HomeMy WebLinkAbout05030202-Truss infoRe: roof-v2
Lawrence & Reckel Residence Rf Trs/J502
MiTek Industries, Inc.
14515 North Outer Forty Ddve
Suite 300
ChestertieW. MO 63017-5746
Telephone 314/434.1200
Fax 314/434-5343
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the para-meters provided by Hall & HoUSe l~umber Co. Inc..
Pages or sheets covered by this seal: I8042486 thru 18042621
My license renewal date for the state oflndiana is July 31, 2006.
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March 22.2005
Liu, Xueg~g
The seal on these drawings indicate accept~ce of profession~ engineering responsibility solely for the
~ss componenm shown. The suitabili~ and use ~fthis component for ~y p~icular building is the
responsibility of the building designer, ~er ANSI/TPI-2002 Chapter 2.
Truss Type
HIP
HALL AND HOUSE LUMBER CO. WESTFIELD IN. 4607~
8.00 ~ 3~6 MII20~
11120
7-0-0
4x8 Mlt20~
6
2x4 MI{20 4x4 MIl20-- 7x6 Mil20- 7x8 M
I:LOADiNG(psf)~- L in (l~c) I/deft L/d
TCLL 25,0 (LL) *0.06 12-13 >998 480
FTCDL 150 (TL) -0.tl 12-13 >999 360
BCLL 0 0 TL 0.02 9 n/a n/a
L___BCDL t5.0 ~ ~95Code IBC2000 ANS 95 I ~(Matrix)(Matrix) I W~n_d(L_[W~nd(LL0.05 12-13 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BeT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
PLATES GRIP
Weight 367 lb
TOP CHORD Sheathed or 6-0-0 oc punlns, except eno verticals.
BeT CHORD RIg[¢ ceiling directly app]~eo or 10-0-0 oc bracing.
REACTIONS (lb/size) t5=3628/0-5-8.9=3502/0-5-8 Max HorZ 15=208(toad case 7~,
Max Upliftt 5=-831(Ioad case 8), 9=-806(Ioad case 6)
Max Grav15=4026(Ioad case 3), 9=3852(Ioao case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD t-2=0193.2-3=-3319/765. 3-4=~159/1054. 4-5=-4195/1050. 5-6=-4195/1050, 6-7=-4175/t052.7-8=-3337/760.
WEBS 3-14=-179t/454, 3-13---452/1385, 4-13=-369/819 4-12=-349/1401, 5~12=-682/155, 6.12=-352/1393.6-11=-366/828
NOTES
I 2-pytrasstebeconnectedtogetherwith10dCommon(,148"x3" Nallsasfollows:
Top chords connected as fctlows: 2 X 4 - 1 row a 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Websconnectedasfoilows:2X4-1rowat0-9-0oc. - .......... ction PI to-t
connec~ons have been pr~vida to distribute only [ged, noted as (F)or (B), unless otherwise indicated,
3) Unbalanceq mol live loads have been considereq tot this design.
right exposed; end vertical left and nght exposed; Lumber DOL=1.33 plate gnp DOL=~.33.
5) TCLL: ASCE7 98 P~=25 0~ - . psf ~oof bye load. Lumber DOL=I 15 p ate DOL=I 15)- pf=25 0 ps. . , flat roof snow: Lumber DOL=t.15 Plate
DOL=1,15; Exp B; Fully Exp.
6) Unba anced snow gads have been considered for this design., . .
7) This truss has been designed for 1.00 times flat r~of load of 25.£ psf on overhangs non-concurrent w~th omar hve leeds.
8) Provide adequate drainage to prevent water ponthng.
9 This tn~ss has been designed for a 10 0 psf bottom ~bord ve ged nonconcurmnt with any other ive gads.
1)0) provid~ mechanical connec~on (by otheml of truss te beadng Plate capable of withstandi.g 83 ~ I~ uplift at ioint ~ 8 and 80B lb u"0" at
___. March~22 2005
HALL AND HOUSE LUMBER CO.. WESTF}ELD IN. 46074 5.100 s Sep 17 2004 MiTek industries. Inc. Tue Mar 22 09:40:45 2005 Page 2
NOTES
11) Special hanger(s) oc omer connection device(s) shall De provided sufficient to support concen[ratea Ioaths) t2581b down and 5221b up at 7-0~0, 3391b down and 107lb uo at
9-Q-12, 339~b down and lO?lb uD et 1t~0-12 3391b down and 1071b uo au 12-10-8. 3391b down and 1071b up at 14-8-4, and 3391b down and 107ih up at t6-8-4, and 12581b
down and 52210 up a[ 18-8-4 on bottom chord. The design/selection of such special connection devtce(s) Is the responslDlli[y of offiers
LOAD CASE{SI Standard
1~ Snow: Lgmber 10crease=1,15 Plate increase=1.15
Concentrated Loads (lb)
Vert: 13=-1258(B) 12=-339(B) 11=-1258(S) 16=-339{B) 17=-339(B) 18=-339(B) '9=-339{S)
HALL AND HOUSE LUMBER CO,. WESTFIELD IN. 46074
~-~ Q~lSi~ Lawrence & Reckel Residence Rf Tm/JS02
6.100 s See 17 2004 MiTek Indusffie~, InC. TUO Mar 22 09:40:46 2005 Page
SPACING 2-0-0 CSI (loc) Fdeft L/d PLATES
P~ateslncrease 1.t5 TC 0.99 I Vert(LL) -0.09 10-12 >999 480 Mil20
TCDL t5.0 Lumberthcrease 1,15 BC 0.64 I Ver~TL) *0.24 10-t2 >999 360
SCLL 0.0 Rep Stress Incr YES 'NB 0.57 I ,H.o. rz!,,T.L).~0.0~.3 8 n/a n/a
BCDL 15.0 Code IBC2000/ANSI95 (Simpliftad)
LUMBER BRACING
2 X 4 SYP NO,2 *Except" TOP CHORD Sheathed, excem end verbcals
4-5 2 X 4 SYP DSS BeT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
4 SYF No.2 WEBS I Row at m1(03! 4-10
2X4 SPF No,3 *ExCept"
4-10 2 X 4 SYP
GRIP
REACTIONS 0b/size/ 14=151910-5-8, 8=1400/0-5-8 Max Horz 14=243(teed case 7)
Max Upliff14=-520oad case 8), 8=-10(load case 9)
Max Gray 14=1864(Ioad case 3}, 9=16959oad case 4}
FORCES (lb), Maximum Compression/Maximum Tension
TOP CHORD 1.2=0/46, 2-3~1365/47.3-4=-1352/73, 4-5=-11241100, 5-6=-1352/65, 6-7=-1365/29, 2-14=-1796/79 7-8=-1629/37
7-9=0/1292
NOTES
2 W~nd ASCE 7-98; 90mph; h=34ff TCDL=6.0psf; BCDL=6.0psf; Category Il; Exp B; encmse= MWFRS gaole en= zone; cantJlever
dght exposed; end verUcal tee and right exposed; Lumber DOL=I +33 plata grip DOL=1.33,
4) Unba anced snow toads have been considered for this design. . .
5) This buss has been des gned fo~ 1 .00 times flat roof Ioed of 25 O. . psf on eve hangs nomc~ncurren w th other Ive loads.
6) Provide adequate drainage to prevent water pending
7) Th s buss has been designed for a ~ 0.0 psf bottom chord hve load ~onconcurrent with any other 6ye loads.+
8) Provide mechanical connection (by ethers) of truss to bearing plate capable of withstandin~ 52 lb uplift at joint 14 and 10 lb uplift
LOAD CASE(S) Standard
25-9-0
5-7-12
Plate Offsets ~], [5:0-2-4,0-;~-~
CSl ~DEFL ~ (lOC) I/deft L/d PLATES GRIP
TCLL 25.0 TC 0.87 Ve~(LL)~ -0.04 12-13 >999 48D MI120 197/144
TCDL 15.0 BC 0~48 Vert(TL) -0.10 12~13 >999 369
BCLL 0.0 WB 0,54
BCDL 15 0 (Simplified)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc ourlins, except end verticals
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc ~racmg.
WEBS 2 X 4 SPF No.3 WEBS ~ Row at midpt 3-12 4-10.6-10
REACTIONS Ob/size) 14=15t9lO-5-8.8=1400/0-5-8 Max Horz14=B?5(Ioad case 7}
Max Upgftl 4=-63(load case 8), 8=-20(Ioed case 9)
Max Grav14=1799([oad case 3), 8=1632(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tens;on
TOP CHORD 1-2=0/46,2-3=-133915 3-4=-1146/86,4-5=-954/123, 5-6=-1146/89, 647=-1339 36~ 2-14=H717/96.7-8=.1549/53
BOT CHORD t3-14=-251/229. 12-13=-114/11t4.11-12=-60/957, t0H1=-601957,9~10=0/1114. 8-9=-19124
WEBS 3-t3=-330/46.3-12=-242/130.4-12=-43/314.4-t0=-206/206.5.10=-22/299.6-10~242/118, 6-9=-330/52 2-1S=0/1219
NOTES
2) Wind; ASCE 7*98; 90mph; h=34ff; TCDL=6 0psf; BCDL=6 0psf; Category I Exp B enclosed MWFRS gable ena zone; can~lever reft end ~ ~
dghtexposed;endverfica effandrightexposed LumberDOL=1.33platagripDOL=l.33~ '~ / J
3) TCLL: ASCE 7-96; pr=25.0 psf (mol rive load: Lumber DOL=1.15 Plate DOL=1.15); Pr=25.0 psf (fiat roof snow: Lumber DOL=1.15 Plate ~t'. j ~
7) This truss has been designed for a 10.0 psf bottom chord live Joad nonconcurrent with any other live loads. ~. ~J~ ,o, .,
8 Pr~videmechanica~c~nnecti~n(by~thers)~ftrusst~bearingp~atecaDab~e~fwithstandng63l~up fiat ointl4and201bupfiftatjoint8 ~ ..._'~.G'~STE.~'~...
LOADCASE($) Standard E _~ No 19900415 *~
March 22 200_5_
ROOF-V2
OUSE LUMBER CO.. WESTFIELE
MONO TRUSS
DEF[ if~ (loc) I/deft L/~i PLATES GRIP
TCLL 25.0 I TC 0.18 I Vert(LL) -0.00 5 >ggg 480 MIl20 197/144
TCDL 15.0 1.15 I BC 0.01 I VeFt(TL) -0.00 5 >999 360
BCLL 0.0 Rep S tess incr YES I WB 0.09
BCDL 15.0 Code IBC2000/ANSI95 ~ (SimPlified) ~nd(LL) 0.00 5 '*** 360 Weight: 14 lb
BRACING
TOPCHORD 2X4SYPNo.2 TOP CHORD Sheame~ or 3-10-15ocpu~lnS, except end verbcals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling mrec~y applied or 10-0-0 cc bracing,
WEBS 2 X 4 SPF No.3
REACTIONS (lb/size) 5=152/0-3.8,4=34/0-1-8 Max Horz 5=-94(load case 4)
Max UpliftS=-175(Ioad case 4}~ 4=-231 (load case
DOL=I 10} E~B Fully Exp,
3) This truss has been designed f~r 1.00 times flat roof load of 25.0 PSf on overhangs non'concurrent wi~ other ~ive loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live
5) provide mechanical connectio~ (by others) of truss to bearing plate at joi~t(s) 4.
