HomeMy WebLinkAboutPermit Building 2004-2-7
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WO. 020604BO
SALES REP I ABeD
DUE DATE I
OSGNR/CHKR ABeD I ABeD
4364-4366 FORSYTHIA COURT
SPRINGFIELD, OR
TC Live
TC Dead
Be L.1ve
Be Dead
Tct.~
25.00 per
7.00 p.s:!
0,00 pili:!
10.00 pat'
42.00 pe:!
Date 2/7/2004 10:57
CurFac-Lbr: 1.15
OurF.c-P~t: 1.15
O.C. Spacing: 24.0
easion Spec : use
*Tr/.C:!g I 49 / 6
. Job Name: HOUSER
~
MOSHOFSKY
r-r.')r')l'1 TRUSS
4445 Northpark Dr.
Cola Springs. CO 80907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-A1
TC 2114 OFL ~l
Be 2x4 OFt III
GBL BlK 2.4 OFt STANDARD
PLATE VALUES PER ICBO RESEARCH REPORT "1607.
loaded lor 10 P$F non.concurrent Bell.
BUILDING DESIGNER MUST VERIFY GABLE LOADS!
(.o. ) gable bracing feQuir80 C.58" intervals,
~e~xP8:~~f G~~?el~~t~fs~lm~~3S.
~~Ilsn~l~:a=~ ::fUl~J~~ITE RESULT OF
MULTIPLE LOAD CASES.
BEARING REQUIREMENTS mown art based ONt y
t~~~r~ls~~t~~~I~Eelfft~~~~ft. VAlUES.
End verticals designed lor Ixialloads only.
Extensions above or below the truss profile
(II any) require additional consideration
(by other$) for hOflz. loads on the bldg.
1-4.0 4-<>0 :'-O-<l 4-0-0
,...0 ....0 9-4-0 ,3-4-0
2 3 4 5 . 7 . 9 1012
ra:oo-
7-- -3
~
#'
r?'
#::::-~.. >
,.. A r?' _ _ _ _l7U3
~
6-: .15
SHIP
.. :r
0-4-3
2-3
~
1-4-0
1-4-0
.1"*,,,
1314 15 16 17 18 19
4_0-0 :'-0-0
5-4-0 9-4-0
TYPICAl PLATE: 1.5-4
20 21 222.'
4-0-0 I
13-4-0
OVER CONTINUOUS SUPPORT
Truswal Systems Plates ate 20 ga. unless shown by -18"(18 ga.), "H"(16 ga.l, or "MX-(T'Mv1X 20 ;8.), positioned per Joint DetaiJ. Report.
Circled plates and fatllllrame plate. are positioned as Iho<Nn above, Shift gable.tud plate. to avoid overlap wlth.tructl.nII plates (or .tapIe).
W ARNI NGRead all notes on this sheet and give a copy of it to the Erecllng Contractol
ThII cIftlll'lll lor." individual buUling compllMfIl not.... .~m. It '- bMn baNd an aped~ pRIYIdH by lie -.pontnIlTIII'IUfIodulw
anddontlneccor~wilhlMeuT..u"~oITPlandN'PAdtslgn-"-", Nor~II"""""'IorIirntnalonal_eer.
10 b<t ",riled by 1M compof*d rnanuIaclw. tndIar buIdrla dttlgn.- prior 10 fIobrIcaton. The buIcInO dMigMr....t..--1hal:
II>tloadl;uaztdan....dnlgnmHIcracud...loHngln1>ouclby...loctlbuNng codt_Iltpwlicul.-tppIc.tllcrl. ThedMlgn_
_1I>t1opd1cr1l.ltttralyl"'-'bylhtrool'crlocr~andlltboCl<om~dlt~br-.lby.rigld_ll:WIgrMttr\lll...~
'-",unI... IlCherwIMnottd. BrKlnlilsl-. II lcr 1attr.I-..ppcrl 0' ~lMmt.-.""IaIIdu~bucldlngl4lnQlh. ThllCIOfI'lpOfIIIII
Il1dnolHple~dln."y."vlranment_wII_.lhtmolalure CCIfIt..tollht-c:tlou-.:llll%anclIcr_(lOIIIltdorplt~corroalon.
