HomeMy WebLinkAbout06020103 Misc.
05-18'-2006
02:0gpm
" ,
From-HALL AND HOUSE LU~ER WESTFIELD
73178965965
H63
POOI/003
HH
~-....~
-.
15%
STANDARD REPAIR DETAIL fOR BROKEN CHORDS, WEBS
AND DAMAGED OR MISSING CHORD SPLICES
ST-REP01A 1
....- @
!
i
MiTek@
~l:.llllO
b,.) 15% LOAD DURATION
Ldr L.jS
h~v. N\eo.iJ ""~
22
33
39"
x Syp DP
INCHES
4 ..6 2><4 - 2lcfI
24" 16.6 2439 1497 2.46
30" .091 3136 1925 2BBB
36" .555 3832 2353 3529
42" 3020- - 4630 2181 4171
QO)
Ce" t<:J<. \-\:~ . DIVIDE EQUALLY FRONT AND BACK
,c~ ATTACH 2>_ SGAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS
"'''~~''W"'''rl'tr. Vet) (CeNTER ON BREAK OR SPLICE) WICONSTRUCTION QUAlflY ADHESIVE AND lOd NAILS
,,",,~"" . C"'I> ~ ('TWO ,ROWS FOR 2l<4, THREE ROWS FOR 'IXfl) SPACED 3-00 STAGGERED AS SHOWN.(.131 "dia. . 3")
...... ~} ",,4' ."-... 0'.(. .
.; .;;.: .~<c.G\S rfk~~.~ THE LENGTH OF THE BREAK (C) SHALL. NOT EXCEED 12". (C~PLATE LENGTH FOR SPLICE REPAIRS)
'i' l ,. ,,\ THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOllOWS:
i ~. 2~~i2 ) _ l=(2)X+C
STAlE Of : i
- .t.~DI N ./Il ~ N'P.", ~c-tu,,-\ J;;-..t 2--'1 50'2.\\,~
":P . ..... ~
11 ,., ~or<:.(. tIta.~ t:>.L\t.'>~L c:.{,-kc-Rf"''' 3,-/&'0 I
JANrtr'200s " 348SI,bt)> Sou b>S -j:~ [
~. D!c WI 'KcfA;f\... \'~
45
3<S.6
5227
3209
SPF HF
2>_ 2>6 2x6
1272 1900 1288 1932
1635 2453 1556 2484
1999 2998 2024 3036
2362 b 3543 2392 "1588'-
2726 4088 2760 4140
14
'IXfl
21
2>4
1B 27
26
4a12
. 10d NAIl_S NEAR SID~
" 1 Od NAIL.S FAR SIDE
, "
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR. IllUSTRATIONS ONLY
6"MIN
TH~ LOCATION OF TI-lE 8REAK MUST BE GREATER THAN OR EQUAL TO THE ReQUIRED x DIMENSION FROM ANY
PERIMETER. BREAK OR HER JOINT AND A MINIMUM OF'6" FROM ANY INTERIOR JOINT (SE:E SKETCH ABOVE)
DO NOT USE REf AIR FOR JOINT SPLICES
NOTI::S:
1. "(HIS F!.~PAIA. DnAJL IS To aE. USED ONL.Y FOR THE. APPUCATION SHOWN. THIS A.EPAJR DOES Nor IMPLY THATTrie ~EMAlNING pORTION Or THE TRUSS
IS UNDAMAGEO. THE ENTlR5 TRUSS SI1AU- BE ~NSPECTeO TO VERIFY THAT NO FURTtlER REPAlRS ME REQUIRe.D. VlJHEN Tl-te R5QUIREO R~PAIRS ARE
PROPERLY APPLIED. THI: TRUSS 'MLL BE CAPAIlLE OF SUPPORTING THE LOAOS INOleATEO,
2. All. MEMBERS MUST BE RETURN eo TO THEtR ORIGINAL POSITIONS B5FOR~ APPl"lNG REPAIR AND HELD IN Pt.AC=': OuRING APPL1CAT10N OF REPAIR,
3. THe ENO OISTANCE, EOGE DISTANCe:,AJ.lO SPACING OF NA-lL$ SHALL BE SUCH M TO AVOID UNUSUAl SPUrriNG OF "rHE. WOOD.
4. WHSN NAILING THE SCABS. THE USE OF A BACKUP VVEIGI-lT IS R.eCOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PlATC:S AT THE JOINTS OR SF'LlCES.
s. n'ns f'iEPAlR IS "]"0 Be USED FOR SINGl.E PI.. Y rR.USSES IN THe: 2:1(_ ORIENTATION ONLY.
S, THIS REPAlA.lS 1.lMlrED TO TRuSSES WiTH NO MORt THAN THREE 13ROK1:N ME-MeeRS.
A WA.RJIlD'o."m11V ~ ~ And RUP JVOTJUi I)lf 1'JJfS ~ eV21r.92 QlD.E DJ'OJIE mm.
D.!l~'" vdld tOI u&& OOy......un MIte\< con~tQ~, Tl"\I:; d'l!llgn t:;b=od onIIJ' upon paron'ltilre",/lt'K'-n. and l!ifctClr'l ir.l:llvk:lllCll bu~dlf'lo COmpOMI1t.
