HomeMy WebLinkAboutALL DOCS - 12-00027 - 426 Farnsworth Way, #3 Rigby Tenant Finishao
&Certificate of Occupancy
City of Rigby
Department of Community Development
158 West Fremont Avenue / Rigby, ,D.83442
Phone (2081745-8'l'11
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00027
International Building Code
426 Farnsworth WaY
Tenant Finish Unit #3
Type V, non-rated
18
No
2009
Contractor:
Special Conditions:
Legacy Homes Inc
Occupancy:Business - office, professional or service transactions
This Certificafe, issued pursuant to the requirements of Secfion 109 of the lnternational Buitding
Code, certifies that, at the time of issuance, this building or that portion of the buitding that was
inspected on the date listed was found to be in compliance with the requirements of the code for
the group and division of occupancy and the use for which the proposed occupancy was
classified.
Date G.O. lssued:
C.O lssued by:
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof untilthe Building Official has reviewed and
approved said future changes.
Plumbing Fire fnspector: n!
P&Z *5&
Building Official
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Please CompletetHe L,ntir:e 1\pplicationI
If *re que-siior: does nor agply, fitl in N A Ior non applicable
COMMERCIAL & MULTI FAMILY BUII-DING PERMIT APPLICATION
35 N 1" E,, RE,XBURG, ID 83440
208-372-2326
CONTACTPHONE, # 2A
PROPERTY ADDRESS'
PHONE Home (Work ( )Cell ( )
OWNERMAILINGADDRESS: 5o?ar" hoteoe CITy: Rrhrsr STATE: tD ZIp: jzt\z_
Enmll- l'eren,Lhb,b" f,'t./.fu't'. *\fAX
APPLICANT (If other than owner)
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must u*o-p*y this applicationJ
APPLICANT INFORN4-{TION: ADDRE,SS CITY:
STATE:ZIP- E,NIAIL
PHONE #: Home ( )Work (Cell ( )
CONTRACTOR
MAILING ADDRESS: €b95 g 34 N ,
PHONE: Cell# t)-pq SSq 1155
E,A,{,{L- ID,dHCI
CITY__€!_Gg_STATE rD Zrp t3y1?
Work#Fax#
REGISTRATION # & EXF. DATE ?ca 511t", s/z/t z
How many buildings are located on this property?
Did you recendy purchase this
Is this a lot split? @ YES
properq'? S, V"r (If yes,listprevious orvner,s name)
(?lease bnng copy of new legal descnption of property)
PROPOSED USE,:
(i.e., Single F'amily Residerrce,Iti Family, Apartments, Remodel, Garage, commercial, Additon, Etc.) - CTRCLE oNE
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Llndetpenattyolperjuq,,rhetebycettr\,thatr
if:-:::t"*:**':t:"^1T9":ll'lfll * :r:-*t:i n:1.t1,: corrct and I .*ar that any inromation which may herearter be gven by me in hearings berore the
ijli:']:"::1t_::g:T:j:'::::,:*_?? ?".:,":i,.1".-,1.,.1ry.t*:xburs sfa,u bl truthu and corect. I agree ;" .d;-;f;iffi..*;"*,',io'r,," raws rerating
in the application or on the plans on which the pemit or approval was l"sed. Pemit void if not starred withrn 1g0 days. pr*;|*iJ ;;;'r,q.?;i5o a"r..
Srgnature of t/Applicant
cr to be colrtacted by t?r<, email or phoncl Circtre C)ne
WARNING _ BUII'ING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees oe non-refi.mdable md ae paid in firll at the time of application begimi nglgzgq4llllt Lcity of Rexbwgf s Aceptmce of the pra rwiew fe doei not constitul pr*"fu-"o""l**Building Permit Fees ae due at time of applicatior** **3ri14irg Pqmits ae void iiyour
"hrck aoes not clear#
_l_/ lb /tL
DATE
f)o vou pre
Building Sofefy Deportment
City of Rexburg
Phone:208.372.2341
Fox: 208.359.3022
Permit#
ClTT O:
RSKELITTG
!ry
A n erj.r a'.; ? n rai *: {.? n* u t: itl,
35N IrE
Rexburg, lD 83440 www.rexburg.org
OWNER'S NAME 4"um For{ Sronrr^e.Lw
PROPE,RTY ADDRE,SS
SUBDIVISION
PHASE,
Urrirf I
BLOCK
Reqaircd!!!Mechanical
Mechanical Contractor's Name Arnon/ Ihe,.!ttrrr.,qi-Business Name
taatess tO.'Boy V Cjtyjrc,^et--s rate tD Zip 83279
Cell Phone () gusiness Phone (
I:^.- /
(COMMERCIAL/IND-USTRTAL) Total cost of plumbing system (contractedAmount) $__lqeg _(Indudes the cost of mateials nstalled regardless of the pary suppti,ng it. 7n pu nna under tbis ingution Epe shall @pl| rtt anlt and all mechanicalinstallations not $ectfm$r mentianed elsewhere on this /om).d Up to $10'990 7total cost of system x 0.02) a 66 = g lootr Between $^191001 - $100,000 ( (total cost of si'stem - 10.b00) x 0.01) + g260 = gtr Over 9100,001 ( (total cost of sl,stem _ tO0-00'O) x O.O'OS; * $t,tOO = $RESIDENTIAL
New: Single Family Dwelling, including all buildings with wiring being constructed on each properqr. (*Based on liuing space,see definition below)
n Up to 1,500 sq ft - 9130 tr 1,501 to 2,500 sq ft _ gi95
t 2,50L to 3,500 sq ft - 9260 3,501 to d500 sq ft _ $:ZS! Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or poftion thereof
t{ew: Multi-FamilyDweuing (contactors W,.
($65 x l'
D Duplex Apartment $260
! Three or more multi-family units: $130 per buildrng plus $65 per unir ($130 x # of buildings) + ($65 x + orurits)! Existing Residence, Modular, Manufactured oI Mobile Homes
"io
o.t .ned Shop: $65 fee plus g10 per'k*I{VAC equrpment being nstalled up to the maximum of.the corresponding sq. ft. of the u.rlaing'
MISCELI-ANEOUS
($65 + ($10x#orf,rxtures))
D Plan Check 965 per hour
tr Technical Service: $65 per hour
D Gas Line:965
I Vater Heater Replacemenc $65
I Requested Inspection: $65
tr Fireplace/Solid Fuel Burning Appliance: $65 per inspection
,tilil:.tj;fi;:r.:::.T*f :,1."":Hg":,,-T::::: r::*: plilatron which may reasonabry b-e yrr,zed for sreepins eanns cookinsbathing washing recreation, and sanitation purposes. A', un6nished basement is considered part of the living space.x*E'xamples of HVAC Equipment-fu.trace ieplice-ent, solar, water heater, etc.
Llr' - L- L42 t
re of Licensed Contractor DateLicense number & Exp. date
t{ft.rt,
HEXI3{."ri{d;' ------ qu'- "''- '
1,, in'iLzi I ii * ii, { ct r; ir*t liy
SU:JDIVISIOhi
I,OT Bl{
Reqr.tircd!!!ELECTRfiCAL
l'.lccttisd (jr:rrn:rcrorJs Natrc -S.&.:az+:rJ*raa;:r-r:*__lJrr*llcss N:unc
r\dd*ss*fi$-frr'1-3*a-s- -citr'-ru$Les*"'r- - srre--lu-' I
- -zip e6roB
(lell plrrxrer ,rl"** j .5Zo ,. g zat:t- ."."____ Iilrsinr:ss l)ho*e i
Fax ( ) l,irnait_ SCiealy ete+4r*- ft* litit . cu,tnr *
(COMMERCII4'L/INDUSTRIAL) Tot*l cost of electrical sysretr {co*trncred tuuouo4 $ ao_# CI_
(ut*tlts tlx rst oi nhtteisb initdlJtl re,garrlltt qftlLepdrg ,egJt$irii.'t lnLw Ated xnlu'di:r ts]wtitn {rftrtri .ftriliully aturiwlffl chut ltrft uil rli.+ {on;fi.
H Up to gX0,tl${){Nldr#Lirit$Isllru x O.til)'r L(i= $ 10o
n Brrw*e* 9L0,00tr - $100,SS0 ( {toiai.rxrst of sgrtcrn .- 10.00{j) x (}.{li) + $Z{i{i = $tr or.cr $100901 ( {rr;ral seisr t:t.ststerrr - 100.00i} x 0.ti0i) + g1,3(i0 = s
$mall wr:rfts (o+nfrrrufors {}N1-!; $1(J lbe for ivorkr:<:t cxceedirig;$200 in c-ost antl nor irrv-olving; ?1 chz1j1g,e in
scrr"ice errnnectjorrs. I)oes .l*(} f rcquir:e inspcction.
RESII}ENTTAL
Ne+n Si*gle -Famity Dwelliag, including u!! huildiugs +wttr witing being canslnttted.on erch praperty. (*Based en tiiingl spirce,s*e definidat {sclav,}
a Up ro 1,50(1sq 11- $130 E 1,501 tr: 3g0D sq ti _ gf95
n 2,5$1 ftr 3.5[l{i sg fr- $?60 c 3,501 to 4,500 ,q n - $32fa (h'cl 4'5t$ sq Ii: $45 plus $65 ft.rl eirlt adclitir.xrd l,tlrJt) sq lit. or p.rrtion rhcrcof iSf:S n {$65 x fl-oLnlcJitir:nall${Xl stt.-ft, crr pptGr;n theryaj)}.
New: Illulti-Fanil-y lhrcllng (Ctnt ftirctars Dril!)
il l)rrplex Aparrment $260
fl 'Ihrcc or rnerre muki-f?trlily u*its: g13il per trrriklitliplu* gfr5 pcL rurit {$l ll[.x g oL: lrrilcliirgsi + {S(rS x # of turits)n Fxistirg Residenco, li[odulnr, Manufactured o?ildobile r[orn*s,
""a rr*t**rr.a Srr"ilE= trrr," groF
br'arrchc;fcui|,uptotlrtlnraxiltruntoft-lrr:crut'es1mrrc|irrgsg.ii.offhcbtlilrJing($fi-@
n Centtrrl Heatiag/Cooling Sysfcnrs: $<i5 \Etrc'rr NO I pair of ncu, te*ic{errthl o*.rrv;{C ienrrit rvitlr no -.rdrtiijimrrl
H/irilrg
.spas' r{ctTub*, cnd srvirnm}ag p'ch: ${r5 r:ce [r'each trip tr.r i'..;pccfPumps*lYater, I*iga ilann Sewuge {e-zch m otir)
D $65 up tr: 251il)
MISCETJ-ANE$T.'S
n$95 * 2(t Io ?-Afil ff n$130 rive'r ?(ltl FIP
ir Tr:rnporary Colrsulrctlot $ertices ONLY: 20{i'.rr*p or lcss, rrre locati<>rr (firr: a prrrirxl riot to e-rc-*eri 'l year} $65
n ?'etrporaryAuouserucgt: $(r5 tce plus $1{l pcr ride, conccssir)n or geneletor
tr ltrigatiott Machiae; $65 ftx center pivrtt plrrs $Jt] pcr forvcr of drigc trrr.rtor
rl Technicsi li€ryice: $(r5 pcr hcrrr
a lPla* Check: $(15 per hi)u,i
tr Reqursted lnspectiau: $(r5
158 W. Fremont
Rigby, lD 83442
(208) 745-8111
Gommercial Building Application
Please Typo or Prinl
Building Addfess: l-{ &-) i"r\rary rtv.,r*"r"r{ tl,\.1 f t&\fsy
Owner: S,*,-lyii &,&$ ril-u;ri*,\,!{ L*-r.-Contractor:
Address:
City, State, Zip:
Phone: f,*{*J"${ .irt$f Cell/Bus:
E-mail
Applicant: " jl-*fr"fi.&rrf{t.l W"i ;*{l_**v -Address: " iL'.|r [: eJ rn/
City, State, Zip: RiArC tb .d5 nS
Phone: ?rv{ r'"5 | rtctrr^ Cell/Bus;
Architect:
Address;
City, $tate, Zip:
Phone:Cell/Bus:
Legal Description:
$lze of Parcel:Square feet
Zoning Dlstrict: Hxisting o** f,OrVtt^t proposed use
V[t** nAddition nRemodet nRepair
{netaitl* of units { . ) n Office $pace {# of units )
Descriplion of work:
n Foundation Only
n Storage n Other
ssgs fi;}t}'
Subdlvision
i'fV
Total estimated cost of consiruction (excluding foU E I lS , ei:iJ 0sArc&)
5q.ft.firstnoor{*o{?osq'ft.olherf|oo$-sq.'t.basement-Totg|Sq'ft,
# off-streel parking $pace$ tS ! # Seats/capacity - Iype of Heating/Ag irdf 4n*lgrrd-
$ubcontractore: Plumber 'fbD Electrician T&S , Mechanical Tb+
Theundersignedherebycertifiesthattheiniormaiioncontaiffireinm
correct to the best of their knowledge, and agrees to comply with all ordinances and lawsregulating building construction and acknowledges that buitding pefmits wilt not be issued untilplans are approved by the City, and that the approved permit is only for the worldsiructuresspecifically described; no changes to submitted plans or additional work or structures are altowedunless submitted separately for review and approval,
contractor'ssrsnaturs,
{'*r] .&.:*t*i - o*" -fft f t I
owner's*,nnu,ur" (])-*'13-?ff Dat€ryln /,t
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QUTTCLAIM DEEI)
Le "^.v l1o,*o s ln'.