FtOrlc.t~,h.andI....tIoI andbracellW IluUIn~wIlh '.IOIHT OETAfLS" by T~, 'ANSIITPl ~', WTCA I'-Wood T.... Courd
01...".,.,. ~ 0e.ilI'I R~, 'HAHOl.ING INSTAlliNG AN[) BRACING UETAL PlATE CONNECTEO \MXlO TR~
-(HIB-Dl)ancllilB-D1 SUMMARY SHEer by TPI. TheT"..PIablIntlllutt (TP'f)ltlot;atedatO"OlotloOrtve, t.bcIt.n, .......--.53111.
The~Fcr"andP.perAl.aocia-.fIoFPAJlIloca!Matl1l111illl SlIelfl.~,St.aoo.~,OC2OCl)ll.
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2
This truss is designed using the
UBCCocte.
Blda Enclosed II Yes
Truss Loc.tion .. Not (nel Zone
Hurricane/Ocean Line'" No , up Category .. C
Blelg Len1fh '" 50.00 '\8Idg Width '" 20.oo't
~~r s:'d~~~~JinC:,I~J'rO:d ~ 17 ,0 psI
Cust: HOUSER
WO: Orive_C_hou4_L00005_JOOOO4
Dsgnr: #lC = 14 WT: 133#
TC live 25.00 pst DurFacs l"'1.15 P"'1.15
TC Dead 7.00 psI Rep Mbr Bnd 1.15
BC live 0.00 pst O.C.Spacing 2- o. 0
BC Dead 10.00 psI Design Spet: UBC
TOTAL
42.00 pst
DEF.Ratio: U240 TC: U24Q
Job Name: HOUSER
arGo. J:}fC B~~~:4IZ~.~fQ'O
2 13. g. 4 588 5.50" 1.50"
MAX DEFLECTIONJspa~:
~~~~ ~~~oiw. <f~ .7111'
Te FORCE AXL aND CSI
1.2 -1366 O.Q1 0.570.59
2.3 .111 0.000.570.57
Be FORCE AXl BND C51
4.5 11970.200.170.37
5.6 Il7S 0.190.170.36
WEB FORCE C51 wEB FORCE C51
2.5 1770.G:6 -}700.04
2.6 .11330.85
~
MOSHOFSKY
'-"/~r'....., TRUSS
4445 Northpark Dr.
Co/a Springs. CO 80907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-A2
TC 2x4 OR i111
Be 2.0;4 OFL i111
WEB 2x4 OFl ST ANDARO
PLATE VALUES PER ICBO RESEARCH REPORT "1607.
loaded lor 10 PSF non-concurrent BelL.
PLATING BASED ON GREEN lUMBER VALUES.
~~f~n~l~?cf~ fsNf~'l~J~~ITE RESULT OF
MULTIPLE LOAD CASES.
BEARING REQUIREMENTS ~own are based DNL Y
on the truss material at eaCh blaring.
Shim bearings (II needed) for req. support.
End verticals designed lor axial loads only,
E.densions above or below the truss prolile
(II any) require additional consideratIon
(by others) lor honz. loads on the bldg.
7-3-15
7-3.15
8_8-1
14-0..0
2
ra:oo-
3
3-4
/T
./" 3-11-9
7--3
"
S-:S-15
SHIP
3-4
~_.10
1
3-4
.. I
0-4.3
O~8
~
---2.QQJ
14..n.p
5
I
4
6.
7.3.15
7-3-15
6_B_l
14-0..0
TruswaJ Systems Plates are 20~. unless $hown by -18-(18 ga.). .W(16 ga.l, or-MX.(TVvMX 20 ga.l, positioned per Joint OetaIJs Report
Circled plates and lalse frame plates IIl1I positioned 8S shown above. Shift gable stud platel to avoid overlap with stnJdl.nl plates (or staple).
