HomeMy WebLinkAboutTRUSSES - 04-00106 - 417 S 12th W - AdditionJOLLEY BUILDINC 74 "T�e
SUPPL--,Y. INC.
U.'i-p p C. 1 oqvoicr- ORDER DATE PHONE NLUSER DATE
NUMBEP
9
JOB NAME
4 T N DIS-CPIPTION "OHL 0
NOTES ga4K+'l
J60'
SIGNATURE ed
.............
E.
DELIVERY DATE ^,LjB no I AL
'r A
MA,
TOT
Roofllne 3D Layot�T=EN�R
sTZENIER
TRUBWAL
7Z 7 Syst m
SAI.SS REP A$£D
DOE DATE
DSGNR/CHKR s CC / $c
Tc Live 35.00 pat
TC Dead 7.00 Haag
6C Live 0.00 pef
BC Dead 10.00 pat
Total 52_00 pat
NO* : 3TIENCR
Date s 3/21/2004 16:43
DurFac-Lbr 3.15
Durfac-Plt 1.15
O.C. SpBcinq 24.0
Design Spec IRC
kTx/1lCfg : 10 / 0
Job Dame: - - Truss ID: T-23 QW: I
TO 2at6 HF 88
HC 2" SIPS 165OP-1.5E
GHL BLK 2:4 XF SHM
Uadad for 10 VW non-essncursant. BCIJ..
ABC87-98 6NW IDAD MWIM CRITHWA:
pg = 39 ppaf, Ce - 1.0, I - 1.0, Ct : 1.1D
Gable verticals and 2x f web matretial spaced
at 24.0 " o.c. unless noted atEmruise.
Top chose! supports 24.0 " of unifo:.m load
at. 30 pef live load and 7 pef dead load.
Additional design onnssiderations nay be
re:quiced if s eaathfnq is attached.
[+I Indicates the regnftamant for lateral
bracing (designed by others$ paspeadi—ear
to the plane of the Member at 40"Intervale.
Bracinagg is a result of Kind load applUd
to matffiec. (Coshination serial plus bandingl .
This truss requ€ram adequaba sheathing, as
designed. by others, applied to the truss
face providing lataraL support for webs in
tba truss plans sad creating cheat wall
action to resist diaphrsqp Scads.
T
4.2-14
1 MD-6-14
TYPlCe14L PLAN : 24
Plating speo : llli'SI/TPI - 1995
M8 DeeiaN 10 Tii6 COM>?O8I4'E W&SO?A' OF
XMTIPM LOAD Ck=.
iRCIUC trams plate valnas are based on
testing and approval as caquired by IBC 1703
and AIRS!/TP1 end are xepooted Am available
doommuts such as ICED 816D7.
18-0 •0-0
1 2 3 4 5 6 7 69 1i/ 12 13 14 16 16 17
-2.501
6-6
1; -010A
18 19 20 21 22 29 2426 2/T 28 29 30 31 32 33
UPLI!`T RSACP=OK (s) :
9vlPoet CEO Wind Non-19ind
1 -297 lb
2 -362 lb
This truss is designed using the
ASWT-98 Rind Specification
81d2 Enclosed - Tam, Importance Factor - 1.00
Truss Location - Hat !.nod Sons
Hurricane/Qoean Litre - No , Cap Category a C
Hldg Length - 99.00 ft, eldg width = 50.00 £t
Us= roof height - 17. L2 ft, mph 90
TPI Standard Oceupancy, Dead load - 10.2 pef
Desxgaed as Main Rind Force Resisting system
and C cpotsaats end Cladding
Tributary Ara& — 72 sgft
T
4�6�6
GRIP
=D4;•1
OVER CONUNUOUS SUPPORT
Ali pietas am 20 gauge innm al Connectors unless preceded by "Mx" Nor HS 20 gauge or wW for 16 gauge, positioned per daInt Detail RepwU a Dable from tntswal software, unless noted.
