HomeMy WebLinkAboutPermit Building 2018-09-11 (2)SPRINGfIELD
,b
OREGON
Web Addressr www.spnngfield-or.9ov
City of Springfield
Development and Public Works
225 Fifth Street
Springrteld I OR 97477
54r-726-3753Building Permit
Residential Structural
Permit Number: 81 1-18-001 978-STR
IVR Number 811004915731
Email Address: pe.mitcenter@spnn9fi eld-or.9ov
Permit lssued: September 11, 2018
Category of Construcuon: Single Family Dwelling Type ot Work: Repair
Submitted Job Value: $46.000.00
Descdption of work: Fire restoration/repair - Replace trusses only structural issues-No INSPECTIONS waiting fo. plans to be
submitted
JOB SITE INFORMATION
Worksite addrsss
611 1gTH ST
Springfield. OR 97477
Parcel
1703361212900
Owner:
Address
AYRES CHRIS
29974 H\MY 9S W
CORVALLIS, OR 97333
LICENSED PROFESSIONAL INFORMATION
Business name
XXL INC - Primary
License
ccB
License number
109867
Phone
54 1-7 47 -5413
PENDING INSPECTIONS
lnspection
'1999 Final Building
'1260 Framing
1430 lnsulation Wall
'1440 lnsulation Ceiling
lnspection group
Strucl Res
Struct Res
Struct Res
Struct Res
lngpecfon atatua
Pending
Pending
Pendang
Pending
SCHEDULING INSPECTIONS
Various inspections are minimally required on each prolect and often dependent on the scope of work Contact the issutng
jurisdiction indicated on the permit to determine required inspections for this project
Schedule or track inspections at www.buildingpermlts.oregon.gov
Schedule by phone call 'l-888-299-2821 use tVR number: 8i iOO49l5731
Schedule using the Oregon ePermitUng tnspection App, search "epermitting,, in the app store
Permits must be posted in clear view on the worksite. Perltlits expire if work is not started within 1Bo Days of issuance or if work issuspended for '180 Oays or longer dep€nding on the issuing agency,s policy_
All provisions of laws and ordinances governing this type ofwork will be complied with whether specified herein or not. Gran ngof
a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating constructionor the pedomance of construction.
ATTENTIoN ' CALL BEFORE YoU DIG: oregon law requires you to follow rulss adopted by the oregon Utility Notification center.Those rules are set forlh in oAR 952{01.oo'lo through oaR 952-oo1-oo9o. You may obtain copies ot the rules by ca[ing the center at(877) 668-4001 ordial 811.
All persons or entities performing work under this permit are requircd to be licensed untess erempted by ORS 70 l.0.t0(StructuraUMechanical), ORS 479.540 (Etectricat), and ORS 693.OlO{20 (ptumbing).
Pnnted onr 12rl13 page1 ot z sld_auildrngPerm _pr
TYPE OF WORK
Pe.mit Number: 81 1-18-001978-STR Page 2 ol 2
Fee Des€aiption
Technology Fee
Structural building permit fee
State of Oregon Surcharge - Bldg (12olo of applacable fees)
Page 2 ol2
Quantity
Total Fees:
Fee Amount
$29.60
$591.90
$71.03
$692. s3
std-BuildingPemit-Pr
PERMIT FEES
Structural Permit Application
l:5 Fiffh Sr,rr . spm8licld. OR 97,177. PlkJll 17:6-1751 . [{X(5Jl r?16':1589 k-*H
dt I nttut-A1 ,oN - l14YL Ac€ €Xut(ryt'
D/Ltruave
F(/AC - {,
.U:r"A urit " t ''-{- t*o'FJr il}r G+-T^* ;i* ]r..-r..,-.,n-.J3J ti^'\'' t
\
DEPARTi,IET,IT USE ONLY
I'cr )rI no lh b l1?8
Date fi l{r l{)
This permit i\ isrurd ulder OA R 9l ti{60-0030. Permits (rpire if $ ork i\ not starled ri iahirl I tt{, drt s of i!.lusncc r}r if rrork is
rurpendcd for 180 darr.