W ARNI NGRead all notes on this sheet and give a copy ofit to the Erecting Contractol
Thi:ldlt$l",,"lor&lllndvldualbulcln,,~not~'l'Stem.llh-nbHtlb'''donlPftlklllonlprovldeclby'''~manu1ac:lu"...
andclon.InKCOtdancewilhlh.o;uTant........aITPlandAFPAdalgn.tandar... Nor~.lIUUIMdb'dmInsIDruoIlCCUl"K)'.
.lDbey.nt.dbylle~ andfarbuldng -v-priDrlolltwlcdon.Thebuldng~muet--.~
...i0oi.. UlllUd on.... dalgn "'"' 01 uend lie IoMng ~ by ...loc.rbuMng code....ew ~ eppkdon. The clee9laeumee
_lhetDpch<<cl.laW~br--'by...rooIOIIoarIllea'*"'_...bcIComm.cl. 1aW~l:nce>dby.Ilgld~lI'lOIt.n.IdfKllr
IUcn.d.unlneClCt>er'wlM/'IDCK.Bradngw-..lorleterallUppCW'lol ~_rnembetsrn,ID.___I:luellIng'-'cllh. ThieCOlJClOM'll
Il\allnolbeplecadlneny...................t...._....rnoIetur. c:antantol...woodIDuceedlt%anoi'Df____p/al8c:orr......
FIbric:IIII.Nnd..lnltalandbrKlo IIW ......._dance wUll 'JOINT DETAIlS'byTI\ISWaI. 'ANSIITPt 1'. WTCA 1'.lNoodTNM CouncI
oIAmerlcoI StancWd Daign~. 'HANClUNG lNSTAUJHGANO BRAClNGUETAl. PLATE CONNECTEOWOOOTRUSSES'
{HIB-Ol)..-.:I'HIB-Ol SUMMARYSHEET'by TPl. The Tnru PlMe~ (TPl).1ocated 1It000000000Drive.MadIon. w..-..nS371..
The~ForeIItandP..AAoclnanlAFP~.locaIIdetlI1111llll S....NW.SleIOCl.WaIhngIDn.OC2OO3e.
Oty:
14
UPLIFT REACTION(S) :
Support 1 .1161b
Support 2 .!45Ib
ThiS truss is designed using the
UBC Code.
Bldg Enclosed .. Yes
Truss Loeaticm = Not End Zone
Hurricane/Ocean line = No . Exp Category '" C
Bldg LenRth;; 50.00 It~ Bldg Width" 20.00 It
Mean rool helRht;; 11.:;Jllt. m:rh " 80
UBC Standard"Qccupancy, Oea load" 17.0 psI
EXPRATlON DATe 0lII30I0I
2/9/2004
eust: HOUSER
wo: Drive_C_hou4_l00005_J00004
Dsgnr: #LC = 14 WT: 79#
TC live 25.00 psI DurFacs L=1.15 P=1.l5
TC Dead 7.00 psf Rep Mbr Bnd 1.15
BC live 0.00 psI C.C.Spacing 2. O. 0
BC Dead 10.00 psI Design Spec UBC
TOTAL
42.00 psI
DfF.Ratio: L1240 Te: l124Q
Job Name: HOUSER
~
MOSHOFSKY
'~""~""'>.Q TRUSS
4445 Northpark Dr.
Co/a Springs, CO 80907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-B1
TC 21.4 OFl 1f1
Be 21.4 OFL "1
GBL BlK 21.4 DFl STANDARD
PLATE VALUES PER ICBO RESEARCH REPORT #1607.
BUILDING OESIGNER MUST VERIFY GABLE LOADS!
(.) gable bracing reQIII(~ C 58" intervals.
~ee:P8:~ri~ G~~?elb~~a~Ps~I~~~~E35.
~~,tsnUK::f~ :rfUl~J~~lTE RESULT OF
MULTIPLE lOAD CASES.