MiMING Rwd.11►rotes an this sheer and gives a copy of it to the Ervederg Conavet tor:
This design [star aindkidad hrzildingtempe>s wts of t tts system. rt Pets been hued an specifications penidedby She eompantat taanuraoruner
Chk:
and done in esoaidsaes: wig Qtr tmtetrr recsiemt erii9srtd /iFPA dalgt atsaderds. Ko tc;ponsibilit)• is assumed for dislensiauea soe:taey. Diteensionc
are tote wdf e d by tba ooeapeeecm easaulkwarer endkc hwHing designer polar in ftbcicadon. line building designer must ssee:tein that the bads
Dngsar:
TRUSWAL
eRilirad an Csa aeaigp meet a exceed the hsadiag ietpoaed bI the lace! bus ao3r as s flee pattiald�t{�pSiaatios► The design ass=a ohms tha tap ebwd
TC Live 30.00 f
iela^ 0y'hmtedtyAtmderpoordwithi45anddwbag=edaad'esL�s1)-htaeedhyndSidsheffiat;gaao ddimctlf'retacW. onlessaammiw
pa
SYSTEMS
need !!racing sE.asm is bar lessen sttppmt oroatapoeeeats axsttbees only to aEaa bnttliag huh. ibis exuapaae:M :ball cunt be p[rmf is say
envire:amaN that vrsp worse the mai:RtM G0Weat of the xsod to exceed 19%* mbar e:Lw a , =Wr phne ooesosicea fabdetw. htndte. instsG
TL• Deed 7.00 pef
sad bnoe finis teas in aoeaidaaae vdlh the rala,.inS ctartdasds• Tout end tutting DdW Reep= avas d* w output foam Tsuswd software;
He Live 0.00 pef
1tN N.Otsat slOf. Pttwp.lktilsatan TJl iiN 1
'AtR WW I% %TCA I' • Wwd Taira Caxidl erAnsaicL sun&a Dedip paspantibiiiltia. umDLZN OINSTAMING AKO DR 4Cr!IG METAL
PLATE Ci0MUMi•D IAWD TitU8SES • (KM-9L) sad RM-9I SilPf.MMY SEIWr TH. TheeTauss Fine hutitutc
' by (!pi} is Laretod si D'Oda[rio Dm+e,
SC Deed 10.00 ps£
MsdiseesL4'isexznsin53719.7hcAru>ricerFoustesndi'a}xreal�oeistiene.(AfPA]isleseattda:!!11 I9dsStmcLWK'.Sit UgUlashiagtal,DCZOO&
Sam 47.00 psP
s� Joint Locations
1 0-0- 0
LS
0- 0- 0
2 6- 0- 0
19
6- 0- 0
3 8- 0- 0
20
6- 0- 0
4 10- O- 0
21
10- 0- 0
S 12- 2- 8
22
12- 0- 0
6 14- 0- 0
23
14- D- 0
7 IS- 0- 0
24
L6- D- b
8 IT- 3- 0
25
L7- 3- 0
9 18- 0- 0
26
20- 0- 0
10 20- 0- 0
27
18- 9- 0
11 18- 9- 0
29
22- 0- 0
12 22- D- 0
29
24- 0- 0
LS 23- 9- 9
30
26- 0- 0
14 26- 0- 0
31
28- D- 0
15 28- 0- D
32
30- 0- 0
16 30- 0- 0
33
36- 0- 0
17 36- 0- O
3/11/2004
scale. I Mu a V
D.urf=acs LM.15 Pa1.16
Rep Mir find 1.16
a 0 spacing 2-0. D
Design Spec lRC
Segn 7GAJ2 - 0
Job Name:
Truss ID: T-22 Q : 1
Drw :
Tom
x-4CC
RGCr BEEF
store,
M 2x6 By BS
Web bracing required at each location ahoan-
UPLIFT REACTION]SI
1
0- 2-12
23Df 5.50"
3 J9"
Be 2.6 Bp S6
® Be. et.derd details (PE01087001-0011.
Support COT! Wind Non -Winn
2 35- .- (
23od iSP
3.75"
59ED 2x6 aP STUD
Pla o, ¢yec dd]6I/TPI - 1995
I -341 lb
Her e00U1aleare ' ehe...ze bared ONLY
IBC/150 true. plate value. are based on
THIS DESIPI IS THE COMPOSITE eHSOLT OF
2 -341 lb
on the ac Ore.. aatial
au
each ber."o,
testing and approval am req axanl by IBC 1703
H'JLTIPLT LOAD CASES.
Thl. true. is dmsignad using tee
and ANSI/TPI and at* x•aperied
in aveilabre
Loaded for 10 PSP non-concOrrant BCLL.
ABCC7-98 wind Specification
'1C
4VBCE
AWL
BUD
COI
dorlmante much se ICED 411607.