FEE SCHEOULE
l. Velurtion irform.tion
(a) Job de*-riptioo: FtAf t-eeaA-
()(.lulinc\
Construction npc
I b|a
Co\( pcr squale fml
()thcr lnfomution
T!p. of Iltr.
Lner(r P.th
E n"" Elaltcratr,,n ! addirion
(b) Itundarnn-only pcmrx.l ElY.s ts x.
'to.rl rrlurtioh:s {6, uu.:
2, Building fee3
(a) Permil ld (us. \'.lu.xon tahlc)S
(b) lnl'(\tillhlc le. (equll kr l:al)s
(c) Rcinspccrion (S pcr hqrr)
(number o[ hours x fee t.-r hour)s
(d) Ilntcr I29d riurchai8c (.12 x l2a.2b-2cl)\
(e) Sublolil of fees rbore (2r lhrough 2d)s
J. Plrtr rerien fees
(a) Pllln rE\ i€la (650,0 r p..rmir ll:c []al)
(b) I'rc .nd liti saletv (650, r pcmrit lte [!a]t 5
(c) Sublolil of fees rbore (3r ird lh):!
,1. l\lirccllereous fees
(a) scismic t... l% ( 0l x pl.rnrir lec []al)
(b) Tr'ch li.c. 50o (.05 x p€rmit l'cc[2a]+PR ti'e l.rcl)!
J0-t,\1. feer rod surch.rg€s (2€-+Jc-.lr+t )
/)e^o " a-4 a-Po rt7
f rzn.nt ^lG - -ftLt4 J t{)?€tvt /t aus
E LE<:-(/LILAL ' 1L€YJ tiE / mfle'n-f
p t .., tr tl |tt G - le€fl| t2 € x tJrt /Y G
FAEL,)
,,4
LOCAL GOVERNMENT APPROVAL
This projccl bas final lanrl-use approval
Signiurc:Datc
This project has DIQ appror al
Si8natwe:i):te
Zoning approlal lcrilicd: I Ycs E No
Propeny is *irhin lLxxl plain: IYes OXo
CATEGORY OF CONSTRUCTION
j!ne,rrentrrt ! Golemrncnr E Conrnrcrcral
JOB S]TE INFORTIATION AND LOCATION
Joh sitc address 6tt ti'ta fi.
cn.\: Sfet ^/C f t€LD sane: 0P-zn,77t77
'[axtnt: / 7-oJ- 7b l]"l2tc,
PROPERTY OWiIER
N.rne: 4Y R-€ S . c-Hel J
^ddress: 2717 '/ H L,r)/ 7 ? L\/
ciry: (o|LVALL I t srarc: O2-z|,.?73j)
Phone: 5?/- 337- 9217
I {ll'l
Buildint Ouner or ()$rrcr's ageni aufionzing this applicalion
sigtacn. '--Q;--
E rus instattaridsLing mad. on r.sid$rial or tarD, propen! o$ftd b\
me or a member ol my imrnediar. family. md is cxempt frorn licc'rrsing
rtquircr!.nts undcr O&S 701.010.
CONTRACTOR II{STALLATIO
XXL / NC
trddt(ljs j'77 | dY'+tAc J7
cit,: 5f f LD Statc: OA 7-tP, ? 7.t
Prlone:s'tl-l(7 - t''/13 t^*,sLll -7tN-o!7t
,44 CO
CCB /01 6't
eI'ru,l @ SmB
letre Jeut-
Srgnntur€
INFORMATION
((Bl.lrers€#Phooe:umb.r
lll.ctri.nl
bo,: e Paru et- €lEc /tt,t(J 5,.tt- q),1
5coo
l'lumbins
\lerhnuical
l.a\r €'.lired 5-5-:017 ltroncs
CrrY oF SPRTNGFTELD. oRECoN
suMilision:
lax
s
II
I
I
MiTe
Re: 2598-18
McKenzie Taylor
MiTek USA, !nc.
