HomeMy WebLinkAboutALL DOCS - 13-00205 - 151 Sunrise Dr - SFRCITY OF
Certificate of OcGuPancY
GitY of Rexburg
Department of Gommunity Development
35 N. 1st E- / Rexburg, lD' 83440
Phone (208) 359-3O2O I Fax(2OB) 359-3022
REXBURG
._9. ............-......--
Am eica's FamilY CommunitY
ilding Permit No:13-00205
rBC/lRC 2009
151 Sunrise Di
Single FamilY Residential
N/A
No
JSM Construction
3944 S 2000 w
Rexburg, lD 83440
JSM Construction
Addition of Gode:
Address:
and OccuPancy:
OccuPant Load:
System Required:
and Address of Owner:
I Conditions:
Residential, one-and two-family = 2'046'00 sq'ft'^
Utility, miscellaneous = 440'00 sq'ft'
Unfinishedbasement(allusegroup)=980'00sq'ft.
This certificate, issued persuant to th| requiremenf,sof s99l,b n 109 of the rnternational Building code' cettifies
that, at the time of issuance, this buitding"* nx portion of th9 buitding that was inspected on the date listed was
found to be in compriance with the requiimints of the coae ror ii g"-rp and division of occupancy and the use
forwhich the proposed occupancy was c/assffied'
Date c.o. lssued: -3- I l' t
G.O.lssued bY:
nffi*il'":"#fr11["JJi:H:J:liffifitilt"XT'"?.]"|"",iffi'ilft"JJntirin" ouloins orriciarhas reviewed and approved
said future changes'AI /A
Fire Departmenl: Nf 11
FireAlarm/SPnnker. Nffl ' -Y
P&ZAdministrator: N / /l
Mechanical
Plumbing I
Electrical lnsPector:
fr;jff;
lnsp."to.,s Reporr
-\Lhfs 9_,Ptronefr_tUH
Penuitrrffi!
Project
Address
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-CAPPROYEDoco ,rror,
AC?oN REQU,REa
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C} Erej:::":Resuesr: Recd Byxrq ay\Jhl 1 t. r "4 / o*Pru;ecr
Address
lnspection Typs
33t'*.n.
Inspector,s Report
Phone No.
Pennit No.
I
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.."" 'wAPPRovEo
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DOIONqTfiSPEC?
Signed
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pr'*_rGG
O Eter.
lnspection Reguest: RecU ByR.g. By-* . l, ", a
lnspection Type
?aylfime Ree
lnspector's Report
lloch. O Firc
a*_ Jjr(&L2PhoneNo. ,?.,,-ro,,t(..Vo6J
Pennir No. t z). -(.c Li {_
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tio'/l ,r..!
O Res.Comm.
nvspecrE
,NSPECTOR,So*r*
treusco%
DAppRovED
p{a (FTNAL)
rv-Eh
DDTSAPPNOVED
AcrroN*reur*ro, ON0IAPPLTcABLE DFINAT
Doro NorNsEcT
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Inspction Rquesf Rec'd By t'ta-ndcr nzrte 8/'ze / t 3\Req. By N tud dt' h,wxl,,u phone No. 3t tc - I -l I C
Project -.,WP-. - perrnir No. t'V AAZaf .
Address l1t -Xn ,n ^,t ,>t,
lnspection TyW Ft r,t,+t-
Day /Time neq. flf nf i 3 P. -rn . aaLfu"nte-
Inspector's Report & Res.D comm.
INSPECTED ITEMS CONFORM TO APPROVED DWCS
INSPECTOR'S ACTION
IAPPROVED gAt(eppRovED
trc.o. (F|NAL) nNOTAPPLTCABLE
flv Dx flN/A
DFINAT
flDrD NOITNSPECT
ACTTON REQUTRED:
lbroU . Job Copy Pr* - kerc|'lcoey
CITY ",?REXBTJRC
ftP "-"
Aweriw\ Family Camm*nity
RESIDENTIAL BUILDING PERMIT APPLICATION35 N 1"E, RE,XBURG,ID 83440
208-372-2326
PARCEL NU ( We will provide this for you)
:^rj::T:lT: Nrr#______BLocK# Lor#(Addressing is based on the information _ -.rJ U. "..*"t.;Dwelling Units:
How many buildings -; l"""tAm
Did you recendy purchase this property? EI No E yes (If yes, list previous owner,s name)
Is this a lot split? fl!-lrlo tr-"ES @lease_trring copy of new legal description of property)
PROPOSED USE
(i.e., Single Family Residenc., tttutti n*-n apuil-ffi.model, Garage, co--"r.iulf,ldiilrrFlf--
i,l?.i:*ff':i:XffH.'*1:::'fjl:?)j)::YT:9ll?1]'oN:.under pe'{? orp.,i,,,y, I hereby certig, that I have read this;n1?:?fiiffiH'#;,:H:H:5;1i'#n:r:jj:*lt-1""""1'#frfl':;T#;j'::T:'iJ.TTJlillnill,i,l;1*'i,.*.i#Jf$,T.1,ft:-"':ffi[:fi^.X,t1**,i:;f::*:i:if:{$y"::":g.[i'i"XT:'":fT[,::,T:T-'J,ffifri:tff:"0,.11'o.X','-o:i:,;[:ffi'.$il.*:']l6+#^ffii'.:lil:'#:xTr*:fui#",*""1'::::$[$:r"i*:it:"ff::.il'""tf,'J.T**::Ti:ffi::;:,73:.Ty,'ffil,1.',T:#;J,91T""*:"1y.*i"^l':11"r:.:_*;6t;#;#il:l#;frf;:;'JJ";:f"::?iffiH:,H:H:f3;::';nff:trJf*;Ttr"J.ff#ilHnf:H*tr*:i,,i;'i.,"";#;"#"#ilT;'HffiT:*""ffffif#','"':i:T:H**1;fl,started within 180 days.
Applicant
TTARNING-BUI #l*s-ltsryPERMITMUST BE POSTED ON CONSTRUCTION SITEIffi;;;#1."*Citv of Rexhttro,c A----r^-^- ^raL^ -r-,-"i',o": j.YT,',5:,i:':::x*r["**"f ;;;;"'iil#;ililil1-"ffi
lfSse Complete the Hntire Application!
lf the cluestion does not apply
Parcel Acres: o f.6 t'
CONTACT PHONE # "ZO F
PROPERTY ADDRESS.
PHONE #: Home $7ork C61- g"q44r:
:-T:-,*
ILINGADDRES:' crw: ttxB,ze€r srATE: rp zrp: E,?/tza
APPLICANT (If other,h"r, o*
(Applicant if other than owner, a .t r.-.J,
APPLICANT INFORMATIoN: ADDRESS
STATE: Zp_ EMAIL p6;q
PHONE #: Home
MAILINGADDRESS, Ctrv__LsBuv4_STATE rZ_Zw_SZ%
PHONE #: Home
Signiture
**Building Permit Fees are dui "t ti-.'"i"ppu""i.l* ,r*Bulding permits
"rffiffi;:T:H:l::.. nor creadci
Building Sofely DepqrtmenJ
City of Rexburg
CI'TY OF
REXB{IRG
ct|v *-__-' :**
Am e iu! Fan ily Commun i ty
35 N. 1,t E., Rexbutg, Id 83440
OSTNER'S NAME
PROPE,RTY ADDRESS Pemit# 13 rcr20<SUBDIVISION
PFIASE
Requtrcd!!!Plumbing
Fo ( ) n^^n
(C OMMERCIALA-NDUSTRIAL) T otal cos t of ptu-Orrr*(nclades tbe cost of materiak i:rtarcd :sardtet.! o1 ,h, pnrE rupp/ting it ?u pu frntoio tb* inEation ype thatl Epjt to arr and all pnot specifca@ mentioned elseathere on tbitfom). o J
D Up to $10,990^ ^ - (total cost of system x 0.02) * 60 = $tr Between $10,001- $100,000 1 (totrt.ott or- - to.boo) x 0.01) + g260 = gtr Over 9100,001 f f,",A ."r, "f q".", {0q0dli x o.o'os; i gt,roo = gRESIDENTIAL
lYew: single Family Dwelling, including aII buildings with wiring being constructed on each ptoperty. (*Based on riuing space,see defrnition below)
D 1,501 to 2,500 sq ft. g195
tr 3,501 to 4,500 sq ft _ $3251,000 sq ft. or porion thereof ($325 * ($OS x # of additional
D Up to 1,500 sq ft - 9130
D 2,507 to 3,500 sq ft _ 9260
D Over 4,500 sq ft 9325 plus g65 for each additional
- _ 1.000 sq. ft or portion thereof,)).
hlew: Multi-FamilyDwelling (Cont ^"toii Ootyl
D Duplex Apartment g260
tr Three ot mofe multi-family umts: $1301>er building plus $65 per unir ($130 x #. of buildings) + ($65 x # of units)u Existing Residence, and Detach"* slgp, $65 e-. pl", gloper rotri. "p t" th. -"*i-il oFE .o*espondingsq. ft. of the building ($65 + ($10 x # of fixtures)) r ---- -r -"
D Gray Vater Systems: g130 ' -
! Lawn Sprinklers/Backflow Device: $65
tr Modulat, Manufactured or Mobile Flomes: $65 for sewet and water stub connectionsD ffcgu+ose Fite sprinkler and Domestic water supply system: g65 fee or g4 per sprinkler head, whicheverrs greater
Sewet & Watet
tr $38 Sewer Line a$38 water Line ng65 sewer & water- if inspected at the same timetr $65 Sewer turnaround undet house (change from septic to city) r
MISCELLANEOUS f _
D Plan Checlc $65 per hour
tr Technical Service: g65 per hour
D Gas Line:965
D Water Ffeater Replacemenc $65
o Requested Inspection: $65
D Hydronic Heating: $65 + 1g1g x # of manifolds/zones)
xliving Space - space within a dwelling unit intended for human habitation whigh may. leasonably b: utilized for sleeping, eating, cookingbathing washing rccreatioa, and santitonpurposes. An unfinished basement is corrsidered pari of the living space.
Cl '',.,, on f-i(7 -23' /3ture of Contractor !r.!"!. number & Exp. date Date
Bu*lding Safety Deparlmsnt ilt1t (lr
nEXnUnc
tl -.