do horeby eonvey, release, remlap and forover quit claim unto
Sur,nn For.* .S rrrg.rri^€ L. i- C
whosesddressis: 5lq N |1uou 6 (rt-E-l tb 3 j1'12-
tlre follorving describod preruises sifuared inJ"*,,u'o,u
"ounty,
Idaho, to.wir:
AT I'I{DIVIDED 952 INTENEST IA AND TO TNT FOLLOITING DESCRIBBD.PARCBT;Part of the North tl2 oJ gectlon i8, Townslrlp 4 North, Range Bg E.B.M., Jefferson county,Idaho, descrlbed as:
!90lnn1nq at a polnt-oa the west rlght-of-way flne of u.s. Htghway No. 20 FAp No. DP-RF-647(7L, that ls soooO'tSuW 1551.63 feet atong tlte Sectlon ttne ari6 West 559.88 feet fromthe NE Cortrer of sald Sectlon 18 and runnlng tirence West 276.01 feet; ttrence sZo4l,Oo,,E155.87 feetl thence N87o49'27"vV 50,76 feet to the East rtght-of-way itnu oi parnsworth
Drlvei thence N7o41'O0uW 120.10 feet along safd East llne to ta PC of curv6; thence to tfrerlght afong sald curve 312,36 f.eet (Curve Data D = ?:7ot:0'Z6n R = 656.2O1 clrord bearsN5058'44"8 309.42 feet along eaid right-otryuy llne to the polrrt of a compound
"urue;thence to the right along sald curve 206,8r feei lcurve Data D = BTo37'Zi" R = 3r4.9b)chord bears N39p2O'13"E 203,12 feetatong sald rlght-of-way llne to the West dght-oFwaylfne of sald U'S. Hlghway No. 2O1 thenco to the rlght along a curve 1.qg.11feet (durve pata p= 34oo5'51" R = 241'33) chord bears s41"10'52"E 141.5i feet along sald West 6ne to apolnt of compound llry€j thence to the rlght atong sald curve 3g3.4b feet (curve ;"t"b =
19058'39" R = 956.44) chord bears SI,lo47'IJ"; E 331.80 feet along sald West llne of U.S.Hlghway No. 2o to tlre Polnt of Beglnning.
For Valus Receivsd
togethor rvith their appurtcnances.
Dated:
i,r"oo"offiwuvo I
eloo
;.'4485?
JetferboD Co. Focofder
STATE OF IDAHO
COUNTY OF
YH.lhH,-r,owER Property Management
1407 West Norlh Te nrple, Suire # I I 0
Salt Lake City, Utah 841 l6
801-220-2634
Fax 801-220-43i3
April 10, 2006
South Fork Storage LLC
ATTN: Jeremiah Bigelou,
519 North 4000 East
Rigby, ID 83442
RE: COMMON USB AGREBMENT
Jerenriah:
I appreciate youl' cooperation on securing the Consent to Common Use Agreement for your
project in Rigby, Idaho. I have enclosed a copy of the recorded documenifor your records.
If you have any questions or require additional information please contact me at (S0l) 220-
2634. Thank you again for your cooperarion regarding this project.
Sincerely,
Right-of-Way Services
hlstl'il$lenl li 347,, \
Rlcfrl'. .tE Ff f:R$(tiq. tOAtn _
2006-03.i 6 09:30:00 N{!. ol pages; I
iieiiin"i it::
i,;1x11 p6i1,,.g;. Lisri L.oiiijrr,, l.;\l
i 4il7 \rr' Nl Ternrrle i- I I tr
Salr LaI:< ('irt.. Lirah E.ll lii
\\'()# Rr,x N{R\\,t}?+{)r}()
fr\\f+ 2[]{liriIii_.
ftecorried for : UTAH poWFR
cHRlsTtNE BoULTER I b Feej 12.{10Ex-Officio Recorder frepufv t '
hc.-r r(, F&Skt{EtrT
1.,' r J.ri..i
C-ONSENTTO COhtI\{ON USE
'lhis consenl to cOnrrtlorr LJse Agreenrenl (the "Agreenren{.,,) is entered into lhis<lay o{ f eh . ! 'r 2,'-('!: ---, b} ana between pacifico rp, d/blauTAH powER (rre"company") rvith an o1Jice rocaicd ar r407 wesr Norrh t"*,;r; satr l,ake criry, utah gzil r 6 anrl
il[!
t"t* slorage Ll-c ( "South Fork") rvhose attdress is 519 ],iorrh 4000 Easr- Rigby- tdaho
RECITAI-S
A- The conrpan)/ o\r'ns cerlain rights-of-rvay and ease'rents, hereinafter rcrferred lo as"compan;"5 Easenrenls", located at Farnsrvorlh Drive and Highrvay 20 in Rigby, J.effersonCoF.ntv'S|a1eoftdaho,jderrljlle.dasLaqd@andmoreparticu|arly
described belor* and as shorvn on ExfrLT.n,,.
ev'trj dlru rrr()rs pantc
section 18, Tou'nship 4 North, Range 39 East, Boise Meridian, Jefferson county, andstale of ldaho' The conrJrany o"upi". these lands t y .,i.tu" of easemenl rights granted bylrland and Delaine s. call, dalerl seplenrber 23, tg55 ano recorded as Entry No. 10g639Book | 54, page 4Bl and Enrrv No. | 74567 darert DecernJ", g, i ;;;
* -"" 'v r ri
B' soulh Fork orvtrs the fee litle and interest in and to the fee property encunrbereclby the conrpany's Easements and desires to construct sforage units on such land, a portion ofwhich may fall within the company's Easemeats and has lhe potential for interference rvirh theConrpany's righls as set forth in the Conrpany,s Easenrents.
c' The purpose of this Agreemenl is lo establish antl agree upon the parlies'respective rights and in{erests a$ liey pertain to south Forli's L;rnd and the fufure use of rheunderlying fee property.
Now rHEREfo\rE,.in consideration cf rhe nrulualcor.enants contained herein and forother good and valuable dnsideration, the receipt and sufficiency ol'rvhich is herebvacknon'ledged, tlre parties hereto agree as follows:
L
)"":"j;::',",]:lt:::l F l*:gn1 wirhin l7 fe,er of any high vorrage overlread line
:.:: :::::'::::i pll in r he Nar i onar Er il riili i ;;i ffi;i #3bi ;'i
l::l:,1*:f l::lTy"eslandards,o*;;;;;;i;;;;ffi1;Adnrinisrration (osHA) srandardg and state and federal rarv. A copy of the foregoi'g
'\jipgoplr{j\rrRi${ or\ltv pnitts:irah h{r Sr.nEs+!u}o,,^-*:ff',.*ril'l! sr(F.Ec.dlr
4,b
rod;s nnd sl;ui{l;trds.are atailatrle uF}a}r} rcqrrrlst al rhi: conlp31,.,,a tifllcr lisied ab.or,t-.T'he ('itniFa'-r'shall be conrlrensated fli iur.\' \\'iirri n*.c-sSilrly r.o correct aI^,r,r*iirii.' ..rrrininrunr cleara'c^cs disrarrr.r:s sct {brth i,, il,rs agr_*n.r.rr,.
' "'
l. Fxcept as erpressf.l, agreed trpon b.1, lhe Corn;ran1, in q.rilin.e- S6uth F.rl, shaljntaintain a mininrurn dislance of ts feqt betwren appror,ed'-l-acrlities anri tle poi'r
;::?il|-
rrarsnri-s-siorl rin" (rr""ilililrrL-i\vood p,,rergu_r, arch*r;,.sreer pore) enrers
3. Access lo transnrission line slructures by lhe Conrpall,,s nraintenance crervs shall norbe intsrfered s,ith or obstnrcled.
4. Grade changes to cxisting ground ere'alions are nol permitted. Itgrade changes arerequir-ed, south Fork shail subnrit gracring prans lo the company for approvar. .l-hese
:,ffi[il:
crearry indicalc propor.d finisrrea erevarions as u,e, as e-risring ground
Fences shall have adequate gates ofnot less than l$ feef in rvidth ror lhe passage ofthe company's nrainlenance r,ehicles. Gates ::: b" kepl rocked provided, hou,ever,that the c'onrpan1, shail ha'e the right ro install its ou,n Iock rhereon.
Trees (landscaping) shall not exceed l2 feet in height, obsrruct access ro stnrctures, orbe plarrred rvirhin 2s f"$ of any rt*"ililThe company p",'o,rn"t may prune orremove trees (randscaping) rvhich 'iorare this agreenlent at any linre.
The company shat nor be riabre for darnage to property or improvements (hat nray
ffiil,::t*
nraintenance, recorsfuclion, or future c.onstruction of the companl,
8" South Fork agrses lo dcfend, indemnify and hold harmless the crompany fronr antiagainsl any and ail riabirity, damage, ross, cosrs, and expense, incruding attorneys, fcesan court cosrs arising horn or on account of injury o, d;rn;;; ro persons, incrudingdarth' or property arising fiom south Fork's use uno o""upition of south Fork,s Lanrl.excepr to ttre extent that such injury or damage resurr frorri ih" gro*, negtigence orwillful misconduct the Cornpany,
9- The remrs of this Agreemenl shat nor be construecr as rinritinthe rights and obrigarions conrairredi'ir," co*puny" E"""mi;il"ill,i'T;oa'vinspro'isions of rhis Agreement are deemed to be in
"onnici*i,n ,r,, company,sEasemenls, the lerms of the Company's Easements shall control.
l0' The rights and obligations contained in this Agreement shall be construed as acovenanr run'ing rvith the rand; shan benefil uio uina
"r,.rlp.r*n har,ing any fee,leruehold or orher illeresr in any porlion of the tana encumuered by the company,s;and shall benefit -.d^k binding upon any owner of south Fork,s land rvhose ritle isacquired by judicial foreclosurq trus{ee,s sale, cleed in lieu of foreclosure, orothenvise' If south Fork transfers sourh Fork,s r,and, the lransferee shall
S::PRopvoFrrRigr{ rir\rrv p&'jsrr,.s.ul r{dr s{,xaserr3*"." *-o#lj"ili].* o.*o a..
'jillclrtrirt!i'lillr lre tJri:rn,:d iir [31.r" atsun-i] and agr.eed is br persorrallf,h.uncl hr th:i il\'i)lteltl5 tif Strlrtl-i FCrri; r'Qntairred irr tlris .{r:rrrnlilii
l]\ \\tlrNFS-s \\'HhRLoF. rhe panies hereti-, ha'e caused lhis aqreen:cnr lo be r\ec.rcdtn duplicate b'their resPecrir,c officiars rhererurro trur' aurhorizetr.
$outh Fork Storaee Ll,C
RE PRESENTATI \IE ACKNOWLE DGIT,I EN'T
STATE OF LITAU
ct
County of Salt Lake
This instr-ument rvas ackro*,ledged before me on this ?4Jn
Ar i
dav of / !'ic r'C /r,r
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REFERENCE ONtY
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2O.CONSTRUCTION
E ASEMENTS
ll
20, CONSTRUCTION I
IEASEMENT I
20' PERMANENT
EASEMENTS
EON'S TINE
?0, PERMANENT
EASEMENT
HAT(MON PHOTOGNAFY
BOB'S KT/IK
SERWCE
CITY OF RIGBY
F.ORSgiRE'y
- Assoc;ATEs / lNc,
PROJTCI NO.
