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02/21/2005 22:11
3178458725
HALL&HOU5E CARMEL
PAGE -03/05
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HALL AND HOUSE LUMBER CO.. 'NESTFIELD IN, <l6074
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Centex- Provence EL CC.SR076
198697
SPECIAL
28-&-1
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38--4-14
4-6-12
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Tue Feb 2110:21:03 2006
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Job Reference ional
6.200 sOct 16 2005 MiTek Industries, 11'lC.
7-~6 12-1-6 16-1-14 21-6-15
7-!>6 4-7-14 4-0-8 5-5-1
REPAIR: l' 6" LONG BREAK ON Be STARTING l' LEFT OF JOINT 13
33-10-2
;0.1
43.0-0
4-7-2
't'9r'
0-10-8
,
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8x125M1I16'i
5x6MII20::::
5xf3M1I20-/
3x4MlI2D=
S
3x4M1I20=
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8.00[12
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2(4 MII:20";
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15
2:<4MII2011
14
4x8MII20::::
2X4 SYP NO,2 10' 0"
BOTH SIDES 13 12
3x6MII20::::
3x4MI120=
11
3xBMU20::::
4x8MII20 II
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SPACING 2.0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2000/ANSI95
16-1-14 25-0-0 33-10-2
+1>, fl.-10-2 8-10-2
'0-4-4 0-2-4}, [9:0-3-8 Edael
CS. , DEFL " (Iocl lldefl Lid
TC 0.94 Vert(LL) -0,93 2-15 ->552 360
BC 0.90 Vert(TL} -1,53 2-15 ::>334 240
WB 0,85 Horz(Tl} 100 9 tVe ,Ie
(Matrix)
43-0.0
So1-14
7-5-8 12-1-6
7-5-8 4_7_14
, Plate Offsets X Y: 2:0-8-6'Ed e 4:0-9-120.2-4
LOADING (pst)
TClL 20,0
TeOl 10,0
BCll 0,0
SeOl 10.0
PLATES
MII20
MII16
GRIP
197/144
127/82
INeight:394lb
LUMBER
.. _ _ _TO~CHORD 2 X to.5YP DSS.'Except*
4-72 X 4 SYP No 2 7-102 X 4 SYP No,2
BOT CHORD 2 X 4 SYP NO.2 -ExCept.
.2-122 X 4SYP DSS
2 X4 SPF NO.3
1-42 X 10 SYP DSS both sides
BRACING
TOP CHORD
Sheathed or 3-3-1 oc purlins, except
2-0-0 oc purlins (2-10-5 max.): 4.7
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 3-14,5-14,6-11
1 Brace at Jt(s): 15
WEBS
lBR SCAB
WECGE
Right: 2 X 4 SPF NO.3
BOT CHORD
WEBS
JOINTS
APPLY SCAB(S) AS SPECIFIED TO TRUSS. POSITION AS SHQ\M\I. ATTACH
WITH 10d (3" X 0.131") NAilS PERTHE FOllOWING NAil SCHEDULE'
2 x 3's -1 ROWS@0-4-0Q,C.
2 x 4's - 2 ROWS@ 0-4-0 D.C.
2 x 6's - 3 ROWS@0-4-00.C
2 x 8,2 x 10 - 4 ROVl/S@O-4-oa.c.
REACTlONS (lb/siZe) 1=172810-5-8,9=1769/0-3-8
Max Hon:1 =241 (load case 7)
Max Uplift1 =-86(Joad case 8), 9=-83(1oad case 6)
Max Grav1=2233(load. case 3), 9"'2167(load case 4)
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR
A NET 0-2-0 O,C SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0
MEMBER END DISTANCE. THE SPECIFIED NUMBER OF ROWS
CORRESPOND TO THE SIZE OF THE SMALLEST MEMBER IN THE
CONNECTION AREA
FORCES (Ib) - Maximum compressionfMalCimum Tension
TOP CHORD 1-2=-1138/136, 2_3=_5356/467,3_15=_43331427, 4-16=-4149/431, 4-5"'-3521/383. 5-6=-3412/347, 6-7=-2307/168,
7-8="2856/192, 8-9=-3123/169, 9-1 0"'0t24
BOT CHORD 2.15=-620/5586 14-15=-620/5588 13-14=--425/3593 12"13"'-342/3138, 11-12=-342/3138, 9-11 =-8912433
WEBS 3-15=01161 3-14=.27051325, 4-14;"-139/1921, 5-14=~4931'254, 5-13=-386/138, 6-13="38/583, 6-11=-1396/273,
7-11=-64/1216, 8-11=-183/141
NOTES
1) Attached 19-9-2 scab 1 to 4. both facets) 2 X 10 SYP DSS with 2 row(s) of 10d Common(, 148"x3") Nails spaced ';1' o,c.elCcept : starting at
7 -9-8 from end at joint 1, nail 2 roW(s) at 4 o,c. for 2-0-0; starting at 13-5-12 from end at joint 1, nail 2 row(s) at 7 o_c. for 2-0-0.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-98: 90mph; h=25ft; TCDl=5.0psf: BCOl=5.0psf: CateQory II; Exp B; enclosed; M\^IFRS gable end zone; cantilever left and
right elCposed ; end vertical left and right exposed; Lumber OOl=1.33 plate grip DOL=1.33.