7777 Grcenback Lane
Suite 109
Citrus Heights, CA, 956'10
Telephone 916/676-1 900
Fax 9'16/676-1909
The truss drawing(s) referenced below have been prepared by MiTek USA, lnc. r.utder my direct supervision
based on the parameters provided by Relco Rool
Pages or sheets covered by this seal: R55984661 thru R55984663
My license renewal date for the state ofOregon is June 30,2019.
G IN
86809PE
OBEGON
Y ',0
19
October 30.2018
Komnick, Chad
IMPORTANT NOTE: Truss Engineeas responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPl-1, Chapter 2.
2598-18
Ttuss
]AlG
Common Supponed Gable
Qtv
2
I trtcr,en ,e ravror
Reco Roof and Floor. nc Haffisburg OR-97446
100
I 220 s Ocl 6 201 I Mllek lndustries, l.c Tle Ocl 30 09 44.07 2a1A Pege 1
lD XrYoVlN2T UzXizxPdANwBtyOG50 b!uRl0OrOJpSPYonBkxh9N9SePuhdqcn3kwSzqyOG5M
10{1-0-0
2
1,1 0-0
t4-0 0
4 0a i12
38 37 36 35 34 33 32 31 30 29 2A
2a{{
14 0,0
15
26 25 21 23 22
t3
-J
21
, 2444 _
28-G0
Plare oifsers (x.Y) [27:G]0.G]01
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
25.0
7.O
0.0 '
10 0
SPACING. 2.GO
Plale Grip DOL 1.15
Lumber DOL 1.15
Rep Siress lncr YES
Code tRc201s/TP12014
OEFL.
vert(LL)
Verl(CT)
Hotz(CT)
in
000
0.01
0.00
(ioc)
21
21
2A
^lt 12On/r 90
PLATES
MT20
GRIP
185h48
REACTIONS. All beanngs 28-G0
(b) - Ma( Hoz 2=42(LC 8)
Max Uptfi A[uptifll00tborlessarjoin(s)2,31,32,33 34, 35, 36, 37, 38, 29 2a,27,26,25,24,23
22.20
Max Grav Allreaclions 250|b or less atiolnt(s)2,30,31,32,33 3 35,36,37,29 24,27,26,25,24,
23, 20 excePl38.268(LC 17),22=268\tc 1a)
FOECES- -(lb)- Mai; 3cl;,lrax. Ten. -Allrorces 250 (lb) or less exceplwhen showl
r.{otgs: - -
1)l-i1'a;a'r.ed rool lire loals ;ave been lonsic€red for this design
2)14,i!tr ASCE 7-1 oi VuE= 12dmph (3-sjr9!(gr:0 Vasd=gsmph: TCDL=4.2psfi BCDL=3.opsli h=2si cat. lli Exp Bl Enclosed
MWFRS (envelope)i canlilever leff and right e)rposed i end verlic€l leff and nghl exposedi Lumb€r DOL=I 60 plaie grap OOL=1-60
3Dn ! (esigned for wind_toads in the ptane of$e truss only. For studs exposed lowind (normalto the lace), see Standard lnduslry
Calle End Details asrH,lc€ble, or consuhqualilied building designer as perANSuTPl 1.
4)Allolaies arc 1.5x4 MT20 unless olherwrse 'nd'cdeds:da6l. ieturres co:r jl,j.jrs ootrorr cn:'i Seair:g
6) G?Dle slods sPaced at ?-4-0 oc.
7LTJE l'uss has been dEslq-dd ior a 13.? !g bclom chord live load nonconcunent with any other live loads
B) "Tnis;uss has been designed for a ive lo{d of 20.0pslon the bottom chord in allareas where a reclangle 3-e0tallby2_0-0 wide
wifi ft [elween the lrttom $ord and af,iother members
9;A 66.e rating redd"o.r .)ral% has be.r.aPFlr.rd for the green lumber members.