?tqr*rsl lt*rnr& {'rwrnr41q,
15 -\ l" li., Rcxburg, Id g3.140
t-owNUR's NAMH *JS{l Ahs4nrctn ,PROPHRTY ADNRS,S$
OWNS,R'S CONTAC" PHONIJ
OWNIiR'S [iMA II, AI}il RI.:,SS
Pcrmit# /3 _u5
Reguiredlll Mechaaisal
ffi f#,Y3,lf, #-1s,YlJ5,--Y#mg":lH::lHf .*.:y.:trr{conrrue,,,ramorm,)$W#;IX:#ffi#l#i,,,-.:l*,r^X j;,#:;;fi#"ff#f,'h:ffi :fi,ffi ffi;iffi X:iim-r*.-iailathtian yt tpdfntg maaomd ,t"*,t"* ri iiirjlis.n US to $10,00S
n Bctwecn flL0fl -
fl' O+tr$100,001
RA$IDENTTAL
JVcru$r4g/o/'r*iJi DvctlifrS' iautadiag cII buildiqr wie v*iry fuirg conr&*ctcd oa car,, ptryety. (B*wd w rluiag rpncc,ttodefiaitiw }nlav)
s Up m 1,500 nq ft - gt30
a q50t ta 5,500 *q fr _ 9260I ovrc 4,5ffi uq ft $3zs plus $65 for each arrdirion*r 1,0*0 sq o""r'oJlrt*tf*if;r ft * s3z5
Ncniltliri-Ftu,ihnwcning (con*ca,rs S:iji- ($6s * .o Duplex Apartmcnt g260 -',
n'ltrut0rm0rerrruIti-farni}yurrim;$130pcrlr*ildingFlus$65lxr*nif.
" :.T'i,ff8 1ilff;;trH,h5ll*Um*:liHo*** *ffi;; sr, *ffiffi *,
Mt$cELLAhlEouS
-
?rri; prn; i+l;-J"#c c*rresp*rrdins *q" ft' or the burldng'
s Plan Chcck: $65 pcr haur
n Tcchnicslstrvirel S65 pcrhour
u Gas Liae: $65
c Wa*ff Hectc: Rcpl,rcrrce*fi $65m Retuesttd Inupcctiaa: 965* Firuphcc/$olid Fucl Sut*iug.tppli*ucc: $65 per inspecrion
'1.ro,H'Uffiff;fiffi-ffiffiff1'i:#ffif;3:ffiA#f_Hffiffitl,#Jlff:_,:;deenins,ca,ins,co<,kins,*+Er*mpres of HV'{c Equipmen:-fum".* iprl"-**r, sorry,,*rter hertrr, *c.
{tt}t$l cost af$,vstcrr: x 0.0?) * 60 * $f100,00$ ( {rotnt cc\$r ql,$ysrctn _ lq,f}Q0) x 0.0t} + S260 = S( {rnr"t rqst of sysren, _ 10{),(}0b) x O.*-OS; + $1,160 = $
Csll llhons
Brlinsffi
35 N. t" H., Rcxbure. id 8344s clty of RexburgPhonc - (2os)r59-1620 / llotiine _ (Zo g)37A_2344/ Rax _ (20S)359_30a2
o\flNHR's NAMH -...Jo,n,,PROPER"IY ANPNTSSowNER coNracr pH6
NEXBURC
f*
,4srf ri{*} }*ai$, (4rfrra*niry
O$rNER EMArL I\DDRESS
Pcrmit# /0 002D9
Approved for temporary powerapproved for permanent power
n
XRequircdlllETECTRIC,4T
Electrical Conffactor,s Nr*" ]il]Businessx^*" \fu) Fl.</ric- LLC
City
Phone
Fax
, ..1
(coMMERcIAL/INDrJsrRrAL) tor{::r, of erectdcar eyetem (contr*ctedAmount) $-(ailndu ttn nt oJ nahiah 'Tj:':!
,ff:!!':]i'"ffi '.epa,*;,- ru,fi* tiiii )hu ,m i,p,rion fip fialt appg ra an' ard at &aitat ittttaltatiottt
nat tpdfully mttionai eluwt
n up to $10r00ten
an thr lotm)
rtntnt^^-r ^r --
: {fiirit*i-$roo,ooo [ ,:t;f**;in /rl,-,- ii^^ ^- -n overgtoo,oor ))lffyiylxsreu0*)x0.01)+$260=$s-"u w*r.,it""lHi,o^.?y,,rr, *,lr,r pj.li:f: ,
:-*::T:*::t*' Does Nor r.q,rir* inspecnon.
Ing szt'ru l' cost and not involving a change rnRESIDNNTTAL
I Ncw siaglc hailrDwclliag' iactadiag ill huitdiags with ufuiag beiag eaat&tctcd oa cech ptopctty. (Bascd aa Euiag sptce,
scc dcfiaitioa bclow)
o Up to I,500 sq ft _ $t:On 2,501 to3,500sqfr-$260 o 1,501 to2,500sqfr-$195n over 4'500 sq rt s325 plus $65 nor each additionar 1,000 sq r:".;':ff#,filllr1;fl3luru x # oraddiqonar*"*-r^ i#*)or",o Duplex Apartment S260D rhree or more muld_familv units: ,ir_l,nLr1hqg": lfr*:,il_tr Existing Residence' M"a"rt-iilanufacr,.red ori{obile !{omes, and Detachld s.frop: sos r". ptffio p".branch circuit,. up to_ the maxim.*-"r rr," ..:.r;;;;G;:
1r, iirr," $;i M
D central Heating/co"r'ts syt*-r' gas wl,.ril.id;=p;";of ncw..sidentiiiliivAC permit with no Jaition"tWiri"g
o Spas, Hot t:0":,j10l*T*io* poots: $65 fec for cach t .Puanlvay, rrigatioa, ccvezgc (cach aotor)
'ools: 50) tec for cach tnp to inspccr
n $63 up to 25trp -
tsls :;;{"200Hp ugt30 over 200 HpMISCELLANEOUS
: ru:jil&,:$":":u'o.#il,:1',1;j1?.tril:j:ff::H;;Ll* " pericd no, ,o exceed r vear) - g65u Irtigation Machinc: $65 for c*rrter pivot prus g10 per rower of drive mororn Technical Srvice: $65 per hour
I
tr ?lan Check $65 per hour
0 Requeeted Inspection: g65
'lillgffi*;tr;::Xr'x'ff:fJl i:iHffii:: ff*Iy:l:rv reesonabrv be ufiilld ror sreeping, e*ting, cooking,
f,- / /, / // ./-'---"'
'rn unurushed bascmcnt is considcrcd p* "irt " rvrng spacc.
t3 '- ( -Lrcense number &Date
t
Zontng:Number of Stories:
-Plot Plan l@tood Plain
l
,,/ Flor, / Foundation Plan
,/y'sectionshowing construction details
k"*iai,,g et.'utio*
tlo,ui*criteria (shall be identified on plans as wind - 85 m.p.h', Snow - 35 lb' Per sq ft')
/
/T*""Calculation Sheets & -Floor Joist Details
ff-Mechanical Design
N a*Frr"rgy Calculations (R320 & Ch 11)
B. zoning(circle one - new zoning designations adopted in 2005)
tDRl 12,000 sf min. (wiAtf,sO ft:miq)
LDR2 S,OOO sf min. i*iatl60 ft. min); Duplex 10,000 sq'ft'min' with C'U'P'
RR2 21,7g0 sf min. i*iatrr 150 ft min) Duplex allowedwith c.u-P-
Other (V"tify zoningrequirements)
TDENTI PLAN CHECKLIST
Datei f-M=13--Building Permit Nurnber:
Project: -6il Job Addr "rrt /f,l -Ci^.^+r)},u, . dr ',
Basement: Yes @lri" unfin. Fixtures t H,,
(Note unfinished basementsXspecial condition on permit)
FloorArea(sf: *f.0{& frnished, unfinished' tflCI gatage MechanicalFee:
!,,
The following ssmments based onthe 2003 edition ofthe lntemational Residential code should be resolved
before a building p;r"oit is issued, This correction list is not 3 buildTg permit'.fr"..u9ryo".d of plang and
fr|fr#; GJ;, p;; .he violation of any section ofthe lntemationat Residential code or anv federal,
siate or local regulations.
PLAN CIM,CK
, A. Plans
NQ:r" scale
tZO Ol International Residential Code)
C. pse ,YlSneI" F amily -UuPlerGPRl onlY
D. SelBacks (taken from eaves)"rffit-t"tirtllz ft. from cwb) -Note: 60% min of frontyard green
,.€-set back &DRl 25 ft. &,LDR2 20 ft')
,.r{rd"rset backs (6' for every ft. of building height with LDR - 7.5' min., & LDR1 - 6'min')
rf
"/e"ildiog-Height (maximum 30 ft.)
F..footings .. ' '-fip;;,-Vize
(as per Table 4a3J,use 1500 psf unless soil type is known, Table 401.4-l for soil bearing)
"/1
:L g"U* (244 continuous)
,a
,/FootneDepth (36,, below finished grade and l2'" below undisturbed soil; 18" to top of slab - interior)
F. trFundation
/Fowdanonwalls w/ rebar (qity pffli"?Pce)
3Y3"X/f iu
An AnchorBolts with€Bezr1€,tr" square washers (incl interior bearing walls) R403'1'6'1
Nf-fihoation plainage (foundations on sift soil shall be designed per R405)
'' l/oremrnnfino rn finish made- R406'1 (f above gradeR404'1'O
ufu*pproofing^Vaterproofing to finish grade. R406.1 (fod. extends 6" min i
N,ps_cravilspace access of 18" x 24- min.R408.3 (may differ if mech aplianrl ilrn crawl spa:e M1305'1'4)
_cre$c€paoeventilation/Insulation:1 sfventper 150 sf. (.withmoisfirebarrier 1 sf. per 1500 sq'ft') and
witldn 3' of each corner (ilsrilate walls vent to inside oihome) R408.2
,'
-yfuaang slope away from house' R401'3
G. Flnme
:
-yrf,eisnic Hold Downs and Braced Wall Panels (R602'10)
-Floors joists sized as per R502.3, Wood I-joists sized per manufr.
_Joists underload Bearing Partitions shall be doubled. R502'4
':
Giiders sized per R502.5 or per manufr. Tables for engineered pioducts
Cant'rlevers (comply with R502'3'3 or manufr instruction)
/ o .Io))c^-:,,/ Floor Sheathing (3/4" min for joists 24" oc & 518'for joists 16" oc) R503'2'2
----Wall (bearing and nonbearing) stud sizes, heigbt & spacing per Table 602'3(5)R602'3 :
Headers in Bearing wall shall be designed as per Tables 502'5(l&2) R602'7
-/
,,/*orr*sses (desiglgd according to R802.10.1) 35 # Snowand 90 mph winds O'ocal Conditions)
,/
/Xun"rand Truss tie-downs' (RS02'1 0'5)
,/ l*"Access 22" x30" min. opening (R807)
H.TDxtefior Covering r - ,-: ^,y' Mason' and stucco shall have weather resistive barrier over exterior sheathing R703'2 & 7a3'9'1'
:
I. B.oof Covering and Ventilation
4kootYentilation as Per R806 /
-yl Asphalt Shingles (slopP2:12) w/ ice protection- (other type: to comply wlRgo1( \
J' Iirewalls rabitable space) R309'2'/;^;;;ffi""se
drywall separation (protect ext. walls g fsams supporting t
,/lDoorfrom Garage to House (l 3/8" solid wood or steel door, or 20 min. fire-rated door) R309'1
-
_MTF"-ffiry DwegingSeparation (1 hr fre separation) Supporting structure also rated' R317'1
--,twtr"ffines & Townhouses(2 hr separation & 4' overbumprotection or parapet) R317'2
omllel tn and within : d NO openings' R302
_p*t".Wmsparallel16 a,'dy,.ithin 3 ft ofproperty line *7N0 openrngs'
-Peee*a+ieas.in previous 3 items to comply with R317'3
IC General Requirements
HouseNumbers R321 'I-r/
y6$ openable 3sf window orMech. ventilation in bathrooms, water closets, and similar rooms' R303'3
/
/rTr"norand exterior stair illumination shall comply withR303.6.