6) provide mecha~ica connectio~ (byothem oftrusstobearing p[atecapableofwithstanding 1751bupliffatjointSand 2311bupliftatjoint
LOAD CASE(S) Standard
2x4 MIl20
Jpb. R~jonal)
SPACING 2-0-0
Plates thcrease 1,15
Lamber thcrease
Rep Stress Incr YES
I/defi L/d PLA]ES GRIP
TC 0.11 I Ver~(LL) -0,00 4 >999 480 Mil20 197/144
BC 0.01 I Ver~TL) -0,00 4 >999 360
WB 0.07 ~ Ho~(TL) 0.00 3 n/a n/a
(Simplified) ~ ~nd(LL) 0.00 a .... 360
LUMBER
TOP CHORD 2X4 SYP No.2
SOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SPF No,3
BRACING
TOP CHORD Sheateed or 0-10-15 DC punms, except end verdcals
REACTIONS (lb/size) 4=34/~.3-8.3=34/0-1-8 Max Hmz4=-95(10ad case 4)
Max U~ift4=-200¢load case 4). 3=-197deed case 5)
Max Grav4=200(~oad case 5). 3=217(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
SOT CHORD 3-4=-65/76
WEBS 1-3=-195/189
NOTES
1) W~nd: ASCE 7-98; 90mph; h=34ff; TCDL--6.0psf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gabte end zone: cantilever left and
dght exposed: end vertical left and dght exposed: Lumber DOL=1.33 plato grip DOL--I.33
21 TCLL: ASCE 7-99; Pr=25,0 ~sf (roof live load: Lumber DeL=I,15 Plate DOL=I,~ 5); Pr=25.0 osf (fiat roof snow: Lumber DOL=I.15 Plate
DeL=l,15) Exp S; Fu ly Exp
3) Th s truss has been designed for a 10 0 psf bottom chord we Ioa(3 nonconcurmnt wire any omar live loads.
4] Provide mechanical connection (by others) of truss to bearing plate at joint(s 3.
LOAD CASE(S) Standard
MiTek'
~ALL AND HOUSE LUMBER CO WESTFIELD IN. 46074
804249~
6100 s Sea 17 2004 MITek I~dustdes Inc Tue Mar 22 09:40:47 2005 Ps
3
1-5-15
TCLL 25.0 Plates Increase 'lA5
iiilTCDL 121i!15.0 Lumberlncmase 1,15
~CLL 0,o Rep Stress Incr YES
LUMBER
TOP CHORD 2 X 4 SYP No.2
EOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
CSI c/ I/deft L/d PLATES GRIP
TC 0.08 I Vert(LL) -0.00 4 >999 480 MIl20 t97/144
BC 0.02 I Vert(TL) -0,00 4 >999 360
WB 0.05 I HOFz(TL) 0.00 3 ~/.a. nla
[Simplified) i W~nd(LL) 0.0;3 4 * 360 Weight: 14 lb
BRACING
REACTIONS (lb/size) 4=66/0-3~8.3=66/0-1-8 Max HorZ4=.104(Ioed case 4)
Max Uolif~=-114(Ioa~ case 4), 3=-129(load case 5)
Max Grav4=136(foad case 5) 3=146(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=.34/40.2,8=-48/23, 1,4=-129/12't
BOT CHORD 34=-77/85
WEBS 1-3=-120/'i27
LOAD CASE(S) Standard 3'~' ~,-,'~'~.-~, ...... 4-Z
= : No 19900415 ~
=_.o~,
~ ,,o ~ STATEOF ,,',Cc
% ?~/O~.g~
MEek'
mb TmssT~e
ROOF-V2 MONOTRUSS
HALL ANDHOUSELUMBER CO WESTFIELDIN, 46074
s.oo ~
REACTIONS (lb/size) 5=230/0-3-8.4=1'~2/0-1-8
Max HorzS=~28(Ioad case 5)
Max bofift5=-57(Ioa~ case 4), 4=-1 ~ 8(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/33, 2-3=-44/47. 3~4=-81/31, 2-5=-200/69
SOT CHORD 4-5=-108/85
WEBS 2-4=~75/130
NOTES
1 ) W~nd ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6.Opsf; Category II Exp B; enclosed; MWFRS gable enci zone: cantilever ]eft and
right exposed: end vertica~ ~oft and right exposed: Lumber DOL=t 33 ~ ate grip DOL=1.33.
2) TCLL ASCE 7-98; Pr=25 0 psf (roof ve dad: Lumber DOL=I 15 Plate DOL=I 15) Pr=-25 0 psf (fiat rod snow: Lumber DOL=l.15 plate
3) This trdss has been designed for 1.00 t~mes fiat roof load of 25.0 psf on overhangs non.concurrent with other ive loads,
4 This truss has been desig fied for a ~ 0,0 psf bottom chord ive dad nonconcurrent with any other ire loads.
5 Prov de mechanical connec ion (by others) of tress to bearing plate at oint(s) 4.
6) Provide r~echanical connection (by others) of truss to bearing plate capable of withstanding 57 [b ucliff at joint 5 end 1 ~ 8 lb uplift at joint 4
LOAD CASE(S) Standard
>_.'P,*,*., .
;,,,,,
14515 N* Outer F
Chester~eld. MO 63017
MiTek'
Tress Type
PORCH TRUSS
--H~AND HOUSE LUMBER CO.. WESTFIELD IN. 4607~
Plato Offset_s_ X~p-2-8~
5,00 1[~ 2x4 MIl20
3
2x4 MIl20
Scale= 1:194
LOADING (psT') SPACING 2-0-0
TCLL 25.0 Ptates increase 1.15
TCDL 15,0 ~umber increase 1,15
BCLL 0.0 Rep Stress Incr YES
BCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SPF No.3
CSl DEFL in loc) i/deft L/O PLATES GRIP
TC 0.18 Vert(LL) *0.00 7 >999 480 Mil20 197/144
BC 0.04 Vert(TL) -0.S0 6-7 >999 360
WB 0.04 Horz(TL) -0.00 7 n/a n/a
t Matrix) W~nd(LL) 0,00 6 .... 369 Weight: 24 lb
BRACING
TOF CHORD Sheathed or 2~10-t5 Dc pudins, except en~ vemca~s
DOT CHORD Rigid ceiling directly app~eo or 10-0-0 DC bracing
REACllONS (lb/size) 5=5/0-1-8, 7=269/0-l-8.6=133/0-5~8 Max Horz6=120(loaa case 5)
Max Up[iflS=-19(load case 3) 7=-59{Ioad case 4) 6=-76(taad case 5)
Max GravS=l 8(load case 8), 7=269(10ad case 1), 6=140Soad case 3}
FORCES (lb). Maximum Compression/Maximum Tensmn
TOP CHORD 1-2=0/46, 2-3=-48/27, 3-4=-28/31.4-5=-35/1 I. 2-7=-244/69
BDT CHORD 6-7=-16/20.5-6=~23/39
WESS 2-6=S/117. 3-6=-62/36
NOTES
'i W3nd; ASCE 7-98; 9graph; h=34ft; TCDL=6.Opsf; BCDL-~L0psf; Catogo~y II; Exp B; enclosed; MVVFRS gable ems zone: cantilever taft end
right exposed: end vertical left and right exposed; Lumber DOL= 1.33 p ate gdp OOL=1,33
2 TCLL ASCE 7~9S Pr=25 0 psf (roof ve Dad Lumber DOL='i,15 P~ate DOL=I.~5) Pr=25 0 ps (fiat roof snow: Lumber DOL=I
DOL=I,15; EXP S; Pul y Exp
3) Th s tcass has ~een designed fo~* 1.00 times flat roof load Of 25.0 Psf on overhangs non-concurrent with other live loads.
4) This truss has been designfid fo~' a I 0,0 psf bottom chord live load noncohcurmnt with any other ~ive loads-
5) Seadng at joint(s) 7 considers peralleJ to grain value using ANSI/TPt 1 angle to grain formula. Buiiding designer should vedfy capec ty of
6) Pmv de mechan ca connec ~n (by others of truss to beann~ plato at Stat(s) 5, 7~
', · T '-
LOAD CASE(S) Standard
= i
MiTek
Jab ~Tm~~- -"Truss Type
ROOF-V2...~CJtE MONOTRUSS
HALL AND HOUSE LUMBER CO,. WESTFIELC iN. 46974
2x4 t'~-~J~ 5 ·
LOADIN~G p 2-0-0
TCDL 15.0!i Lumberlncrease 145
SCLL 0,0 Rep Stress Incr YES
LUMBER
TOP CHORD 2 X 4 SYP No.2
BeT CHORD 2 X 4 SYP No,2
WEBS 2 X4 SPF No.3
CSl in Io¢1 I/deft L/d PLATES GRIP
TC 025 I Vert(LL) -0,00 5 >999 480 Mil20 197/144
BC 0,02 I Veft(TL) ~0.00 5 >999 360
WB 0.16 I HO~Z(TL) 0.00 4 nla
(Simplified) ~. 0,00 5 '~* 360 Weight: 18 lb
BRACING
TOP CHORD Sheathed or 0-10-15 oc Dudins. except en(l ve~cals
BeT CHORD Rigid ceiling directly applied or 10~0~0 oc bracing,
REACTIONS (lb/size) 5=152/0-3-8.4=34/C~1-8 Max Hoc~ 5=-139(Ioaci case 4)
Max UDtlf~5=~390Boa(I case 4), 4=-424(Ioad case 5)
Max Grav5=425(load case 5), 4=406(Ioad case 4}
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD I-2=0/33, 2-3=-36/48.3-4=~31/22.2.5=-422/394
BeT CHORD 4-5=-96/104
WEBS 2-4=-377/412
NOTES
1)V~nd: ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6.0POf; Catego~/II; Exp B; enclosed; MWFRB gable end zone; cantilever left and
right exposed; end verk ca eft and right exposed Lumber DOL=1.33 plate grip DOL=1.33.
2)TCLL: ASCE 7-90; Pr=25,0 psf (roo~ live load: Lumber DOL=1,15 Plate DOL=1,15); P~-25,0 pof (flat roof snow: Lumber DOL=1,15 Plate
DOL=1.15); Exp S; Fully Exp,
3)This truss has been designed for 1.00 times flat roof load ~f 25.0 psf on overhangs non-concurrent with other live leads.
) m' ' · (y ) 'gp j' ( .