1O),Pro1/r.le mechan ical connedlon (bytthgrs) orlruss io beanng plale capable ofwithslanding 100 lb !plifl al join(s) 2, 31, 32, 33, 34,
, 35, 36,€7, 38, 29,-28,-2,- , 26, 25, 24,23. 22 20
LUMBER.
TOP CHORD
BOT CHORD
OTHERS
2X4 OF No.1&8trG
2X4 OF No.1&ar G
2x4 HF Stud/Std
BRACING-
TOP CHORD
BOT CHORD
Strucluralwood sheathing directly applied 0r 6-+0 oc pudins
Rigid ceiling directly applied or 10-0-0 oc bracing.
OBEGON
Weight: 132|b Fr = 20%
v ,0
cst
TC
BC
i.iatrx S
007
0.05
004
M.K
MiTek
riiLwaanNe - v.flf a,{qn D,Emtrs d READ NofEs oN fBts aM ltrcuiDEDtttfEx REFERENCE PAGE 'fr'717' N- t0/ou2015 BEFoRE USE'
o€siqn 6tid ror 6. onty wirh Mireko 6nnedo6 This desion i. based only upon par.m€leE shown, and is ror .n individuo build n0 @mpoi.nr nol
a rru:s *rem. scro* *. ma o,rrd,na desener mus wnry $e spprkzbiriy or des(rn p.Eru!.6 and plopert ncorpoEr€ rhis d*bi inro rr'. overar
buidnq a6qn B6onomd'@led s6pre;db( fsormdividuart nrv addt oiartempo,rv and pemn'ir bmd'o
E,t,; Eq-,red torsGbrr y droprcvent@rapsevirhpossibrop€Eonarin,uryandprcpedvdamase Fors.n.rurqudaneesadnqrhe
r.bridion. sroEse d€livery, e€d Axs[rP! gu,rit cdcna, osB.e .nd Bcsl Buildins compon.nr
sd€ry hromati;. aEilab a fi.m Itoss Prale lisritde, 213 N. Lee sher suite 312. Ale
EXPIRES: 06-30-2019
October 30,2018
t
l*o ^**
2!!{
I
19
I;ll 21
L
2594,18
Qlv
2A 1
Job Referen@ (oolional)
R55984662
Relco Roofand F oor lnc, Hansburg. OR 97446,8220 s Ocl 6 2018 l4iTek lndlstries. tnc TueOct3009:48082018 Page 1
lD XTYoWN2T UzXizXPdANwBjyocso-3sSpyMPdgcxJlibziSSwibixwp4bMB3xlOlhVGyOG5t
1,0-010{14 0{6t2 2800
1,0-0
4oaL,
t'1;
I I
10{ 0
Plate Oflseis (X,Y)- 12:0-G10.Edqel. 16 GG1o.Edoel. 18 0-4-0,G3-41
SPAC|NG. 2-O-O
Plaie Grip DoL 1.15
Lumber DOL 1 15
Rep Slress lncr YES
Code lRC2015/TP12014
cst.TC 0.€BC 0.54
r /B 0.39
OEFL.
Verl(LL)
Ved{Cr)
Hotz (Cr)
in (loc)
-0 19 9-12
-0 67 +12011 6
>999
>503
Ud
240
180
LOADING (psf)TCLL 25.OTCDL 7-OBCLL O,OBCDL 1O,O
LUIIllBER.