96t24PROPOSTD RIGHT OF WAYS
b
tl11100
?ANRL
i Truss Type
lnor tuss
I
JERbMe , to. ers3s
1,4 {300_0
lD:SSMumrn{Ev.rnSjNxEieavKYezKaCl-B4d?8TvrvHo!\ttnscbMRLwhPfaJoogP314ge6blzX-G?1-- 883,3 , ---*----Hir
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9,9:
6? 8f 60 59 6a E7
ILL 35.0
ioof Snovi=35.0)
SPACING
Plates lncrease 1.15
Lumber Increaee 1.15
Rep Stress Incr NO
Code lRC2006nPnOOz
)DL
3LL
3DL
80
0.0
8.0
csl
Tc 0.06
BC 0,03
WB O,25
(Matrix)
DEFt
Vert(LL)
Ven(TL)
Horz(TL)
51 =1 73/60-0-0, 52=1 65/60-0-0, 53=170/60-0-0'
57=168/60-S0, 58=170/60-G0, 59=167/60-0'0,
48= 1 676O-0'0, 47 = 1 7 4l0{' -O'0, 46=1 65/60-O-0,
42=17O10[.-0-0, 41 =1 68/60-O0, 40=1 70/60-O0'
36=305/60-0-0, 34=259/60-0-0
PLATES GRJP
MT20 2?f.1195
Weight: 429 lb FT = 0o/o
UMBER
)PCI.IORD 2X6DFSS
CTCHORD 2X6DFSS
THERS 2x4DF Stud'Excepl'
sT.l,ST2,ST3,ST15,ST16: 2 X 4 DF No.1&Btr
EAcTIONS (lb/size) 2=258/60-0-0, 49=162/60'0'0, 50=168/60-0-0'
54'169/60-0-0, 55= 1 70/60-0-0, 56=1 70/60-0"0,
6O=180/60-0-0' 61 =1 16/60-O-0, 62=305/60-0-0,
45=1 70/60'0-0, 44='l 69/60'0-0' 43=1 70/60-0-0,
39=167/60 0-0, 38= l 80/60-0'0, 37=1 1 6/60-0-0'
BRACING
TOP CHORD Structural wood sheathing directly applied ot 6-0-0 oc purlins
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midPt 18'49
tMiGE reco
-__-commends'andt Siabitizers ano iequiiiJo cioss
I bracing be installed during truss ereolion, in accordance
Lw]lh Sta b ilizor Insta
Max Aoz2=-137 (LC 7)
Max Uptifr2=_B4trlc el, so=_sslLC 6), 51=,61(LC B), 52=,53LLC-B!.5!=-55(LC 6), 54=-54(1C,8), 55=-54(LC 6),
so=-si(r_c t1, sz=.sd1r-c b;, ss=-s+(-c B), ge=-b5(Lc B), 60= 55(Lc€), 0t.1al(.!p-o!.62=-82(Lc6)
, 48=-3b(rc ?1, ez=-o)1r-c 7), co=-si(r-c e), 45=-55.(LC pr!4=-54(!C $.er-1s01!9 7), 42=-54(Lc
e), 41=-56(LC'7), 40=-d4(LC 9),39=-55(LC 7), 3B='55(LC 7),37='47(LC 7)' 36=-81(LC 7)'
34=-101(LC 9)
Max Grav2=318(Lb 13);4e=201(LC 14), 50=312(LC 13), !1=9?1(!9 tS):!a1!!e(!c.13).53=317(LC 13)'
54=31b(Lc ri), ss=zq6(Lc 13),56=?05(LC 2),57-2!3(lcQ,e=?9!(|9 p.!,ls^=!z.ltcz),
6o=a16iLc 2),'61--i4z(Lc 1s),'62=367(LC 2) aB=312(LC- 1_4),47=3?q0:9Ja), 46=304(Lc 14)'
45=317(Lc rfi), aa=gto(t-c 14), 43=24s(tc 14|,42=vo5(LC 2), 41=203(LC 2), 40=205(LC ''14),
39*202(LC 2),'38=216(LC 2),37=142(lQ 14), 36=367(LC 2)' 34=319(LC 14)
)RCES (lb) " Maximum Compression/Maximum lenslonjp cHoRp j-z=ot31,z-3=l1s4r0,3-4=-112J63,4-5='wt78,b-6=-64l95,6-7=-39/109,7'B='371112,8-9='331128,
9-10=-33/1 41, 10-l 1 =-10/145 ,11-12=-361163,12-63=-461175, 13-63'-12/18Q, 13-14=-511197 '
14,15=-5ari, 1b-.16=-50/230, 16-i7=-53t249, 17-18=-s3/260,18-19=-52f256, 19-20=-55/238,
Ze-21=-8V211,21-22=-541186,22-23"-53t16O,23-64=-141135,24'64''481131,2a-25='381110,
2D-26=-12183,|s-zl=-esng,2i-2s=-g5t64,z}-?p'=-izJ47, zs30=-35/44,30-31=-36/3o,31-32='34115,
32-33='4613, 33-34=-89138, 34-35=0131
9T CHORD 2-62-01129,61-6?=0t18,60-61=0/129, 59-60=0i129, 58-59=0/129, 57"58=0/129, 56-57=0/129'
55-b6=0/129, 54-55=01129,53-54--01129, 52-53=01129, 51-52=0/129, so-St=!{1!!' 19'ry=9{'!?9,
48-49=O1129,47-48=01128,46-47=0t125,45-46=01128, 44-45=01128, 43-44=01128, a2'43=Ol1?8'
41-42=Oti3o,40-41=O/130,39-4o=0/130, es-39=0/130r91-!9=O{,l9o,36-37*0/130,34-36-=0/130
,EBS 18-49--170/0, 17-50=-280155,1&51=-292181 ,15-52=-272172, 14'53='285ft4, 13'54=-279ft3, .
12-ss=-azn\, tis6*t7gng,9.s7.-172f74,8-fi=-172J73t859=-171v3,5-6a=-179176, -4'61=-1NI6o,
3-62=-29l3h16, ts-aa=-zeoa9,29-47=-292182,21-46=-272t72,22-45=-28s,t74,23-44=-2791!3'
2443=-212t74,2s"42=-123n3i,27-aF-172n4,28-4o=-172f73,30-39=-171173,31-38=-179ft6'
32-37 = -'l 291 60, 33-36=-29311'1 5
tn
0.00
0.00
0.01
Truss
o,iF"l'
ora, 7-05; eomph; TCDL=4.2psf; BCDL=4.Bpsf; h=2sft; cat ,ll; ll9r.titl"-T,l yltl? !:ti'rise) sable end zone; cantilever lefi and risht exposed
end vertical left and right urpo."O; [oi"n f"t'unO rignt exposed: Lumber DoL=1'33 plate grip D9!=1 3q
Truss designed for v/ind toads in the prane.of rhe trr-" ilrv.-!:r studs expos"d to ioinJ t"noitul to the lace), see standard Industry Gable End Details as
uppriuUf ",
i,t .onsult qualified buildinb designeras per ANSI/TPI 1
iUlf,ldcr 7-05; Pr+5 0 pit lRut ,o-ot "ndw;;
category lh ExP c; Fully Exp ; ct= 1
Yi,:i',,il:-f,'"T::lii::,ffi i.?";"""",T $ffifli"iJiiiifffJ;f 20,0 psf or 1 00 rimes nar roo{ roacr of 35.0 psf on overhanss non-conoufrent v,ith other rive
ffr,li;rr" has been designed lor basic load cornbinations, rvhich include_cases vrith reduclions for multiple ooncurrent live loads'
wARNTNG: This rong span truss requires extrem. .ur" ,irJ uipurience for.proper una *tu rtunoling and-erection For general handling and erection
quidance, see Guide ro Good practice for Handling, t"ili;;;e'd;;ing oi M"tir.prui" conntcreo wood rrussei ("BCS1"), iointly prodticed by wrcA and rPl
For project specific guidance, consull vrith prolect engineeiia"rcrriGdlge-n"ral contractor. Mirek assunres no responsibility for truss manufactur€' handling'
erection, or bracing.
Atl plates are ?x4 MT20 unless olhenvise indicated'
GaLle requires continuous botlonl chord bealing'
)) Gable studs spaced at 2-0'0 oc'
l) This truss has been designed for a 10.0 psf bollom chord livo load nonconcurrenl lvith any.olher live loads' -
)i . This rruss has u."n a..'i's;;d?;; [r;i;;;;iro.6p.t on the bonom chord in uil ur"u" iir'"ru a reclangle 3-6-0 tall by 2-0-0 rvide vtillfit betvreen lhe bottom
,, S;ll,:l##;l!!iffH;[" (by 9!he1sJ oJ rruss to bearing prare ca.pabre orvithstandins 84 lb--uplit at jont 2, 36 lb uplin at joint 50,.61 lb uplift at ioint 51'
53|bup|iftatjoint52,55|bup|iftatjo,159..9alu.uplinufioin-tba,sari,,prit"tioini6s,-s
|bup|ifatjoint59,55|buplifiatjoirit€o,47|bup|ifji.i"i'iiiiie)rr',pri?i"ti"i,ii&,sdh'prii;ijoilago1
rrnliri er ioinr a5 s4 tbuprirt ar ioint 44, s4 tbrpril ur iliir]'i!];l; ;prifi ;ir"ii,r la, 6bln ,piih ut;oiirt 41 ,54lb upliil at joiht 40, 55 tb uplift at joinl 39' 5s lb
:;5iili ;ii;ili JB: ;t [ ;Fiiii ;ii;i;i 37: B1 !p ubriR at.ioint 36 and 101 rb uprin at joint 34
l) This truss is designed in accoidance wiih the zoog rriter'n-ationJ nlriu"'irirr co'oe """iion" R502 11'1 and R802 10'2 and referenced standard ANslrTPl 1'
f,AD CASE{Sl Standard
i Truss I Truss Type
t1 r11oo ioroz
I
RANTTIN BUITD iNG dUPPLY; J E R'OME, i D
j*oi
83338
(USS
rnoirve in"1- ^--T--*o"'*n z-o.o:L! - ^3!:9 I Fiuiut tncrease 1.15
loof Snovr=35-0) | Liin.,Uur Increase 1.15
iPf P9.l n"psti"'irni' NooLL qq'i C"["intzooi;nPtzooz:DL _ BO I :
UMBER
lP CHORD 2X4DF No.1&BV
CTCHORD 2X4DFNo,1&Bk
THERS 2X4DFStud
72rr li
S<.!4' 126.8
-'-.----. s t
-- --, p{
Irl'
14.O-0--- -----la{t(j - ---
---f----
c9l
TC 0.16
BC 0.06
wB 0.05
(Matrix)
DEfL
Vert(tL)
Vert(TL)
Hoz(TL)
in (loc) l/defl
-0,01 I nlr
0,00 8 n/r
0.00 B rVa
ud I putrs't1o I ureo
8,0 ]n/a
| *",nn,,u, 'o
GRIP
22|,1195
FT = 0o/o
BRACING
EAcTloNs (lb/size) 2=229114.o-0, 8=229114.0-0, 12=17214.o-o, 13=151/14-0.0,
Max Horz2=39(LC 6)11=-56(LC 7), 10=-56(LC 9)
1s), 11=238(LC 1a), 10=302(LC 1a)iil;;'ri;iint=:ii itrC'st, B=-1 1 7(LC s), t zl-!Qlt-.p!),.1 3=-56(Lc 6)' l 4=:57(lq FL
r,,i.* ciuui=zaztli rii, a=2g2iiC tti, tz=zo71tc 2), ts=zse(uc 13)' 14=302(LC
) RC ES (lb) - Maximum Compression/Maximurn^Tension
lp CHORD 1-2=Ot1T, Z,.S=-57f22,3-15=.15/38, S"C:-AZSI,4-g='41t69:5-6='41163, 6-7='42139' 7-16='2138' 8-16='576' 8-9=O117
cTcHoRD2.14=ol35,rs.ta=0105.12'.|3.0/35,11.12=0t35,10.11=0/35,8-10=0/35
/EBS 5-12=-1rcBl,a-d=-zitno,3-14--259/89, 6-11='211170,7'1O=-259|BB
T[], oatt 7-0b; 90mph: TCDL=4.2psfi BCDL=4.Bpsf; h=25ft; cat. ll; Exp c; enclosed; MWFRS (lovr-rise) gable end
zone; canlilever left and right exposed ; end verlical f"ii'""U rigi'f tpoleO; poicn bft and right exposod; Luntber DOL=1'33
Hffl!3,r""5'rotl*,no roads in rhe prane of rhe lruss qly . lol :trd., qq??:l1r ivind (normaro rhe face), sae srandard
Industry Gabte End Oetails as appficaLie oi.on"r,tt cualiti;Jd building designer as per ANSI/TPl 'l '
iciL, ASCE 7-o5; Pf=35.0 pst(nai root snow); Gategorv ll: Exp c; Fullv Exp'; Ct= 1
Unbalanced snovr loads have been considered for this design'
This rruss has been uusignei f";;ffi;;;ilil'rJ"r'iir* iouf of 20.0 psf or 1.00 tinres flat roof load of 35.0 psf on
overhangs non'concurrent with other live loads'
This lrtrss has been 4esrgned for basic load combinations, which inctude cases with reductions for multiple concufrent live
loads.