/ "/" ./' n-t/
"rfirom
Fixhne clearances "rft
with Figure R307.2
/ :ast 120 ,f.; Jither habitable rooms 70 sf. min il a min- dimension of 7 ft' R304
V-O""room at lt
*areas w/ sloped ceilings less than 5 fi in heigh_t &fiirred ceilings less than 7 fi DO NOT comply
*50% o, *oi, of the rf,quired area iust be it least 7fi high in rooms w/ sloped ceiling
,/g,gr"rrclearance from window wells under cantilevered floors' R3L0'
A^n atHazardous Locations R30S-r/
(EmeryencyEgressina]1sleepingroomsandbasementswithhabitablespaceR310
*K"required Exit Door shall comply with R311'4
,'u/larrangs at top and bottom of stairways R311.5.4, and each side of eachexteril door' R31L'4'3
&X,x,g"1fl "Tfr ut:il:,'73;#JaTF':T;*ff *']#,W{:,u;'*'l
-d-"#nditions for circular, spiral and winder stairways and bulkhead enclosures R311'5'8
/t@rotection (enclosed accessible space under stairs shall be covered with 1/2" &ywall) F.3L'.'z2
-Cmrdrzih comPlYing with R3 12
y(Smoke Alarms (gach bqdlgom and common area and one on each level) 61 313)
L.Enerry .- ,
A^""with gla-ing < lsohof gross area of ext. wa-lls (Townhous es < 25Yo)to comply d chapter 1 tr '
"r*ir" shall meet requirements of IECC for respective building type' NILAI2
,/ _^- ^
/Vuoorretarder on war'm in winter side of walls, ceiling and floors R318
/r
t/ *Wut"tHeater heat taps IECC 504.7
.//,/o*"tsea I in g and insulation N1 1 03.3&4 or IECC 503-3-3-3, 503.3.3.4.3
Ans match quantities & values on a'tpassing" REscheck compliancereport
M. Mechanical
,/ t --r
_(|*appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G24A6'2
,/t/ Room access 24" minwidth/A-ttic access clear opening}}*aunder floor r-o-22x30. M13O5
-/
_{yO"rVent length 25' maxd 8' transition (-5' per 90 deg tums) M1501.'3
J rru.chase shown on plans (B-vents not to be inside insulated walls without insulation shield)
sunrise rd
13 00205
151 Sunrise Dr - SFR
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& Components LLC
ORDER #
DATEo4/13/1s iAG€.i
J0438-1
DATE OF INVOICE
JOB NAME:JSM Spec.
MODEL:
LOT # SUBDIV:
JOB CATEGORY: Residential
ROOF TRUSSES LoADTNG
INFORMATION
TcLL-TcDL-BcLL-BcoL i srREss tNcR ROOF TRUSS SPACING:24.0 lN. O.C. (Typ.)35.0-8.0-o.o-B.o | 1
PROFILE QW Pt"l'c TYPE
ID
BASE
SPAN
o/A
SPAN
LIJMBEF OVERHANG CANTILEVER STUBPLYTOpBOTTOPBOTFTRIGHTLEFTRIGHTLEFTRIGHT
1 6.00 0.0(
Special Truss
A1 1 8-05-08 1 8-05-08 2Xt 2X4)1-06-00
, /rlTh*1 6.00 0.0c
GABLE
A1G 1 8-05-08 1 8-05-082Xt 2X4 )1 -06-00
, -TX
1 6.00 0.0(
Special Truss
A2 1 7-06-00 17-06-002X42X4 01 -06-00
/ll\\1 o.ut 0.0(
GABLE
81G 07-06-00 07-06-002X42X401 -06-00 01 -06-00
@*Ium 6.0(0_0(
GABLE
clG 20-06-00 20-06-00 2X42X601 -06-00
o 6.0(0.0(
COMMON
D1 34-00-00 34-00-00 2X42X401 -06-00 01 -06-00
I 6.0c 0.0(
GABLE
D1G 34-00-00 34-00-002X4 2X4 l1 -06-00 01 -06-00
10 6.00 0.0(
COMMON
33-09-0033-09-00 2X42X4 1 -06-00
1 6.00 0.0(
GABLE
D2G 33-09-00 33-09-002Xz 2X4 )1 -06-00
4 O.UU 0.0(
Monopitch
M1 06-00-00 06-00-002X42X401 -06-00
_4 6.00 0.0(
GABLE
M1G 06-00-00 06-00-002X4 2X4 01 -06-00
A 4 6.0(0.0(
Monopitch
M2 04-00-00 04-00-002Xt 2X401 -06-00
ITEMS
QTY ITEM TYPE srzE LENGTH
FT-tN-16 PART NUMBER NOTES
10 Hanoer HU526
THE ABOVE LISTED ITEMS
RECEIVED BY:
HAVE BEEN RECEIVED tN GOOD COND|T|ON. (EXCEPT|ONS NOTED)
THANK YOU FOR YOUR BUSINESS.
IIffiI!MlTek"
Re: J0438-13
Sunroc/JSMSpec./4- I 3/JR(ID)R
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
Teleohone 91 6/676-1 900
Fax 916/676-1909
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Trussworks, Inc..
Pages or sheets covered by this seal: R36255844 thru R36255855
My license renewal date for the state of Idaho is August 3l,ZOl3.
Idaho COA: 853
Lumber design values are in accordance with ANSI/TPI I section 6.3
These truss designs rely on lumber values established by others.
April 15,2013
Tingey, Palmer
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, peTANSVTPI l.
ffiF'*'€}s
Job
,0438-1 3
fruss
\1
truss Type
;pecial Truss
otv
1 1
SunrodJSMSpec/+1 3/JR(tD)R
R3625584
ldb Pafcran^a /^^ri^n.l\Snake River Truss & Components, ldaho Falls, lD 8340.1 Aua 25 2O1 1 MiTek lndustries
LIMITED ACCESS STORAGE LOAD NOT CONSIDEREDFOR TRUSSES tN TH|S JOB (20 pSF - 24'WX 42"H)
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2X 4 DF No.1&Btror DF 1800F
BOT CHORO 2X 4 DF No.'l&Btror DF 1800F
WEBS 2X4DFStud/Std
BRACING
TOP CHORD Structural wood sheathing direc{y applied or 4-&1.1 oc purlins.
BOT CHORD Rigid ceiling direcfly apptied or 1O-O-O oc bracing.
1.6E
1.6E
bL:1:$.5
PLATES GRIP
MT20 220t195
Weight: 75 lb FT = 0olo
MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) 6=915/G5-8 (min. 0-1-8), 2=1076/0-$8 (min. o-1-g)
Max Hoz2=70(LC 8)
Max Uplift6=-54(Lc 9), 2=-1 04(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less excepl when shown.TOP CHORD 2-8=-1 s58/1 66, 3-8=-1473t1a2,9-9=-1141 h2S, 4-9=-1054/1 36, 4-1 O=- 1os4t141.
5-1 O=-1'l 431132, 5-1 1 =-1 442h92, 6-i 1 =-1 S4S1A4
BOT CHORD 2-7=-12111305, 6-7=-120t1314
WEBS 4-7=-24t561,5-7=-458t112,3-7=-444t1o9
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=4Sft; L=24ft; eave=4ft: Cat. il; Exp B; enctosed; MVVFRS (atlheights) and C-C Exterio(2) -1-6-13 to 1-5-3, Interio(1) 1-5-31o9-2-12, Exterio(2) 9-2-12to 12-2-12zone; cantiteverlefi a;d rightexposed ; end verti€l lefl and right exposed:C-C for members and forces & M\NFRS for reactions shown; Lumber DOL=1.60 Dl;tegrip DOL=1.60
3) This truss has been designed for a I 0.0 psf bottom chord live load nonconcurrent with any other live loads.4) This truss is designed in accordance with the 2OOg International Residential Code sections R502.1 1.1 and RBo2.iO.2 and referencedstandard ANSI/TPl 1.
LOAD CASE(S) Standard
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES
Code lRC2009iTPl2007
DEFL in (loc) l/defl L/d
Vert(LL) -0.1 1 2-7 >999 960Vert(TL) -0.26 2-7 >840 240
HorzCfL) 0.04 6 n/a nta
Wnd(LL) 0.03 6-7 >999 240
3b or'C%sfryt
April 15,2013
[,8.,*rffW; Vrrl]1dcigmSrwame.*wrori.ll#.*fl.&t]f&$SJ{I}JiS*}tr r3{c{,.{.r*g$ jlti?lt${ti*S'tlrdt}trt}f**#Srff-?i{ruBafo.gtt{*$g,
Design volid fd use only wilh Milek connecloE. This design b bosed only upon poromele6 shown, ond b foron individuol buitding componenl.Applicobility of designpdromefeB ond properincorpdotis of cmpone;t k;esponsibility of building designer- not lruss design;r. Brocing shownis forloterolsupporl of indivijuol web membe6 only...Addilionol tempoory brccing lo insure siobility-durinj corotruct'on is thJresponsibillity of the
."j::11i,1d91t!l!l"lryI"9nent brocing_ of lhe overoll struclue is lhe iesponsibilify t the buitding aes;gner-rd generciguiaonce iegorain€jioMcolio, quoliiy conlrol. ttdoge, delivery, ere.cl'bn dnd brocing, consull at{St/TPll Quonty Cdterfo, OS!-89 ond last lulldhg dompo'nchtS-otcly lnformoffon-_ovoiloble_from lru,Js Plqle Institute, Z8l N. lee Slreei, Suite 3 | 2, Alexondtq, V A 223i1,!l $utbeft P, n6 lsp] luF M E rp's fi€.di llrE dlsiln ffitu€r erelh.re !rt!,*jr€ ?6lgflt*L3 by*lic
- -=="
Milok"
7777 Greenback Lane, Suile 109Ciltus Heights, CA, 95810
Job
J0438-1 3
fruss fruss Type aty
1
SunrodJSMSpec./4-1 3/JR(tD)R
R36255845
Job Reierence tootimal)rD 83401 72fi s Aug 25 201 1 MiTek Industris. lnc. Sat Atr .13t.zw 5 Ng 4c zv |.t Mt I eK Inoustns, Inc. sat Apr 13 14:54:50 2013 page 1lD:xox3zBPUiwgRsuGPQ-v44kzVswa-pRFSqpJmTsKA5MtawngFypTFv2NgpTsydtitRzzR3tJ
,-*4f=,-l
6
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code lRC2009/TP12007
DEFL in (toc) t/defl Ud
Vert(LL) 0.00 1 nh 120Vert(TL) -0.00 1 ntr 12OHotzOL) 0.00 10 nta nta
LOADING (psf)
TCLL 35.0
TCOL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORD 2 X 4 DF No.1&Btror DF 18OOF 1.6E
BOT CHORD 2X 4 DF No.l&Btror DF lBOOF 1.6E
OTHERS 2X4DFStud/Std
REACTIONS All bearings 1B-5'8.