MM7-98 SNDW LOAD DESIM CRITBRM:
Bldg li...d = Sam, xorp. tanca Factor - 1.OD
1-2
-6940
0.27
0.42
0.69
p9 4S ps£r Ce ].0, 1 1-Or Ct 1.10
T... Location = Not End Zone
2-3
-5934
0.17
0-20
0.57
Rllrrieane/Ocee. Lira - N. Hap c:m e,.ry - C
3-1
-5755
1. VP
0.15
0,27
Bldg Laogth . 99. 00 ft. Bldg Width : _ 50. GO
ft
4-$
-4531
0.07
0.17
0.24
e
17.12 ft,-aph_ 90_7
5-6
-4631
0.07
0.17
0.11
TPPInStandardoc DBedT-ad - 33-2
c.
6-7
-575:
0.17
0.20
0-27
.Par
wind F
Nain wind 2.rce Aavi sting 8yatam
Cara3 bn
-6134
0.27
0.42
0.69
and me
and Cmg7enents and Cladding
e-a
e-D
-64ae
D.n
a.lx
0-69
TYibutary Area = 72 egFk
Be
FOXCE
A
END
COI
10-IL
$745
0.59
0.2D
0,19
3L-12
6736
0.59
D.15
0-14
12-23
6736
0.59
O,Od
0-63
13-21
5603
0.19
0.04
0-St
14-15
5603
0.40
0.04
0.54
a7t I9.X DSFLTCTZON Ssp )
'
15-16
6736
0.59
0.04
0.63
THE MEN
L/677 1N 13-14 ELM)
16-18
6736
0.59
0.
Too-=-0.3111
T- -0.94'
ST-1
6743
0.55
0.20
00-
.19
WE
Me Car
e6R
Fal CST
6 Joint Locations
-
2-11
17 0.06
6-15
-logs574 0-22
1 0- 0- 0 30 0-
0- 0
2-13
-t174 0.22
574 0.22
2 7- 6-13 11 7-
4-13
4-14
Sta 0.96
0-15
9-15
-1 ]97 0_EG
3 12- 2- 8 12 12-
0- 0
4-14
-1493 9.96
8-17
RT 0-06
6 12- B- 6 13 12-
B- 6
5-14
uB3 053
7id3
6J-SD-SD
6J•10 9-1-0_D 6J•10 74-11
5 1B- O- 0 14 I9-
o- o
7-4-13
12.6.6
16-0-0 233.70 26-T-3 36-0-0
6 23- -115 23-
7 23- 9- 9 16 24-
9 9
3-]0
D- 0
96-0-0
1
2H-0-0
34
15 67 6 9
9 36- 0- 0 19 36-
D- 0
2� 69
•2 0
T
4.2.14
3
=05.14
TYPICAL PLATE : 3.6•B
10 11 1213 14 1616 17 16
74-13 63-10 y ".toy 6.3.19 63.10� 74-13
7�4-1] 12Ai 1".0 23.3.10 211-7.3 364.0
3111 /2004
All plates am 20 gauge huawal Conna4tom unless preceded by "MX-for HS 20 gauge or'T4"for 16 gauge, posidoned per Jolyd Cefal( Reports available from Truswal software, unlett noted. Scale: WB` - 1'
I'VARAFING Read all notes on this sheet and ghr a copy ojit to the E, ecring Conaactoi-.
WO:1
Tb3 deign is Eranhadividurl buiHadmmleocnl not., gvrm, 11 be, bheed.. een heon 1pmurici -•prmidedb-We Tonne oun fir.
Mill:
®
anddmcirmc r en;ka.......i. dlr?(cd AEPA dnian oumhas. Tro res a ibil ire uu medfor dimwi...Ino nnl'. Dim ... iem
enmbeiv ietbylberompvnentmanuhaumrendrerh MingdesioncrpHi lvfab on
Da9nr: _
uiliadm di deign mal or xe dNe lD dinp imparMh hue i6uildug rodevndfie etioh epPlie n Tad irnummclhethe pdud
TC Live 35. D0 par
/\
OurPaes L=1.1B P-1.15
TRUSVIIAL
ula=vlh bm: ixj the udvi(loorzberhirgandlheboUxadvN i9 lueretl bead bye ruallbmbing nor zddimrlyem4@N. unlermhwur
rmd_Bacingshorn it Fe,: bled ruppon ormmp0ns,err.mbro only l0 re6uor buckling lmpb. llik empanemslbel ulbep74adinvn,
TC Deal TO p0�
Rep Mbr Bnd 1.16
® SYSTEMS
Be Lira D.OD
O.C.Spaeing 2-0.0
Tmsevl
endh4ce O.istmau.ea.rtood
p.f
Tomucm6len;npalenui Su7uinlendeun pDeaderpersvuaieblemomputfnro
MCIN',
'MEtrlPl l',1V-IY'A1'-W,rod TrussCKxil orAmenu SYavdvd llnian RnDvnsibilitin,WhND1J1tG INSIALff1(G AW BRACINGFfEiN.