BEARING REQUIREMENTS shown are based ONLY
tL,,\~~g~ls~t~;:~a~Eet~t8t:~E~' VAlUES.
Otv:
2
This truss IS onlgned using the
uae Code.
Bldg Enclosed .. Yes
Truss location .. Not End Zone
Hurricane/Ocean Line'" No . UP Cat~ry '" C
Bldg length.. SO.OO HI Bldi Width.. 20.00 It
Mean rooT height.. 9.42 It mph .. 80
uae Standard Occupancy, Dead Load.. 17.0 psI
2-8-0 I 2_8-0 2.8-0 4-0-0
2-6-0 I 5+0 6-0-0 '2-0-0
R_n..n I, fWl-n
i 3 4 . 7 . .
rs:oo -5.001
3-4
2-1 )-1
>-;
3-4
_ 0:4-1 '8 '8 8 ~~~1
?_o.n r 2-lWl -1
1'-n.tl
10 11 12 13 ,. " 1. 17
?8-0 I 2-8-0 I ?_8-0 I ".;2-0. I
2-6-0 I 5-4-0 6-0-0 12-0-0 I
TYPICAL PLATE: 1.5-<4 OVER CONTINUOUS SUPPORT
TruswaJ Systems Plates are 20 ga, unless shown by "18"(18 ga.l. .W(18 ga.). or "MX"(TVVMX 20 ga.), poslUoned per Joint Details Report.
Citded plates and false frame p1atu 8ffl positioned 11$ shoWn above. Shin gable stud plates 10 ellOid overlap with structural plates (or staple).
W ARNI NGRead all notes on this sheet and give a copy of It to the Erecting Contracto.
This dni",iI lor.. IndYlchIIbuIcIng c:ompon8nlnot_l}'Slem.ll hab+wl baMd on "P"Ci1leatorw prcMdN by... componenl
anddGnein~wl1hltMCU'l'''''''''''oITP1It1dAFPAclaign~clI. Nor~...........:I""~.-ncy.
~...lDbev.n'.,dboylh.o;:ompor>WIt~....o'or~cIMl,,*,priortolabriedon.Thebuklng~lI'W1__lhal
ltM loaWulIli~ed onlhia dnlgnm..toruOIH IhloadnllimpoMdbyltMloc-'builclnll code andll\4l~appac.o:on. n.. MI"'_.....
thallhelopchord.le*alybracedbylherool'or__~andllMboCIomch<<d;.lmtaIybfaeedby.rigidlllHlllngmatlllllldrKOy
'1!.Iched.\ftalloa-wiH_.~"'-'.""~suppartol ~""""'cnr~r..a-lIuc:Io:aIlg""",,. ~~
5l'IalInotbeplaceclln~elMronIMnl~...._ltMmainft _ot...woodlllaceedln.-.dIflII__p.teowroUon.
F~.II&n<I.,lnatd and bt_Nl_ln.~..... 'JOINT OETAlLS' byTIWWlIl, 'ANSUTPlI', WTCA 1'.lNooclTNMc.o.....cI
or""-k:..l Standard ONlgn ~... 'IW<lOUNG INSTALUNG ANO BRACING METAL PlATE CONNECTEDWOOO TRUSSES'
-(H1B-ll1 and 'HIll-II SUMMAAY SHEET try TPl. TheTNM PlateIlwliUe (1l>Ijillclc**' 1II0't1t10tla0lM.~, ~5J71'.
The~For"'andP_AaaodaIion(AFPA)illDcateclallI11 111111 kiNI.NW.S.e.oo.~.OC2OO3e.
