HomeMy WebLinkAboutPlan Review Plans 2005-9-12
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CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
Residential Plan Review
JOB ADDRESS: 2467 20th
CITY JOB#:C200501205
OWNER: Monty Megargel
PHONE: 726-5127
CONTRACTOR: Burrell Const
PHONE: 746-4702
Items listed below (if any) and those marked in red directly on the approved pennit
documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction Most Commonly Missed Items". A corresponding number is marked on your
plans for any items listed below where applicable.
All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code,
(1998 International One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otheIWise. A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Your signature on the Building Permit is an agreement that all items will be installed or
corrected, and that all work on this project will comply with applicable codes.
ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLA nON OF ANY OF THE BUILDING
SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF
SPRINGFIELD.
PLANS REVIEWED BY:
_Bob Barnhart_PHONE:_726-4652
NO PLAN REVIEW COMMENTS
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Truss 10: lBi:fl-=P.-3 ---
Jolb ~ame: BURRELL
BRe X-toe REACi SIZE R(O'O
1 0- 2-12 2204 5.50" 2.35M
2 7-11- 4 2204 S.50~ 2.35-
BRG REQUIREMENTS shown are based O'JlY
on the tru,>s lIlatp.rial at I!il;(h beanr.g
MAX DEFLECTION (span) :
L/999 IN,Iolf.M 4-5 (LIVE)
l- -0.06" D- -0.04" Too _O.l1M
OlITI~"EI'EI[RR)RCES:
1~~ ~s~~~Jh~~ T[~6J~60~ D~~~
1.) -Jush.B)1 1l6~U,o~ 0.59
Be aK' ~OOII F TEN<i.~[l)R.) (SI
~:~ :::~U2f~ ~:~:~l:m g:;~
2~ ~.(OOII.)~ f~:M~~~ o~H
TC h4 on '1
Be lw{i on ,1
WEB lx4 OFt STANDARD
lU:1"ber shear allo"..ables are per NOS.
THIS DESIGN IS THE (~POSITE RESULT OF
MUllIPlE lOAD CASES.
Permanent bracing is required (by others) to
prevent rotation/toppling. See BCSI 1-03
and ANSI/TPI 1.
PtATI/<<:; BASEO ON CREEN LUMBER VALUES.
Designed per ~SI/TPI I-loo}
This design does not account for long term
time dependent loadinq (ueep). BUlldinq
OfosillnJ>rll',ustucount for this.
Ilefer to loint QC [)Puil St1J>et for
Ma..imurn Ilotation..l TolerAnce used
IIlC/IBC truss plAte values are based on
~~dt~~Ii~~1 ..~~~o~:~ :~p~~~~~ ry~ ~~af~~bt~03
documents such as 1(8011607.
4_1-0 I 4-1-0
4.1~ 8-2.0
4_1-0 b 4.1-0
3
r:roo -4.001
>-7
H-4
-,-
0-3-15
---'-
-------
~
3-'
4
A-{,;.O
5
I
I
6
4_1-0
4-1-0
11
UPLIFT R[ACTIQN(~)
Support C&C Wind Non-Wind
1 _443lb
2 _4431b
This truss is desi9ned using thJ>
ASCEl-01 Wind Specl fi cation
B1dg Endosed ~ Yes, ImportAnce Factor .. 1.00
Truss Location.. Not End lone
Hurricane/O<ean line.. No , Exp Caleqory '" B