(lb) - Max Hoz2=70(LC 8)
BRACING
IOP CHORD Structural wood sheathing direcfly apptied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directy applied or 1O-O-O oc bracing.
Weight: 81 lb
GRIP
220t195
FT = 00/6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Max Uplift Ail uptifl i00 tb ortess atjoint(s) 2, 15, 16, 17, 19, 12, 11
Max Gfav All reaclions 250 lb or less atjoint(s) 10, 14, 15, 16, 13, 12 excepl2=321(Lc 1),17=272(LC 1g),1 i=337(LC i4)
Iq!9ES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or less excepl when shown.WEBS 9-11=-260/150
NOTES
1) Unbalaned roof live loads have been considered for this design.
2) Wnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft: L=24f1: eave=2fli Cat. il; Exp B; enctosed; MWFRS (atlheights) and c-c come(3) -1-6-13 to 1-5-3, Exterior(2) 1-5-3 to 9-2-12, Corner(3) g-2-1ito 12-2-lizone; canlitever teft and rightexposed ; end verlical left and right exposed;C-C for members and forces & M\A/FRS for reactions shown; Lumber DOL=1.60 piategrip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nomal to the face), see standard IndustryGable End Details as applicable, or consult qualified building designer as perANsl/Tpl 1-2002.4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 1o.O psf bottom chord live load nonconcurrent with any other live loads.8) This truss is designed in accordance with the 2oog lnternational Residential Code sections R5o2..l l.1 and R802.10.2 and referencedstandard ANSI/TPI l.
LOAO CASE(S) Standard
'o-\d>. ,o'\/.\9/K€ nF \OY-Q.Grefu;,,rd
L :Jr'*$sr-irc 'ytrif# dcrisffi pff{f?cfffi qd.sfi*s.i$?&s oJf }"#i#J-r$ t&Tr.{,*lnt *f?it*f tqlr-}'ssasn&s &{$#$t#"i;r{iiit $}?}uJ?a: ia$.itDesign volid for ure only wilh Milek conneclom. This design is bosed onfy upon poromeleE show[ ond ia foron individudl building componenf.Applicobility of design poromeleR dnd proper incoporolion of cmbnent is €loonsibititu 6t britdhd d..i^har - M. rn r. ^a.i^-^.Applcobiljly ol design poromeleR dnd proper incorpo@lion of cffiponent is €sponsibility of building desig;r - noiiruss oesigner Brocing shownk tor lolerol tuppori of individuolweb membeB only' Additionol temioory brotiirg_to ingr- sr"oiriiy"arrioi.insiriciiJn is t e responsibiility of theerector.. Addil'brclpemonent bEcing of lhe overollslruciwe is theiespo;sibility;f the buildins dsisnerjooineioiouoon"" r"ooro^.ereclor Addiliorcl pemonent brccinq- of ihe overcrl rlructwe ir tne iesp"nsloiily Jr tne-t-rki"l-q*,g";;i:r*-;;;;iil;lj;;; E"#l#; -
fobricoiion, quolity conlrol, slqoge, de-jivery. ere-crion onJ o.ocini,-cJnlu]i '- msynlr elottfy Cdtcrto, Ds!.8t qnd lcst luldtng componGnlsglcly fnlormqtron_,ovoibbb fiom Truss prore Insrirufe, z8r N. r-ee si€ei, suite 31 2, nrironorio, vi iirrl .' - -- -' - '- -
ilSdlriraf in6{5q1tuf,bErirqle{iti€rt,t&edaaignatuec*}*thcai:tui-i*Lliel*ff:a*b{nif:C-
ntrrtrlrl&fiiTek'
7777 Greenback Lane, Suite 109
Cilrus Heights, CA, 93'610
15,2013
Job
J043&13
Snake River Tnrss
Truss lruss Type
;pecial Truss
0tv
1 1
SunrocrJSMSpec./4-1 3/JR(tD)R
R3625584€
Job Referen@ f ootional)250 s Aug 25 201 1 MiTek tndustries, tnc. Sat AorTiZ
Plates Increase 1.15Lumber Increase 1 ..15
Rep Stress Incr yES
Code lRC2009/TPt2OO7
DEFL in (toc) t/defl LtdVert(LL) -O.12 2-A >999 360Verl(TL) -0.29 Z-g >719 240Horzcf L) 0.03 7 nla ntalMnd(LL) 0.02 2-A >999 24O
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
PLATES GRIP
MT20 220t195
Weight: 78 lb FT = O%
LUMBER
TOP CHORO 2X 4 DF No.l&Btror DF.tSOOF 1.6EBOTCHORD 2 X 4 OF No.i&Blror DF 18OOF 1.6EWEBS 2X 4 DF Stud/Std *Exceet*
6-7:2X6DFSS
REACTIONS (tbtsize) 2=1O2glO-3-B (min. O_1 -8), 7=866/Mechanical
Max Horz2=80(LC 8)
Max Uptifl2=-l01(LC 9),7=_51(tC 9)
I9IC-ES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD 2-9=-1447 !157 ,3-9=-1 363/1 73, S'ro=-tdzs,j'tt-, L10=-873t128,4_1 1 =_943/.1 39,S-1 1 =_1 024t 1 27, S-12=_3OT t4S, 6-12=-41 gtg3, 6_7=-31 3/65BOT CHORD 2-a=-1s9t1ao', 7-B=-117t1oss
\A/EBS 3-8=-4461108,4-g=-14t44O,5_8=-290188,5i7=-A74t134
NOTES
BRACING
TOP CHORD Structural wood sheathing direcfly applied or 5-O-1 z oc purlins, exceptend verticals.
BOT CHORD Rigid ceiling direcfly applied or 1O-O-O oc bracing.
MiTek recommends that Stabilizers and required cross Ur"clngbe installed during truss erection, in accordance with Stabilizei
1) Unbalanced roof live loads have been considered forthis design.2) lMnd: AScE 7-o5; gomph; TcDL=4.2psf; BcDL=4.2psf; h=25i; B=45ff; L=24ft; eave=4ft; cat. il; Exp B; enctosed; MWFRs (attheights) and c-c Exlefio(2) -1-6-13 to 1-5-3, Interior(l) 1-5-g to 9-2-12, Exterior(2) 9-2-12 to 12;-2-12 zone; cantirever reff and right
iliffi1:;:1*^ical
left and right exposed;c-c ror members and forces & MWFAS for reactions shown; r-umoer oor_=r io ira'te
3) This truss has been designed for a 1o.o psfbottom chord live loao nonconcunent with any other live loads.4) Refer to girder(s) for truss to truss connections.
5) This truss is designed in accordance with the 2oo9 Intemationat Residential code sections R5o 2-11 .1 and R8o2..l0.2 and referencedstandard ANSI/TP| 1.
LOAD CASE(S) Standard
%r
4 Y.U*Y* . ytrif# dcr{tm Ftra8p,fffi trd &?t** rvti?$tt o* *
ffl?i"""1,'fit":iJ::,""1'#ji"Y]:tj"Tll"9t6' This desisn is bosed onlv upon pqrometeB shown. ond is foron individuotbuitdins componenr.E ror roieror suprcd or indiviouor weu *3rlB:g:"fT^"jliL-"f,::*-:.tl=l9i,lb,lii"y ?r ?yl.gis ;e,i;;;_ ;";;-ss des,sner. &ocine showni5 'orroterorsupport;r inai'u,"f*.;-!'i6.f "i-r';Ie!"iirrll."lir!,i,ilil "-ri"J" "Ifiilffit%ffi'3:T.:ffi:Hr"irTl:m;fiflr'3iil:f,jiil?l411113,ffi'.:"T[1l,iij"'#:&",flJ'":":1€l'i;itm'j;jj;,#;tiy.ij[""il';i.i i!!,s;,i;i;!l!i,licu.'-onc.e resordinsforricorion. quo'rv conrror. srorooe. de-rirew ";".-i*-;;;;;'i,;;:;{;-:i'"ifi;',,?il:'il9:ff:%:';iflrrr.:il1$i"r1ffi;T:#:?"*,Sltcly lnlormdtton. -ovoilobb fro; Truss ptote Institute, 7gl N. Lee Sireet. Suite 3ir:*i*i.ii'i;i,iiipji.ilYJil-"-iiillx"L.*ouus" *r*, ",. rxo,* "it",ti,J2#.5iF!5ffi Alrrr.'.
- -==.llrr'ryrrtrrrlMiTBK"
7777 G.eenback Lane, Suite i09Cil|us Heights, CA, 95610
t!
Job
J0438-1 3
fruss
31G
otv
1
sunrocr'JsMSpec./4-13/JR(rD-
lQLBeference toational)t.zNsrD:xoxBZBpUiwsRsu,G::r_v44kzvswa{o"lsiliciilivi,iiio,;r^Srri"l3l;.-:r'd_jiri.iTJ
Pfates lncrease 1.15
Lumber Increase 1 .1 5
Rep Stress Incr yES
Code lRC2009/Tpt2OO7
DEFL in (toc) Udefl LtdVert(LL) -0.O3 7 ntr 12OVert(TL) -0.03 7 nh 12OHozCfL) 0.00 6 n/a nta
LOADING (ps0
TCLL 35.0
TCDL 8.0
BCLL O.O
BCDL 8.0
PLATES GRIP
MT20 22Ot195
Weight: 30 lb FT = 00/6LUMBER
TOP CHORD 2 X 4 DF No.1&Btror DF 18OOF 1.6EBOT CHORD 2X 4 DF No.1&Btror DF 18OOF.t.6EOTHERS 2X4DFStud/Std
BRACING
TOP CHORO
BOT CHORD
REACTIONS A[ bearings 7-6-0.(lb) - Max Hoz2=23(LC 8)
Max Uptift Alt uptifi .t OO tb or tess at joint(s) 2, 6, 10, SMaxcrav Allreactions25Otbortessatjoint(s)9,1O,8exept2=27g(LC1),6=279(LC1)
FORCES (lb) - Max. Comp./Max. Ten. _ All forces 250 (lb) or tess excepr when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.2) Wnd: ASCE 7-05; gomph; TCD^l=j..Zn;rqe-C9L=4.2pst;h=zii; B=a5n;^L=24ft; eave=2ft; Cat. il; Exp B; enctosed; MV\FRS (atlheishts) and c-c corner(3) -1-6-t1 1o 1-9-s, Errerioitii i-sriii !-s-0, corn"r6j ir-o i; ;;d';;;", canrirever re1 and risht exposed
billf$."
teft and righr exposed;C-C for member.'"no ror"". a uwpnS r"iil,""ii*" jo-*-niirro", oOt_=r.60 ptate grip
:]liiii:1'J:[]lT#lli:l;3,T'"J'""ff,"i j:i,'ll'ffi'il;:::i#3:tri]x'-'s,Hli{t1if,1''""erace), see standard,ndustry
4) Gable requires continuous bottom chord bearing.5) Gable studs spaced at 2-O-O oc.6) This truss has been designed for a 1 o.o psf bottom chord live loao nonconcurent with any other live roads.t)
],::Jff";i,lnpned in accordance witr tne zoos r;iein-"it-n"]i".io"ntiar coae seciioni nio). ii . r "no R802..r 0.2 and rererenced
LOAO CASE(S) Standard
Structural wood sheathing direcfly apptied or 6_GO oc purlinsKrgto cetttng direclly applied or 1 O_O_O oc bracing.
