2 + 0.6.600•Ib•4•ft
Moment
Mr= 19681b•ft
Mot- Mr
Holdown = 571.53 lb
Force Oft
Main Level
Wind Force P:= 4660•lb P= 4660 lb
Length of wall L:= 15•ft+ 8•ft+ 3.ft L= 26ft
P
Shear v:= — v= 179.23plf B
8
Overturning Mot:= P•9•ft•— Mot=12904.62Ib.ft
Moment 26
(8•ft)2
Resisting Mr:= 0.6•(15•psf•2•ft+ 10•psf•17•ft)• 2 + 0.6.800•Ib•8•ft
Moment
Mr= 7680lb•ft
Mot- Mr
Holdown = 653.08 lb
8•ft
Force