Bldg Length'" SO.OO ft, Bldg Width. 20.00 ft
MJ>an roof height", 8.84 ft, mph ,. 85
TP! Sundard Occupancy, Dead LOAd.. 10.2 psf
Designed as Main Wind Force llesiSling SySlem
and Components and Claddinq
Tributary Aru '" 105 sqft
_____un_LOAD CASE '1 DESIGN LOADS, ___huhh_____
Dir l.PIf l.Loc R.PIf
Te VP.rt 64.00 0- 0- 0 64.00
Be Vert 475.88 0- 0- 0 475.88
R.loc
8-1-0
8- 2- 0
ll/TI
0.78
0.57
'-8-4
SHIP
------- I
-
~
-,-
0-3-15
-'-
4-1-0
8.2.0
tW~ID~~~~~~~~~~~OD~e~~~~g~i~,JbYi:i~~(~riI~Ko:~~~~IR~M'~ ~~~'g~10~V~dloeg~~~~Ps1~{?~%Poi1~~ ~O~P1e)
-=-------- IIW trfRW8NGRead all note~-on this sheet and g;~e a copy of " to the Erectln'g Contr~~tor." c:-; ;-BURRELC' .-
~ ~TI"os""S'llni!;fIIf;m""'''''u.1rbl"Id'''llCOmpOnenl'''''trussSySlem ftl\;ls"""nb;lSO!<lon!lllO!crfiC2llOnSptOv~bylMcompO""n1""'nulacture' wo: Orive_C_brlS_LOOOOS_JOOOOl
,anddoneon~..cn\l'll!ClIm!...versooMQfTPlanclAFP"'lIeSlllnmnclan:ls. ,Nofespot'lSJOllltyGitSSumedfotdmensONlIXCUlilC)', OlmenSlOns OS9nr: NlC '" B WT:
.. are 10 be ve,died by rhe compOnP,nI ,",,""'act""" andlor lloild~ deSog..., pnor 10 lab'ic.aIoon 11"o! tuldlllQ dl!S'IInl!l rTIIlSl asaort_ _ \l'II! loadS
uIikledonll'osdeS'lln~o'e.Deed\l'll!loadingOmpOSO!<lb~ll'>elo(;allloJld'ngcode.ncIlt>ep.:"llCu~'app"catlOn, T/le""SIlInassumesNll1"o!lopchord TC Live 25.00 pst DurFacs L_l.15
MOSHOFSKY isLale'alybrac:edby\l'll!n:ooIOfIloorSl>eOllnonoancl\l'll!toonomch>fdislale<'lllybrac:edby.ngIOVoeattonv_n.lll....atyanacl>ed, uniellolhe",,'5O! Rep Mbr Bnd
noled. Bracingsl>o>vn,.Jorla1e,al,uPpOnolcompanentsmembersonlylOre<lt.oceb.dlingleng1l'l Thos-,-","""'.-ootbolplacedin.ny TC Dead 7.00 psf Rep Mbr Camp
r..:... _ _.' A.I' TRUSS envil'OM'l!'nllflOl1....<;auSo!If1en.-Mlun!contenlol\l'll!woocltoe.C1!edl9%.ndIo'c.ll'5O!COnnecto'pla!econos.oon. F.b"cale.hanclle.,""'~ BC Live 000 psf
~ - ~ -T~ k D anclblacel/llSl1unonacx::Ql'dal'oC:-.vrthlhelollowongsund3rdsc'./oInI,nclCul\lllaOel",Rl'pOflS-,va""bIe",()UlputlromllUS'*;alSo/lWafe, . Rep Mbr Tens
t~1~ ~O~fnP~~ COrS0901 ,'ANSVTr>ll',WTCA1'.WoollT,us.CounoloIAmeflC,Stanll,rdDesognReSpllnsibolrl>e.,'SUllOINGCO~PONENTSA.FET"lNFORMATION'- BC Dead 10.00 pst D.C. Spacing
p g (DCSII~JI"ro:l'SCSISUMMAR"'SHEETS'byWTCAaro:lTPI TheTrus,Plaretnsuul..[1Pll'~bcaleddl5~JO'OIlOI"oO"ve,M3d,son. Design Spec
TRUSPLUS 6.0 VER: T6.4.~~!>J719 TI"o!AmefIC3flFOfestanclP"pefAISOC"'_IMPA)tSloeato!da\11111",",Sm.eI.mI,Slt!eoo,W~on,OC200J6 l;rOTAL 42,00 PS~~L RATIO:
-
421
P.,l.lS
1.00
1.00
1.00
2- 0- 0
IRe-2003
L/240 TC: L/24
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Job Name: BURRELL
TmSll BD: BRL-A2
Clf:jf:
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8RG X-UX: REACT SIZE REQ'D
1 0- 2-ll S71 50 SO~ 1.50-
2 7-11- 4 S71 S.SO~ 1.50.