Gable requires continuous bottom chord bearing
Gable sttrds sPaced at 2-0-0 oc,
This truss has been a"slgnJi;r a 10.0 psf bottom chord tive load nonconcurrent vlith any olher live loads .
)) - This truss has ueen o""iiieJtor. u iiu!ioua orzo.opsionlne uotto* chord in all areasrvhere a rectangle 3-6'0tall by
''
z-o-o urio" *itt nt uetur"enitte boRom chord and any other members'
l) provide mechanical connection (by others) ot.truss.tJue-aring plaiu ;tpanle ol rvithslanding 11 1 lb uplifi at joint 2' 117 lb
uptift at joint B, 10 tb uptifi at joint 12, 56 tb uplitr at ;oinii5,'s? Iu uprin it ioint 1a, 56 lb upliit at joint 11 and 56 lb ttplifl at
,
'f,ll:
lr?"" is designed in accordance with the 2@6 International Residential Code seclions R5o2'11 1 and R802 10.2 and
'
referenced standard ANSI/TPI 1.
)AD CASE{S} Standard
6e4 I
?(r li
6 -.-
s.5ofi2
2({ ll
4 ---
iJ,_:-\-lLJr-
llrl
lnl--11-
f, --
,l =" - -.-- ---'
.- -- -,--. -,,i\'
,,--- _ -.--' f'1
;t',:----- - lril
hq ll 2a,..lt-.-"'l
?(4 l
l5
2(4 ll
244-O -{
)ADING (PsQ
ILL 35.0
loof Snovr=35.0)
]DL
^t I
t-Q!----B,o
UMBER
]PCHORD 2X4
OT CHORD 2X4
THERS 2X4
SPAC'NG csl
TC 0.18
BC 0.08
wB 0.06
(Matrix)
l-;;;.
I Vert(LL)
I Vert{TL)
_1
*o,'ttt'
in (loc)
0,00 12
0.01 13
0.00 12
2-0-0 ud
180
BO
nla
lldefl
n/r
il(
n/a
PLATES
MT2O
GRIP
2201195
8.0
0.0
Plates lncrease 1.15
Lurnber Increase 1.15
Rep Stress htcr NO
Code fRC2006lIPl2OOz
BRACING
TOP CHORD
BOT CHORD
Weight: 97 lb Ff = Oo/o
Stntctural wood sheathing directly applied or 6-0-0 oc purlins'
ftatr'1ntt
lrrussrype i:tt ltt . |JEREMTAH
BlGELow 000i
#;|E, lD.83338 r/.l9USMaI .Jzvtttvxte^rrrqu-rrrso' rrrglvvv""---
lD:SSMummlFgJnSjNxSieavKYs2KaCl-TTlrTtZ gympen)Y1n$/zUsNOnqkv?B4rtoBNTyEDfv-zKG7
24{ o ''?-l l!'
._ t<r]_y__. .,r_'.. . __124_o__ - , 1.4.0'| 2-0-0
Max Hoz2=59(LC 6)
Max Uptifr2=-108(LC B), 19=-54(LC 6), 20=-5S(tc B), 21=-42(LC 6), 22=-89(LC 6), 17=-54(LC 7), 16='57(LC 9), 15"'41(LC 7), 14=-88(LC 7)'
12=-117(LC 9l
Max Grav2*314 (Le2), j8=2a1 (LC z), 19=273(LC 13), 20=285(Lc 13), 21=193(LC 13),2?=375(LC13),17=272(LC 14), 16=283(LC 1a)'
15=194(LC 14), 14=375(LC 14), 12-316(LC 2)
)RCES (lb) - Maximum Compressiorr/M1xiryy3^r9rpi9n
)p cHoRD 1-2=Ot17,2.i=:6;/4q a-23=-aatso, 4-23=-17t60, a-5=-39na-, 5-6--41/92, 6-7=-4311o7,7-8=-411104'
8.9=_39/80, d_ro=-asbo, 1o-24=-2At35, 11-24=-51f31, 11-12=-70142, t2-13=Ol1!
oT CHORD 2-22=OtS6,zt-22=Ot56:io-2i=0156, 19-20=0/56,18-19=0/56,17-18=0/56' 16-17=0/56,15'16=0/54'
DF No,1&Btr
DF No.1&Btr
DF Stud
1 5=1 1 2J24-A-0. 1 4=3O9124-O'O, 12=257 124'O'O
1 4-1
i ,6"-i6}iis, a-19=-243ft2,5-20=-?4Bt7B, 4-21=-18o156,3-22=-3021122,8'17-"243172,9'16='246ft8'
10-1 5=-1 80/55 , 11'14=-3O11120
/EBS
OTES
wind: AscE 7-05; 90mph; TCDL'4.Zpsf; BCOL=4.Bpef; h*25ft; Cat tt; Exp cl enclosed; MWFRS (low-rise) gable end
zone; canlilever left and right exposed ; end verlical letr'anO rigit exposedi poich lefi and right exposed; Lumber DOL=1-33
plate grip DOL=1.33
ir""JJltSS."d for wind loads in the plane of lhe Uuss 9dy". fol studs exposed to wind (norqal to the face)' see Standard
rnuriirv-dJuL" E;d Detaih;s alptica'ute, or consult qualifiid building designeras per ANSI/TPI 1'
id[i AsCi 7-05; Pf=35,0 psf (fiat roof snow); category ll; Exp c; Fullv Exp': ct= 1
Unbalanced snow loads have been considered for this design'
This lruss has been designed ioi great", of min roof live ba? of 20.0 psf or 1,0o times flat roof load of 35'0 psl on
overhangs non'concufrenl v/ilh olher live loads'
This truss has been au"ignei ioi uusic load combinations, vrhich include cases with reduclions for multiple concurrent live
loads.
Gable requires continuous bottom chord bearing-
Gable studs sPaced at 2-0-O oc'
This kuss has been design;ii;f a 10.0 psf bottom chord live load nonconculrent vrith any other live loads -
)) , This truss has u""n o"*i!i"Jrir "
iivi l"io or zo.opsi onltre bottom chotd in all areasv,rhere a rectangle 3'6'0 tall by
2-0-0 wide will fit betrveen lhe bottorn chord and any olher membels'
| ) provide mechanicat connection (by others) of truss to Oeiring ptate caPable of withstanding 108 lb. uplifi atjoint 2' 54 lb''
Lpr,trt "ii"iniig,
se rb ;pt'i;ii.i)tr zo, az r,'u uptitt ar joini zt, bg tU uptiti atioint 72,54 lb upliff at joint 17, 57 lb uplift at joint
f b,ar fUupliltal joint1b,88 16upliftatjoint 14and117 lbupliftat joint12' -
l) This lruss is desilneA in accordance urith th" 2006 Inlernational Risidential Code sections R502 't 1,1 and R802 10'2 and
referenced standard ANSlnPl 1.
b l'Iruss lrru$s TYPe
n 1 r 1oo lceoa lcAt
r e ri k r i r.r r50 r rD rN c J u pprnro o"e,rn-a'ssso-
ffl* 8i*-' f;;fir. ol*&-n -+f+
iatv lPlv IJEREMIAH BIGELOW
ltl
11 i 1l'
I I lJob r{eference (opllonal)
t rlsmm;i zt zoi-rn,r;i-iaaEiad;:ri'ffi M'v o 3 07 : a 1 :'s 2u 1 P ; w1
lD:hn\z\ BBUk731$r'xhOqnphFizKGHM-Y2QuBB- oOZShrDFY9?x5NSMLcPxA4gbpqvrTlGEzXGTt
, 30.0-0 , szoltj-
-'-, -''
{-oo'o- , . ne'ioo 538'0 qp+o qi 4'0
--i-.7-0T-,. 7.0.0 . /_u_u ;--rAO-- aio-o * -O;|il- lao
Sc.l.: t 974
8,8.i A 7
1\6 '-
, s,-- 1..1-$':r"
2l --'-.
6110 MII*lj
6110liTlfr=
20 19
6\t0 uTla= 4t6:
, +1# l--j#* '-iffir- rff:--jf.f__, , l - @'* --r-- ai#*- ' +#f iffif- ' :*^*+;;
nte ottsets iX,vLJz:o-e..s,Edset, ta:0,+ilEdsel, t14:o-.1:o,Eas"-1,^t1^6iOTT-,ras.18q6^-p.Laq1T.'';6:6'633-iii;'1i=-n e-qo-l=[--tz+o-ZZDeal'-" ";_ : qsd:*!!L[i]0l!Hdirtii,,e!ql-ia;q!,e-L t1l.a;!t.l.o:o:a[Z! p:1:1-!e'0-e], [Ba:,a'L]aef Bl--
L&:e:1- !.?ru. q-ol ' ln l :Yt.!f:!Y'Y,il1'LY ' 'v- ' r Y'l:-:':I
looir,rotp-l- Eh:,*"ff; I im}jfp"13;"* iig I :i l{i I V:x1ij} :il,r,,;'r" i:33 ,jr I ruriaH 2zo1ss
;?i 33 . I F;'bi;;,;4li__ -v5g i *u 0.85 | HozlTL) 0.5e 16 n/a n/a t
3!L-B0|g,-;''t'*'"6t,if{-l-..-|*"in-ht:4B9|!_-FT=o)!
uMBER BRACING
lp cHoRD 2 X 6 DF ss Top cHoRD structural lvood shealhing directly applied or 2"6-0 oc purlins.
cr cHoRD 2x6DF ss'Except. gor cHono Rigid ceiling directly applied or 4-5-12 oc bracing'
82,84: 2X 4 DF Stud wEas 1 frow at midpt 10'22' B'2?' 23'24' 20-21
IEBS 2 x 4 DF strd 'Except. FliTeli reionrmenos-ihersit6iii;er$ and_t.,:{t^"1.:::i^ I
Wf,wz.wa,Wf o,W12i Z X 4 DF No.l&Btt I bracing be.installed during lruss ereclion, In accoroance I
Wrb,Wtg, 2 X 6 DF SS Lrryfttr ,steprlggl_hgtallation suiqg,- . --.. .-)
THERS 2X4DFStud
EACTIONS (lb/size) 2=?515/0-5-8, 16=2515/0-5-8
MaxHorz2=453(LC 6)
Max Uplift2=-1254(Lc B), to=-t!!Q(r! !).