6 Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 390 lb uplift at joint 9 and 424 lb ucl~ at joint
Truss Type
ROOF-V2 MONO TRUSS
~,LL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Q~- - '!~ Lawnence & Reckel Residence Rf Trs/JS02
3x4 MIl20 --
LOADING (psf)
BCDL 150
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BOTCHORD 2X4 SYPNo,2
2 X 4 SPF No.3
IBC2000/ANSI95
TC 0,24
BC 0.02
W~ 0.14
(Simplified)
PLATES GRIP
~n {lOC) i/deft Lid
Vert(LLJ -0.00 4 >999 480 MII2E 1971144
Ve~t(TL) -0,00 4 >999 360
Horz{TL) 0,00 3 n/a n/a
Wlnd(LL} 0.00 4 **** 360 Weight: 15 lb
BRACING
TOP CHORD Sheathed or C-10~15 oc pudins, except end veracals.
BOT CHORD Rigid ceiling direc6y applleC or 10-0-0 oc bracing
Max Horz4=-135(load case 4)
Max U plift4=-413(load case 4), 3=-387(Ioad case 5)
Max Grav4=390(ioad case 5), 3=430(~oad case4)
BOT CHORD 3~4=.901108
Job Tress Type
IROOFV2 MONO TRUSS
HALL AND HOUSE LUMBER CO.. WESTFIELD iN, 46074
Job Reference {op~onal) _ _
6. t00 s Sap 17 2004 MiTek Indust~e., inc. Tue Mar 22 09:40:48 2005 Page I
3
2x~4 Mt!20 II 2~10-15
TCLL 25.0 Plateslncrease 1/15 I TC 0/18 I Vert(LL) -0.00 4-5 >999 480 MII2S 197/144
TCDL 15.0 I Lumberlncmase 1/15 I BC 0.08 I ~/ert(T_L~. -0.01 4-5 >999 360
BCLL 0,0 ~ Rep Stress lncr YES I W~ 0.05 I Horz(TL) -0.00 4 ru'a n/a
BCOL 15.~ Code ~BC2000/ANSI95 ~ (Simplified) _L_ Wi,d(LL) 0.00 5 .... 360 Wei ~lt: 23 I._ b
TLUMBER BRACING
OPCHORD 2X4SYPNo.2 TOPCHORD Sheathedor2-10-15ocpurhns, exceptenever~ca~s.
BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 sc bracing,
WEBS 2X4 SPF No.3
REACTIONS (Ih/size) 5=26B/9-3-8.4=144/0-1-8 Max HorzS=140(load case 5)
Max Up][ftS=-44(Ioad case 4), 4=-t 07(load case 5)
FORCES (lb). Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/33.2-3=-52/53.3-4=-105/37~ 2-5=-223160
SOT CHORD 4-5=-120/94
WEBS 2-4=-72/127
NOTES
1) W~nd: ASCE 7-96; 00mph; h=34ff; TCDL=6 0psf; BCDL=6,0psf Catego~J II Exp B enclosed MWFRS gable ena zone: canPtever left and
right exposed; end vertical left and right exposeo: Lumber DOL=1,33 plate grip DOL=I ~33.
2 TCLL ^SCE 7-98 Pr=25 0 psf (roof ye gad Lumber DOL=I 15 P ate DOL=I,'i5; Pr=25.0 psf fla~ roof snow: Lumber DOL=I,I 5 Plate
DOL=1.15); EL, cp
3) This truss has been designed for 1.00 6mas fiat roof load of 25.0 psf on overhangs non-concurrent with other live loads. \
4) Th s tress has been des~ned for a 10.0 psf bottom chord live load ~.onconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to beadng plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 44 lb uplift at joint 5 and 107 lb uplift at joint
HALL AND HOUSE LUMBER CO,, WESTF~ELD IN, 46074
Lawrence & Reckel Residence Rf Tm/J502~
i8042497
Job Reference (optional)
6.100 s Sep 17 2004 MiTek ~ndastHes, Inc. Tue Mar 22 09:40:49 2005 Page
2x4 Mil20 J
2 Scale = 1:22 7
TC 0J14 I Ve~t(LL) -0.00 3-4 >999 480 MIl20 ~ 97/144
SC 0.08 I VertiTL~ -0,01 3-4 >599 360
BCLL 0.0 Rep Stress Incr YES , WB 0,04 I Ho~(T[:) -0,00 3 rJa ma
BCDL 15.0 I Code IBC2000/ANSI95 ~ (Simplified) I WJnd(LL) 000 4 .... 360 Weight:21 lb
REACTIONS (lb/size) 4=14410-3-8,3=144/0-1-8 Max Horz4=127(toad case 5)
Max Upl~4=-55(load case 4), 3=-95(Ioad case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2---52/53.2-3=-105/37, 'i-4=-I05/70
BOT CHORD 3~=-1071106
WEBS I-3=-89/109
5) Provide mechanical connect~n (by others) of buss to beadng plate capable of withstanding 55 ~b uplift at joint 4 and 95 [b uplift at joint 3.
LOAD CASE{$ Standard
',,,,,.....,,,,;
IALL AND HOUSE LUMBER CO,. WESTFIELC IN. 46074
a.00
----'~ IP~'y~av'~nce & Recke~ Residence Rf Tm J502 ~
18042496
TCLL 25.0 Plates Increase 1.15
TCDL 15.0 Lumber Increase 1.15
SCLL 0 0 Rep Stress Incr YES
tBC2
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOTCHORD 2X4SYP No.2
WEBS 2 X4 SPF No.3
CSI
TC 0.18
WB 0.04
DEFL in (loc) Jldefl L/a PLATES GRIP
Vert(LL) -0.01 3-4 >999 480 Mil20 197/144
Vert(TL) -0.01 3,4 >999 36C
HOlZ(TL) ~0.00 3 n/a nla
W~nd(LL) 0.00 4 .... 360 Weight: 23 lb
BRACING
TOP CHORD Sheaflled or 3-5.15 oc purlins, except end verbcals,
BOTCHORD Rigid cei~in g direcSy applied or 10-0-0 oc bracing,
REACTIONS (Ib/s~ze) 4=176/0-3.8.3=176/0-1-8 Max Horz4=139(load case 5)
Max Uplift4=,43(~oad case 4). 3=-91(Ioao case 5)
FORCES (lb) - Maximum Compression/Maximum Tensio~
WEBS 1-3=-881112
NOTES
1 ) W~nd: ASCE 7~98; 90mph; b=34ff: TCDL=6.0psf: BCDL=6.0psf; Category I1: Exp S; enclosed; MWFRS gable ena zone: cantilever lett aha
right expOSed; end vertical left and right exposed; Lumber DOL=1.33 plate gri~ DOL=t.33
2)TCLL: ASCE 7-98; P~=25.0 psf (roof live load: Lumber DOL=I ~5 Plate DOL=I. 15); Pf=25,0 psf (fiat roof snow: _umber DOL=I. t5 Plate
DOL=1.15); EXp S; Fully ExP.
4) provide mechanical connection (by off,ers) of tress to beadeg plate at joint(s) 3.
LOAD CASE(S) Standar~
March 22 2005.
~-AND~ER CO., WES'FIELD IN. 46074
plate~js (X~ --
--!~ I Lawrence & Recket Residence Rf Trs/JS621 --'118C4249g
I~_~obReference~ .
6.100 s Sap 17 2004 MiTek Industries I~c. Tue Mar 22 09:40:49 200ft Pag~ ~
2x4 M)Ig0
Scale = 126.S
TCLL 25 0 Plates Increase 1,15 TC 0.29
8CDL 15.0 I Code IBC2000/ANSI95 ~[Simplified)
LUMBER
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP NO.2
WEBS 2 X 4 SPF No.3
DEFL n (loc) i/deft Lid PLATES
Vert(LL) .0.01 4-5 >999 480 Mft20
Vert(TL) -0.03 4-5 >999 360
HOFZ(TL) -000 4 n/a n/a
I W~?L) 0.00 5 .... 360 Weight: 30 lb
GRIP
BRACING
TOPCHORD
BOTCHORD
REACTIONS (lb/size) 5=340/0-3~8,4=222/0-1-8 Max Horz5=170(Ioad case 5)
Max UplittS=-22(Ioa(I case 4), 4=-97(1~d case 5)
FORCES ( bl. Maximum Compress o~Maximum Tension
TOP CHORD 1-2=0/33, 2-3--~9/65.3-4=-161/51, 2-5=-280/46
BDT CHORD 4-5=-1491t 15
WEBS 2~,=-76/135
NOTES
11W~nd: ASCE 7-98 90mph; h=34ff; TCDL=6.0psf; BCDL=~.0psf; Catego~' g; Exp S; encJosea: MWFRS gable eno zone cana[ever left and
right exposed; end vertical le~t and dght expOSed; Lumber DOLe 1,33 plate gnp DOLe1.33.
2) TCLL: ASCE 7-98:Pr=25.0 psf (roof live load: Lumper DOLe1.15 Plate DOLe1.15/; Pr=25.0 ~sf (fiat roof snow: Lumt3er DOLe1.15 Plate
DOLe1 .'151; Exp B; Fully Exp.
31 ~his tcuss has been des glled for 1.00 ftmes flat roof load of 25,0 psf on overha;lgs non-concurrent w~th other h~e loads
4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. [,~. ~
51 Provide mechanical connection (by others) of th~ss to beadng plate at joed(s) 4~
6) Provide mecha nical connecft on (by others)of tr~ss to beadng plate capable of withstanding 22 lb uplift at joint 5 and 97~b ~olitt at joint 4
LOAD CASE(S) Standard
........... ~2005_
ROOF-V2
~L AND HOUSE LUMBE~-~TFIELD IN, 46074
5001112
3
REACllONS {lb/size) 5=-69/0~1-8 6=695/0-5-8 Max Horz6=163(Ioad case 7)
Max Uplift5=*153(load case 7), 6=-192(1oad case 6)
Max GravS=160{Ioad case 6), 6=931 (load case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
SOT CHORD 6-7=-19/20, 5-6=-187/114
NOTES
1)Wind A$CE7-98;90mph;b=34ff;TCDL=6.0psf BCDL=6.0ps Categoryl ExpB;enclosed;MWFSSgableen~zone;cantilever~effand
rlght exposed; end vat,ica le~t arid right exposed; Lumber DOL=I.33 plate grip DOE=I,33,
2 TCLL ASCE 7-98; Pr=25,0 psf (roof live load: Lumber DOL=t.15 Plate DOL=t.15); Pr=25.0 psf (fiat r~of snow Lumber DOL=t.15 Plate
DOL=I 15); EXp S Fully Exp,
3) Unbalanced snow loads have been considered for this design
4 This t~USS has been des gned f~r 1.00 tidies fiat roof load of 25.0 psf oil OVerhangs non-co~cu~ent with other live loads.
5 This t~uss has been designed fl3r a 10,0 psf bottom chord IJve load no.qconcurrent with ar~y ~3ther live ~oads.
6) provide mechanical connection (by others) of 9uss to bearirlg p ate a o n s} 5
~) Provide mechanical connection (by others} of t~uss to bearing plate capable of withstanding 353 lb uptift at joint 5 and 192 lb up~ift at
6
LOAD CASE(S) Staneara
No. 19900415 ~
ST^T~ o~ /,W
March 22 2__005
ROOF-V2
18042501
(oblJonag.