B- Deid 30.00 pef
Design Spec 1RC
114I N.Onm SAY.PMy, MInP0n 1x1WH
p1ATL 00]TT[iIDW'ODO TRUSSES'-(0�917 and TDBHI SllbM6R\'S[4££I'brlPl. The irvu Ple¢Innisue(ilV)irlow.d nDUnofiiv Dire
OAaduon, lYnoeusin f3719.T.r Amoiun FomleM Paps AarvoaPm(AFP.lyiafoaed etlN119ih5nal,Nw, Su r00, N'uhinPlon, OCZO]16.
70 52-OG pef
S&qn TSA.12- 0
J STEINER
e�� aaud�
TJ.BeamITM) 6.10 Serial Number 7003005413
User.1 3112=041:3025PM 5 1/8" x 12" Classic GlulamTM (24F - V8 DF)
Pagel Engine Version: 110.3
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
+❑, 2❑
a 13' 8"
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 16'
Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
Input
Bearing
Vertical Reactions (Ibs)
Detail Other
Width
Length
Live/Dead/UpItWTotal
1 Stud wall 3.50"
3.50"
4373 / 1414 / 0 / 5787
By Others None
2 Stud wall 3.50"
3.50"
4373 / 1414 / 0 / 5787
By Others None
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others
Maximum Design Control Control Location
Shear (Ibs) 5646 4694 9840 Passed (48%) Rt. end Span 1 under Floor loading
Moment (Ft-Lbs) 18821 18821 24600 Passed (77%) MID Span 1 under Floor loading
Live Load Deg (in) 0.343 0.444 Passed (U467) MID Span 1 under Floor loading
Total Load Dell (in) 0.453 0.667 Passed (U353) MID Span 1 under Floor loading
-Deflection Criteria: STANDARD(LL:U360,TL:U240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed othenvise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-The analysis presented is appropriate for Classic GlulamTM beams by Weyerhaeuser.
PROJECT INFORMATION:
Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business
TJ-Beacom is a registered trademark of True Joist,
Classic GlulamOe is a trademark of Weyerhaeuser.
OPERATOR INFORMATION:
CORBETT KNAPP
BMC WEST
202 WEST MAIN ST
REXBURG, ID 83440
Phone:(208)356-9292
Fax :(208)356-3299
KNAPP@BMCWEST.COM
STEINER
scr Buwxss
TJ-Beam(TM) 6.10 Serial Hu�003005413
PUserl
agel E WW41 30:2 M " 5 1/8x 12" Classic GlulamTm (24F - V8 DF)
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
13' 4.00"
Max. Vertical Reaction Total (lbs) 5787 5787
Max. Vertical Reaction Live (lbs) 4373 4373
Required Bearing Length in 2.66(W) 2.66(W)
Max. Unbraced Length (in) 32
Loading on all spans, LDF = 0.90 , 1.0 Dead
Design Shear (lbs) 1147 -1147
Max Shear (lbs) 1380 -1380
Member Reaction (lbs) 1380 1380
Support Reaction (lbs) 1414 1414
Moment (Ft-Lbs) 4599
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Design Shear (lbs) 4694 -4694
Max Shear (lbs) 5646 -5646
Member Reaction (lbs) 5646 5646
Support Reaction (lbs) 5787 5787
Moment (Ft-Lbs) 18821
Live Deflection (in) 0.343
Total Deflection (in) 0.453
PROJECT INFORMATION:
Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business
TJ-BeamA is a registered trademark of Trus Joist.
Classic Glulam" is a trademark of Weyerhaeuser.
OPERATOR INFORMATION:
CORBETT KNAPP
BMC WEST
202 WEST MAIN ST
REXBURG, ID 83440
Phone: (208)356-9292
Fax : (208)356-3299
KNAPP@BMCWEST.COM