Max Giav2=3078(LC 13), 16=3078(LC 1a)
) Rc E s ({b) - Maximun Co m pression/Ma1nluq J:l:19 n
tp cHoRD j-2=ot32,z-s;:B73iEigz .3'-4=S266ts? 11, 4'5=-8186f3.2i 8, 5-6='7556/2ffi8' 6'7=-745512914'
7,89=-9054155+7,b-bb;e'95+tgsbB,8"9=-67ssr2621,9-10=$759/2633,1o90=-8953t3!!!t.-^
1j-90=.9o5aiii65,{';-tz=-tqgsnooa, n-is=tssagw1,13-14=-8186t3324,14-15=-8266/3318,
1 t1 6='8731/3 499, 1 6-17 =o132
cT cHoRD z-26=-j61og5sg, bs-zo;-aiiolazsg, 24-25--34ffift901, 7'24=-1534t570,22'23='359!4911,-,
zt-22=-sss;Bal'd,,1t-io=-ts34t544, t g-20=-sossngo1,18-19=-327218259,16-18='3272t8259
rEBS 9-Tt=-1245r3D47,1o-22=-324al1i48,ro,ii=-gsolrs71,'11-21=-69/171o,13-19=-191/2s0,^15-19=-385/231'
15-18="a6/157 ,"a'-dz=.izqs,nte9, B-23=-7e1t1571,7-23=-56t-tJl.t,Q, s'2,s7-156/29o, 3-25=-3851228,
3-26=_54t15i , zs-2i=-?frs8n461" 2&21=-2858nAil,5.24=-8471427,13-2O=-8471437
OTES
windr ASCE 7-05; g0mph: TCDL=4.2psf: BCDL=4.8pst; h=25Jt; Cat. li; Exp c; enclosed; MWFRS (lovr"rise) gable end
zonei cantitever lefl and righ6po."i; Jna wrti"ur i.ii anJrlght "ipoied;'poicn
lefl and right exposed; Lumber DoL=1'33
plate grip DOL-1.33
Truss designed tor wind toads in lhe plane ol the trttss o{v. fo1 sluds. exposed to rvind (normal to the face)' see standard
f nOuiirybu"Uru End Details as tpf ii""Ut" or consult qualifi6d buitding designer as per ANSI/TPI 1'
idli, AscE 7-05; Pf=es.o psf (fiat roof snovt); CateEiory ll; Exp C; Fullv Exp ; Ct= 1
Unbalanced snow [oads have been considered fot lhis design'
This iruss has been 6".'giui fr;1eJili;in rooi iiue toai of 20.0 psf or 1 .00 times flat roof load of 35 0 psf on
overhangs non-concurrent vrith other livo loade'
This tru$s has been desrgned for basic load combinations, rvhich include cases wilh reduclions for multiple concurrenl livs
lifrt*,*o, This long span truss requires extrem€ care and experienco for proper and sale handling and ereclion' For
general handling and erection guidance, see Guide to Good Priclice for Handlihg, lnstalling & Bracing of Metal Plate
connecred Wood Trusses'i;u{gi), ;oi;iry proUucea oy wfcn and TPl. For projict specilic guidance, consull vrilh proiecl
"ngine"rTar"hitecvgeneral iontracioi. MiTek assumesho responsibility for truss manulaclure, handling, ereclion, or
bracing.
All plates are MT20 plates unless othenvise indicated-
Alf olates are 2xLMT2O unless othervr'ise indicated.
b iTruss iTruss TYPo
'Iii1 1 1 100 lceoa lcntil
...-..^._,__,__ I
lANI(LIN EUILDING SUPPIY, JEROME, ID. 83338
jotv lPlv IJEREMIAH BIGELOW
,ll
11 i 1l
ll__- I _ i _l Jqb_ Reference (9pli-o_ngl__
7 .2s0 s M a( 23 zo r i' MiTet< I naustrids; inC.-TuemAi 0l "6? :4lsg2d i1
"A
ge 2
lD:hrruVlBBUk731 $r'xhOqnphFizKGHM-Y2Qu8B-e6Z87LrDSY9?xSNSMLcPxA49bpqviTtGEzKGTl
OTES
)) Gable studs spaced at 2-0-0 oc.
l) This truss hag been designed for a 10.0 psf boltom chord live load nonconcurrent vlith any other live loads. -
li ' fnt truss has been deiigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 lell by 24-0 vtide lvill fit betvteen the botlom
chord and any other members.
)) provido mechanical connection (by others) of tnrs$ to bearing plale capable of viilhslanding l??! lb uptifi at joint 2 ancl 1283 lb uplifr at joint 16,
li This truss is designed in accordante with ihe 2006 Internationll Residential Code sections R502.1 1 .1 and RB02 10,2 and referenced standard ANSlffPl 1 .
IAD CASE(S) Standatd
lTruss Type lott In'u IJEREMIAI-I
BIGELoW 0001
ii.l
lnot tuss it | 3 lr"o n"paryg3pJrgnau ---;^q:ffi^1i-E:;-J.=-' ---mer'a"lz=zo#irr,ri[iffiffu",t*-iu;nuv63;;67,4tw2611^F19"]
'3338 tD:BsMumnrtEwnalNxeieavrcrez*act"oe-HowclsG--vNslii!{vifvPApcTr'iaz:acYK:7
l!-9---. rvvJ'- - -'-'--'3 il.'3n1il-- --- 3'o'9
q.k"r2r4
2
I
l0rlo j 1rA ll
)ADING (Psf)
]LL 35,0
loof Snolv=35.0)
^ Trl
^l I
3DL
SPACING
Pfates lnprease 1-15
Lumber lncrease 1.15
Reo Slress Incr NO
Coie lRC2006nPl20fz
in (loc) l/defl
4,23 7-8 >706
.0.39 7'8 >419
0.10 5 n/a
DEFL
Ved(tL)
Vert(TL)
Hoz(TL)AN
0.0
8.0
UMBER
lP CHORD 2X4DF No-1&Btr
3T CHORD 2 X 6 DF 24cf.F 1,7E
iEBS 2X4DFStud'ExcePi'
W1 2X4 DF No.1&Btr
EACTIONS (lb/size) 1=8803/0-5'8, 5=BB03/0'SB
Max Horz 1=3O(LC 6)
Max Upliftl ='2477(Lc 8), 5=-2a77!Lc^sl
Max Giavl=10626i1c 2), 5=10626(LC 2)
3F?',f"R3 1l?}!T':il51::5:1y'%&lHl!ijT"1111?\?,2'1='t9tyJ!212'4'1o=-2328s1542s'5-1a='23355t5425
cr cHoRD 1_B=-sts3rli&oi,i-a.-l&lzqgoo,1;-2.=-stoot2zffio,5-6-.5'106122060
,EBS 3-7=-2193850 4,'4-7=-5140t1221, a-a=-ea1ii46' 2-7=-514011226' 2-B=-98Q14316
OTES
3-Dlv tf uss lo be connected togethel !'Jith 10d (0.13-1'x3') nails as follovrs:
iJ;;;;J";*".t"0 u" follo-ws: 2x 4'1 row at 0-9-0 oc
ilii;;;t6;onnected as follows: 2 X 6 ' 3 rovrs at 0'4-0 oc'
Xjf:i:*:*1ff#'r"!i;3 il j;r;ilJ,,"1flffi*."pt ir nored as rronr (F) o.r bacJr (B) lr.ce in the L.oA-D CASE($)
seclion. pty to pty connecrions 1,avd Ue"n nrolr.Oe! !o ;i"ffi;;.ji1v i"ll" tlrt6 ut irl'oi te)'-*luss otherwise indicated'
wind: ASCE 7-os; 90mph; TCDL=4.2psf; ecol-=+.ap;tih*i; c;i illaip c; enclosed; MWFRS (lorv-rise) gable eno
zone: canlilever lefl and right exposed i end veriical f"ii'j"O-"Shi;poieOipoictr left and right exposed; Lumber DoL=1'33
plate qrip DOL=1.33
iciLintci 7-os; pt=es o ps{ (flat roof snorv), Category ll; Exp C; Fullv Exp ; Ct= 1
yili1m:TJ;::ii::: ii:: i"T;:iJiJ::':SJi1i:',i"*:$[i"n in.ruou cases,vith reducrions ror murripre conourrent rive
?i,|i;rr. has been designed {or a 10.0 psf bortom chord 1ve load nonooncurent vJith anv other live loads
, This rruss has been designed for a live toad of 2o'opli;;" b;itt;h;iJ in all areas vrhere a rectangle 3-6-0 tatl by
2-0-o wide v/ill fit beh,reenih" bottor chord and any olher members.
provide mechanicat connection (by others) ot truss tJ[u"ari"g'i;i;i" ;.ptule o{ vriihstanding24TT lb uPli* ai ioint 1 and
2477 lb uplilt at joint 5.
lirnis irrJ" is designed in accordance vrith the 2006 lnternalional
reierenced standard ANSI/TPI 1'
rl iiriJl JJrii." iie-in "pan(s): 60-0-0 from 0-0-0lo 14-0-0
IAD CASE(SI Standard
s;;, L";'b;t lncrease='l .15, Plate Inctease=1'15
Uniform Loads (Plf)-""-" "G;,-t-ii="04, e's-'oA, 1'5= -1232(F ='121 6l
BRAGING
ibp criono Structural wood shealhing directly applied or 3'0-7 oc ptrrlins
;6; ci'ioiiD nigio ceitins directly applied or 10-0-0 oc bracing'
Residential Code sections R502 1 1 '1 and R802' 10 2 and
4.7"4 , 8-3'10t- a-f.^ 3-8-6
loty lPly iJEREMIAH BIGF-LOW
itt0001{tl
11 I tl
I I -f lJob Referenc€ (oplional)---725dsMa'i232uf ffi &Iidustrie!,lilJue-Tavoib17tql20tf F;te-T
lD: SsMummf EvrnBiNxBjeav KYezKaCl.'URYfcOueAoq TXFx G@zTlSbycr|ZY5p6HEy-K7zKG 7t
_r________J35# ---_J- r3,3:;? --------"- ?ffi-l2{-0'------3s-6-
sc.b. I 300
-: im-
\..\\6rl2 $l t*l::1
1
I
lr0 ll
l@6p"t-"-F,Y). o2l,lz:Q,
B-3 r0
SPAC|NG 2-O-O
Plates increase 1.'15
)ADING (PsO
]LL
-nl B,O
(loc)
910
10-1 I
7
l/defl
>708
>420
da
PLATES
MT2O
MTlBH
GRIP
1741154
174t15/.
Ud
360'180
nla
io_of Snovr=35.O) i lumn", tncrease 1 ,1 Srnt 80 | :
csl
TC 0.87
BC 0,81
wB o.74
(Matrix)
DEFL in
Vert(LL) -0.40
Vert(TL) -0.67
Horz (TL) 0,13::'i XX, i R"pStresslncr No
::? :X I codelRc2oo6/TPl2oo2lpl 8.0 _i
-
dMBER
]PCHORD 2X6DF$S
cT CHORD 1.5 X 9.5 Vetsa-Lam LVL 2BFb
IEBS 2X4 DF Stud 'Except-
\N1:2X4 DF No.I&Blr
EACTIONS (lb/size) 1=15303/0-5-8, 7=15303i0-$B
Max Hoz 1=-47(LC7)
Max Upliftl =-4307(LC B), 7='4307(LC 9)
Max Grav 1 = 1 B 472(LC 2'1, 7 =1 847 2lLC 2l
)RCES (lb) - Maximum Compression/Maximum Tension
)P CHORD 1 -2=-4663'l/1 0843,2-13=-433911,| 0083, 3-1 3=-{3365/10090,
Weight: 677 lb FT = 006
BRACING
TOP CHORD Struclutal wood sheathing directly applied or 4'2'2 oc purlins.
BOT CHORD Rigid ceiling direclly applied or 10'0-0 oc bracing'
3-4--34692/8064, 4-5=-34692B064, $1 4"-43365/1 0090, 6' 1 4=-43391 /1 0083,
6-7=-466'31110847
CT CHO RD 1 -12=-1o444t44821 , 11 -i2=-1}444t44821 , 1o.11=-9673t41701 , 9-1 0=-963'1141701 ,8-9=-1 0405/44821 ,7 -8=-104O5144821
/EBs 4-10=-424z'j83b4, b-10,-997 6t2344, s-9=.1691/7338, 6,9=-9329/s 15,6-B--376t1642,3-10=-997612343,3-11=-16ffift338,2-11=-3329.1812,
2-12=-37711642
OTES
4-ply truss to be connected together vrith 10d (0.131"x3') nails as follovrsl
Too chords connected as follovrs: 2 XO - 2 rows al 0-9-0 oc
Boiiom chords connected as follov/s: 1.5 X 9.5 - 4 rovrs at 0-4-0 oc.
Webs connecled as follovrs: 2 X 4 - 1 rovi at 0'9-0 oc.
Attach BC vtl 112" diam. bolts (ASTM 4-307) in the center of the member rv&lashers at 4-&0 oc.
A1 loads are considered equally applied to rill plies, except if noted as front (F) or bac1< (B) Fce in the LOAD CASE(S)
seclion. Ply to ply connections lravd U"en provided to disiribste olly loads noted as (F) or (B),,ylegs olhenvise indicated.