BRG REQUIREMENlS shown are based ONLY
on the truss material at each bearing
MAX OEFlE(TIQI'( (span) :
L/999 TN MEM 5-6 (LIVE)
l" -0.01- 0.. -O.or T= -D.Or
CRITICAL MEI4IE~ fORCES:
Te ((lolP'!""jl TE'"S'!""'j m
1-2 -561 LlS I &11.60 0.12
l-J -SUI.IS I 871.60 D,ll
BC ((K"!""'j' IE'"'S'l""l '"
4-5 -551.601 )OJl.JS 0.14
5-6 -551.601 SOl 1. is 0.14
2~ CD\P.([lIll.)~ TENhf~90~ o~M
Te 2.. Ofl '1
BC 2_4 DFl '1
WEB 2.4 DFl STANDARD
Refer to ]olnt QC Detail Sheet for
Maximum Rotational Tolerance used
IRC/lBC trus~ plate vollup.s dre basp.d on
testing and _pproval as requirf'd by IBC 1703
and ANSI/TPI and Ul! reported 'in available
documents such as ICBO'1607.
Designed per ANSI/TPI 1-2002
This design does not ,)HOUnl fer 1009 tenll
tlm@ d@pf'nd@nt loadin\! (Ul!@Il)' BUllding
Oe~igner ,"uH ucount fo~ ttllS.
THIS DESIGN IS THE CC>>1POSITE RESULT OF
MULTIPLE LOAD CASES.
PlA.TINC BASED ON GRHN LUMBlR VALUES.
UPLIfT REACTION(S)
Support C&C Wind Non-Wind
1 -132 lb
1 -132 lb
This truss is designed using the
ASCE7-02 Wind Sp@clfication
Bldg Enclo.\oed .. Y@s, IlIlponance ractor .. 1.00
Truu Location" Not End Zone
Hurricane/Oc@an line.. No . Exp Cate90r~ '" B
~;:~ ;:~?t~ei h~O~OO :~8<\ B}~~ =~~th... B~'OO ft
TPI Standard &cupancy, Dead load.. 10.2 psf
Oesi1ned as Main Wind Force Resisting System
and omponents and Cladding
Tribuu~y Area.. 16 sqft
4.1-0 4-1-0
4-1-0 8-2-0
d.i_n 12 d_1-fl
3
I4]j() --::u5Ol
5-7
T
'.8-4
1-I1S
o
2-4.0
-r SHIP
0.:!:.15
1.5-4
f
7_n.n
?_n-O
4
R.?n
;,
6
4.,.0
8-2.0
4-'-0
4.,.0
"
l:~c't'91~1:~~~M'e~(,'~:1,~Oo?1te~~~J'M~,?r~eW;J ~~~~~Jo:'ri~CS~,1f~b?ri ~~~'b1a~e~102g~d)O~~'~'ffh~Tru~~r1poe~~~ ~~~Ote\
W ARNINGRead all notes on this sheet and give a copy of/t to the Erecting Contractor. '
~ ,1I11SdeSlCnisro,~niOllMdualbulklingcomllll""mmll~SyStf!"'. ~1l3S~nbase<1onSllearoc:monsprovldr!llbythecomllllroentm~nulacll.lre'
and done in accordana ""'" I"" cur""'" W!fSOns of TPI aOll AFPA design _anlS, No ",s;nnstI~oIy is assumed lol dm"",so:w>al a<:I;lKXy, Dome,,",",
_1Obf!"""....-lI!dbyll'o!!cornponenlmanul~'and/Oftuldinglll!"'II""'prC"lOfaoncatonTl>etuld"'llllesogn'''musfascertainlh;llll'o!!loads
U1lkle<!on""dcs.gnmeeT......"""'ltelOadongomposedbyll'o!!bcalbuolclongtnde_lte~ocub'appkalll)llThelll!sognassuml!S~1I>eklpchord
MOSHOFSKY lSl.Jleraltybratellbylheroorornoo,she3lI'lingaOllltellOnornd1ordlSlaTt!rallybracodbyarigr:ls",,;rth,ngrn;rten;rtd""'ttI-I3lI3che<l. unlessol""""'$/!