TOP CHORD
BOT CHORD
WEES
2X4 OF No.1&Blr G
2X4 OF No I &Blr G
2x4 HF Stud/Sld
PLATES
I"1T20 185/148
\Jtsiohl: 103lb Fr = 20%
REACTIONS llblsize) 2=124OlO-3-4, 6=124OEyA
lrax Holz 2=a2(LC 8)
Max Uplifl 2:122(LC 4), 6=-122(LC 5)
FORCES. (lb),Max Comp /rvax. Ten. - Allforces 250 (lb)or less except $tren shown
TOP CHORO 2-3=-2A371247, 3-4=-24471199, +5=-2447/199, 5-6=-28371247
BOT CHORD 2-9=-22012659, 8 9= 87/1768, G8=-'185/2659WEBS +8=-55,760. t8:569/1 36. 4-9-55,t160. 3-9=-569/1 36
BRACING.
TOP CHORO
aoT cHoRo
Slrucluralwood sheathing d rect y applied or $4-6 oc purlins
Rigid c€iling direclly applied or 1GGo oc bracing
D
NOTES.
1) Unbalanced rool live loads have been considered forthis design.
2)Wndr ASCE 7-10i Vult=120mph ($second gust) Vasd=gsmphr TCDL=4.2psf; BCDL=3.opsf: h=25fli Cal. ll: Exp Bi Enclosedi
MWFRS (envelope)t canlrlever leff and righl exposed ; end vertcd left and right exposedt Lumber OOL=1.60 plate grip DOL=1.60
3)This truss has b6en designed lor a 10.0 psl botlom chord lve load nonconcunenl wilh any other live loads.
4)'This truss has been designed lor a live load of 20.0psfon the bottom chord in allareas where a reclangle 36-0 tall by 2+0 wide
willft b€twe€n lhe bottofi chord and any olher members.
5) A plate rating reduclion of 20% has been applied for the grcen lumbe. members.
6) Provide mechanica conneclion (by others) of truss lo bearing plate capable olwithnandinq 100lb upm al joint(s) excepl (tl=lb)
2=122, 6=122.G
86809PE
OREGON
Y ,0
'(
EXPIRES: 06-30-2019
October 30,2018
Lwtnrre - vat ao&, p.,.-tn uDED TErREFEIETICE PA(E
DesOi 6rid ror us€ onry wrn M .ro @.n.do6 This desisn b ba*d only upon paamlcE shom, lnd B tor .n hdivldu.l buib.g dmpo..d, nor
rldh! d.stgner mu$ wniy ft€ appliEbility ofd6Qn p.Emt€6 .nd slFdy in@rpo6l. rhlt d6iqn ido rh. ov.6ll
blirdinsdesion AEo.o i.dicr.d islo pEwnr bucklinq orindivi,url trssreb and/orcnod d..nb.6 Mly Arxlilion.llmp.cry.nd p.mnenl b.acinq
is arvaF cquiEd lor si.bliy rnd ro prewnr olrap6e wftn po$iblc peBnsr iiju,y ..d pmFiy damo. For c.^.EI culd..o E!.ntag lnehb,t li!n, srocs., d.riwry .adio lnd bradns ot rtos* and t !s synem, * At{sUIPrr ourtt Crli.rL, OSat9 .nd BCSI Aui|dhs cmpoftds.rcty lnlom.ton .6'r.0r. ,rotr L Sutu 3 r 2. Ahdnddt vA zl l,t
ttt
MiTek
l
d7-2
2594-14 GABLE
Re(o Roofano Fl@r.l.c Haiiso-r! OR 9,r4b I220 s ocr 6 2014 Milek lndustries, lnc lue oc1 30 09 48 09 2018 Page 1
lD X.Yo\ /N2T UzXi2XPdANwBjyOGscX3oBAiQFw3AlsAAGgzgEoFECOqssl4X2PEl yOG5K
olv
l l
.lob Reference ro.r onall
A3ST
6',|-2
I
20-T 2
dl2
2400
1]] 0
2
MT 1 5x3ON EACH FACE OF BOTH ENDS OF UN PLATED
MEMEERS OR EQU VALENT CONNECTION BY OTHERS.