100 s Sep 17 2004 MiTek Industries. Inc. Tue Mar 22 09:40:50 2005 Page 1
2x4 Mit20
8.00112
SPACING 2-0-0
Plates ~ncrease 1.15
15.0 Lumber thcrease 115
eft Ud PLATES GRIP
] Ve~t(LL) -0,00 4-5 >999 480 MIl20 197/144
I Ved(TL) -0.01 4-5 >999 360
I HOFz(TL) -0,00 4 n/a nla
I Wi~d[Ld) 0.00 5 .... 360 ] Weight: 27 lb
CSI
TC 0.23
BC 0.08
WB 0.07
(SimPlified)
BCLL 0.0 Rep Stress lncr YES
BCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SP~ No.3
BRACING
TOP CHORD
BOT CHORD
REACTIONS Ob/size 5=262/0-3-8, 4=144/0-1-8 Max Horz 5=175(load case 5]
Max UpiiftS=-102(~oad case 4) 4=.~76(Ioad case 5)
Max OravS=262(tead case 1), 4=171([oad case 4)
FORCES (Ih) - Maximun
LOAD CASE(S) Standard
Pf=25 0 psf flat roof snow: LumberDOL=l.15 PlataT[ 1
bottom cnor~l~veload nonconcurrentwJthanyotherliveloads. ~ ~[ A
bearing piateatjoint(s)4. IA ~ l
capable of withstanding t02 lb uplift at joint 5 and t 76 ib upl;ft at joint ~111111z
Z ** ', -
_- ., No. 199004 5
~. ~^ ',..
March 22 2005_
ROOF-V2
Oty iS[y La~n'e~e &Recke~ Residence Rf Trs/J502[8042502
6.100 s Sep 17 2004 MiTek [ndust~es. inc. Tue Mar 22 08:40:50 2005 Page 1
LOADING (pst) SPAC NG 2-0-0
TCLL 25.0 Platas ~ncrease 1.15
TCDL 15.0 Lumber Increase 1.J5
BCLL 0.0 Rep Stress Incr YES
BCDL 15.0 Code IBC200
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
WESS 2 X4 SPF NO.3
REACTIONS (~h/size) 4=144/6-3-8, 3=144/6-1-8 Max Horz4=-165(idad case 4)
Max U p0P.4=*118(ided case 4}, 3=~15g(Ioed case 5)
Max Grav4= f 74(Ioed case 5), 3=188(toaa case 4)
FORCES (lb) - Maximum Compression/Maximum Tens[on
TOP CHORD t-2=-6t/66. 2-.3=-105/42. 1-4=-158/134
BDT CHORD 3-4=-131/138
WEBS 1-3=-144/164
NOTES
CSI DEFL in [loc) I/deft L/a PLATES GRIP
36O
(Simplified) [_ ~nd(LL) _~:~_ 4 * Weight: 24 lb
BRACING
TOP CHORD Shea~ or 2-10.15 DC pudids, ex~ot end ve~cais
1) Wind: ASCE 7-98; 9graph; h=34ft; TCDL=6.0psf; BCDL=6.0psf; Catego~ II; Exp S; enclosed; MWFRS gable eno zone; cantilever tait and
dght exposed; end yerJJcal taft aod right expose(~; Lumber DOL=l.33 plate grip DOL=1,33,
2) TCLL ASCE 7-98 P~25.0 psf (roof ve gad: Lumber DOL='i.15 Prate DOE=1.15); Pr=25.0 psf flat roof snow: Lumber DOL=1.15 Plate
~ DOL=1,15); Exp B; Fully EXp.
3 This truss has been designed for a 10,0 psf bottom chord live [ged nonconcurrent with any other* live loads.
4~ Provide mechanical colmecfion (by others) of truss to bearing plate at joint(s) 3.
5] Provide mechanical congestion (by of 0ers) of truss to bearing plate capable of withstanding 110 lb ul~lift at ioidt 4 and 158 lb uplift at joint
LOAD CASE(S) Standard
r' No 19900415 ~
.,o., STATE OF ..,.cc
March 22 2005
18042503
j Job Refe~
6.100 s Sap 17 2004 MiTek Indt~stries, Inc, Tue Mar 22 09;40:5t 2005 Page
2x4 MIl20
s.oo
Scale = 1'286
LOADING (gst3 SPACING 2-O*0 CSI
TCLL 25.0 Plates Increase 1.15 TC 0.38
TCDL t5.0 Lumber Increase 1.15 BC 0.24
BCLL 0.0 Rep S~ess Incr YES WB 0.05
BCDL 15.0 mplified)
LUMBER
TOP CHORD 2x 4 SYP No.2
BOT CHORD 2 X4 SYP No.2
WEBS 2 X4 SPF
c) I/deft L/d. PLATES GRIP
Vert(LL) *0.02 4-5 >999 480 Mil20 197/144
Ve~t~TL~ -0.06 4-5 >928 360
Horz(TL) -0,00 4 n/a nla
_~nd(L_L) o.go 5 .... 360 Weight: 33 lb
BRACING
TOP CHORD Sheathe(~ or 4-10-15 oc ouHins, exceDt encl veracals
SOT CHORD Rigid Cell~Jg (Jl~'ecu y applied or l~O-g oc bracing.
REACTIONS (Ib/s~ze) 5=372/0~3-8.4=254/0-3-8 Max Horz5=182(tead case 5)
Max Uplift5=*15(taad case 4~. 4=-95(Ioad case
FORCES (lb) - MaxJmum Compression/Maximum Tension
TOP CHORD 1-2=0/33. 2-3=-77/71.3-4=-185/57.2-5=-303/42
SOT CHORD 4-5=-161/124
WEBS 2-4=-79/142
NOTES
1) Wind: ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6.0psf; Catego~J g; Exp B; enclosed: MWFRS gable end zone: cantilever taft and
right exposed; end re,cai taft and right exp(~sed: Lumber DOL=I ~33 l~tete grip DOL=1.33.
2) TCLL: ^SCE 7-98 Pr=25.0 psf (roof live gad: Lumber DOL=I .l 5 Plate DOL=I 15; Pr=25.0 psf flat roof snow: Lumber DOL=~.I 5 Pla[e
LOAD CASE(S) Standard
_ March 22 2005
J $~jiy ,Ion'~l~ ava k~bJe from Tiuss P a e ns u e, 583 DOno ~fo Dr ye, Madlson. W 537 9, ,L i'm.
ROOF*V2
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
2x4 MIl20
2
~oo T~
LOADING(pst) SPACING 2-0-0 CSI DEFL in Uoc) I/defl L~o PLATES GRIP
TOLL 25.0 TC 0,38-~02 3-4 >999 480 MIl20 197/144
TCDL 150 Lumberlncrease t.15 / BC 0.24 I Vert(TL) -0.06 3-4 >928 360
BOLL 0.0 Rep Stresslncr YES I WB 0.05
BCDL 15.0 Code IBC2000/ANS~95 (Simplified) Wind(Ll~) 0.00 zl .... 360 Weight 30 lb
Code _I_BC2000/ANS~95 [ (~ d] L Win~d_(LL) 0.0
LUMBER BRACING
TOP CHORD 2X4SYPNo,2 TOP CHORD Sheathedor4*10-15ocl~urims. exceptendverbcals
SOT CHORD 2 X4 SYP No.2 SOT CHORD Rigid ceiling chreofly applied or 10-0-0 oc bracing.
VVEBS 2 X4 SPF No.3
REAC~ONS (lb/size) 4=254/0-3-8.3=254/0-3-8 Max Horz4=169fioad case 5}
Max UplE[4=-21(Ioad case 4) 3=-88(load case 5~
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1.2=-77/71,2-3=H85/57 ~-4=-185/48
BOT CHORD 3-4=H 48/t 36
WEBS 1-3=-92/127
NOTES
1) Wind; ASCE 7-98; 90mph; h=34tt; TCDL=6 0psf; SCDL=6.0psf; Category II; Exp B; enclosed; MWFRS game end zone: can~iever left an=
right exposed snd vertical left and right exposed: Lumber DOL=l,33 01ate gdp DOL=1.33
2 TOLL ASCE 7-98; Pr=25.0 psf (roof ive load: Lumper DOL=I,15 Plate DOL=I.15); Pr=25.0 psf (fiat tool snow Lumber DOL=I.15 Plate
3) This truss has been designed for a 10,0 psf bottom chord I~ve IoarJ nonconcurrent with any other live loads.
~, '0 ~. STATE OF
.... March 2_2~2005
~ALt AND HOUSE LUMBER CO., WESTFIELD IN, 46074
Lawrence & Reckel Residence Rf Trs/J502
1804250~
2x4 MIl20
2
LOADING(pst) SI DEFL in (loc) i/deft L/d PLATES GRIP
TCLL 25.0 I P~ateslncrease 1,15 i TC 0.48 ~ Vert(LL) -0~04 3-4 >999 480 [ Mfi20 197/144
TCDL 15.0 I Lumber~ncrease 1.t5 ~ BC 0.31 Vert(TL) -0.10 3-4 >649 360 ~
BCLL 0.0 I Rep S stres~ncr YES I WB 0.06 I Horz(TL) -0.00 3 ~n./.a. n/a ~
Code IBC2000/ANSI95 (Simplified) Wind(LL3 0.00 4 * * 360 Weight: 33 lb
sc~L 19.0 · c~.m~ (SimpliftedL_ ~ _350
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheatheu or 5-5-15 oc purlins, except end ve~cals
BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ce;ling dlrec6y applied or I0-0-0 oc bracing.
WEBS 2 X 4 SPF No.3
REACTIONS (lb/size) 4=286t0-3-8, 3=286/0-3-8 Max Horz4=181 (load case 5)
Max Uplift4=-13(Ioad case 4), 3=-88(Ioad case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD l-2=-84/76.2-3=-208/62 1-4=-208/45
SOT CHORD 3-4=-160/145
'NEBS ~-3=-96/135
NOTES
1 ) Wind: ASCE 7-98; 90mph; h=34ff; TC DL=6,0psf; SCDk=6.0psf; CategoPJ Fi; Exp B; enclosed; MWFRS gable end zone: can~lever left and
right exposed; end vertical teff and right exposed Lumber DOL=1,33 plate grip DOL=I
2) TCLL: ASCE 7-98; Pr=25~0 psf (roof live load: Lumber DOL=I 15 Plate DOL=I.I 5); Pf=-25,0 osf (fiat roof snow: Lumber DOL=I.15 Plate
DOL=1,15); Sxp B; Fully Exp,
4) Provide mechanical connection (by o~ers) of truss to beadng plate capable of withstanding 13 tb uplift at joint 4 and 88 lb uplift at joinl 3.
LOAD CASE(S) Standard
E :: NO. J9900415 [ ~..