nored. Br<ICings/loWnlSlo'I.1'e,aISU\>PllItOrCOmponentsmembel'5onlylDtedllCl!buc~ltngleng!h Tn,scomporoenl.r...llnotbeplacl'd",anv
~ TRUSS elMfOnmentlR;Jf...cause""'lI'OOSbJIeconl.""~Ite_lDe.ceed19"foan:1/olca<N'o:nnneClDlplaT1!_1I)Il Fabric.lllT.handfP.onslalI
444 N k ancfbracelhlS\IvSS"'.KaKtlJ;nc:ewtllltelo/lowlngsundanls-'JDonI_Cuft>ngOe1a'RepOttS"~~asOlJlpUlI'Oll'T''''''''>>I_''''',
Co I ~ S~~;~~~ ~ c8r 80907 'ANSffTPI t.. WTC"" 1'. Wood T"I$.~ Coun<:d or ""menca SlaOllard Design ReSIlll""bdlt'"'s, '8UILOING COMPONENT SAfETY INFORMATION'.
lBCSI !O{l31""" '8eS' SUMMARY Sl1EETS' by WTCA aOll TPI. T"" Truss ",;rte Institute ll"l) IS locafe<! 31 58) o-Onofno 0""". Madison.
TRUSPLUS 6.0 VER: T6.4.1~isaI""'nsJ7t9 Ttwo.o.mencanFO"'$IardP~","'''''SstJC',lhonIAF''''''lisIoc;1Ted3l11tt t9lhSlreel.rIW.SrellOO.Wd$ho'ogIOn OC200:16
(ust: BURRELL
we, Dr;ve_C_br15_l00005_JOOOOl
,Dsgnr: #lC .. 33 .,,-, 41#
TC live 2S.00 p,' DurFacs L=I.15 P",1.1S
TC Dead 7.00 p" Rep Mbr B,d 1.15
Rep Mbr (omp 1.10
BC Live 0.00 p" Rep Mbr Tens 1.10
BC Dead 10.00 p,' o. C. Spaci ng 2- D- O
Design Spec IR(-2003
TOTAL <\2.00 p" DEFl RATIO: 11240 Te: Ll24
c
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-= -
Tru!>s 10: IBlRl-A 1
.>>ob l/1!121me: BURREll
CRITrCALI\04lER fOt(E'>:
~siQnE'd per ANSI/TPI 1-1002
This des;qn does not account for long term
tlme dependent lOoildinQ (creep). 6Ul1ding
TH~S ~~~~& mIst T~Ec(~~~I~[ t~~~Ul T OF
MULTIPLE LOAD CASES.
8~rOI~ D~S~~~: ~~~~I~[R~~ ~~E ~~~t.
[..) g.lbh' bracing required , SO~ interv..h,
if exposed to wlnd lO.ld "Pflied to hee.
See -~neral Gable Details. (002065035.
Te 2-.-4 Oft 'I
BC 2'(4 Oft '1
GBt BlK 210:4 OFt STANOARO
Qefp.r to Joint OC Of!t.1il Sheet for
"1.nimum Rotationd1 Toleran(t' used
IRC/IBC truss pl,He values are based on
testing and approval as required by IBC 170]
dnd ANSI/TPI and an' reported in ilv;lilable
documl'nn such as leBO '1607.
PlATINe BASEO ON GREEN LUMBER VALUES.
2-8-0 ,-5.0 '-3.0 1-10-0
2-8-0 4-1-0 5-4-0 8-2-0
.i_1-f1 13 4.1_0
2 5
f4.'(j"Q ~
'.;-4
~
_9-~15
7..0_0
6
A-f-n
6
1.4.0
I 5-4-0
9 10
2-10-0
8-2-0
OVER CONTINUOUS SUPPORT
2-8-0
2-8-0
TYPICAL PLATE: 1,5-4
7
1_4_0
I 4-0-0
'I
Trl)~w<ll SYSTems Plates arc 20 Oil, unless sh,own by "111"(18 qa,), "H"l16 g~.Qr -MX-jTWMX 20 Qi;1 ), lJOS;lioned ~r Joint f,>QlaiIS Report
CIrcled pfiftes and false lrame p~ oosltloncd as showrf alXlvc. 'ShIn ble stud tllalcs 10 avrJld oVerlap with ~clura oIalCS ~or staple)
I! W ARIMUNGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
~ 'Trosoe~nlSlotiltln;liYidU31tlUllclongQ'mlllOl'll!flInoIlrI/$S5~. .1\aSbl!en~onSpeClf"caonspnlYdedb't1heoomponefllInilAUlXlUnl'
andoone"~~nalwChtheCUl"rem""'5lOfl5ofTPI~ro:l,f.fPAoesignSlvd.Jfd. No~tliICy>llas5l.n'edIofdlfTensonalKCufacy_ Dimensoons
__ _ ~f" 10 be "",,,-,,,,, t>y lhe COMI'CIf'lenl ~acllf"" ~nd/of tuldl"lt de5~ne' pIiof 10 !~bflUl",n The building duogne'""", aSClOrU<<l1l'l3llhe load!