3Xb a*oflfq.b?i9
L ilr3t{ii?}N$ ' y6{rt{ d#ign pwa*tlr':wffid.qti*i},!dt}T$d ritDesign volid ror use onrv wirh Miler conne_cr6. This design is bosea onry ,pon po,o-ereE shown. ond k for on individu(f?iJEi"",,ii".?i*:"i,::l:T."1::^"111,:p", inco,po"-'ior oicm$lJiii,',!,ponoor,tv of buirdno desioner _ h.,,",:]::li:9..;.:ffTl!l!":,:i:fl'"",r,H1;:#::*lti"'.",{'iFi:"l:L;f''Hl''ilnH';';:rui:"'Ji?':"?"'Jflil""tiiq?Tiffi:i:lJi,';;i;;n;fl;l^lg:jiq[tff*i[ffii{$l#"";:r:'l;,#,:#;friffit1+:f,ii:'["'t"!i,si'"dill"ff-!ii:?:'"5*'l**lennni":*T""*,
:tRtn!fr Fifi6:lspl t!fi b{t itse€iti€d r. rh s r,aaip n jsei ri;#;#;;#; d8li$fi nir*'.
r-=="
tttrlfidiTek"
7777 crcenback Lane, Suite 109Cilrus Heights, CA, 95010
April15,2013
;4il86:;ijiffi;##ffJ*__#--r
, ,* *fil ,_ I
Job
J0438-13
fruss
SULE
otv
2
sunrodJSMSpec./4-tffi
R36255&a
fctb&ferene (oprionat)
ID:
SPAC|NG 1_O_0
Plates lncrease 1.15
Lumber Increase i.1S
Rep Stress Incr NO
Code lRC2009/Tpt2OO7
DEFL in (toc)vert(LL) -0.25 1O-11Vert(TL) -0.41 1G11
HozCfL) 0.11 I
Wnd(LL) 0.08 1G11
l/defl Ud>977 360
>580 240
nta nla
>999 240
LOADING (psf)
TCLL 35.0
TCDL 8.0ECLL 0.0
BCDL 8.0
LUMBER
TOP CHORO
BOT CHORO
WEBS
OTHERS
PLATES GRIP
MT20 220t195
MT18HS 220t195
Weight: 258 lb Ff = Oo/o
2X 4 OF No.1&Btror DF lBOOF 1.6E2X6DF 2400F 2.0E2 X 4 OF Stud/Std "Exceot.
5-11:2X4 DF No..t&Btror DF lBOOF 1.6E2X4DFStud/Std
Slly"lfl_1":o sheathins direcfly apptied or 2-5_8 oc purlinsKrgto ceiltng direcfly applied or 1o_o-o oc bracino.
BRACING
TOP CHORO
BOT CHORD
REACTfONS (tb/size) 8=9787/0-5_g (min. O-4-14),2=B2ggt}-s_g (min. O_4-2)Max Hoz2=38(LC 6)Max uptifts=-605(L c 7), z=_sgallc 7)
:9lC^::- j,!) - Max. Comp./Max. Ten. _ AlJorces 2sO (tb) or tess except when shown.rop cHoRD i-l=_l3JlflBE3 s-a=_1ao6sals.i;J,o;;;;il, s_o=-rorsar6+e, 6_z=_14030/s76,
BOT CHORD 2-13=-856t14209,_1g-24=-856114203, 12-24=-856t14209, 12-25=-757r12573,11_25=_7s7t12s73, 11_26=-7s7t12s4' , ,ro_za=-ii:t^zstt ,io_h:_a;iaoi,s,9_27 =_Ail n 4O1 S, A-9=_861/1 401 5WEBS s-1'l=-s44.aag2.6-11=43agt286, 6-10=-24614221,7-1o-_1s43r107,7-9=_99/.1 646,4-11=-4431/2A5, +12=_244t4259, g-12=-17OS/IO7 ,3-1 3=_1 O7l1 809
NOTES
1 ) 2-ply truss to be connecled together with j Od (0.1 31,,x3,,) nails as foilows:Top chords connected as fottolws: 2 X 4 _ 1 rcw at O_4-O !"-
- -
Bottom chords connected as follows:2 X 6 - 2 rows at O_5_O oc.
-. Webs connected as follows: 2 X 4 - 1 row at 0_9_O ;"-.-
- - - -"
o i,i1'ff"'""x4;:Tj1,3T:jf;flTtrjl[ilffJjJ"*1::::'::?j o-:.,g:lj':l ?i-?1:! !?]r"": in the L.AD cASE(s) section p,y to3,ffiTff ::T:l,i:::::fl 1:i:.^:"1,:lt-b,4:_;r;i#ilHTidiii; jT":,l,:X:ilJtri"$?i":gll3) Unbalanced roof live loads have,\r^n6r. c^E, ^r. A^ . -^_iD9"l consideredforthis design.,Hll,;jii"i,l;X?..?jll,l;lii;1::l:"1i:^11::*__,:i,fg, L=24ft;eave=4n;cat ,,;Exp B;enc,osed;Mn/FRs (a,,heiehts); cantitever tefl and rioht exposed ; end verticat r"n *Jrrgni"rp"r;; .;;;"r'oli:i.i;iii"";ill",lilii[5) Iruss qesigned for wind roadi in thi, prr* "i tn" jrr."';;i;. 'Fi;'r,r."
exDosed lo win.r 1n^m.r r^ .ha r-^^o"orli:-"i'ci""ir. "#;il:; li: ::Jiil;i;J$r'::T"",,1'il, :::iJff;JffX.-'S,H3i.11,",fl,"' 'd "e tice;, see stanoard Industryol nrr pi"t". "'"-r"ril. i,"iJJ'iii"]"i,i!ff[':#.",'l':i:o:"ttins desisner as per ANsrirPl 1-2002.
7) All plates are 2x4 MT2O unless otherwise indicated.8) Gable studs spaced at 2-O_O oc.9) This truss has been designed for a 1 o.o psf bottom chord live loao nonconcurrent with any other live roads.t t) *:",:T"?:*"J:io"illril?11*"e with the 2ooe Internationar Residentiar c-. '""iii'", ni'oia:.tt.t anaR8o2.1o.2 and
1 1) Hanger(s) or other connectjon device(s) shatl be provided sufficient to-support concent*ted road(s) 1699 rb down and 105 tb up at2-0-12' 16se lb down and 1051b up ai +-o-r z, rdds ilJ"Jn'"no r os ru "p "t +o-rz, r olis iiliLn "no 105 rb up at 8-o-12, .r 6e9 tbdownandl05 lbupat 10-o-12, 1699lbdownandrosru'up"i _tz-o-te,iessroco*l'""Jiiiroupat 14-o-12,i699rbdownand105lbupat 16-0-12'andl699lbdownandl05huialii-irz,"notossrooo*n"ndiolio'rp", 2o-g-4onbouomchord. ThecontflRfg{rutffi?l9z of such connection device(s) is the responsiuitity of others.
^3o^ .^n.j€ort9}%
$,e*am*rc o*tf*du
$ff;*,1,ili:i:fj:li{[!i:*"xiFgT;;:#:::"a;:nr_"J.T:,?,,ii,:g:m;m,*ma;fj,",g".t*l,l,lbuidinscomponen,ll1l"j,$'i''[frii:fi"::ff*:''#="?i^T"ilhEiin:$T%r"":trift',iltTtu*#j'y"l3g;{:l;3'ffjri:jii]ti$i,j:,'rry':ril:
ii-ffij"jihtiilji:1,:H'ffi:"'ry-t'il:r,^';,;*:j,g"d,i:1*.'.',1;:]i"'.,tn:rr''n' ao;rt.;.;i;Dil;i=;;d13iii:ffi;T:#:"."",ir:duytsft pifttssli@bvir,eta;d. rird.,€.,r;ni*;ilil;.-;#;HJ;rd5i;$$ #rr:'.
r-EE"
ItrlMiTek'
7777 creenback Lane, Suite 109Citrus Heights, CA. 95€.tO
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, plate Increase=1.1SUniform Loads (plD
Vert: 1-5=-43, 5_8=_43, 2_8=_8Concentrated Loads (lb)
vert; 8=-i699(8) 1 1=_1699(8) 1O=_i699(B) 9=_1699(8) 12=-1699(B)
rD:xox3ZBpUiwsRs,GpA_;.L;v;;;;;i ;d;;;riudilf, ffi ffi ff t :tJ#ff,:
13=-1 699(B) 24=-i699(B) z5=-1699(8) 26=-1699(8) 27=-1699(8)
Job
J043&13
Snake R
fruss
GABLE
otv
'l 2
sunroc/JSMSps./4-r vJffi
R3625584€
laILRef erene (ootionat)
$wxn*rurc *.itt
Design volid for use only wilh MiTek connec106 This design is bos"a ony rpon po,o-.re6 sh.own, ond is for on individuor buirding componenr.
ii{i:f,li,SffiT'::i,:[ji;.T9 *P" in'"'p","-tion ii.-o---#LJiiis eponsiuliry or uuiroing-alsl;;r': ioiiruss.des(sner. Brocins shownerector.. eaaiiionor p.--#;il;;:-#'Jrf.""::y;,,i,i1t'ffiiiT?"T:1":,Siil,i?llT".,-:1"-q1'rv"a,""5 i..'ii.i,". 6 rhe respoftibilty or rheerecror.. Addilionol pemonent brocing of tr.t;.iin,rir-.1Ji"'1, #L]ffn;;::'"s.'" 'nt-t sroulirv during conslructiol !,s ffre resooroib_iil& oi
if#jil-tiijiii::#rff"'ry:",'ffir;ff,jrr#"-:ff*+"'.",'#L;]i,.:ltjr:{fi'triiiii:'6[r"",T:"i3!ii:ffi;?:fs";,lrsuBeft ptn€ lspl iusF.r jnseEitia. _a.,i, " *,rin ii"iu.l,i.,iiil **ffi L:."1 *d5i:13!:. J,lir*,.
_ *!t
ffiil[tttrtMiTak"
7777 Greenback Lane, Suito 109Cilrus Heighb, CA. 9561O
Job
J0438-13
fruss Truss Type
COMMON TRUSS
0tv
'l
Sunrocr'JSMSpec.i4-1 3/JR(tD)R
R3625584S
Job Reference (optional)1
i
a,
LOADING (psf)
TCLL 35.0
TCDL 8.0
BCLL O.O
BCOL 8.0
PLATES GRIP
MT20 22Ot195
Weight: 149 lb FT = 006LUMBER
TOP CHORD 2X 4 DF No.1&Btror DF 18OOF 1_6EBOT CHORD 2X 4 DF No.1&Btror DF lBOOF 1.6E\/EBS 2X4OFStud/Srd
BRACING
TOP CHORD Structural wood sheathing directy applied.