40a P
I;
3
r0.! 0 10-0-0
Plqle Olrsels (x,Y) [2:0 0 lo.Edoe] I6:GG1o.Edoel. 18:0-4-0 0 3 41
LOADING (ps0TCLL 25.0TCOL 7 0acLL 0.0BCDL 1O,O
LUMBER.
TOP CHORD
BOT CHORD
WEBS
OTHERS
2x4 OF No.1&Bt G
2X4 0F No.1&Blr G
2x4 HF Stud/Sld
2x4 HF Slud/Std
SPACING- 2-O-O
Plale Grip OOL 1.15
Lumber OOL 1.15
Rep Stress lncr YES
Code lRC2015/TP12014
csr
BC
0.48
0.64
0.39
PLATES
Mr20
GRIP
185/148
Weight: 1 52 lb FI - 2ooh[4atrx-MS
REACTIONS (lb/size) 2= 1240/0-3-8, 6= 1240/0-3-8
Max Hoz 2=42\LC 8)
Max Uptil 2=-122(LC 4), 6=-122lLC s)
FORCES. (lb)- [4ax. Comp./Max. Ten - Alllorces 250 (lb) or less exceptwhen shown
TOP CHORD 2 3= 24371247. 3-4=-24471199, +5=-2447h99 *6=-24371247
BOr C FtCe) 2-9:-a?C:23.-9, a-9--A7117 68, G8=- 185/2659
\ ^:BS ,l-8= 55/7605-8-569/136. 4-9-55fi50. 39-569/ 136
NO;E+ - ,
1)l!lalanced rool livdl6ads fiave beee io3s.ld9:ed for this desisn.
2)Wnd ASCE 7-10i Vuli=120mph (lsecond gtr,l) Vasd=gsmph; TCOL=4.2psfi BCDL=3 opst; h=25n: Cal lli E)(p B; Enclosed;-t vrFrai lenvelope); cantilever len 3nd righl elDosed ; end vedical lefi and ight exposed; Lumber OO1.1.60 plate gnp DOL=1.60
3) T:Lss designed for wi.al.rds in the plane ol lhe truss only. For sluds exposed to wind (nomal to the face), see Standard lndunry
Gable End Oetails as applicable or consun oualitied building designeras perANSlrTPll
4)-6a6la StJds spacer?r- r-4-o oc.
5)Tnis trusr has been desEned lor a 16.0 psr bottom chord live load nonconcunenl wth any olher live loads6),'luttruss has been de-si'gried lor a !v:53C.C 20.0psfon the bottom chord in allareas where a Gctangle 3+Otallby 2 GO wjde
willft l,€tween ihe bottom chord andrrny c$er members.
7) A plate_dting reductjon ol24% has begn'spplied folthe green lumbermembers
8)-E,cJUemechanic-ljG.<ron(byoi\-r-)-ral.usstobeanngplatecapableofwithstanding100lbupliilatjolnt(s)excepl(t=lb)
2=12?.6=122.
BRACI'.IG.
TOP CHORO
BOT CHORD
Structuralwood sheathing dircclly applied or &4-6 oc pudins.
Rigid ceiling direclly applied or 1trGo oc bracing
INE
9PE
OREGON
v ,0
EXPIRES: 06-30-2019
October 30,2018
OEFL.
Ven(LL)
Vert(cT)
Hoz(cT)
an
-0.19
-0.67
0.11
(oc)
947
+47
6
>999
>503
Ud
240
180
LwtF/Mxe- v.ta.aco p rc.dnErD xorEs ox r}ds,fl) tucun]ED,,/.fEt< REFERENCE PAGE r$f.n N. h/o12o1s EEF'RE trlLEbsign6lidtol!s.onlywilhM.r.monnedmThisdesignisb3-donlyUponpa€rei€Eshom.aialrusssysr.mB.ror.u3.lh.blird.odesiqn€rmuslwrryrheappriebiriryotd.sonr€€Me6Endpr.p.dy'ncooo6r.lihd6isnidorh.ove€t
buirdin! d.sEn 36cii9 iididt€d is io pft6d bu.uino or individua tusmb sndlorcnod memb.6 oit Add tuon€ r r.mpor. ry ..d pemnent br cji9
ro pcwit 6!bp6e wih possrbr€ pe&nar injury .nd pmFliy d.ms€ For o.n.d cu'a.ie re!.din0 rh.