ullllle<:! on lhls desogn meet Of e.ceed lhe loadIng iml'O!W!d ~ lhfIlocal buildrng axle ~ndl"" partltul~' ~ppllc~bon, Tn. (Ie~ogn U"""",S 1hat 1M loP tt>o,O
MOSHOFSKY , islall!'3llyb'ac::edbylhetOOforlloo'5hellI1>ing3ndlhebollomdllln:fi!ll;rlefllllybf~bY3,ig-.:lShe3l/llngm~'l3Idirett!y.1tl~theel, unlessOltwln'''M
I no1ed, B'3OAO s/'ownis lor 131e,~lsuPPOrtOI(:f:lfllpl>neI'll$"""I'I\tIef5oo1ylOredllCl! tlutklng length Tho!;oomp:>nenl """. no! Ill! pl,Kt!din~".,.
~I TRUSS : "~nll~"ausell'O\'_C:Onlef'llollhewoodlOe.cftdl,",,3fld/ofC30_mnnedI'I'~COffOSIlIll F~.IUnclI!!,nslJlI
4445 Northpark Dr. ~ndbfatell'lr5lr1/$S..3CtOfdantl!wllhthelollowing~.Jfd' .....,..3ndCull"'ll~.RejlOfl5.:tY3QbIenOtJlpUlllvmTnrsw_to""'afe.
C010 Springs, CO 80907 i ',..NSI/TI'II', WTD l'.WODCI TrussCounolol""""ncaSland~Du'llnResoon5lbilll..s.-BUILOINGCOMPONENT SAFETY INFORM"TIO"'-.
I (BCSll.03) and 'SCSI SUMMARV SHEE TS'lIy WTD and TP' The Truss PI.1tl! I"SUlIIe rTPI) 1SIoult!d;tl 5113 lYo,.,rm Olive, Madl5Ol1,
TRUSPLUS 6.0 VER: T6. 4.1: Wl5COns,,' 5JTI9 The """"'1t3n Fo'e~1 and P~pr.' "MM.I~..nrA~PA) O!;loe<nOO all' II 19t~ Street NW, Sle llOO. W;>o;hlngttln, DC 20036
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This truss is designedusin9 the
ASCE7-02 Wind Spe(1f;cation
81dq Enclosed s Yes. Importance Fdnor .. 1.00
Truss location., Not [ndZone
Hurricane/Ocean line.. No I bp Category.. B
Bldg lenlth.. 50.00 ft, 81dg Width - 20.00 ft
Mean roo height.. 8.84 ft. mph .. 85
TPI Standard Occupancy. Dead load" 10.2 psf
DesignE'd as Main Wind Force Resistinq System
And Components And Chddlng
Tributary Area.. 16 sqft
2.' -0
-r SHIP
O-~15
'-'1-0
,Cust: BURRELL
..", Drive_C_brlS_LOOOOS_JDOOOl
Dsgnr: #LC .. 33 wr, 44'
TC Live 25.00 p,f DurFacs L.l.15 P..l.lS
TC Dead 7,00 p'f Rep Mb r Bnd' l.15
Live 0.00 psf Rep Mbr Camp 1.10
BC Rep Mbr Tens 1.10
BC Dead 10.00 p,f O.C.Spacing 2- 0- 0
Design Spec IRC-Z003
TOTAL 42.00 p,f DEFL RATIO: L1240 Te: LI~
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