..... Mar_c~
soo ~
Pl~sets (X,Y):
LOADING (psf) SPACING 2-0-0
TCLL 25.0 Plates Increase 1.15
TCDL 15.0 Lumber ~ncrease 1.15
BCLL 0.0 Rep Stress thcr YES
BCDL 15.0 Code ISC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP ~o.2
BeT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
DEFL in (loc I/deft L/d PLAI~S GRIP
(S
Tc 065 / Vert(LL) -0,07 4-5 >999 480 MIl20 197/144
SC
~ Vert(TL) -0,17 4-5 >416 360
W~ 0.08
(Simplified)_ I Wi_n?LL? 0.00 5 ** 360 Weight: 40 lb
BRACING
TOp CHORD Sheathed or 6-3~15 oc pu ftins, excep; eh(3 vemca~s.
BeT CHORD Rigid Ceiling dlrecay applied or t0-0-0 oc bracing.
WEBS I Row at midpt 3-4
REACTIONS (tb/sizel 5=450/0-3-8.4=332/0-3-8 Max Horz5=211(ioae case 5)
Max UpliftS=-9(Ioad case 6}, 4=-95(tead case 5)
FORCES (lb) - Maximum Compmssten/Maximum Tension
TOP CHORD 1-2=0/33.2-3=~94/83.3-4=-241/7t. 2~5=-360/46
BeT CHORD 4-5=-1911145
WEBS 2-4=-88/t60
NOTES
1V~nd ASCE 7-98 90mph h=34ff TCDL=6.0psf; BCDL=6.0psf Categor~ I~; Exp S; endose~: MWFRS gable end zone; cantdever ~eff and
dght exposed; end vertica{ left and right exposed; Lumber DOL=1.33 plate grip DOL=I 33
2)TCLL ASCE 7-98 Pr=25 0 psf (roof live tead: Lumber DOL=I 15 P~ate DOL=I.15; P~-25 0 psf (fiat roof snow: Lumber DOL=I.I 5 P~ate
3) This truss has been desigr~ed for 1.90 times fiat roof load Of 25.0 psf on overhangs non~concurreof with other live loads.
4 This truss has been designed for a 10.0 psf bottom chord tire tead nonconcurrent with any other live ;oads.
5) Provide mechanical connection (by others) of truss to beadng plate capab e of w thstand ng 9 ~b uplift at joint 5 arid 95 lb uplift et joint 4.
E ~ No, 19900415
~-o~ STATE OF
Marc_h~
ROOF~2
HALL AND HOUSE LUMBER CO,, WESTFIELD ~N. 46074
2x4 MIl20
5.oo lF~
25.0 Plates thcrease 1.15
TCDL 15.0 Lumber increase 1.15
BCLL 0.0 Rep Stress Incr YES
BCDL 150 Code IBC2000/ANSI95
LUMBER
TOPCHORD 2X4SYP ~o.2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X 4 SPF No.S
REACTIONS (lb/size) 5=13310-i-8.6=714/0-5-8 Max Horz 6=204(load case 7)
Max Uplift5=-127([oed case 7% 6=~147(Ioad case 6)
Max Grav5=167(ioad case 6}, 6=950(Ioad case 3)
FORCES (lb) - Maximum Compressio~Max~mum Tension
TOP CHORD 1-2=0/32, 2-3=-341231. 3-4=-80/79. 4-5=-245/57, 2-7=~9/54
BOTCHORD 6-7=-~9/20,5-6=-187/145
WEBS 3-6=-610/I07, 3-5=-105/237. 2-6=-322/1g0
NOTES
CSI DEFt, in (Igc) PLATES GRIP
TC 0.47 Ve~t(LL) -0.01 5-6 >999 480 I Mil20 197/144
BC 0.19 Ver[(TL) -0,03 5-6 >999 360
WB 0,18 Horz(TL) -0.00 5 n/a n/a
W~nd(LL) 0.00 6 *~* 360 · Weight 47 ~b
(Simplified) ~.. W~d(LL)
BRACING
TOP CHORD Sheathed or 6.10-15 oc OUdlnS, except en(~ ve~cals
BOT CHORD Rigid ceiling dJrecay applied or 6-0-0 oc t3racmg,
DOL=l,15); Exp B; Fully Exp.
3) Unbalanced snow gads have been considered for this design,
4) This truss has been designed for 1,00 Umes flat mo, load of 25.0 psf on overhangs rion-concurmnt with othe~ live loads,
6} provide mechanisel connection (by others) of tress ~o beadng plate at joint(s)
~ Truss Type Lawrence & Reckel Residence Rf Trs/JS02 Rn4~n~
ROOF-V2 TRUSS _. _
HALL AND HOUSE LUMBER CO.. WESTF~ELD iN, 46074 6,100 s Sep 17 2004 MiTek Indus~es inc. Tue Mar 22 09:40:52 2005 Pagd 1
Plate Offsets X Y: 2:0-~~---
2-0-0 CSl L/d PLATES GRIP
TCLL 25.0 Platestncrease 1.15 TC 0.38 I Ve~t(LL) -0.02 4-5 >999 480 Mil20 197/144
TCDL 15.0 Lumberthcrease 1,15 BC 0.24 I Ve~TL~) -0.06 4-5 >928 360
BCLL 0.0 Rep Stress Incr YES WB 0.08 I Horz(T£) -0.00 4 rJa n/a
00/ANSI85 {Simplified) I WIn_d_(LL) _0~00 5 ~** 360 Weight: 36 ID
LUMBER
TOP CHORD 2~ 4 SYP No.2
EOT CHORD 2 X 4 SYP No.2
WEBS 2X4SPFNo.3
BRACING
TOp CHORD Sheamed or 4-10-15 oc punms, except end verlicals.
BOT CHORD Rigid ceill0g directly applied or 10-0-0 oc bracing
WEBS I Row at m~dot 3-4
REACIIONS (lb/size) 5=372/0-3-8, 4=254/0-3-8 Max HorzS=216(Ioad case 5]
Max Uplif15=-55(loed case 4). 4=~145(load case 5]
FORCES (lb) - Maximum Compressio~Maximum Tension
TOP CHORD I-2=0/33.2-3=-86184. 3~4=-185/62.2-5=~303/63
BOT CHORD 4-5=-1861156
WEBS 2~4=-113/181
NOTES
1 ) W~nd: ASCE 7-98; 90mph; ~=34ff; TCJ3L=6,0psf; BCDL=6.0psf; Catego~ I[; Exp B; enclosed; MVVFRS gable end zone: canolever left and
right exposed; end vertical left an~ right exposed; Lumber DOL=l.33 plate gdp DOL=t.33
2 TCLL A$CE7-98 P~=250psf(roofliveload:LumberDOL~l 15 Plate DOL=l.15 P~--25.0psf(flatmofsnow:LumberDOL=l.15Plate
DOL=1.15; Exp B; Fully Exp. ~ !
3) This truss has been designed fo~ 1.00 t~mes fiat roof load of 25.0 psf on overhangs not. concurrent with other liYe ~oads,
4 Th s truss has been designed for a 10~0 psf bottom chord live oad nonconct~rreilt with any other live loads,
5) Provide mechanical con~ection ~by otheml of tress to bearing plete capab e of w[~hstaod i3g 55 lb uplift et joint 5 and 145 lb uplift at joint 4.
LOAD CASE(S) Standan~
.k )~b~ Tms~"- Truss Type
TRUSS
HALL AND HOUSE LUMBER CO.. V~STFIELD ~N. 46074
Lawrence & Recke[ Residence Rf Trs/J502
18042509
Job Reference~t~on_a~
6,100 s Sep 17 2004 M~ek Industnes. I~c. Tue Mar Z2 09:40:52 2005 Pa
2x4 MIl20
SCale = 1'28
LOADING (psf) SPACING 2-0-0 CSI
TCLL 25.0 Plates thcmase t.t5 TC 0.38
TCDL 15.0 Lumber Increase 1.t5 8C 0.24
BCLL 0.0 Rep Stress Incr YES WB 0.05
SCDL 15.0 Code IBC2000/ANSI95 (Simplified)
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP
WEBS 2 X 4 SPF NO,3
in (loc) i/deft LI(~ PLATES GRIP
Vert(LL) -0,02 3-4 >999 480 MIl20 197/'~44
Vert(TL) -0,06 3-4 >928 360
Ho~(TL) -0.00 3 n/a n/a
W~nd(LL) 0.00 4 .... 360 Weight: 30 lb
BP. ACING
TOP CHORD Sheathed or 4-10-15 oc pumns, except end ve~ca[s
3OT CHORD Rigid ceiling directly applied or 10-0-0 oc br a~clng
REACTIONS (lb/size} 4=254/0-3-8, 3=254/0-3-8 Max Horz4=169(Ioed case 5)
Max Uolftt4=.21(Ioad case 4), 3=~88(Ioad case 5)
FORCES gb) - Maximum Compression/Maxtmum Tension
TOP CHORD t-2=~77/71.2-3=.185/57. 1-4=-185/48
SOT CHORD 3-4=-148/136
VV~BS I-3=-927127
NOTES
1) V~nd: ASCE 7-98; 90mph; h=34E; TCDL=6 ftpsf; SCDL=6 9psf; Ca agony I; Exp B; enclosed MWFRS gable eno zone canalever left and
right exposed; end ~eltica{ left and right exposed; Lumber DOL=1,33 plate grip DOL=I
2) TCLL: ASCE 7-98; Pr=2ft.0 psf (roof five Iced: Lumber DOL=1,15 Plata DOL=I.15); P~-25.0 Psf (fiat roof snow: Lumber DOL=1,15 Plate
DOL=1,15); Exp B; Fully Exp,
LOAD CASE(S) Standard
~ND HOUSE LUMBER CO,, WESTFIELD IN. 46074
Job Reference ~
6.100sSeo172004MiTeklndustde.. nc. TueMa[2209:40:522005 Page
Sca~e = 1444
Plate Offsets [X,Y ) ~2:0-2~9,0-~j~
4
8oo ii12
LOADING(pst) SPACING 2-0-0 CSI DEFL - (loci I/deft L~a PLATES
TCLL 25.0 Plates Increase 1,15 TC 0.38 Vert(LL) -0.0~ 6-7 >999 480 MIl20
TCDL 15,0 LumUerlncrease 1.15 EC 0.17 Ve~t(TL) -0.02 6-7 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.18 HOr'Z(TL) -0.00 5 n/a
BCD[, 15.0 Code IBC2000/ANSI95 (Simplified) Wind{LL) 0.00 6 >999 360 Weight:531b
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOTCHORD 2 X 4 SYP NO.2
WEBS 2X4SPFNo,3
GRIP
BRACING
TOP CHORD Shea~edor6-0-0ocpudins, exceptenove~cals.