4) TelL: ASCE 7-98; Pr=20.0 psf (roof live load: lumberDOl=1.15 Plate DOL=1.15); Pf=20,0 psf ~flat roof snow: lumber DOl=1,15 Plate
OOl"'.15): Exp B; FUlly Exp.
5) Unbalanced snow loads have been consideled for this design
6) This truss has been designed for greater of min roo( Jive load of 16,0 psr or 1.50 times nat roof load of 20.0 psf on overhangs
non-concurrent with other live loads
n Provide adequate drainage to prevent water ponding.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
9) All plates are MT20 plates unless otherwise indica1ed.
10) Bearing at joint(s) 1 considers parallel to crain value using ANSlfTPl1 anole to !;)rain formula. 8uildino designer should verify capacity of
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,. ;', WA.ItNlNO. v-tf.lJ a6lgn. p..,........tn. an" R&4D NO'I"'ES ON TInS!. AN!) JNCI..UDED MIf'EK'REFllRIlNCB PAGB MJl.7473 BIlPORR USJt.
DelJon void for "se <:r1ly wih Mlfe~ ccrY1e<:lo". lhis desir;;nis based only upon paramelel"l shoWf"J. ond 1$ fOl on ind'",d"al bulldir-.g oom~OI'e.-.J.
Aoolcotli~1y of delign p,.amenler, and proPer IJ'COrlXfallOl'"lof compcir"\er.T I$relpono;ll)IHry of tlUIIc:lI~ de>lgrer - ,-,ol.lruss dellQner. !lfaclng ,1)0""1'\
rS ra Ialeralsupport oflndi'oidualweb "",-,moer;()I-.ly. Addiionallemporory brocf1Q tOlfw_re sloblily dUring con~tructlC.nls the fesi=N\IOlllty of he
~~<;lcr. Adolionat pa,monenl bracino "" lhe overall ~lructu,e is !tie re\POflsibili1y of the blJlldlrg designer. for general Qwance '''!;/ordint;l
fobrlcOlior., qvaljy cont,ol.ltOl"a\le. d""l~ry, erecNonand b'aclng, COrt\ul! "'HSI/TPlI Qvclilty Crll.rlG, Ost_1n CII'Id lCil11!1ulldlngCompon.nI
SCll.ty lolo""atloo ovallablefrom TrUll rlalf;l'~>llitule. 5B3D'Onofrlo Dive, Mad<~. WI.53719.
63017
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MITek~
02/21/2005
22: 11
3178458725
HALL&HOUSE CARMEL
PAGE 104/05
Job Truss. Truss Type Qty Ply Centex. Pro....ence EL CC.SR076 ,
1988976
SR07e H07 SPECIAL 4 I ,
Job Reference (ootional\
HALL AND HOUSE LUMBER CO., WESTFIELD IN. 46074 6.200 s Oct 18 2005 MiTek Industries, Inc. lue Feb 21 10:21:03 2000 p,.
NOTES
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 Ib uplift at joint 1 and 83 Ib uplift at joint 9.
12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss Te w/2-1Dd nails
LOAD eASElS) Standard I
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D~$IC1n vaid fO( use only wilhMilek =rVleclors, lh~ designh bosed Q"'lly UpoIl porUrll"len ,h(Mn, and 1\ !Ofon IndilAduol bvildng compon~nl
Appicatolity or c:\e:;jQn paramenlen and prop'" lro::orporoTIOrl 01 componenl11 re~pc<1'llbl~1y Of t:>v11Cl1r;g (l~,,, - no1 In.1S! dG$ig'.er. Bracing <ho-M-1
" for lolerel >uppor! or If"'(hl<1"olwCb members only. A(ldl~ooallemporory bro(";"'9 to ",Wre slabillty dU~nQ ccnsTruc10n is '!he ""ponSibilily ar lhe
6r6cTc', Addl~cno\ permar'lenl broclnQ or the overoll .lHlelure;~ the re,ponslbillly ot!he oolidlrQ de~I!;lr'le.r, for general guidance regardlrig
fabt1collon. quaily CCIr'lrat. ,loroge.de.VI"lfY, Cfeclionard brocino. conwll AN31/TPtl Quatlly Cflt.lla. DU-3'i' and aClll auUdtngCompo"ent
3afeiy Inlcrmatlon ovallable f1amT,u", Plale Instltute..583 [)'Q-,offlo Drive, """-'d,sor., WI53719.
14515N,OuterFDrly. MI'~
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Cllesterfield.M063017
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