fabric{lrn, sloa!., d.riv.ry. .rcdion and b.idns or lru$6 and Irus srslero. *€ ANsyrpx our,ty crh..L. osBag ..d Bcsl Boirdinq cmpo*s.ldy rnromrrcn ,2r3 \.Leeslreetsuie rr2 ar
riiMiTek
29{.O--------,1ll
5
,/
) < 11n'
Symbols
o -1r ""
Center plate onloint unless x, y
offsets are ind cated.
Dimens ons are in ft-in-sixteenths.
Apply plates to both sldes of truss
and fully embed teeth.
This symbol indicates the
required direction of slots in
connector plates.
'Plats location dotails availablo in MiTek 2Ol20
softwarc or upon request,
PLATE SIZE
For 4 x 2 orlentation, locate
plates 0- r/,d' from outside
edge of truss.
The first dimension is the plate
width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
4x4
LATERAL BRACING LOCATION
lndjcaied by symbol shown and/o.
by text in the bracing section of the
outpul. Use T or I bracing
if indicated.
BEARING
lndugtry Standards:
ANSI/TPl1: National Design Specification for Metal
Plate Connected Wood Truss Construct onDS8-89: Design Standard for Bracing.BCSI: Building Component Safety lnformation,
Guide to Good Practice for Handling,
lnstalling & B.acing of Metal Plate
Connected Wood Trusses.
III
II!I
Numbering System
2
TOP CHORDS
BOTTOM CHORDS
7
,A Gqnqral Safety Notes
| 64-8 ldimensonsshowninft-in-sxteenths(DrawLngs not to scale)
Truss bracing must De designed byan enganeer. For
wide truss spacing, individual lateral bra€€s lhemselves
may require bracing. or allemative Torl
brJc,nq il,ould're considered,
3. Nev y e :c )ed tl 6 design loading shown and never
stac" m"terials Jn l,radequately braced trusses.
4. Provide copies ofthis lruss design to the building
designer erection supervsor, property ownerand
allother interested pan es.
5. Cul membeG to bearllghtly againsteach olher.
6. Place plates on each tace o, truss at each
joinr and embed tully. Knots and wane atjoinl
locailons arc requlaled by ANSYTPI 1.
7. Design assumes trusses wlll be suilably protected from
the environmenl n accoro wrth ANsl/TPl 1.
a. Unless otheMlse noled. rnosture contentollumber
shallnoi exceed 19% at tme of fabication.
UnLess expressly noted, this design is notapplicabe for
use with nre relardant prcserualive trealed. orgreen lumber
3
E
o&oIO
0_of-
oEoro
0-oF
8 6 5
JOINTS ARE GENERALLY NUIVBERED/LETTEREO CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUIMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC ES Repo(s:
ESR-131 1, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397 ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPl 1
section 6.3 These truss designs rely on lumber values
established by others.
I 0. Camber is a non-slructum consideration and is the
responsibility ottruss labrlcator. General practice is to
camber lor dead load denecuon-
11. Plate type, size, orienlalion and localion dimensions
i.ldicated are minimum plating .equircments.
12. Lumber used shallbo ofthe species and size, and
in allrespects, equallo or better than lhat
13. Top chords must be sheathed or purlins provided al
spacing indicated on design.
14. Bottom c-ords requtre la€raloraong al l0 fl, spacing
or less, ifno ceilng s installed, unless otherw se noled.
15. Conneclions not shown are the responsibility of oihers.
16. Do notcutor alter truss memberor plate without p,ior
approval of an engineer.
17. lnsrall and load vertically unless indicated olheMise.