EOT CHORD Rigid ceilingdirec~yap~iedorl0-0-Oocbmcing~
VVEBS I Row~mldpt 4-5
FORCES (lb) - Maximum Compression/Maximum Tension
LOAD CASE(S) Standard
'
~L AND HOUSE LUMBER CO.. WESTF~ELD ~N 46074
Ply Lawrence & Recke= Residence Rf T~s/J502
6.t~OsSeD172004MiTeklndustne.~ nc. TueMar22C9;40:532005 Page1
5x6 MIt20~
§
I S.AC.,n.... 2-0° cs,
TCDL 15.0 Lumber 1.15 BC 0,17
ECLL 0.0 Rep Stress Incr YES WB 0.t 8
~i~D~L ~15.0 Code IBC 2000/ANSlii~m pi[lied)
LUMBER
TOP CHORD 2X 4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
GRIP
BRACING
TOP CHORD Sheathed Or 6-0.0 SC purlins, exceot end ver~cals.
REACTIONS (th/size) 6=369/0-3-8. 4=369/0-3-8 Max Horz6=212(load case 5)
Max UDlift4=*90(Ioad case 5)
FORCES (lb) - Maximum Comoress~on/Max~mum Tension
TOP CHORD 1-2=-136/36 2-3=-73/85.3-4=-t03/48. 1-6=~3o7/21
WEBS 2-0=-29/119.2~4=-253/93.1-5=~611137
NOTES
1) W3nd: ASCE 7-08; 50mph; ~=34ff; TCDL=6,0psf; BCDL=6,0psf; Catego~ II; Exp B; enaosed; MWFRS gable ena zone: canalever left and
r~ght exposed end verticaHeft and right exposed: Lumber DOL=1.33 plate grip DOL=1-33.
2) TCLL: A$CE 7-98; Pr=25,0 psf (roof live load: Lumber DOL=1.15 P~ate DOL=I .t5); P~-25~0 psf (fiat roof snow: Lumber DOL=1.15 Plate
DOL=l,15); Exp B; Fully Exp,
3 This truss h~s been designed for a 10.0 psf boftom chord live ~oad nonconcunent with any other ]we loads.
4) Provide mechanica~ connection (by others'~ of truss to bearing plate capable of withstanding 80 b up Et at o nt 4.
LOAD CASE(S) Stanoam
P~ate Offsets (X~Y :~
804251;
Job Reference (op_t LOnm~
6,100 s Sep 17 2004 M~ek Industries thc Tue Mar 22 09:40:53 2005 Pa
1,105 in (loc) i/deft L/d PLATES GRIP
TCDL 15.0 Lumberlncrease 1,15 BC 0.01 I Vert(TL) -0.00 5 >999 360
ECLL 0.0 Rep Stress ]ncr YES [ WB 0,06 I Ho~z(TL) *0.00 4 nta nta
ECDL 15.0 Code IBC2000/ANSI95 j (Simplified) l W_[~_d(LL) 0.00 5 Weigm 151b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or t-5-0 oc ~unms, except end vertmals
REACTIONS gb/size) 5=178/0~3-8, 4=5910-~-8 Max Horz 5=93(10ed case 5)
Max UpliftS=-82(load caseT), 4=-144(Ioad case
Max GravS=178(Ioad case 1}, 4=56(Ioad case 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1.2=0/23, 2~3=.27/23, 3-4=-43115.2-5=-I 6Z/88
BOT CHORD 4-5=-76/56
WEBS 2~4=-80/146
NOTES
1) Wind: ASCE 7-9~; 90mph; h=34ff: TCDL=6.0~sf: BCDL=6,0osf: Category ]1; Exp B; enclosed; MVVFRS gaole eno zone: cantilever taft aha
right exposed; end verftcal left and right expose0; Lumt3el DOL=l.33 plate gdp DOL=I
2) TCLL: ASCE 7-98; Pr=25.0 psf (~3of live load: Lumber DOL=l.15 Plata DOL=I 15); pr=25 0 psf (fiat roof snow; Lumber DOL=1.15 Plate ~
DOL=145; EXp B; Fu ly Exp. \
4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurreof with anY other live loads,
5 Bearing at jo n (s) 4 cons ders petal el to grain va ue using ANSI/TPI 1 angle to grain forrl~ula. Building designer should verify capacity of
6) Pmvide mechanical connection (by othersI of truss to beadng plato at oint(s 4
LOAD CASE(S) Standard
==
· ',9/,."~'/ON A~
_. March
ROOF-V2
HALL AND HOUSE LUMBER CO,. WESTFIELD tN. 46074
TRUSS
743-0
~oo ~
.-0-0 ~"l CSI I'- DEFI. in (loc) i/deft L/d
1.1~ ,~ *~fi' 0.38 I Ve~(LL) -0,01 6-7 >99B 480
1.15 i BC 0.17 I Vert(TL *0.02 e-7 >99B 350
ES I WB 048 ! Horz(TL) -0.00 5 n/a n/a
I BCDL t5.0 I Code IBC2000/ANSI95 ] (Simplified) ~ Wind(LL) 0,00 6 >999 360
II. UMBER BRACING
TOP CHORD 2 X 4 SYP NO.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.B SOT CHORD
WEBS 2 X 4 SPF No.3 WEBS
PLATES GRIP
Weight: 53 lb
~[EAC31ONS (lb/size) 7--.487/0-3,~ 5=369/0-3-8 Max Horz7=225(tead case 5)
Max UpliftT=-lB(Ioad case 61, 5=-95(Ioad case 5)
FORCES (lb) ~ Maximum Compression/Maximum Tensmn
TOP CHORD t-2=0/33, 2-3=-t36/39 34t=-73/85.4-5=-103/48. 2-7=-425/36
BOT CHORD 6-7=-205ll 55.5-6=-76/t 13
WEBS 3-6=-36/119, 3-5=-253/111.2-6=-50/149
NOTES
1 ) Wind; ASCE 7-98; 90mph; h=34ft; TCDL=6,0ps~. BCDL=6,0psf; Catego~/II Exp B; enclosed; MWFRS gable end zone; cant~ ever left and
right exposed; end vertica taft and dght exposed Lumber DOL=l.33 plate grfp DOL=l,33.
2) TCLL: ASCE 7-98 Pr=25,0 psf (roof we Icad: Lumber DOL='h15 Plate DOL-~1.151; Pf=25,0 psf (fiat mol snow: Lumber DOL=I .t5 Plate
LOAD CASE(S) Standard
_- .. No, 19900415 ~. -_
I~-TP~ La~ence & Recke$ Residence Rf Trs/J50Z -- ~
LOADING ps~- 2-0-0
TCLL 25.0 Pla~es Increase %15
TCDL 15.0 Lumber Increase 1.15
BCLL 0~0 Rep Stress lncr NO
BCDL 15.0 g/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SYP No.2
CSI I DEFL n (lOC) /deft L/d PLATES
GRIP
TC 0.30 I ,,Vert(LL) -0.03 3-4 >999 480 MIl20 249/190
BC 0.28 Vert(TL) -0.07 3~4 >89t 360
WB
0,09
] Horz(TL) 0.00 3 r~a n/a
*0.02 3-4 >999 360
(Sim plified ~_.~Win d( LL)_..:~ __ Weight' 146 lb
BRACING
TOP CHORD Sheathed or 5-8-9 DC pudins, except end
SOT CHORD Rigid ceiling directly applma or 10-0-0 DC bracing
WEBS I Row al m~dpt 1-4. 2-3. 1-3
REACTIONS (lb/size) 4=1022/0.3-8.3=t022/0-3-8 Max Horz4=-344(load case 4)
Max Uplift4=.438(Ioad case 4), 3=.435(100d case 5)
FORCES (lb) ~ Maximum Compression/Maximum Tension
TOPCHORD t-4=-312/4t9 1-2=-75/97, 2-3=-217/54
BDT CHORD 3-4=-247/269
WEBS 1-3=-404/404
NOTES
1 2.ply truss to be connected tegemer w~te I 0d Comn'~n(A 48"x3") Na~ls as follows:
Top chords connected as follows: 2 X 4 - t row at 0-9-0 DC,
Webs c
2) A
~ teads noted,
4) TCLL: ASCE 7-98:Pr=25.0 psf (roof live load: Lumber DOL=I.15 Plate DOL=I.15); Pr=25.0 psf (fiat roof snow: Lumper DOL=I,15 plate
DOL=1,15); Exp B; Fully Exp.
span(s): 12-0-0 from 0-0-0 to 5-8-9
LOAn CASE(S) Stan~a~
1) Snow: Lumber [ncrease=t .t5, Plate Incmase=1,15
Uniform Loads (pIG
Vert: 1-2=-80. 3-4=-297(F=-267)
-~ ." NO, 19900415 ~
.: =
-----
~, "~ '-. STATE OF I ,.'~ ~
March 22 2005
~Type
SPECIAL
HALL AND HOUSE LUMBER CO,.WESTFIELD~N.46074
5
3-9-0
~042515
6.100 s Sep 17 2004 MiTek Industries [~ Tue Mar 22 09:40:54 2005 Page ·
2x4 MIl20
SCale= 1:147
LOADING(pst}
TCLL 25~0 Plates Increase 1.t5
TCDL 15.0 Lumber Increase 1.15
BCLL 0.0 Rep Stress thcr NO
BCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP NO, 2
BDT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
CSI
TC 0.15
BC 0.56
WS 0.01
(Matra)
DEFL in (lOC) i/Deft L/d PLATES GRIP
3*4 >999 480 MIl20 197/144
Ver{(TL) -0.05 3-4 >837 360
Horz(TL) 0,00 3 n/a n/a
Wind{LL) 0.01 3-4 >999 360 Weight: 48 lb
BRACING
TOP CHORD Sheathed or 3-10-8 DC ounms, except end verticals.
BDT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing,
2)A~I loads are considered equafly applied to all plies except if noted as front (F)DC back (B)tace in the LOAD CASE(S)section. Ply to pi)
connections have boen provided to dletribute only loads noted as (F) or (B). unless otherwise indicated.
3) W~nd: ASCE 7~98; 90mph; h=34fl; TCOL=6.0psf; BCDL=6.0psf; Category I]; Exp B; enclosed; MWFRS gable end zone; cantilever left and
rghtexposed end vertical eftanddghtexpssed LumberDOL=1.33pategdpDOL=1.33.
4) TCLL: ASCE 7-98; P~=25.0 Psf (r°°f live taad: Lumber DOL=l,15 Plate DOL=l'15); P~-25'0 psf (flat r°°f sn°w: Lumber DOL=l'15 Plata
DOL=l.15); Exp B; Fully Exp. f ~ ~ .~x1,~tiIIIl~ tllllll
5) Provide adequate dra nage te prevent water ponding.
6 Th s ...... truss has been designed for a 10.0 psf bottom chord ve Dad nonconcurrent wi{h any other ive Dads . , .
7) p rowde mechanlca con nection (yb others) of tr~ss to beanng plata capaple of w th$tend ng 79 lb up irt at o nt 4 a~d 73 lb uplift at olnt 3. , .