Cust: HOUSER
wo: Drive_C_hou4_L00005_J00004
Dsgnr: #lC = 13 WT: 70#
TC live 25.00 psi DurFacs L=1.15 P=1.l5
Te Dead 7.00 psI Rep Mbr Snd 1.15
BC live 0.00 pst O.C.Spacing 2. O. 0
BC Dead 10.00 pSf Design Spec USC
TOTAL
42.00 psI
DEF.Ratio: L1240 TC: U240
Job Name: HOUSER
SF Q. {:-g>c 7~}"~\5}Z1.~~Q'O
2 11. g. 4 132 5.50' 1.50'
MAX DEFLECTION (span):
U999 IN MEM 4.5" CliVE}
L'" -0.03" (): -0.01' 1= -0.04'
iC FORCE AXL BND CSI
}.2 .759 0.010.280.28
2.3 .759 0.010.280.28
Be FORCE AXl BND CSI
4.5 6430.100.190.30
5.6 6430.100.190.30
WEB FORCE CSI WEB fORCE CSI
2.5 164 0.07
~
MOSHOFSKY
n-r ~r~~ TRUSS
4445 Northpark Dr.
Colo Springs. CO 80907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-B2
iC 2.4 OFL III
Be 2.4 OFl #1
WEB 2.4 OFL S1 ANDARO
PLATE VALUES PER ICBO RESEARCH REPORT #1607.
PLATING BASED ON GREEN LUMBER VAlUES.
~~frUf~~ ~f:fl~J~~lTE RESULT OF
MUL TlPLE LOAD CASES.
BEARING REQUIREMENTS shown are based ONLY
on tl1e truss material at each bearing.
6-0-0 I 6-0-0
6-0-0 12-0-0
Fi._n...n I, Fi.-f1_0
3
rs:oo .5.001
3-5
2-1 )..1
_ 0:4-,
".0_0
f--,.o.n
I
I
I
4
1?Q-O
5
I
.
6-0-0
12-0-0
6-0-0
6-0-0
TNSWaJ Systems Plates ate 20 Ga. unless shown by ~18"(18 ga.). W(t6 ga.), or "MX.(T\"'MX 2Og.1.), positioned per Joint Details Report.
Cltded plates and lalse frame plaIn 8f8 positioned as shown above. Shift gable stud plates 10 avoid over\ap with strucll.nl plates (or staple).
W ARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractol
Thiadalgn.b...lncivIcluaIbuI<Ing~enInotlrula""'m.1l hMbnnba.adon~pnMdldbv"'componeonl.......tacu.
..-ddoro.ln_cIanct'wilhlhtCU'l"tnt--.....oITPlandA1P",dalgn~d1. No~.~bclrrwlMon.tl_Ky.
" 'lobtvtri'tdbyllM~mtI'lUfadur.tttdlOfbulcing ~prIorlolabrlctlon.ThtblMlg....mual~....
1h.......ufIIlndonll>l.daignm..,.ul;..dlh.lolIcinglmpo..dbylh.loc:aIbulIding codellldlht~tppk;llIon. Th.dnIll".........
lIutllh.lop_cl.ItI...lytw.<<clby""oof..loorah..ll*\gandlh'bollom_cllalaterd)'bral;ldby.ngkIahtalhhg""1trilII'*~
.U._d,lM'lIeHoCI'>tt'Wia.noltd.IlfKltlgs/'loMl....~Sl4'POf1of ~"",,**,...,..,___Mklngltnglh. nw-.--
ahaInotbtplKeclinany~_"'~"'moiaIuf. _or"'_Io"'-"'lnl.rtdlot_-..--""'--'"otion.
Fatwlu1l. htoI'KI', Nld and tw_lhiI..... in.1;COfdance _ 'JOINT DETAILS' by Trut....... 'ANSVTPll'. .....-reA l'..wood T..... CoundI
01 Amaric:a Slanclald Duign R...,..".;bili~... 11NIDUNG INSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'
-(H1Ml)and 'Hla..lll SUMMARY SHEET by TPI. Tht T.....P\a1e1nsUtAt (TPl)lt loc:Mtdat D'Ondioon...Mtdaon,1I\beontin53711l.
Tht1o,rMricanF"a1W1dPaptr~(A1PA)"r..c.!edatlll11'" _....WJ.8lII800.WW*'glon.DC2OCl3lI.
Oty:
12
UPLIFT REACTlON(S) :
Support 1 .1l61b
Support 2 .1l61b
ThIS truss is designed using the
uac Code.