Appticoblllty of ae5lgn poromarsrs and proper lI1CC)ll::lOl'OlIon Qf ~T is respon:;lblllty ottxildlnQ d88lg[l6r - nmm..:;:i deslgnQf. BrocinQ anown
Ii for k:;tgTOl ~~~ of:naMdual web membe~ only. AdC\ltlOOOI Temporary broclnc 10 tn:;ure "liTo'oll\ty dUMa consfflJl:.IlO(1 ~ me reaponslblmY ot' the;!
e.raCTar. Addffionat permOl"BI"11 OfOCtng of 1t\e O\/E1rQ~ ~veT\.lre Is me raspons!olUty of tr.e OLlllding dtnlonQr. for Qer1&rCl1 IJwlClCnC~ regord1ng
fQOliConon quaHty c()lltrQl. s1~, dewery. erecflQr"I QnC1 'orOelt'!Q- COnautT ANSI{TPIl Qualty O1lerkl. DSQ.B9 ana BCSll Bundlng Compon9f1t
SOfety Intormotlon ovalCDIe from Tr~ Plate In:illluTe, ~ O'OnolT1O Drtve. McJdl~ WI 5371",
'll:)l~N, OuulrFOl'T'f. .-1'"
Sulte#3QO
Cl'\MItlMllilO, Me 63017
MiTek'"
05-18-2006
02:09pm
i '\ O.
i." ,
From-HALL AND HOUSE LU~ STFIELD
73178965965
H63
Po002/003 F-474
...-:-:;
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ruso
ruSsTyp--e-
COMMON
I~ Y Job Reference 0 tional
0$.200 3 Apr 28 2005 MiTek ]ntlU~t(lee., Inc. Thu M;),y 1614;50;302006 Page1
Centax~ Vineyard 2902 DD--3car-Cath Lux
HM045
T01
HALLAND MOUSe 1.1,JMBER co., WESTFIELD IN. 46()74:"Chris walker
7-8-1
7-8-1
+"--.-
15-0-0
7-3-15
." ;12-3-15
7-3-15
30-0-0
7-8-1
3q:1Q-8
0-10-8
Scale" 1~531
~MI~II
3
,/
1? --
.
3x4MII;;:O=
,
3x4MJ120=
, T
:!lc4'-lU2D=
:h4MIJ2(l~
-~>,
~~
~.
~
~~6
'~~-J
:;lt4MII:ztl=
~
i
~
L--_
,
10-1-6
10-1-6
r1'0-1-12.Cl-1-81. 14'04-0.04-01. IS'Cl-1-12.0-Hl
19-10-10
9-9-4
30-0-0
10-1-6
---I
I Plate Offsets ~,YJ'
LOADING (psi)
TCLL 20.0
TCDl 10.0
BCLl 0.0
BCDl 10.0
IIdefl
>999
>675
MIa
Ud ,
360 J
240
n/a
Weight 145 Ib
SPACING 2-0-0
Plates Increase 1_15
Lumber Increase 1.1 S
Rep Stress Incr YES
Code IRC2000/ANS195
CSI
TC 0"98
BC 0.84
WB 0.36
(Simplified)
DEFL
Vert(ll)
Vert(TL)
HOrz(TL)
in (Ioe)
-0.25 7-9
-0.53 7-9
0.04 5
PLA res GRIP
MII20 197/144
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BOT CHORD 2X4SYPNo.1
WEBS 2 X 4 SYP No.2 "EXcept"
W1 2 X 4 SPF No.3, W1 2 X 4 SPF No.3
BRACING
TOP CHORD
BOT CHORD
Sheathed.
Rigid ceiling directly applied or 10-0-0 OC bracing"
REACTlONS (Ibls"e) 1=11851Mechanical, 5~12461O-s.e
Max Horz 1 =242(load case 6)
Max Uplift1=-88(load case 8), 5~-123(load case 9)
Max Grav1~1332(load case 3), 5~1423(load case 4)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2~-1593/106, 2-3~'308l179, 3-4~1314/1aO. 4-~~160:2l'07. 5-6~O/19
BOT CHORD 1-~=-1"/1305, 8-9=0/846, 7-8=0/846, 5-7=-31/1318
WEas * <t:9~-502l213>3-9~1051720, 3-7~1oaI732, 4-7"-513/216
NOTES
1} Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25fl; TCDL=5.Opsf: 8CDL~,Opsf; Category II; Exp B; enclosed; MWFRS gable end
zone; cantilever left and righte""osed ; end ver1lcallefl and right exposed; Lumber DOL=1.33 plate grip DOl~1.33.
3) TClL: ASCE 7-98; Pr-20,0 psf (roof live load: lumber DOl=1.15 Plate DOl=1.15); Pl-2o,o psi (~at roof snow;
Lumber DOl~1.15 Plata DOl=1.15): Exp B: Fully E><p.
4) Unbalanced snow loads have been considered for lIIis deSign,
5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.50 times nat roof load of 20.0 pst On
overhangs non-concurrent with other live loads.
6) This truss has been designed for a 10.0 pst bottom chord live lOad nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plale capable of withstanding aa Ib uplift at joint 1 and
I 123 Ib uplift at Jomt 5,
o ContinuGd on pago 2