8) Spec a haflger(s) or other connectio~ deviee(s) shall be provided sufflelent to supbort concentrated Icad $) 2389lb down and 661b UP at
LOAD CASE(S)Standard
Che steraeld. MO 63017
Mil k
Job lT~ss 1Tress Type
HALL ~I'JD HOUSE LUMBER CO.. WESTFIELD IN. 46074
~ LOADING (psf) SPACING
TCLL 25.0 plates ncma
TCDL 15.0 Lumbe~ [ncre
BCLL 0.0 Rep Stress tncr NO
I!!!! 15.0 Code ~BC2000/ANSI95
53.0
SPACING 2-0-0 DEFt~ in (loc I/deft L/e PLATES GRIP
Plates increase 1.15 TC 0,92 I Vert(LL) ~0~04 4-5 >099 480 MIl20 197/144
BC 0,70 I Vert(TL) -0.08 4-5 >999 360
1.15
WB 0.56 I Hon[(TL) 0.00 4 rea rea
~thx) _~(LL) 0.00 5 >999 350 Weight: 167 ib
LUMBER BRACING
TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0~0 oc ounlns, exceot ena venlcals~
SOT CHORD 2 X 10 DF No.2 BOT CHORD Rigid ceihng dlre¢6y applied or t0-0-0 oc braclng~
WEBS 2 X4 SPF No.3 'Except*
1-5 2 X4 SYP No.2. 3-5 2 X 4 SYP No.2
REACTIONS (lb/size) 6=5718/0-3-8, 4=5372/0-3-8 Max Horz6=~lO8Boad case 4)
Max Uplifl~=-59(Ioad case 4), 4=-59(load case 5)
NOTES
1 ) 2-ply truss to be connected together wJtn 1Od Common(.148"x3") Na.s as follows:
Top chords connected as follows: 2 X 4 - I row at O-9-0 oc. 2 X 6 - 2 rows at 0-9-00C
Bottom chores connected as totiows: 2 X 10 - 2 rows at 0-9-0 oc, ~. ]
2 A~~i~adsamc~nsidemdeq~~~~yapp~iedtoa~~p~ios~exceptifn~tedasfr~ta(F)~rback(~)faceintheL~ADCASE(S)sec~~n PtYtoPIY V
connections have been provided to distribute only loads noted as F or (B), unless otherwise indicated, ~ ~ - ~
3) V~nd: ASCE 7-98; 90mph; h=34~ TCDL=6.0psf; BCDL=6.0psf; Category Ih Exp S; encJosed; MWFRS gable end zone; cantilever left and #\ V ~.V~.
4TCLL) - ASCE 7 98. . Pr~25 0 psf (roof live load-Lumber DOL= 1 15 Plate DOL=IA5 Pr=25.0 psr flat roof snow: Lumber DOL=t.15 Plate ~'~" ~ ~.~..~1~ ~..?.~; ..........
COL-I.I 5), Exp B, Fully Exp, ~ ~2 '"~STE~'°'o
6 This truss has been designed for a 10.0 psf bottom chord live load nonconcunrent with any other live loads. ~ .*' <~"'
7)Conc~ntratedloadsftomlayoutamno presentin LoadCase(s):~ MWFRSWindLeff:#5MWFRSWindRight'ft6MWFRS IstWind ~ ~ No. 19000415
9) Specia hanger(s) or other connection device(s) shall be pmv{ded sufficiont to support concentratad load s) 1999 b bewn a 1-1-15, ~., ~ ~, ~1~ ---~ ~T&TF: (3 F
desigrEselection of such special connection device(s) is the responsibility of others. ~ '~-<, "°../~D
LOAD CASE(S)Standard '"/~;/:;~ii/i~tAi~.
Continued on -a e 2 .......... March 2~ 2005
HALL AND HOUSE ~UMBER CO. WESTFIELD IN. 46074
LOAD CASE(S) Standard
t) Snow: Lumber IncreeSe=l '5. Plate mcrease=1.15
Unif~rrn Loads pif)
Vert: 1-3=-80, 4-6---.30
Concentrated Loads (lb)
'v'e~: 5=-1999(B) 7=-1999(B) 8=?r 999(B) 9=-'~985(B) 10=-1985(B)
Lawrence& Reckel Residence Rf Tm/JS02
Chesf=rlield. MO 6~017
7.65
Job Reference_~
6.100 s Sep 17 2004 MiTek Indust6es Inc. Tue Mar 22 09:40:55 2005 Pa~ ~
2x4 Mtl20
LOADING (pst~ SPACING 2-0-0
TCLL 25,0 plates Ir~crease 1,15
TCDL 15.0 Lumber Increase 1.15
5CLL o0 Rep Stress Incr NO
8CDL 15.0 00/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BdT CHORD 2 X 6 SYP DSS
WEaS 2 X 4 SPF No.3
CSI DEFL m (loc) Fdeft Ud PLATES GRIP
TC 0.37 Vert(LL) -0.01 7 >999 480 M620 197/144
BC 0.07 Vert(TL) .0.02 7-8 >999 360
WB 0.34 Horz(TL) 0 30 ~ n/a n/a
(Simplified) Wind(LL) 0.01 8 >999 360 Weight: 227 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc punlns, except end verticals.
EOTCHORD Rigid ceifing direcay applied or t0-0-0 dC bracing.
REACTIONS (lb/size) 6=1732/0-5-8.10=1468/0-5-10 Max HorzlO=204(Ioad case 7)
Max Uplif16=-361(toad case 7), 10=.144(106d case 8)
Max Grav6=1851(loao case 4). 10=1526(Ioad case 3)
FORCES (lb) - Maximum Compress[on/Maximum Tension
TOP CHORD 1-2=-1060 167, 2-3=-1181/269, 3-4=-788 186 4-5=-788/~ El6.5-~=.1729/410 1-10=-14227185
BdT CHORD 9-10=.184/159.6-9=-245/904.7-8=-282/989 6-7=.43~6
WEBS 2~9=-436/160 2.8=-177/237. 3-8=0/272, 3-7=-513/140.4-7=-792/282. 5-?=-327/1553. 1-9=-133/1110
NOTES
1 ) 2-ply t~uss to be conflectec$ together with 1 Od Common(.145"x3") Nails as follows:
Top chords connectea as follows: 2 X 4 - 1 row at o-g-0 dC.
connections have been provided to distribute only loads noted as (F) or (B), un ess othen~ise ndicated. ~ ~ ~' ~/~ ~ /I ~ /~
3) W]nd: ASCE 7~98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6.0psf; Category Il; Exp B; enclosed; MWFRS gable end zone; canfiteyerleft and ~' ~ [¢ ~' ~ ' "[1' ~/ ~ ~ ~'
9) Girbercardeshipend with 6-7-g end setback, ~ -o ~ STATEOF ,-",.q:' ~
Continued on e g .......... March 22 2005
Lawre~e & Reckel Residence Rf Trs/J§02 7
1804251~
r 22 0940 55 20~ 2
Truss Type
ROOF-V2 SPECIAL
-[ALLANDHOUSELUMBERCC WESTFIELD lN. 46074
6-0.1~
2x4 MIt20
s,oo IT2-
LOADING (pst) SPACING 2-0-0
TCLL 25,0 Plates increase 1.15
TCDL 15.0 Lumber Increase 1.15
BCLL 0.0 Rep Stress thcr YES
BCDL 15.0 Cede ]BC2000/ANSt95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No,3
OEFL in loc i/deft L/d PLA'lES GRIP
I TC 0.76 Vert(LL) -0,17 6-7 >999 480 ] Mil20 197/144
I BC 0,73 Vert(TL) -0.45 6-7 >521 360/
[ WB 0,51 [ Horz(TL) 0,05 5 n/a n/a
_~ (Simplified) L Wi~d(LL) 0.02 6 >999 360 Weight: 126 lb
BRACING
TOP CHORD Sheathed or 5-6-13 DC 13urhns, except end verticals.
BDT CHORD Rigid cellln g d~fecliy applied or 10-0-0 o¢ bracing,
WEBS 1 Row at midpt 1-8.4-5
REACTIONS (lb/size] 8=1070/0-5-8.5=I070/0-5-8 Max Hotz 8=-2740oad case 4)
Max UpliftS=-141(loa~ case 4), 5=-141fload case 5I
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-8=-982/129 1-2=-6501138.2-3=-664/96,3-4=-664196-4-5=-9791202
BDT CHORD 7-8=-213/232.6-7=-2 fi9/662.5-6=-64/83
WEBS 1-7=-92J984.2-7=-538/t97, 2-6=-95/97.3-6=-536/133.4-6=-190/992
NOTES
1 Wind ASCE7-98;90mph;h=34ff T~L=6~psf;BCDL=6~psf;Categ~Iy~;ExpB;encJ~sed;MWF~SgabIeendz~ne;cana~everie~and
right exposed: end verScal left and dght exposed: Lumber DOL=I.33 p~ate grip DOL=I 33
2 TCLL ASCE 7-98 P~=25.0 psf (roof Ih~e load: Lumber' DOL=t.15 P~ate DOL=t.15); Pr=25 0 psf (fiat tool snow: Lumber DOL=I.15 Plate
DOL=I.15); EXp B; Fully Exp.
4) Th s truss has been des gned tot a ~10 0 psf bottom chord Ive load nonconcurmnt wlth any other ive loads
5 Seadng at oint(s 8 5 cons ders pa a el to gm n va ue us ng ANS/TPI t angle to gm n tormula~ Sudd ng aeslgner snould verify capac ty
of beadng surface,
LOAD CA~E(S) Ste~d~rd
~O~
~ ~,~,'- ......... Ox,>
_ M~Qo5_
NG 2-0-0
TCLL 25.0 Plates Increase t.15
TCDL 150 Lumber Increase 1.15
SCLL 0,0 Rep Stress Incr NO
SCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2X4 SYP No.2
BeT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
CSI DEFt. PLATES GRIP
TC 0.17 ~ Veft(LL) -0.00 3-4 >999 480 I Mil20 197/144
BC 0.11 ~ Vert(TL) -0,01 3-4 >999 360 I
WB 0,04 ~ HOrz(TL) 0.00 3 nla nla I
(Matrix) Wind(LL) 0.00 3-4 >999 360 Weight' 73 ib
~ ~d(.L.L) 0.0O 3-4 >999 360 ~
BRACING
REACTIONS Ob/size) 4=426/0-3-8. 3=699/0-3-8 Max Horz4=-186(load case 4)
Max Uplift4=-2640eed case 4), 3=-37800ed case 5)
Max Grav4=46300ad case 2). 3=781 (reed case 2)
FORCES (lb) - Maximum Compre,~sten/Maximum Tension
BeT CHORD 4-5=-134/145. 3-5=-134/145
WEBS 1-3=-182/182
NOTES
1 2-ply truss to ~e connected toge her with 1 Od Common .'145"x3") Nails as follows:
Top chords connected as 1o1~o~: 2 X 4 - 1 row at 0-9-0 DC.