Bldg Endosed .. Yes
Truss Location" Not End Zone
Hurricane/Ocean Une '" No . Exp C41legory " C
Bldg Lenlrth = 50.00 HI Bldg Width '" 20.00 It
Mean r001 heilUll" 9.42 It. mph :: 80
USC StandanfOccupancy. Dead Load'" 17.0 psi
3-; 13
SHIP
~
ElPIlA11tIl DAre UIlI3Q\M
2/9/2004
Cust: HOUSER
WO: Drive_C_hou4_l00005_J00004
Dsgnr: #lC = 13 WT: 57#
TC live 25.00 psf OurFacs l::1.15 P=1.15
TC Dead 7.00 psI Rep Mbr Bnd 1.15
BC live 0.00 pSf O.C.Spacing 2- 0- 0
BC Dead 10.00 psI Design Spec UBe
TOTAL
DEF.Ratio: 1I240 TC: 1I240
42.00 pSf
.
Job Name: HOUSER
BF 0- :-g)Cl~gCJ.&.ZEl.~Q"D
2 25- 9. 4 1320 5.500 1.50"
MAX DEFLECTION \Spanl :
~9.b:21~ ~;M'(}~?5.IT~I~~k.
Te FORCE AXL BND C51
}.2 .2142 0.040.320.37
2.3 .1691 0.030.320.35
3.4 .1489 0.020.130.15
4.5 -1686 0.030.320.35
5.6 .2141 0.04 0.32 0.37
Be FORCE AXL eND C51
'.8 1930 0.320.270.59
8.9 1930 0.32 0.25 0.56
9.10 1487 0.130.380.52
10.11 19290.320.280.59
WEB FORCE C51 WEB FORCE C51
2.9 .4760..llflO 3350.15
3.9 336 a.SEW .480 0.29
3.10 690.04
~
MOSHOFSKY
c>r~r~~ TRUSS
4445 Northpark Dr.
Colo Springs. CO 80907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-C1
TC 2114 OFL #1
Be 2x4 OFL #1
WEB 2.4 OFL S1 ANQARO
PLATE VALUES PER ICBO RESEARCH REPORT #1&07.
Loaded lor 10 PSF non-concurrent BeLL.
PLATING BASED ON GREEN LUMBER VAlUES.
~~lt~n~l~F8~ i':f~'l~J~~ITE RESULT OF
MULTIPLE lOAD CASES.
BEARING REQUIREMENTS shown are based ONLY
on the tru 55 material at each bearing.
Drainage must be provided to avoid ponding.
Otv:
2
UPLIFT REACTlON(S) :
Support 1 .!34lb
Support 2 .134lb
ThiS truss is designed using the
USC Code.
Bldg Enclosed '" Yes
Truss LocatIon'" Not End Zone
Hurricane/Ocean Line'" No , up Category '" C
Bldg Length'" SO.OO It, Bldg Width = 20.00 It
Mean rooT height:ll 10.46 It, mph:ll 80
USC Standard Occupancy, Dead Load'" 17,0 psI
5-9-14 5-2.2 4-Q.() 5-2-2 5-9-14
5-9-14 1140 1540 2().2.2 26-<>0
"-"'1 13 UU> 14 11.(l..1l' .1
2 ;;
rs:oo- -5.001
4-8 5-5
I \
4-11.1
II 2.5-8
(l.4-1 e;::::::- n $=:>-<
2.5-4
I
(l.4-1
~
,
'''''''
11~
I
7
.
1140
1140
9
10
4.o.<l
1540
1140
26-<>0
Truswal Systems Plates are 20 ga. unless shown by .18"(18 ga.l. "H"(le ga,), or "MX"(T'M.tX 20 go,). posiUoned per Joint Details Report.
Clrclod plates and falso frame platas are poslUoned as shown above. Shift gable stud plates to avoid overlap with structuml plato. (or staple).