.BOT CHORD Rigid ceiting direcUy apptied o, r rj_Oldo" Or""ing.WEBS 1 Row at midpt 5_9. 3_9
MiTek recommends that Stabilizers anO *quireO fr* UEffibe installed during truss erection, in accordance with StabilizeiREACTIONS (tb/size) 2=1869/0_5-g (min. O_2_O), 6=1869/0_5-8 (min. o_2-O)Max Hotz2=_124(LC 7)Max Uptifl2=-147(LC 9), 6=_1a7(LC 9)
l9lC^F9- _(P) - Max. Comp./Max. ^Ten. _ A[ forces 2SO (tb) or tess excepr when shown.ropcHoRO 2-17=-29e3t240,s_-17^=-28sst268,s-ti=lzoait2ii,+-18=-1883/255,4_19=_1883t255
5-1 S=-2065| 241, r2O= -2g}g/ 26A, 6-2}=_2gggt24o
.BOT CHORD 2-1O=-233t262A, g-10=_13gt2537, 8-9=_1 S3:ZS37, 6_s=_Z4gt267gWEBS 4-e=-66/1061,5_e=_e94l14e,+ejo/292,J-e=-td;i.r+s.s-to=orzsz
NOTES
1 ) Unbalanced roof live loads have been considered for this desion.2) \Mnd: ASCE 7-05; gomph; TCDL=4 2psf; ecoL=+.zp;i' h=i!i e=+sn, L=geft' eave=4ft; car. 1; Exp B; encrosed; MWFRS (arlheights)andc-cExterior(2)-1-6-13to1-loo,lnterior(l)1-to-oto17-Go,Exterior(2) 17-oloto2o-+lgzone;cantiteverleftanddght
3i3"i3t:i[l*'ical left and right exposed;c-c for members and forces & rr,rvwnb ro. r"""tiori"-"no*n; Lumber DoL=1.60 prate
3) This truss has been designed for a 1o.o psf bottom chord live loao nonconcunent with any other live toads.4
]ff"[fi";i,lffisned
in accordance with the 2009 Internationatiesidenriat code sections nsoz.ii.r and RBo2..to-2 and referenced
5) "semi-'igid pitchbreaks with fixed heels" Member end tixity modet was used in the analysis and design of this truss.
LOAO CASE(S) Standard
Plates Increase 1.15
Lumber Increase .l.15
Rep Stress Incr yES
Code lRC2009/Tpt2OO7
DEFL in (toc) t/defl udVert(LL) -0.t9 9-10 >999 360Vert(TL) -0.37 8-9 >999 24OHorz(TL) 0.14 6 n/a nE\iVind(LL) 0.07 9 >999 24O
b.J4.Vx- ^uV-lQ-*Kf
{f*ry n**lo**
Design volid for use only wilh Mirek conneclo* lhis design is bosed only upon pdomete- shwn, ond is for on lndividuor building component.fi3i:i.".5"#fi'"?,::',,",[,jff"T*;B:sf::":;::*g;::la*:",m:,,g:i#l#i:iii:il^ilxii::,:::rrr,_Brocingshownerecror. eaaii'rrcri;-;;#;;;;#if.'"i'Jh?,1":'ii??,'1i1iT7".,,"?.ffif:,Fi{Ji"*f{Lji:?i;:;:ff;ru;;lg:,9".-*,,11};i;:
robricotion. quotity contol stoooe. de-rivery, erection_o-nd broch!, lJn!,ifi
-,-'lfsrnff
f euofi Cdtc-do, DS!-S_9 ond Bcst Buldtng ComponentSotctytntormofon ovoitobtefrc;Irurrpt:1"_t31titg-t!,z8rN.t."S"t"ui.juiie3tr,Arerondno,VA223t4.nkm !m p1r6 lSFl iumt!€ ! ir JMif€<. .._.._f,.!n..5s$?r#J.itrr!tr.,r€f{rire+6Jo:lr+l!.dri_*...
- -==.Htt"trIIIMaTek'
7777 cEenback Lane, Suite 1OgCitrus Heiohts, CA, 95610
April 15,2013
snakeRiverTrus@
SunrodJsMSpe./4- j grR(tD)R
SPAC|NG 2_O-O
Plales Increase 1.15Lumber Increase 1.15
Rep Stress tncr yES
Code lRC2oog/Tpt2OO7
DEFL in (toc) t/defl LidVert(LL) -O.02 19 ntr 120Vert(TL) -0.02 19 ntr 12OHorzOL) 0.01 18 nta nta
LOADING (pso
TCIL 35.0
TCOL 8.0
BCLL O.O
BCDL 8.0
REACTIONS All bearings 34-0_0.
(lb) - Max Horz2= 124(LC gl
PLATES GRIP
Mr2o 22\t1g5
Weight: 195 tb FT = O%LUMBER
I9! gHORD 2X 4DF No.1&Brror DF 18ooFBOTCHORD 2X 4DF No.1&Btror DF 18OOFOTHERS 2X4DFStud/Std
Structural wood sheathing direcilyRrsrd ceirine direcuv apprieo or ro-3lf;Xi1;;;;o o" o"n'"..
'r r(ow at midpt 10_27
1.6E
1.6E
BRACING
TOP CHORD
BOT CHORD
WEBS
Max Uptift Ail uptift 1OO tb_or tess €t joint(s) 1A, 2g, ,g,3q 31 , 32, 33, 34, 26,25, 24, 23,22, 2.1 , 20, 2Max crav A, reactions^2,50 tb o'. r".,
"t .ioinit"l zi ,-zs, zg, so, st , 92, 39,34,26, 26, zq, ze, 22, 21 , 20except 18=3.16(LC 1), 2=316(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. _ All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads havl,\ un^i. a c^c . _^ 3 Deen considered for this design.2) Wnd: ASCE 7-05; eomph; rCoL=t.ipri,irj6r?;;;:;:fi:';heishts) and c-c b"rririil -i--o-13 to 1-ro-0. Exredorr2\ ,-.,*",:f1t;n::X12jic^"1' ll;^Exp B; enctosed; MWFRs (arlx'i-ti??Xfi,!"qgii#?;lT;l?jt,l;$',aZt'l,Xlf*:jt;rj'r"'".j*n1.:li{1;,I'113,il::r:i,,yff:i ji'lnnn,
ill",l!l-=ill*"i€r reft and risht exposed;b-c r", .l'1,i"* "io ':.."Ji"'iJffiAt #;#"'i,"'"'Jilffi:t?#:i';b1ji3Xljl:grip DoL=1.60 reacuons snown; Lumber DoL=1.60 plate
:];$H1'J:[]iT#:ilnl;,!,ffJ';J,:,"jJf.'::',",",,:,il,::n':::,"1n:"^o^[,HlJ"^"gFrrorherace), seesrandard Indusrrycabte End Detaits as appticabr",., *n"rlt qu"iin"i-ffi',;, ;;:i#;;J!lii'",S,Hli {:r"#i4) Alf plates are 2x4 MT20 untess othenilise indicated.5) Gable requires conlinuous bottom chorO Uearinj.6) Gable sttds spaced at 2_O-O oc.
7) This truss has been desioned for a 1o.o psf bottom chord live load nonconcurent with any other live roads.t l[fJ:H";i,!|f,9ned in iccordance with the 2ooe Internationar]esidentiar coa" """t["'"
-d!6ie..,i,.t
^noR8o2.1o.z and rererenced
LOAD CASE(S) Standard
kor'dSXb oroflfq.b?69
%],.;:^:d,,.txtfl,Il::
I tfftrSlJ,l;;irlfr'f:u**'{*s1'1
-i;:*}3'n?x,'rt):yiffi-q.e-wisr:i,i.,r::err*ffim,x#s&6}*$s&ir.??*******url
I 5#ir:Hfujd'"J'H"{hli!!l.'ill"i1,l::,1'5:.:::;1",fi1133..se1s-erep**;;';;:I e,ecror..Adoi;,",o*"..iili"X?i'J,?:T:t, t;,ir::il;;7"g1];r;if$.;",;g;l#*l#,:#:*"i*'mi;liu:iifiFru:iiy"I rotrotion, quolity conlrol, ,lc fi+#:jr*i#ffi"H":#.j j,.
7777 Greenback Lane, Suite 109Cilrus Heights, CA. 95610
Job
J0438-13
Iruss
)2 'OMMON TRUSS
otv
'10
SunrocrJsMSpec. /4-i 3VJR-
R36255851
laLBeferene (optionatlTruss &
rp:xox3zBpuiwsRsucpo_"4;G;;;i*iiiiii.;li;,iilir%llJL'J;1."?"1r1,i:':,
v-12
LOADING (psD
TCLL 35.0TCDL 8.0
BCLL O.O
BCDL 8.0
LUMBER
TOP CHORDBOT CHORD
WEBS
\AiEDGE
0
BRACING
TOP CHORO
BOT CHORD
WEBS
PLATES GRIPMT20 220t195
Weight: 147 tb FT = O%
2 X 4 0F No..t&Btr or oF 18ooF 1.6E2 X 4 DF No.t&Bkor OF 18OOF 1.6E2X4DFStudistd
Righl 2X4SypNo.3
REACTIONS (tb/size) 6=j7o3lMechanicat, 2=1B74tO_S-g (min. O-2_O)Max Horz2=133(LC B)
Max Uptift6=-103(LC 9), 2=_1a9(LC 9)
FORCES (lb) - Max. Como./Max. ^Ten. _ All forces 250 (lb) or less excepr when shown.rop cHoRD 2'16=-3007t24s, s-.u^=-zes'iii ,i.d=!zolit)"+J, o-.,7=-18s4t2s7, +.18=_18s4t262s-19=_2osot2s4,s_19=_2s97l295:6_rc=_iuitzii. -', +ta=-tawtz6z,
BOT CHORD 2-9=_26i/267s. s-9=-178l2s49, ,_r=-rrur*S;, u_] =_rc1n(s1*EBS 4-a=_74t1o71,s-a=-ro€riio,i_z:odoi,ilil:*iir14s,s-s=ot2s.
NOTES
Structural wood sheathing direcfly apptied.
I'gil.::l'lgjT*fly apptied o|I o-o_o oc bracins.I Kow at midpt 5_9, 3g
1) .Unbalanced roof live loads have Deen considered for this desion.2) wnd: ASCE z-os; eomph; rco-l_=+zp.i, sdoi=+;;:i;;;;;'B=ouft L=34n; eave=4ft; cat. th Exp B; enctosed; MrryFRs (atli:l-'i:,i11Xf;?^fft1':l;'fi1'"$:.'"J I ,;1TT:II"',J; ;j::;.;#T,*,',:m:i l.: ,rne; cantirever ren ano rigr,tgrip DOL=1.60 arrq rurccs a MWtst(U lor reactions shown; Lumber OOL= j.60 platl
iji!#1::,1iX1,5?:.1i::i:ilTJ#"o;;l:::,"' chord rive roaq nonconcurent w*h any orher rive roads.