WinJ: nSiE ZlOb; gomph; TCDL=4.2psf; bCOt=O.epsf; h=25ft; Cat. ll; Fxp C; enclosed; MWFRS (low-tise) gable end
zone; cantilever lefr and right exposed ; end verlical ieft and right exposed; porch left and right exposed; Lumber DOL=1'33
plate grip DOL.1.33
iCt-t-l AsCg 7-05; Pf=35.0 psf (flat roof snovr); Calegory ll; Exp C; Fully Exp ; Ct= 1
Unbalanced snow loads have been considered for lhis design.
This truss has been designed for basic load combinations, vrhich include cases wilh reductions for multiple concurrent live
loads.
All plates are MT2O plates unless olheruise indicated.
Thii truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _* This lruss has been deiigned for a live load of 20.0psf on the bottom chord in all areas v'rhere a rectangle 3'6'0 tall by
2-O-0 vride vrill fit betvreen the bollom chord and any olher members.
)) provide rnechanical conneclion (by others) of kusi to bearing plate capable of \ti ithstanding 4307 lb uplifi at joint 1 and
4307 lb uptift at joint 7.
i) This truss is designed in accordance ryith the 2006 lnternational Residenlial Code sections R502 11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
2) Girder caries tie-in span(s): 60-0-0 from 0'0-0 to 24-0-0
f,AD CASE(sl Standard
../"
,$;',-"
'tt/'
JEREMIA}J BIGELOW
i i * l;oU Reference (optionaD ---rZbo"nlriZ32-offi ir;fiiirifi dffi"j"er'taYTrdi:il7FTf{1P;se7
tD:SSMummtEu.lSit txsieav lff eztaaci.uniLor.eoqTXFxGouZTls bvcdZYSp6HEv-K7zKG7t
)AD CASE($) Slandard
ffi";; L;;#r lncrease=1 15, Plate Increase=1 '15
U n i{orm Loads-f]%u,
o-t='un, 1 -7 = - 1 232(F = -1 21 o)
i Truss TYPe
i,
i Ro(
I
_L'
83338
350lit
3xO -:-
b irruss
1111100 lcR03
rAIT XIJN-EUiLb'N6 SIUFFI-Y, IEF6ME,ID'
IUSS
-t:'-n
1$ ll
14{ 0
6ceror I ?1{
cst
TC 0.94
BC 0.99
SPACING 2-0-0
Plates lncrease 1.'15
Lurnber Increase 1.15
Rep Stress Incr .-.^ NO 1BB lb FT = 00,6
JMBER
rP CnOnO 2X4DF No'1&Btt
5rcHono 2x6DF24ooF17E
'f AS 2 X 4 AF Stud 'ExcePt'
W1',2X4 DF No'1&Btr
EACTIONS (lb/size) 1=8803/0-5-8' 5=8803/0'5-8
Max Hoa 1 =30(LC 6)
ii"i upiitt =-2477(Lb 8) 5=-2477(Lc-e),
i,ia" olavr=too26iLc 2)' 5=10626(Lc 2)
)RcEs (b) . Maximum€omoression/Maximunt Tension
18fta421s,3-4=-18132J4215, 4-1a=-2331215434,5'10=-2337815430
; i;;;t-o i'D' t -g ='zest a rl,zr., 2-e='233 1 2t5 113-' ?'2
or c Ho R D't'B= -5138 :2ia66',i e= s\i}tziges' e z=-si r 2t22o}5' *6= -51 luDog'
,EBS 3.1=-z1g5ls5ii"'h,.7:.5\Aii,io, a:o=-Ja6ini,":6' 2-|:-usot122},2-8=.98014313
?5$9il3*, structuralwood sheathins clirecllv applied or 3-0-7 oc purlins
BoT cHORD Rigio cerilng-Jieciiy apprieO or 10-0'0 oc btacins
OTES'.t-f,|,r'r',.*,o be connected l9s.'ili'J'llh lTJl;itJI:')
nairs as folrorvs:
i i'l'JffiJ ;;;i il ; ti r-""'* 1 f : ; l'"1' :l,l l;?.1;Iop cnoluu uerrrr'v(Ev "-'
"iiir"r
t Z X6 - 3 rows at 0-4-0 oc.
Boitom chords connected
;iJ;"';;;;;;b.r as ro lrows; ? I 1 .1, I9Yjl,g:?*o:X;nii*:*1ff"',1F:i;3il:;'iiJ'1"1{i1i::,:'::*xr':l;i":::'S,)":'i."il)3/fii:,',il:::'"nlR,:,o*'''^^^.i^h o,,, r^ nrv connecrons have been provtdeot" J'fit1qT'ih;**:*t'^t:::.'nrp**:H$LT;l:1'"ittL.tliir-prv1"_ply_ "gln"9li9*
have been provided t" o'";{$!;,";:f ii:ilft, ;]o:",i0, rurWrns (lorv-rise) gable end
iiil: n#E;:06; eomph; rcDL=4'2pst 8€o^::lPL?:""^ rinhr eyoosed: oorch ret?rid ,ishi "-pJi.o: Lumber DoL=Wil: rcdC'?:;1,^r*l!iI"DL=4 2psf; BCDL=4.Blsr;;;ozilll,i5jr.l5Jloi;;'ilft ;; ,ishi "-pJi.o; Lum-ber DoL=1.33
;;H, ;;;t';""iGt und risht exposed ; end vertical lert
?'3lTllt337:J.1t ,=uu.o psf (flat roor snoui); catesorv rr; Exp c; Furlv Exp'; ct= 1
yil:1',il:*."""r"S11*:ilij: m:iJiili':iiil,ll',',"X"":'$f;i.n in.r,uu cases wirh reductions ror murtipre concurrent rive
'if;.$;"*
has been designed {or a 10.0 psf bottom chord live load nonconcu*ent,with any other live loads ^ '
- This truss has been o*r,g;il;|" iu"i"ro "i
io'optiil;; illtt crrora in all areas rvhere a rectangle 3-6{ tall bv
3#'J:f":H1'#**:miiW*::Ji"1ii::lJf"?'ll3;Bi"";apabre o{withstandins 2477 rb uprin at ioint 1 and
2477 lb uPlift at joinl 5.
)\ This truss is designed in accordance rvith the 2006 rnternationar Residentiar code sections Rs02'11'1 and R802'10'2 and
'
referenced standard ANSI/TPl 1'
J) Girder catries lie'in "p"nt")'
60-O-0 from 0O'0 to 14-G0
IAD CASE{S} Standard
t;; L;";6;r lncrease= 1
"1
5, Plate Increase=1'1 5
Uniform Loads (PlO""""" "vJi;i--'os, e-s=-og, 1 -5=-1232(F =-1216)
b l"l-russ iTluss TVPe
lr
)l1 | loo lsor lnoc {uss
tl
{ANRNN BUITDNb SUPPLY, JEROME, ID, 83338
#f__*3,i.3- - ' 'i'1' ,P'o* r*---fffi--- + -
21
6\10 UTIH=
20
6110 ffIlfr-
Satla | | 9/3
t0
i, 12 -.-.l- 616r--...._-.'...i__:: .,i'
I
:i,
tADING (psO
ILL 35.0
loof Snovr=35.0)
]DL B,O
3LL 0.0
in (loc) l/defl
-1.'12 23 >&0
-1 ,78 22-23 >402
0.59 16 n/a
, 48-10S , 5---?:ib:o----f ?
GRJP
22A1',!95
2201195
Ud
360
180
nla
PLATES
MT2O
MTlBH
$PACING
Plates Inctease 1,15
Lumber Increase 1.15
Reo Slress Incr YES
Code |RC20O6flPlzcf]lz
2-O-O csf
TC 0,48
BC 0.81
WB O.B5
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Hoa(TL)
Weight: 3Bl lb FT = 0%
8.0
UMBER
]PCHORD 2X6DFSS
CT CHORD 2 X 6 DF SS 'Except'
82,84:2 X 4 DF Stud
rEBS 2X4DFStud'Except'
W1 ,W2,W4,W10,W12: 2 X 4 DF No'1 &Btr
W1B.W19:2XODFSS
BRACING
TOP CHORD Struciural vrood sheathing directly applied or 2-6-0 oc putlins.
BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing'
WEBS '1 Row at midpt 10-22,8-22,23'24,20'21
i tvt i te x
-re
com m ; nd ;lF t ilta b r t i z e rs a nd re q u i ie d cib;tl
I bracing be installed during truss erection, in accordance I
l-rrlh slaArlz-ellElslatlen sq!de-- - - -- )
EACTf ONS (lblsize) 2=251510-$-8, 1 6=251 5/0-5'8
Max Horz2-453(LC 6)
Max Uplitt2=-1254(LC B), 16--1283(LC 9)
Max Gmv2=307S(LC 't3), 16=3078(LC 14)
f,RCEs (lb) - Maximum Compression/Maximum T-ension
rp bHonp j-2=ot32, z-3=ie7svjgs2, 3-4=-8266/3211, 4-E=-8186132-18, 5-6=-7556/2s08, 6-7=-745512914,
7-27=,9O54/35 47 ,8-27=-A5548558, 8-9=-6759/2621, 91O=-675912633, 1o'28=-B953lT]lt.-^
1j-28=-9os4/iiaz,tl-tz=1q55n004,12-'13=-7556R001,13-14=-8186/3324,14-15='8266/3318,
1 5-'l 6'-8731 /3499' 1 6'1 7*0132
cr cHoRD 2-26=-s61oiitts6, zs-zo=-soro/82b9, 24-25=-34eot7901, 7-24=-15341570,8 23='3505q_q11:-
Zl-ZZ=-ZzOOtBAl'A,tt-Zo=-t5341544',19-20=-3059/7901,18-19='3272J8259, 16'18='32721-8259
rEBS 9-?2=-eabr3oqt,to-zz=4znl1148;,til-it=-osoltszl, tt'21=-6691171o,13-19=-191/290,15-19='385/231,
ts-18=.a6tlsl1, d-zz=.szaslrr99,8-23=-7o1t1571,7-23--56ttll.t,Qrs'2,s1JT499l1-25=88sn28,
3_26 = 54 | 1 5i, Zi -iA= -SOgAn a6 1, 2O-2l =-2898 t7 461, 5-24'.847 | 427, 1 3 -2Q= -847 I 437
olES
wnd: nsce 7-05; 90mph; TCDL=4.2psf; BCDL=4.Bpsf; h=25f1 cat. ll; Exp c; enclosed; MWFRS (lovr-rise) gable end - ^-
zone: canfilever lefl and ,ight;po"ui; rinO v"rticaf ien'ana right exposed; porch iefi and right exposed; Lumber DOL=1'33
plate grip DOL=1.33
?Cf-f-inSC r 7-05; Pf=35.0 psf (flat roof snovr); Category ll; Exp C; Fully Exp' ; ct= 1
Unbalanced snorv loads have been considered for this design'
inii iiuis has been oesigneJ roili."tur ot min roof live toa-d of 20.0 psf or 1.00 times flat rool load of 35,0 psf on
overhango non-concurrenl vlilh other live loads'
This truss has been designed for basic load combinations, vrhich include cases vJith reductions for multiple concurlent livo
loads.
WARNING: This long span truss requires extreme care and experience for proper and safe handling and election For
general handling uno .r*.iion juidaice, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate
connecred Wood Trusses'i;;{gi), loiniry producecl by WTCA and TPl.-For project specific s,.ll11T:',"i::i1l^t1ithproject
engineer/architecUgeneral iontrac(oi, MiTek assumes no responsibility for truss manuiacture, handhng' erecllon' or
Dracrn9.