WARN/ NGRead all notes on this sheet and give a copy of It to the Erecting Contractol
ThiI~illoranlncl:vldualbulcing~not\rwl;~m.1l hab.."b...don~tcaliDnIpr~by".~
and don.ln.ecordaneawjlhlh. CU'l'enl........,. ofTPlandAFPAdulgn._"'. No,npoNitIiiryil oaauIMd Iorclmanolonal occuracy.
o IObevori'odbylho~.........I!odl.r...-dIorbuiding ~priarlOlabric:Qon.Thebulclng.......lTUt__lNl
lhokM.alllllzodon...~..-or........lholoo<lng~bylholocelbulclng CICIOMandhpoQculoroppko_.TlMdoo9I_
lhollhotrlpa-1l_latorolybrKedby"'rooI'orloor~andlho_d>onl_ _oIytw-..by.rIgicI~rnoWlolclndty
.ltadMd......... OChorwia. nolod.llrKingu-. ia ........suppor1of ~_fNII'lboq onlylDr..a-buc:klnglonglh. ThIa~
5hollnolbepl.cedinany...won......lllalwil_lhomol.~. contentollhowoodlO..celldlP%onciIor_COl'IIIe'dorplo"-"oaIon.
Fab'lc:a...~.....ldandbr.ce" .....In-c.nc........ 'JOINT OETAll.S'byT.......... 'ANSl/Tl>II', WTCA 1'-WoodTruu CouncI
01 ~ sc.nd.d Dnlgn R~, 'tWO../NG INSTALLING AND llIV.CING METAL PLATE CONNECTED WOOD TRUSSES"
-{H18-11IJand 'HIB-t1I SUMMARYSHEET"o.,TPl. ThoT"..PIt..~ (TPlJia\oeOloodO\~0rtv..MIoobon.~S371'.
Thc"""",,*,Foral_P_Aoaoc:inon(AFPAJ_loo;otIIdalllll ItIlh SrHl.NW,QoIOO.WoIhiIlgIcn.OC20038.
5-8-13
SHIP
ElP1lA11CII1lATI:: 0lII3Q\K
2/9/2004
Cust: HOUSER
WD: Drive_C_hou4_L00005_JOOOO4
Dsgnr: #LC = 14 WT: 152#
TC Live 25.00 psi DurFacs L=1.15 P=1.15
TC Dead 7.00 psI Rep Mbr Bnd 1.15
BC Live 0.00 psi D.C.Spacing 2. O. 0
BC Dead 10.00 psI Design Spec USC
TOTAL
42.00 psi
DEF.Ratio: U240 TC: Ll24Q
.
Job Name: HOUSER
BFa. {"f?Cl~McJ.&.ZEI.~Q'D
2 25.9.4 1320 5.50" loser
MAX DEFLECTION (span) :
L/999 IN MEM B.9 (LIVE)
L= .0.14" 0= .0.09" T= .(1.23"
ie FORCE AXL eND CSI
}.2 .2124 0.04 0.44 0.48
2.3 -1870 0,04 0.44 0.48
3.4 .1870 0.04 0.44 0.48
4.5 .2124 0.04 0.44 0.48
Be FORCE AXL BND CSI
6.] 1898 0.310.230.54
'.8 1261 0.110.36 0.46
8.9 1261 0.110.360.46
9.10 18980.310.230.54
WEe FORCE CSI WEB FORCE CSI
2.7 .4080,3(9 6320.28
3.7 6320.QIB .4080.10
~
MOSHOFSKY
n-r~'~ TRUSS
4445 Northpark Dr.
Co/a Springs. CO B0907
TrusPlus 6.0 Ver: T6.4.2
Truss 10: HOU-C2
Otv:
17
ie 2x4 OFl III
Be 2x4 DFL /1:1
WEe 2x4 OR 5T ANOARD
PLATE VAlUES PER lCBO RESEARCH REPORT #1607.
loadeo for 10 PSF non.concurrent Bell.
~~,~nM~f(i~ ~~UJ~J~~ITE RESULT OF
MULTIPLE LOAD CASES.