18. Use ofgr€en or lreated lumber may pose unacceptable
environmental, health or performance risks. Consultwilh
project €ngineer before use.
19. Review al portions ol lh s design (ironl, back words
and pict!res) before use. Reviewng pictures alone
9
O 2012 [4iTek@ All Rights Reserved
rHttrI
MiTek"
MiTek Engineering Reference Sheet: Mll-7473 rev. 1010312415
20. Design assumes manufaclure in accordancewith
ANSlfiPl 1 Quality Crilena.
PLATE LOCATION AND ORIENTATION
r---r--'l
Failure to Follow Could Cause Property
Damaoe or Personal lniurv
,. AcJruJnal slabr,,\ b'ac,nq fo-russ sysler, e.9.
o agoralo X-b ac,rc rs llways req- red. See Bcsl1
2
lndicates location where bearings
(supports) occur. lcons vary bul
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
WEBS
rV
60-00-00
F (,
RELc,(J^McKenzie Taylor
E Street Fire Job
1900 E Street
Springfield, OR 97478
Loading: 25-7-0-10=42#
Spaclng:24"o.c.
Roof Pitch: 4/12
Overhang: 12"
Walls:2x6
2598-18
zvz\,/?-f turt
PO BOX 84
Har.lsburg , OR
541-995.631t
r6lcotluat.com
19
r
@F.Ftg.o
PO Box 84 Hanisburg, OR 97446
vdce 541.995.5311 lax 541.995.61't1
WWW.RELCOTRUSS.COM
SPECIAL NOTES: McKenzie/Taylor
3771 Olympic St.
Springfield, Or. 97484
Josh Mannier: (541) 5014466
ioshm@smbymt.com
Roof Trusses
ATY
soLolo
srrpro E Street Fire Job
1900 E Street
Springfield, OR 97478
rMNs^cr@N r 2598-1 I
sarus Quote
sArEs REP Hunter Jelden
REOUESTED DEL
oEsrcNEa HUnter Jelden
oo leue McKenzie Taylor
{shlppl.i) E,$sr.
IIEIGHI SPAT{ Lt'f,AER LEFT RIGITI
cttlntEvER
LEFI R]GII'
SIUB
itFI AGHI
2 4t12 A1G
(5-03-11)
4-'11-15 28{0{0 2,4 1{O{}0 'l-0040
2A 4t12 A2
(5-$-rr)4nr-15 29.00{0 2x4 1-00{0 'l{0{0
@*4 t12 A3ST
(s-03-11)4lt-15 28-oO4O 2t4 1-0G00 i-00{0
1731.338F 860.00
Items
!E[6TH SEIL
42 Blocks 1-1G07 2x4 Solid gloct(
20 1-10{7
llanger one RT7
Terrs and ( ond,(ions of Sale - Please Read
XELCO is a mar3rial itpplier, r9l e auh contractor. By signlng, cuslomer has wdfied and agrees to allquanlities,
apecrfdalions .nd c,mcnsioos olrhe truss package. RELCO gua€ntees material and workmanship. \rvhen factory
-e _ror occr.rrs. we-musl 6e given-'ii-c;,).-rtunily to make rBpairs. Do not cut, alter, or use damaged Uuss€s withoul
_eininFering approval.NO BACK CHARGES wlthout approval. RELCO wams that lrusses can cause propedy
da-rage or injury if :nproperly lnstalled or bracld. ll ls the custome/s responsibility to pmvide access to the jobsite
lrusses ar6 madgtnDrder, you may be subjoct lo a charge on cancellation. CEne time charge is $200. HR
Accepled by
1141.00
Quotes Held for 14 Days from Quote Date
QUOTE DATE: 10/30/2018
Oelavery lncluded
s3,424.00
l0/3012018 6107r,r,l aM
Crrw Se'r
16 - oot>7e - sTY?-
30l5lSubd.ton0r H.dsbu,! OR 97446
TakeOff
6?
F..: lvd.at
Grand Totall