All plates are MT20 plates unless othenvise indicated.
f f,i! iruss has been design"O iot u 10,0 psf boltom chord live load nonconcurrent vrith any other live loads' ^. This truss has been U."is"id f"i" li""i""a "i eO.op"i on rn" botlom chord in all areas rvhere a rectangle 3-6'O tall by
2-0-0 vride vrill fit betvreen the bottom chord and any olher memDers'
)) provide mechanical "onn""tion
(ly olhers) of trusi to bearing plale capable of vrithstanding 1254 lb upliff at ioint 2 and
J2a3 b uolift atioint '16.
i T{uss
I s01
EUILDING SUPPLY, JI
ss is desioned in acco
:LIN BUILI
,
s Uuss is
cAsElsl
t)
]111100
rANi<LIN
OTES
l) This lrt
}AD CAI
Jesigned
Standard
desig
-\-\ \Jlo
"\q,'\-,V"''
5rl0 tlllH=
6{10 I'lI1&112)
6110 ilTl&1=
)ADING (Psf)
}LL atn
loof Snorv=35.0)
:DL B,O
OLL 0.0
IEBS
3T CHORD
/EBS
SPACING 2-AO
Plates lncrease 1.15
Lumber lnctease 1 15
Rep Stress Incr YES
Cobe fRC20O6fiPlz0f.z
csl
TC 0.49
BC 0,81
WB O.B5
(Matrix)
PLATES GRIP
MT2O 220fi95
MT1BH 221fi95
Weight: 378 lb FT = 0c/o
UMBER
]PCHORD 2X6DFSS
CT CHORD 2 X 6 DF SS 'Excepl-
Structural wood sheathing directly applied or 2'5-10 oc
purlins.
higiU ceiting directly applied or 4-$5 oc bracitrg'
1 ftorv at m'idPt 9-21 , 7 -21 , 22'23' 1'9'2o
TMiTer ruAr*endd ih?t Sra6ilizers dno recfirTredTross
---
i
I ftu"ing b" installed during lruss erection' in accordance i
I with stabllize-r Insta.[qtion quide - . --- )
BRACING
TOP CHORD
BOT CHORD
WEBS82,84'.2X4 DF Stud
2 X 4 DF Stud 'ExcePt-
Wt,WZ,Wq,Wt0,W12: 2 X 4 DF No'1&Btr
W1B.W19:2XODF$S
EACTIONS (lb/size) 1=24OVO'5'8, 15=2517 lO'5'B
Max Horz 1=431(LC 6)
Max Uplrft1=-1'171(LC B), 15=-1284(LC 9)
tvtai Ciavt=2S36(LC 13), 15=3066(Lc 2)
3F?"i"R3 Y:jl1}Ur%?ll:T::g&1)s1[',rj:i8l,uor.u, o-u !57^1ry,!2,5-6=-7473t2e26:93i='eo6grgsso,
7-26*.8969/3567 ,7-B=-6768t?622, a-g=:6i68/2Oib, g-zz-=-gesl13475. 1O'27='9044/346s'
1$11=-740eI3005,11-12=-7511/3003, ti-l{=--eiist3is'is-ta=-a22sts319', 14-'15='8693/3500',
1$16.0R2liH-#i*27,24-25=-is52tB?2!,21?l=g\g1??l'9]?:!T9!:/"*3,E7f .MEZiii2;:Z?,tffiilaiiii;=iiiiiid,iii6::y:{l6ry' i!:1":;??lPlu7i:::::;;K'i2?ii,,20-21--330V8646, ?{J-1v=-ior r/3{c' re-rv-'ww"wv'_io=-atultig,ft_1g=-191t2g0, 14_,18=-3gB/231 ,
6--zi=-lzZea}ia,b-zt="st9s/1 148,-9-20='65oJi951,:, c^,tAAoo A.A=_1c.ar2q? ,_2a--42st2ss.?fi;:1t?ffi?i:i;!:i;i:,tr iiii:;zi:te{1ti;.:.i:-4=:t1t:9:2;o'3"^;,J!1!}P3,2-24-'4Nt255'
2-25=-54r15e,22-23=-3ttdift0: i9:20='ts0o7 4\o' 4-23=-8571433', 12-1e='846t437
OTES
Wind:ASCE7-05;90mPh;TCOL=4.Zpsf;BCDL'4'8psf;h=25ft;Cat'll;ExpC;enclosed:MWFRS(lovr+ise)gableend
zone; canrilever lefl and right exposed ; end vertical l"ii';ffi;iilp"i"o;-p"i.n hft and rignr exposed; Lumber DoL=1'33
olate qriP DOL=1.33
i;irinice i-<islFr=es.o p"f (flat roof snovr); catesorv ll; Exp c; Frrllv Exp ; ct= 1
uii.i""""a1^ow loads have bion considered for this desiqn'
This truss has been a"ruiJi f";;;;;i;;;ilin roor riuJioul'of 20'0 psf or 1 0o times {lat roof load of 35'0 psf on
iliii*tJ*tJrtg.'tl35!L:i?"?i:!'1"'""1"0'lJ,'o'"arions, which incrude cases vrirh reductions ror multiple concutrenr live
loads.
WARN|NG;This|ongspantrussrequiresextremecareandexperienceforproperandsafehand|inganderection.For
senerathandtine uno ",*"iion"g;d#g;Fclrlg!-l{'bil
ilfi;;l;; Hanarii"'e' Inslallins & Bracins of MetalPlate
connecred wood rrusses ("BCSt'), jojnly produce. r;;r,h#;;;ipr..i- proi!tt specifiJ suidance, consult vrith prqect
engineer/architecUgeneral ioniru"ioi. Miiet< assumes'no'r""poniiUirity for lrussmanufacturo, handling' erection' or
Draclng.
nri piii"" are MT20 plates unless othervrise jndicated
Thi! truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anv other live loads'
. This truss has been designed for a live load of 20 gpli;;ft ilt't* chord in all areas rvhere a rectangle 3'64 tall by
2_0-o wade will fit behveenihe bottom chord and any other members,
)) provide mechanicat connecrion (by others) of truss il'ff;;;';;t; capabte o{ vrilhstanding 1171 lb uplifl at ioint 1 ancl
a aO t J\ , ,^tia. _r j^;-r 4 C
OTES
l) This truss is designed in accordanoe with rhe 2006 lnternalional Residential code sections R502. 1 1 1 and R802' 1 0'2 and relerenced standard ANslffPl 1
)AD CA$E{S} standard
b ;Truss lTruss TYPe
' l*ot {uss|111ro0 isolA I
rnNRL.irv a ullDirvG s up pLVl-reFOME-r o essai6-
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l)
]111100
TANKIiN
iotv lt,tt IJEREMIAH BlGELow 0001i
lM I rl,
I I lJob xeference (optional)- --TzbO . rurJeSZOdiiftaiiila*iAa'J,'rnc
=iue-Ma7OCd7-A r'at zottnaw t
lD:BSMurnmtEvnBiNxSjeavKYezKaCl.Jbv\,rsr,'4fEo9-rslsdg4zlShfdgyymt?fAPlYnzKGn
- gg;0 , ,,r;q* ""-,"""'^.ii*i---r --_zdd-_- ?.eo - +-ff
7'5-0 /-)-u1'd'0 7-9-0 ' 15'2'0
l.a.ii " -_-=756- -7-5-s a)-1.i
3.eo|I2-
n' | .i,-';'; ;: : :1' - ::: 7
Ar6
8
'15 o
.-r 13
1,6- q-loljll&i=
39-10-t I
s-10.t 1
]LL 35.0 SPACING
ioof Snovr=35.0)
]DL B.O
3LL 0,0 '
CDL B.O
UMBER
]PCHORD 2X6DFSS
CT CHORD 2 X6 DF SS
|EBS 2X4DFStud'ExcePt'
W1.W2,\A|/: 2 X 4 DF No'1&Btr
THERS 2X4DFStttd
Sttuctural lvood sheathing direclly applied or 2-5-13 oc
purlins.
i?icid ceilinq directlv applied or 4-5'3 oc bracing
1 Row at miopt 8-20,9-20'7-20
tTiT-eR rec<immends- ihal5tab-ilizers anu iiqui-red cross ;
I bracing be installed duting truss ereclion, in accordance i
I rvith Stabilizel.lnslsllalQn9-Ug9--. ...-.-- l
Plates Increase 1.15
Lumber Inctease 1.15
Rep Stress Incr YES
Code fRC2006tIPl20O2
in (loc)
-0.84 20
-1.43'18"20
0.40 14
I PLATE'
i Nrzo
I
Mr18H
I weion1111
2-O-0 csl
TC 0.47
BC 0.81
WB 096
(Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz {TL)
l/defl Ud
>853 360
>498 1BO
nla nla
GRIP
220fl95
220fi95
FT=0%
BRACING
TOP CHORD
BOT CHORD
WEBS
EAcTf oNS (lb/size) 2=27 421U5'8, 1 4-27 42lO'5'8
Max Horz 2=-137(LC 7)
Max Upliftz=-1358(Lc B), la=-ls!p(L! p)
Max Giav2=3190(LC 13), 14=3190(LC 1a)
)RC€S (lb) - Maximunr Cornpression/Maximunr Tenston
)p cHoRD 1-Z=otj2,z";::91s5/3i60, s-a=sosrrc62s,4-5"'85748638,5-6.="7194/2965'6-24=-7117n971'
7-24=-7u3t;ss1,)"i;-55biAZOg, A.g=.ssbeD263,e.25=-79e3J29_81' 10-2?='7117t2971'
1o.11="7tgiis6b, r 1-r 2=.8si#sbrs, t 2-ts=-e09iB630, 13'14=,-9185/3761,14'15'oB2- - . .
cT cHORD 2-23=-3644t8695,22-23=-3133t27O4,_21b2:-9133t77O4,21-ffi=-253716445'26-27=-253716445'
20-27=-253/t6445, t9-2e=-2413t6445, ig-ie*zatsf.aa6, za-zs=-2afirc445,18 N=-241316445'
17 -1 8=-3008i ft704', 16'17 =40a8ft704, 14-1 6='3521/8695
/EBs 8-2a=-1o4sii5i;5, brz;:zro+l.eoz, g-le=-53sli0qr, 11'18=-1205/550, 11-16=-431 fl61,1?'16=-5851251'
7-zo=-Zt64ll61- l-27=.SSSnO41 ,b-21=-12O51550, 5-23=-430tr61, 3-23='565/251
ffi: nscr 7"05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25fti cat. ll; Exp c; enclosed; MWFRs (low-rise) gable end
zone; cantilever teft and right exposed ; encl vertical r.ii'Jti1shi;poi"oi poi"n left and right exposed; Lumber DoL=l '33
plate griP DOL=1.33
lCliinlsCE 7-OS; pt=gS O psf (flat roof snorv); Calegory ll; Exp C; Fully Exp ; Cl= 1
UnUatanced snorv loads have been considered for this design'
Thisrrrrsshasbeenoestgieii*S;;;i;;;;lntoof fiveioaiof 20-0psf or10Otitnesflalroof loadof 35'0psf on
overhangs non-concutfent vrith other live loads
This truss has been desrgned for basic load combinations, which include cases rvith reductions for multiple oonculrenl live
loads'rirffi*t**'
This long span lruss Jequires extreme care and experience for ptoper and safe handling and erection' For
rxaratlinr Q. Rrarinn nf [\,letal PlateffiXliiI'J,ff.?l'J:ilil1ii'illll,d;'c.Jil;le Gi*J^''{*'?*;3:lil:x:l:*I#i,P":f[n:igillg1;
B?,?,?jl,l1\ili"toT,l,::::'i:il$iY;]ffiuffi#;iUivrcA;;Jipl. r"' pror"ct specirid guidanc.e, oongyJ!_with projeci
engineer/architecUgeneral contracioi" Miiek assumes no responsibility for ltussmanufacture, handling' erection' or
braclng.