" L:';#;";i,s;;sned in accordance with rhe 2oo9 Intemational Residenriat code sections R5o2.i.t.t and R802..10.2 and referenced6) "semi-rigid pitchbreaks with tixed heels" Member end rrxity moder was used in the anarysis and desrgn of this truss.
LOADCASE(S) Standard
Plates Increase 1.15Lumber Increase 1.15Rep Stress Incr yES
Code lRC2OO9/TPt2Oo7
DEFL in (toc) UdeflVert(LL) -0.1s 8-9 >999Vert(TL) -O.37 8-9 >999HorzOL) 0.13 6 n/aWnd(LL) 0.OA 7-12 >999
ud
360
240
nla
240
"{r$\Apw
^p,k"od
ilffitrfr,i#i{il,ffififfistrl?3:?^?'II.19:lql poromereE ond proper Incorpdotion of co-*""",n ;ill9lif,tl:::,_",191: 19.". individuor buitding compoenr.t i.i'l"Lliii,"pp'Ji".;ffiilll:ifi."#t'per incorpdorion or comrcnent i' iesoono:uiriiv oij".iffiil||[#:;JtH:J::llJ#.T[:,ruT:*.erector eaaiiiJnoi i;-o'[;#:il'';l'fl:T:,'t;,,ifll','il:lhT?.T;y"iffi:ig,l? T,'9 :t"biritviu"6 i"*i,i.i[n $ rne responiibiliry o1heirtrfrhH:iffil:tirffi',-*:lr#;,':f*{{iT,iq$,;,:#Jffi,J#'i#.:till}j,ryin.',"ff:"l:l;i:ffi;*:;f;"";, "
r-EE"
FiiEF"
7777 creenback Lane, Suite 109Cfuus Heighls, CA. S5610
Job
J0438-13
fruss otv
1 1
sunrocy'JSMSpec./4-1 3/J R( tD)R..
-.-----.-..."........-.....-......---
R36255852
loLBefgren€ roplionat)
lD:xoxgzBPuiwgRsrcpo--L-r*vs, ' ' 'vn ' s^ il ruusrres'| Inc uat Apr l3 14:5'103 2013 Page 1
..- re-XxXNZsTw3RzKgMoSB_utaZWUdtp_MzcTcqL3pjzi3ts
, zq d.a =zq
,
s
Plates Increase 1.15
Lumber Increase 1.'ls
Rep Stress Incr yES
Code lRC2OOg/Tpl2OO7
.9EFL in (loc) t/defl Lrdven(Ll) -0.00 1 ntr 120Vert(TL) -0.00 1 nh .tzo
HozOL) 0.01 18 nta nta
LOADING (psD
TCLL 35.0
TCDL 8.0BCLL 0.0
BCDL 8.0
REACTIONS A[ bearings 33_9_0.
PLATES GRIP
MT20 22\t1g5
Weight: 192 lb FT = OoloLUMBER
I9!gHORO 2X 4DF No.1&Btror DF 18ooFBOT CHORD 2 X 4 DF No.l&Btror DF 18OOFOTHERS 2X4DFStud/Std
Structural wood sheathing direcfly
lgi: ":1,"9 dipry appr.d ", 1JlJ5fj"6;t0 oc purrins
r How at midpt 10.26
| .oE
1.6E
BRACING
TOP CHORD
BOT CHORD
WEBS
(tb) - Max Hoz2=134(LC s)
MaxUptift Att uptifi.ldotb_orlessatjoinl(s)27,2e,2s,11
11.,32, 33,2s,24,23,22,21,20, 19,2Max Grav Al redons 2,50- tb o'. r".!
"t
jointi"lli , 26, 27, 2s,29, 30, 3i , 32, $, 26, 24, 2s, 22, 21, 20except .t 9=291(LC 14), 2=312(LC .t\
FORCES (lb) - Max. Comp./Max. Ten. _ All forces 2SO (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have Deen considered for this desion2) wnd: ASCE 7-os; eomph: rcDr_=+.2pst: eCDt_=a.;;;;;;;
?1:fri f3Jn; eave=2fl:cat. tr: Exp B: enctosed; M\^/FRS (atlheishts) and c-c come(3) - l -6-f jalr;1j:+,i.;ili't--'nii ," 17-0-0, corne(3i r z-b-o i')or-a ."ne; cantirever ren and rishtiiltiSt =ill*-ical left and risht exposed:c-c ror members and rorces a uvrnR-d ro, i"I",lolni"no*n, Lumber DoL=1.60 ptate
: Ffiiilfi:jXlj::#:6rJt{.i,""'"fff,1ili,lil ffi',I; ::$::;JffX."'S,Xll11;"ff1' " the race), see srandard ,ndusrry4) All plates are 2x4 MT2o unless otherwise indicated. s --r'Yrrer aJ Per Ar\Dr/r Fl l-z0oz.
5) Gable reguhes continuous bottom chorC bearinq.6) Gable studs spaced at Z-O_0 oc.
7) This truss has been desioned for a 1o.o psf bottom chord live road nonconcurrent with any other live roads.t ]ffJffi";i,!#sned in -accordance with the 2ooe Internarircnar-Resioent;ar cooe sectil;'" il;:1' ., and R802.10.2 and rererenced
LOAD CASE(S) Standard
q\i/>- ^oVr
,t -
)rY
*bor,d
15,2013
:,$f:"^i:'fii"'il;!'*i'*il,:t*:rn;r;i:-y;rfl*i'il:ffiiffii"ill,:J:,1ftlji,j,iili'!:elii9:'J.,ffi:ffisff:'xfffiirp"tiil:
loffcolion. quolify contbl, stdooe. d;sor*yrnrormiarn'J;;i#;;#;;;'rifl:.;:m:x;-#;:ti"*;1".,i':ffj::{Ffi;;,':nn:15;l',.i;i;"j$ii:iiffis*1H;, '
r*msm rersplrmbwiErpermea. thr **ign;iile, rii-tis?#;i:d',:s5i:!8l?i.l/-rTr,"
[rar+,*rm r;,m;
Design vorid for use onrv wirh MiJek connecto^. This design is bced onry upon poromere- 'hown, ond is for on indivicf ii/fii.tgltJijf"J,i:',:#:i,":fir::" 1'i;i3u- ;i;;#1."f,"i1 ,.,oon,,o*," or buirdins desioner - n", *",:] !:1f::."r':r,:l'lL -
7777 Greenback Lane, Suite i09Cilrus Heights, CA, 95610
Job
J0438-13
fruss
l1 Vlonopitch Truss
otv
f
SunrodJSMSpec./.t-iAR(tD)R -
PLqgfelence (ootionat)
R3625585:
Truss &Falls, lD 83401
/.zcu sI D:xox3zB p uiwsRsucpo_;44kzv5w;;rir."riiiiri,uio"ii#J J#i;rff l:Ll?!.l-
x4 tl hl6. 1:6.5
LOADING (psf)
TCLL 35.0
TCDL 8.0BCLL 0.0
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
2 X 4 DF No.i&Btr or2 X 4 DF No.1&Btr or2X4DFStud/Std
DF 1800F l.6E
DF 1800F l.6E
BRACING
TOP CHORO
BOT CHORD
PLATES GRIPMT20 22Ot1S5
Weight:23 lb FT = 0%
IHHU.:* sheathins direcily apptied or 6_0-0 oc purlins, except
REACTf ONS (tbt size) 2=46010_3^_3 (min. o_1 _8), 4=26gt}_1 _B (min. o_1 -8)Max Hon2=92(LC 6) .
Max Uptift2=-68(LC 9),4=_18(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. _ All forces 250 (lb) or less except when shown.
NOTES
1) Wnd: ASCE 7-05; gomph; TCOL=4.2psf; BCDL=4.2pst h=25ft; Bheights) and C-C Exteriorlzy -1-6-i3 to 1-s-3 tnrad^./r\ , . " r^ .=1j1 -t-=24ff; g3vs=4n, Cat. tl: Exp B; enclosed; MITFRS (atll:iqh]sland9:c^Elterior(2)-1-6-i3to1-s-3,Interio(lj1-5;;;-i""'L-z+rueave=4n;uat ll:ExpB;enclosed;M\ryFRs(atl
391t1:tbo""o;c-c-io, r-"ii"o""no to."u. & MWFRS for raaer,^^. .o;1,-t:T:.T^o]ever left€nd right exposed ; end verticat tefl andright exposed;C-C for members and fo.""; t'MffiRd'io;-r:;;;;;',Y-" "t"e: canulever lefl and risht exposed ; encThis truss has been desioned toi" ,|n n ncrh^r^6 ^h^.i ,,..^ ,^_- :no*n; Lumber DOL=1.60 plate gripDOL=I.003lJ3:..*,?ffi,?:'1:"T:'j"i:"jij:;,1i:91,:'ri;ii;ii!llrs"":llll;,111"11,1,?:;"zu,il:i#.3
:i,iJji{dl""'*:fr"onJiaersp"'arrei;;-'#ffi;ffii,"fi,3#JlT::ffJ[TJli"?1fi.?,]iffi,llX1..,n"","n"u,dverirycapacity4) Provide mechanical connection.)I.:,;"1ff";i,3#3""0 ' **.ijllilil"l':'ltT,.l,fiil?:lii"1::11:'ii:de sections Rso2 1r 1 and R802 10.2 and referenced
LOAD CASE(S) Srandard
Pfates Increase 1.15Lumber Increase 'l..ls
Rep Stress Incr yES
Code lRC20o9/Tpt2oO7
DEFL in (toc) ttdeflVert(LL) -0.06 24 >999
Verl(TL) -O.12 24 >559
HozOL) 0.oO 4 ntaWnd(LL) 0.oO 2 **
L/d
JOU
240
nta
240
Rigid ceiling direcfly applied or 1O_O-O oc bracing.