BEARING REQUIREMENTS shown are based ONLY
~u.~~~;rue:lS~~t8'~ari~Eel~L~~BE~' VALUES.
UPLIFT REACTION(S):
Support 1 .134lb
Support 2 .134lb
This truss is designed using the
use Code.
Bldg Enclosed = Yes
Truss Location'" Not End Zone
Hurricane/Ocean Line.. No . up Category .. C
Bldg Lenlrth.. 5O.OClltl..~ldg Width = 20.00 It
Mean rooT heiRht = 10.~ It. mph = 80
UBC Standard"Occupancy. Dead Load.. 17.0 psI
6.9-14 .6.2.2 6.,-, 6-9-14
6-9-14 13-0-0 19-2-2 26-<).(l
''-''-'' ,'-"-" .1
i '3 .
rs:oo- -'.001
3-5
5-'-1
:I:
0-4-1
... 13
SHIP
2.5-8
..:I:
04-1
~
'0-0-0
,o~
8.10..10 l
26-<).(l
6
7 8
8
I
8.10..10
8.10..10
8-2_13
17-1-6
TruswaJ SY5tem' P1ales are 20 ga, unless shown by -18-(18 ga.), -W(18 ga.), or -MX-(T"M.lX 20 ga.), positioned per Joint Details Repen.
CIrcled plates and false frame plales are positioned 8. &hown above. Shin. gable .tud pletes to evold overtap with structural plates (or staple).
W ARNI NGRead all notes on this sheet and give a copy of/t to the Erecting Contractol
Tl'QdNl~~lo<an~"~__nolWAIJVIl*m.1t habMnbaaed...SpKlbllaneproy\dMlby""~~.
-.d clofMln .ccordanee...lh lhea.oTenl v.,.ionr, oITP' .".jAFPAdai~ ._cla. Noraponaiblltyla __for cIIMnaIonaIeea.-KY.
ltoto.vltfll.dbyllMco~enlmanuraeu..MdlOfbullclrlg dMllJWpriorlobbrM:dorl.TlMbuIdng..,gn......I~lNt
IlMIoa..utlludon...dftlcnmH'lOf..~lh.loa<Ing~bylh.locaI~codeendl'Ml~appIcdon..n..Onlgn.........
1h><t1lM topcllordillaWdybr.cedby....ooIOf toOf w.llwIg end IlM bottom_d;. 1aW.....~by . tIgld......,.....w.taI dlKIy
.lladIad,uNeu~.nowd.8Iacing.r-illo<l.IleIalauppollol ~""'~Of"IotID"O"C'~Ienglh.ThiI~
ahdnotto.pl."dlnanyltflwon,....lh.l"'uua.lh.moiaILU conl.n1or....woodto..ceedlfi'11oaMlor_~pI.l.ICOfTMion.
Fabriul.,hancI..lnatalllndbracelhia lruH .._~wilh 'JOINT OETAlL.$'by TIUa..... 'ANSVTPll'. WTCA l'.WoodTruuColn:ll
ol.-.....nc. ~ Dni~ A~. 'HANOUNO INSTAU.ING AND BAACtHG METAl.. PLATE CONNECTEO WOOD TRUSSES'
~H1e-el)_'HIa-81 SUIolMARY SHEET by TPI. TlMTruu~~ (TPI)..Iocateda1D'0nHI00ltve.......................U71..
TheAlMr\c.llt1F...at_P_~....(AFPA).louted.ll1',ltlh StrHt,tIN,$teIOO.~,OC200:MI.
Cust: HOUSER
wo: Orive_C_hou4_l00005_J00004
Dsgnr: #lC = 14 WT:
Te live 25.00 pst DurFacs l=1.15 P=l
TC Dead 7.00 pst Rep Mbr Bnd 1.15
BC live 0.00 psI O.C.Spacing 2. O. 0
BC Dead 10.00 pst Design Spec UBe
141#
15
TOTAL
42.00 psI
DEF.Ralio: 1I240 Te: L/240