All plaies are MT20 plates unless otherwise indicated'
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.vlith any olher live loads'
- This rruss has been designed for a live load of 20,0psi""ir,r u"tiii" .hord in all areas vihere a teclangle 3-6otall by
Z-0-0 viide vi itt fit behveen ine tottom chord and any bther members, v/ith BCDL = B'0psf' ..^ . i
)) provide mechanicat connection (by others) of truss to'ue"iinJ pfut" capable of lvithstbnding 1358 lb upliff at ioint 2 and
1358 lb uplift at ioinl 14,
10-2-1 1|--_--762-1-T-.-..
tate Oitsets tXJ):
OTES
t) This truss is designed in accordance rvith the 2006 Internalional Residential code sections R502.11.1 and R802.10 2 and referenced standard ANsl/TPl 1
)AD cA$E(S) Slandard
---#+-----*--- ffi _---r----ffi$
&10 ilIlfr=
roll7
\
1r6
0-::t:i
-+m --
rg 18 2l
PTATE$
MT2O
MT18H
Weisht;364 lb
GRIP
220n95
220fi95
FT=0%
UMBER
]PCHORD 2X6DFSS
CTCHORD 2X6DF SS
/EBS 2X4DF Stud'Excepi'
W1,W2,W: 2 X 4 DF No'1&Btr
THERS 2X4DFStud
Structural wood sheathing directly applied or 2-5'B oc purlins'
Riqid ceiltng directly applied or 4-4-13 oc bracing'
t Fow at miopt 7'19, B'19' 6-19
fm n;x UA;;t t"na;maeAbiliieis dno req uired Cibs s-_l
| [;;tilg be installed during truss erection, tn accordance I
I vr!!t'_9!e_UlE_9rl!!!qjl_ation Lu-tCe.- - --- l
BRACING
TOP CHORD
BOT CHORD
WEBS
EACTIONS (lb/size) 1=26291U5'8, 13=27 43N'5'B
Max Horz 1=-145(LC 7)
Max Uplift1=-'t276(Lc B), 13=-J399(19 9J
Max Gravl=3O48(LC 13), 13=3178(Lc 2)
)RCES (lb) - Maximtm CompressiorVl\/laximum Tension
lp cHoRD 1-2=-923387eo ,2-3=-8731t?s54, 3-4=-6ij14/3 oat, a-5=-72ffiPg.7-3,5-23=-7'13o12979' 6'23=-7106/2989'
6-7=-5se9t2264,7-B=-5509tz2at,a-zq=.ioi'itied2,g-za=-to\2t29i3,9-1o=-716712967,10'11=-8534/3641'
1 1 -1 2='8651 /3631, 1 2- 1 3=-91 5OB7 62' 13-1 4=0132
cT cHoRD 1.22=-3674t8744,21-72='314qnt24,^2OlZi='itiCnlzq,2D'25='2544t6456' 25'26=-2544/6456'
$-Za--zsqit6qsbliB.is=-Z+14/6€b, i*zt=-zatarc4f,a,27-zs='zat4l6436,17'28=-2414t6436'
1 6-17 = -3@9ft660; 1 5-1 6=-3009//660, 13'1s='35221866?
/EBs 7-19=-1M5t2357,8-19=2132t8O7,8-17:"-5*iOlzlo:it*rca5ll' 10'15-'43',1f/61"12-15='565/251',
6_ts=-2.tToti16, b-ZO=-SSS/10i5, a-ZO=-tnA.f,55, 4.22.-445t786,2'22=-5801260
o,int^l'
oa"t 2.05; 9grnph; TCDL=4.2psf; BCDL=4.Bpsf; h=25f1 cal. ll; Exp c; enctosed; MWFRS (lovr-rise) gable end
zone; canti{ever teR. and right exposed ; end vertical r"ii';;i;git -tpoied; poich left and right exposed; Lutnber DoL=1'33
plate griP DOL=1 .33
TCLL: ASCE 7-05; Pf=35,0 psf (flai roof snov4; Category ll; Exp C; Fully Exp ; ct= 1
unUuiuni"J snorT loads have been considered for this design'
This rruss has been u"*igi.i i";;;;;i;;;i;in roor tiveioal'of 20'0 psf or 1'00 times flat roof load of 35-0 psf on
ilijl,*f*T;:".?,'if$:i?.?i::,'ffi:T:;,binarions, which incrude caseswirh reductions ror mulripre cnncurrenr rive
|f,1f;i*,*n, This long span lruss requires extreme care and experience for ptoper and safe handling and e.rection' For
generat handting "no "r..iion Wi;G1.t* cuioe ro'6ooJ P;;i"; tor Handtihg' Inslallins & Bracing of Metal Plate
Connected Wood Trusses (',BcSl), iointly produced oV Wcn "nJ TPl. For proj6ct speciic guidance, consult with proiect
engineer/architecVgeneral iontraci6i. Mifet< assumes'n" t""pon.initity for truss-manufacture' handling' ereolion' or
bracrng.
nil ptaies are MT20 plates unless othervJise indicated rvrith any other live loads.
rr-ti! iiu** has been designed for a 10.0 psf bottom chord live load nonconcurreil
, This truss has been designed {or a live load of 2O.opiiinit'e uottom chord in all areas l'rhere a reclangle 3-6'0 tall by
2-0-0 rvide will fit betvreenin" ioitor chord and any bther members, with BCDL = B'ppsf'
)) provide mechanicat connection (by others) of truss iJ il;;; ;;i;capabte of vrithstbnding 1276 lb uplit at joint 1 and
1359 lbupliftat joint13' ^,---t6^-iianr;arlrarra<a.rinnsRsty2 11.1 andR802.10,2and
|)Thistrussisdesignedinaccordancevriththe2@6lnternationa|ResidenlialCodesectionsR5o2.ll.landI
lr iTtuss lTruss
TYPe
11 1 1 roo lrora l no.. tuss
iA-N K LINTin-rDtrv c d u P p LYJE-n oM E; i n+m6
lotv lPttr IJEREMIAH
BlGELow 0001
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| | I Job Reference -(oPriona l)-
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)AD CASE(S) Standard
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DELDELIVERY LIST
--' ': ':Franldin
,1., I{1-;':' ffiryfB i;ffit:trflfq
,-.,4.;.,,,.' *-- rr.rdrlto{fl r{c{rr-.-_-..' ?rllz'81':24.st6tFA':(tc.l)3t,t.:rlS!
pH (208) 324-8161 FAX (20S) 324_3.rs9
SIS Wesl Mair Sl.
Joromo, lD 83338
QUOTE #
0-uoie-on-ir-Vano Cor.rfAdi----
YARD PHONE #
DESIGNER
P8111100. '0RDER #
--;--;--'-- -- ' 1 ....-...I t |oRDERDATE--
Junry i DELIVERY DATE
I CUSTOMER PO #BoB WHtLLoCK :"fioB eorurncr'
1--:-*--**-I
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[,-____
sAtES AREA IEASTERN tolFo l.roe enor{r
JoB cATEGoRy: J_ j oEsrc,r,rrn BOB WHILLOCK
POCATELLO
F.B.S. POCATELLO 1951
POCATELLO,ID 83202
coNrRAcroR: JEREMIAH glGELOW
JO8 NAME: coM. oPTIoN
LOT / BLK SUBDIV:
RIGBY,ID
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REXBTJRG
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A,ile ilca\ Fari ly (:. il1tfl u 11 i ly
P.O Box 280
35 North 1st East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022Review Action
January 23,2012
Permit Number:
Project Name:
Project Type:
Review ltem
12 00027
426 Farnsworth Way, #3, Rigby -
Rigby Commercial Tenant Finish
Tenant Finish
Actions Required for Approval Approved
Building, Department Review
Electrical Circuits Review
Building Type Compliance
Energy Conservation Compliance Review
Mechanical Review
Exiting Review
lnterior Environment
StructuralReview
Accessibility Review
Complies with approved Site Plan Review
Height and Area Review
Building Code Fire Compliance Review
Parcel #'s RPRRXBl0332410
The electrical plans that were submitted were
very vague-make sure that all new wiring
meets the 2008 NEC.-The service was
inspected by the State(DBS).
Rooms must meet energy code requirements
for lighting except bathroom, corridor, and
lobby.
Exit sign required above door going from
hallway into lobby.
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CITY OF
REXBURG
clu - --....
A metica\ l:amil), Co fr mun ity
P.O Box 280
35 North lst East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022Review Action
January 23,2012
Permit Number: 12 00027
Project Name: 426 Farnsworth way, #3, Rigby - Tenant Finish
Project Type: Rigby Commercial Tenant Finish
Review ltem Approved
B u ifd i n g:DeprtniCnf Roview
Electrical Circuits Review The electrical plans that were submitted were
very vague-make sure that all new wiring
meets the 2008 NEC.-The service was
inspected by the State(DBS).
Building Type Compliance
Energy Conservation Compliance Review Rooms must meet energy code requirements
for lighting except bathroom, corridor, and
lobby.
Mechanical Review
Exiting Review
Interior Environment
Structural Review
Accessibility Review
Complies with approved Site plan Review
Height and Area Review
Building Code Fire Compliance Review
Parcel #'s RPRRXBt0332410
Exit sign required above door going from
hallway into lobby.
01t19t2012
01t23t2012
01t23t2012
o'U2312012
01t23t2012
01t23t2012
01t23t2012
o'U23t2012
01t23t2012
01t23t2012
?rxsrEcTlor'rucrnr Q
O BHg. tr Elcct. O Mcch. O
Inspcrion Request Rec'd BY
Req. BY Phone No.
Vroiect !N"fta'w'n'*wE
Pennit No'
lnspection TYPe
Day /Time Req.
lnspector's RePort
Fir
,-
nffis c-n l't Oa PPRov E D DwG S
DRNAL
D DtD NOt INSPECT
AcTtoN REQUIRED:
t{tri. - Olicc CoPY
F"FrF.cqr3
rblo0 . JoO Cogt
INSPECTION rrcKtraZa,r"!ffi
Elccr. W Mrrh,.
InsPeclion Reguest: Recd gv
leg. ByReg. By
D- . -7-I-roFcl /or.Lz4J: Fb/ S.
:__erc 2_?B_/z_
Phone No.
b
Inspection Type
-ryrrts^lar,<aa*>z
DaJ /Time pgg.
lnspector's Report
,{eo^r.
,1,T,ff Dv -Nh
0 Res.
6wnove; "''
,ffi,rr"or, D DISAPPRo'ED
ACnoN*rQrr*ro, DNoTAPPIfCABLE DFlttnr
DOIONOI|NSPECT
ffi:#T#*.'ttl"r. loO Copt er*.t*.orl6
Permit
Inspection
Summary
Permit Status of (Open) as of Report Date: 07/11/2017 8:31 am
Permit Details Permit Number: 12-00027
426 Farnsworth Way, #3 Rigby Tenant Fin.
426 Farnsworth Way, Rigby
Commercial Tenant Finish Rigby
Permit Issued Date: 07/09/2014
Permit Inspection Statistics
12Total Inspections Completed:
10Total Inspections Passed:
Inspection Pass Rate
83.33%
Permit Inspection History *Refer to Individual Inspection Report for more Details
Building Inspection Type
01/18/2012PassSAUREY AMANDAFoundation Inspection
Previously approved by City of RigbyInspector Comments:
01/19/2012PassQuinton OwensFraming/Structure Inspection
Sheathing & Firewall inspections done by Mike McGowen.
This inspection was for tenant framing.
Inspector Comments:
01/23/2012PassQuinton OwensInsulation Inspection
no vapor barrier installed.. paint to be vapor barrier.
dual lighting or occupancy sensors required per IECC
Exit sign required above door from hallway to lobby.
Inspector Comments:
01/25/2012PassQuinton OwensSheetrock/Drywall Inspection
North and south window need to be sealed around perimeter.Inspector Comments:
02/24/2012FailQuinton OwensBuilding Final
ADA bathroom: Pipe protection under sink required. Change in floor surface
greater than 1/4" must be beveled or ramped (if > 1/2") - at ADA restroom and
front entry to hallway.
This unit, south end, is identified as unit 1, not 3. Rigby can decide to approve
numbering or not.
Inspector Comments:
02/28/2012PassQuinton OwensBuilding Final
Electrical Inspection Type
01/19/2012PassBret StoddardCOM-A, COM-R, COM-T Electrical Rough-in
Approved for cover in the far south tenant space-service was inspected by the
State (DBS), 6 exam rooms wired with green (redundant grounding MC cable).
Inspector Comments:
02/24/2012PassBret StoddardCOM, COM-A, COM-R, and COM-T Electrical Final Inspection
Approved for a final and C.O.-panel and SE cable inspected by the State (DBS),
No A/C unit was installed-disconnect only (30A)-separate permit will be required
for A/C unit later.
Inspector Comments:
Page 1 of 2
(Continued)
Permit Details Permit Number: 12-00027
426 Farnsworth Way, #3 Rigby Tenant Fin.
426 Farnsworth Way, Rigby
Commercial Tenant Finish Rigby
Permit Status of (Open) as of Report Date: 07/11/2017 8:31 am
Permit
Inspection
Summary
Mechanical Inspection Type
01/19/2012PassQuinton OwensHVAC Rough-in
Gas line pressure test done by others.Inspector Comments:
02/24/2012FailQuinton OwensHVAC Final Inspection
need to label or be able to identify regulator & installation compliance.Inspector Comments:
02/28/2012PassQuinton OwensHVAC Final Inspection
Brought identical regulator still in package with tag. Tag ok's regulator to not be
vented in horizontal position.
Inspector Comments:
Plumbing Inspection Type
01/18/2012PassSAUREY AMANDAPlumbing Rough-in
Previously approved by the State of Idaho.Inspector Comments:
Page 2 of 2