t)n^rY
koo'd3Xb a,oflf,GT{l9
^*r*.4
f ?31?-?1llt" ?j!:ln-l porcmeten mo proper hcorpdorion or co.*.";, n'.3111T.,9j.if.'liI:.-:Fli rs, "n individuor buirdins co.oon"n,. - -^PPrcooilrry ot oelgn poromete6 ond prop.. in.orp-"'rLn "illi,io'
vvvr rrqqlnere6 mown, ond is for on individuol building component.a_rorrorercl,supporr of individuorweb hemt;;";t:;;#,;;;it:;H;;'i'.ft^i?91''9iriv "t uuildins desisner - not iru".o.,EnEr. dro;ili;o*nHI,,fr ';;i$dfl+*#$i,l+t!"'ffiHp:Tl,
7777 crcenback Lane, Suite 109Cilrus Heights, CA, g5O.tO
Job
J0438-.13
Truss
V1G JroLE
otv
1
SuntocLtSUSpe""rffi
R3625s8s4
rpxox3ZBp UiwgRsuGpelvaq;-"5;_;;djidB;'&d#ffi,];;rt":,:i,ff;Sr:ffi,;
a4 tl qb.l:5.5
LOADING (psD
TCLL 35.0
TCDL 8.0
BCLL O,O
BCDL 8.0
LUMBER
TOP CHORD
BOT CHORD
r /EBS
OTHERS
2 X 4 DF No.l&Btr or2 X 4 DF No.i&Btr or2X4DFSrud/Std
2X4DFSrud/Std
1800F 1 .6E
1800F 1.6E
DF
DF
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
MT20 220t195
weight:27 lb FT = 00/6
e;H,JI#.:- shearhins direcfly apptied or 6_0_0 oc purtins, excepr
REACTfONS (fb/size) 2=460/0_1-8 (min. O_1_g),4=26gt}j1_g (min.O-1_8)Max Horz2=92(LC 6)
Max Uptift2=_68(LC 9), 4=-18(LC 6)
FORCES (tb) - Max. Comp./Max. Ten. _ All forces 250 (tb) or tess excepr when shown
NOTES
1) Wnd: ASCE 7-05; gomph; TCDL=4.2psf; BCDL=4.2psf; h=2sft; Bheights)andc-ccomertil-i-e-r3ro1-s-3.Exrerinr/r\,-"-.,^^10^u1'-'-1t-1e:Ye=2njcat ll;ExpB;enctosed;MvvFRS(arlheights)andc-ccomer(3)-i-6-i3to1-s-3,gterioi(zlt-s+ti--lrJ*'L-z+n;eave=zn;cat ll;ExpB;enclosed;M!/FRS(atl
right exposed;C-C tor r"'iio"o-"no rorces & MWFRS r^r .a.^$^^- 11.::::: ::l!'1"::r left and risht exposed ; end verticat bn andright exposed;C-C for members an-
'- ' - vi L^rv"u'\'/ r-r-o to c- r-G4 zone; cantile_ver left and right exposeo ; enorruss desisned ror wind roads '^ ;:::i:j,: y5-1: loj,Lea:lion: s.hown; Lumber DoL=r.oii pl"i"'!''p DoL=l.60:ii:"i!ix:J:[]lT#::ln*,5 T,"Jf1":,1;n:t'i;:',#;:$"#11ft1!i;l;1ii3t':1:ff'""13?"0".0,"0,*o., 3:ii: 5,Hi:;:':u:iili':f:5' - ;;;"rt il;ri*i;""i'|';ifu ;;$liffli"^""13,H1i {:,"J#
:l J::".*:1i"T,?::: ::^":r,:-".1:l:,1-?.o psf bottom chod rive roao nonconcurent with any orher rive roads.5) Bearins at joint(s) 4 considers oararer ro srain uarue ,sins ANs-#;lililT"Y#ilfi':tJfi; t"*
, of bearing surface. - -'tv e e" 'v ^r ter' I r | | a'rgre Io graln rormula. Building designer should verify capacityofbearingsurface. --'tvee"'Y^rter'rrr I angrelo
6) Provide mechanical connection7) This rruss is .recidnad ,^ -^^^-jl:I_"lf::s) of rru-ss ro bearing ptate ar joint(s) 4.n ],:';Jff.;i,Sn'8ned in accordance ;,*,-G i,i,iri r"-t!,=,,il;;Iiffi::Tilft:de sections Rso2.1r1 and R802.10.2 and referencedstandard ANSI/Tpt 1
LOAD CASE(S) Standard
Plates Increase 1..t5Lumber lncrease 1.1SRep Stress Incr yES
Code lRC2Oog/Tpt2OO7
DEFL in (toc) t/deflVert(LL) -0.06 24 >999Vert(TL) -O.12 24 >ssgHofz(TL) 0.00 4 ntawnd(Ll) o.oo 2 'tu
Ltd
360
240
nla
240
Rigid ceiling direcily apptied or 1 O-O-O oc bracing.
9's,
kortdqtr{,9
tffLffidsf, ;*
f iiJiff.?5'.S$'"J '3:ffil.li;.T#;ljg:iiiililiF:d;leullf
poromete^ shown' ond is ror on indivd-@r bujrdins componenr.n+ll*"s;#;ij#lfii#,FiiEF"
7777 crcenback Lane, Suite 109C,lrus Heights, CA. 95610
Job
JO43&13
Iruss
u2 \ronopitch Truss
atv
4 1
sunroc/JsMspec./+1m
R3625585{
.x.+-8:f^€SlF*+pl'9natL_
uomponents, ldaho Fatts, tD 8il6i
ID:
z4n
LOADING (psD
TCLL 35.0
TCOL 8.0
BCLL O.O
BCOL 8.0
PLATES GRIPMT20 22ot'tg5
Weight: 16 tb FT = O%
e;lritjl;H":* sheathins direcfly apptied or 4_o_o oc purtins, excepr
LUMBER
TOP CHORD 2 X 4 DF No..t&Btr or
.BOT ^CHORD 2 X 4 DF No.1&Brr orvvtrtsu 2X4DFStud/Std
oF 1800F 1.6E
DF 1800F l.6E
BRAGING
TOP CHORD
BOT CHORD
REACTIONS (tb/size) 2=370/O-i
Max Horz2=64(Lcl€
(min 0-1-8), 4:1s5/o-1-B (min. o-1-g)
Max Uptift2=-67(Lc 9), 4=-i 1(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. _ All forces 250 (lb) or less excepr when shown.
NOTES
1)Wnd:ASCE7-05;9Omph;TCDL=42psf;BCDL=4.2psf;h=25ft;B=4jfrj
L=241t;eave=4ft;Cat.ll;ExpB;enctosed;M\a/FRS(atlheights) and c-c Exterior(2) -'--q-]?J" l-s-s' rn,",io<ii'i-ulJ'" a-ro-o,on., *ntir.u"rl"ilno'rigr,t
"*po""d ; end verricar refl andiliil,s3i.i!!!;""i'JffT*l:::llt;;i,{y,*ini,.t,lili:::'-:v1,1, L".o"i-cioi=i ,iii,",*" n,,o DoL=, 603) Bearins at joint(s) 4 cons;ders paraler"'s., ""i,";J,#id#JlT::ffJil1l#i"ilfi."J,jive roads.
of bearing surface. s ^r\or/ | rr I angle to grain formula. Buitding designer should veriry capacity4) Provide mechanical connection;t *1.:i##ffTxH?j::ilil"l':'i'J'T ':,n'#Hliij::xilii:de sections R502 11 , and RBo2 10 2 and rererenced
LOAD CASE(S) Srandard
Plates Increase 1.1S
Lumber Increase i.15Rep Stress Incr yES
Code lRC2OOg/Tpt2OO7
.9Ef_L in (toc) Udefl udy"lqll _0.01 2_4 >eee 360
Y.".tqrl -o.o2 24 >999 240
.T9rz.( I L) 0.00 4 nta ntaWnd(LL) 0.OO 2 ** Z4O
Rigid ceiling direcfly applied or 1G.O_O oc bracing.
ffi
Q*€-'
E)'z p,
9*orrd
{ryxe*i,vc v*,yr
[9yg" 1g9 t"1Y* "'.i;ilil;i .J*'* md *ii*s r$$rl*$ oit r"l* aam l*rcmremmm*$ pafiti M{r.z4,rBr?}'u.fs; {fr;}].*sftn*"*$'ii+,iili?HiF;tr;1*#ii:iltBi:""?,?*:ffi,3:j:n*,r,*:::rr,:"rir",r;;iuo,bui,dinscomponen,fl+l;ilei'*tx,Hl:l:.lrj*,
April 15,2013
13 00205
Sunrise Dr -SFR
0s/20n3
Routing:
Dorpt/'NA'fr u Ted Dye (Please review by Tues duy,May 2g)
Current Status
Please complete the followine:
Review Plans
Enter Notes in the checklist under p&z Review in the workflow
Enter Notes in the checklist under Building Review in the workflow
Update the Result
Stamp Job Site Copy as Approved
Return building plans and this check list to Amanda Saurey
I5r
Done-. NA
d',L) tl
tr"o
,rr'./ at Ll
!T
,r4' Tr/-
f-t.--' f-t
,F L-.1
Notes:
Address
City of Rexburg tr
Assignment Form
City of Sugar City tr A4qdison County
N"n", Ne,w SFr- : JSty) (,AnSlnattVn Dore: 5lat / n
Assigned byz
ffi Curcent Address tr Legal Description tr Parcel No.
Address: ?' Swn ( iss- tpn .P ar cel No.Ef_RO A^l+ S loq ol Sl
Block: Lot:
Block: Lot:-
Subdivision: Crv* Ilaven
City Block:
nlr'YA
I
'\q\\[/r -New Address:^ltWLL-lr/ J,,,',r,'-.
Add itionql fnformotion:
Plueu Lss,4n nid'rcss
_ i REScheck Software Version 4,4,I(tfi c;mptiance Ceftificate ^"''d" q'
lyl'-"-ur!ryt4n\
Project
Energy Code:
Location:
Construction Type;
Project Type:
Conditioned Floor Area:
Glazing Area
Heating Degree Days:
Climate Zone:
Permlt Datei
Construction Site:
Sunrise Drive
83440
Watson Home
2009 |ECC
Rexburg, ldaho
Slngle-famlty
New ConstrucUon
2,2OO ftz
7o/o
8693
6
zglMavtzoLg
Owner/Agent:
Jonathan McMullin
JSM Construction.inc
3944 S 2000 wRexburg, lD 83440
208-569-2147
Designer/Contractor:
Compliance: 16.7% BetterTh.n Cod6 Maximum UA: 24O your UA: 2OOThe 0/6 Better or worse Than code Index reflects how close to compliance the house is based on code trade-off rules.It DoEs Nor provide an esrimate of enersy usJoicoiiiaitivjio j mmiirum--coJJ6;;* -''
Envelope Assemblies
Ceiling 1: Flat Ceiling or Scissor Truss
Ceiling 2: Flat Ceiling or Scissor Truss
Wall L: Wood Frame, 16,,o.c.
Window 1: Vinyl Frame, Double pane with Low_E
Wall 2: Wood Frame, 16,'o.c.
Window 2: Vinyl Frame:Double pane with Low_E
Door 3: Solid
Floor 3: All-Wood Joist/Truss:Over Unconditioned Space
1,066
300
1,1.84
96
1.,168
7L
36
300
38,0
30.0
22.0
22.0
38.0
o.o 32
0.0 11
6.0 44
0.320 31
o.o 59
0.035 2
0.350 13
0.0 8
compliance statement: The proposed buildinq design described here is consistent with the building plans, specifications. anct othercalcufations submitted with the iermit applicaiion, ihe orooosed ouiioin" haq heen rra<innorr l^ maal lh^ 1^n^ te-A -^-..,-^.i?'s;;x1?T"ili#'l';:.Tl[',[".t:13r]i',,fl',',n::g,lm]*ij:;l**[l'lql#^',i#i!*xijy#:i-$"-'ili:']i',8fl':??,'.111"",111"'i'RESc/reck Version 4.4.4 and to cbmpry *ldh- th" ;;iit.irv iJir"",iliilii!fiili'Inspection Checklist.
Project Notes:
Project Title: Watson Home
Data filename: example.rck Report date: 05/2911.
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