Bottom chords connected as follows: 2 X 9 ~ 2 rows at 0.9-0 DC,
2) All Dads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ~ J
rightexposed;eodve~calteffandrightexpesed Lumbe~DOL=l.33plategrlpOOL=1,33, ~ A/'I /
4)TCLL ASCE7-98 Pm250psf roofliveloed: LumberDOL=1.15 PlateDOL=1,15);Pf=25.0psf (flatroofsnow:Lumber DOL=1'15Plate ~
DOL=l.15); Exp S; Fully Exp. V .~GANG
5) Provide adequate ~ainage to prevent water pond ng. ~ -4.,'O **......oo
8 Speciaihangers ~r~therc~nnecti~ndev~ce(s)sha~{bepr~videdsu~c~entt~supp~rtc~ncentrated~ed(s)418Ibd~wnand 1501bupat = ~ No. 1~004~5
LOAD CASE(S) Standard
Uniform Loads (plf)
Concentrated Loads (ID)
Vert: 3=-359(B) 5=-359(B)
irrek*
ROOF-V2
Lawrence & Reckel Residence Rf Tm/JS02
1804252
6.100 s Sep 17 2004 MiTek Industries Inc, Tue Mar 22 09:40;56 2005
LOADING (psf~ SPACING 2-0-0 CBI
TCLL 25,0 Plates Increase 1.15 TC 0.18
TCDL 15.o Lumber Increase 1.15 BC 0.13
BCLL 0.o Rep Stress tecr NO WB 0.06
BCDL 15.0 Code IBC2000/ANSI95 (Simplified)
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
vDEFL In (lOC) i/deft U(~ PLATES GRIP
ert(LL) -0,01 3-4 >999 480 MIl20 1971144
Vert(TL) -0,02 3-4 >999 360
Horz(TL) 0,00 3 n/a n/a
W~nd(LL} -0.00 3-4 >999 360 Weight: 77 lb
BRACING
TOP CHORD Shea;hed or 4~)~0 oc Durftns, exce~3t end verticals.
SOT CHORD Rigid ceiling direc~y applied or 10-0-0 oc b~aClng,
WEBS I Row at midDt 1-4.2-3
REACTIONS (lb/size) 4=699/0-3-8.3=699/0-3-8 Max Horz4=-20400ad case 4)
Max U~tifN=.238(Ioad case 4), 3=-238(Ioad case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-4=-152/225 1-2=-45/58 2-3~148/37
BOT CHORD 3-4=-147/~60
WEBS 1.3=-214/214
NOTES
1) 2.ply fo~ss to be connectea togemer with 10d Common(.148"~3"'. Nails as follows
4) TCLL: ASGE 7-98; Pr=2$.0 psf (roof Jive load: Lumber DOL=l.15 Plate DGL=t. 18); Pf=25,0 psf (fiat roof snow: Lumber DOL=1.15 Plate
DOL=l.15); ~ S; Fully Exp.
6) Th S .truss has been. des'~ ned. for a 10.0 psf bottom chord live ......... load nonconcurrent with any other live loads
g~ Girder cardes tie- n span(s): 12-0-0 from 0-0~0 to 4-0~)
LOAD CASE(S) Standarc
Uniform Loads (Pit)
14515 N. Oute~ Fo~y
ROOF-V2
HALL AND HOUSE LUMBER CO- WESTFIELD iN. 46074
g
8
5453 52 51 50 49 48 47 46
3x4 MIl20
Job Reference [o t~o~
6.100 s Sep 17 2004 MiTek Industries inc, Tue Mar 22 09:40:56 2005 Page
3x4 Mil20~.
24
25
Scale = 1758
LOADING (psf) SPACING 2-0-0 DEFL
TCLL 25.0 Pla~es Increase 1.15
BCLL 0.0 Rep Stress ~ncr NO I WB 0.21 ~ Ho~zITL)
BCDL 15.0 Code IBC2000/ANSI95 _ I_. (Matrix)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2 EOT CHORD
WEBS 2 X 4 SPF NO.3 WEBS
OTHERS 2 X 4 SPF No,3 *Except"
in (Igc) ]/deft L/c PLATES GRIP
-0.03 20-29 n/r 120
0 00 30 n/a n/a
16-40 2 X 4 SYP No.2.15-42 2 X 4 SYP No.2. 13-43 2 X 4 SYP No.2
Weight: 296 lb
REACTIONS (lb/size) 54=206/30-0-0. 30=241/30-0-0 40=161130-9-0.42=155/30-9-0 43=157/30-9-0.44=143/30-0-0.45=151/30-9-0
46=161/30-9-0. 47-~145/30-9..0.48=t47/30-0-0.49=147/30~0-0 50=146/30-9-0. 51=148/30-9-0. 52=146/30-0-0.
Max Horz54=2S1(Ioa; case 7}
Max Upl[ft54=-475(Ioad case 6), 30=-126(Ioa~ case 7), 44=-24(~oad case 8), 45=-17(Ioad case 8), 46=-8(Ioad case 7)
47~23 ged case 8), 48;-31 (lead case 8), 49=-30(~oed case 8), 50=-27(Ioad case 8), 51 =*36(load case 8),
52=-16(~oad case 9), 53=-466(Ioad case 7), 3g=-5(~oad case 9), 38=-25(Ioad case 9) 37=-2 gad case 9),
36=-7(load case 9), 35=-32(Ioad case 9). 34=-29([oad case 9). 33='35(Ioad case 9). 32=-21{Ioad case 8),
31 =-3660oad case 6)
Max Grav54=507(ioad case 7), 30=355(Ioad case 4), 40=2130oad case 4}, 42=397(load case 3), 43=202(Ioad case
49=191( ~ad case 3,50=191(Ioad case 3), 51=192006d c~se 3), 52=i95(load case 3), 53=445(Ioad case 6),
39=189(oadcase4),38=192(Ioadcase41 37=195(loadcase4).36=195(oadcase4) 35=191( oad case 4),
34=191(Ioaa case 4), 33=191(106d case 4), 32=2030oad case 4), 31=189([06d case 7)
FORCES (Il)) ~ Maximum Compress]on/Maximum Tension
· 9-10=-20/256. t0-11=-13/255. 11-12=-131265. 12-13=-11/280 t3-14=~17/264, t4~15=6/260. 15-16=0/2B0. 10-17=0/275,
SOT CHORD 53-54=-70/93 52-53=-70/93, 51-52=-70/93 50-51=-70/93 40-50=-70/93, 48-49=-70/93, 47-48=70/93 46-47=-70/93,
45-46=-70/93.44~45=-70/93. 43-44=70/93 42-43=-70/93.41-42=-70/93.40-41 =-70/93, 39~40=.70FJ3.30-39=-70/93.
14515 N, Outer Forty
LOAD CASE(S) Stanaar~
Job
HALL AND HOUSE LUMBER CO,, WESTFIELD IN, 4607a
5-7-8
TCLL 25.0 Plates Increase 1,15
TCDL 150 Lumber Increase 1.15
ECLL 0.0 Rep Stress lncr NO
BCDL 15.0 Code IBC2000/ANS~95
LUMBER
TOP CHORD 2 X 4 SYP No.2
EOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 5PF NO,3 *Except*
3-12 2 X 4 SYP No.2
CSl
TC 0.59
BC 0,26
WB 0.71
DEFL m (loc) uoefl L/d PLATES GRIP
(LL) -0.05 10-12 >999 480 M[~20 197/144
Vert(TL) -0.09 I0-12 >999 360
Wind(LL) 0,03 12 >999 360 Weight: 386 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc DUll[ns. except end verticals.
EOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
connections have been provided to dist~tiute only loads noted as (F) or (B), unless otherwise indicated. ~
joint 8,
10-11-9 on bottom chord, The design/selection of s~Jch special connecbon device(s] is the responsJb[tity of others.
_.. ...... March 2_2~2005
Job russ TreSs Type
OMMON
LOAD CASE(S) Stanaam
I Snow: Lumber Increase=~.15 Plate Incmase=1.15
Uniform Loads (plf)
Co~mentrated Loads (lb)
Trapezoidal Loads (pi0
Vert 14=-86(F=-56)-tO~8=-255(F=-225~
Lawrence & Recke[ Residence Rf TrS/JS02 804252
Job Refere_n_~_
6.100 s Se[~ 17 2004 MITek Industries. Inc, Tue Mar 22 09:40:57 2005 Page
----1Truss Type
SPECIAL
HALL AND HOUSE LUMBER CO.. WESTFIELD iN. 46074
~~ Lawrence & Recke] Residence Rf TrS/JS02 1804252~1
6400 s Sep 17 2004 MiTek Inclusions inc. Tue Mar 22 09:40:57 2005 Page '
LOADING (ps~ SPACING 2-0-0
TCLL 25.0 Plates increase 1.15
TCDL 15.0 Lumper Increase 1.15
BCLL 0.0 Rep Stress Incr NO
BCDL 15.0 Code ISC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF NO.3 *Except'
OTHERS
I TC 0~3 ! Ver~(LL) -0.03 9-10 >999 480
I SC 0.15 i Verl(TL) -0.06 9-10 >999 360
I WS 0.69
0.02 999 390
BRACING
1-11 2 X 4 Syp No.2.1.1B 2 X 4 SYP No.2.2-10 2 X 4 SYP No 2
2 X 6 SPF No.2
PLATES GRIP
Mil20 197/144
Weight: 343 lb
TOP CHORD
SOT CHORD
WEBS
REACTIONS (lb/size) 1=2718/0-5-8.7=2010/0-3-8 Max Horzl=-381[Ioad case 6)
Max UDi~tl=-465(load case 7). 7=-319(load case 9)
Max Gravl =3093(load case 4L 7=2557(~0ad case 4)
FORCES (lb) - Maximum Compressions'Maximum Tension
TOP CHORD 1-11 =-20/168. 1-2=-657/378.2-3=-926/416, 3.4=-1744/397, 4-5=-t915/303.5-6=o/94. 5-7=-2296/333
BOT CHORD tO-tl=-82/125.19"12=-t68/1368. 9'12=-16B/~365. 8.9='12611503. 7~8=-14/67
WEBS 1-10=~513/3113.2-10=-215/130.9"10=~1494/t92.3-g=-56/1179. 4-9=-220/18.4-B=~2731144. 5-8=-175/1697
NOTES
Top chords connected as follow: 2 X 4-1 mw at 0-9-0 cc.
2) All Beds are consibe~ed equal y applied to ell pries, except if noted as front (E) or back (S) face in the LOAD CASE(S) section.
3) Wield ASCE7 98 90mph' h=34ft* TCDL=6 0psf BCDL=6 0psf* Catego~' * Exp B' e~c~osed' MWFRS gable end zone' ca,ti ever
dghtexbesed endve~Jca~ efta~d,ghtexposed:LumberDOL--1.33plateg,pDOL=1.33.
5) Unba anced snow loads have been considered for th~s design.
7) pray[be adequate drainage to preve,~t water pondmg
9) Concentrated loads from layo[~t are not present in Load Case s: #10 ~BC Snow on Overhangs
10 Beadngat ont(s)lconsdem ~ara ettogranva~eusngANSPTPIlanglotograinformula. Buildngdesgnershoudverdycapacityof
SPECIAL
1804252:~
NOTES
13) Special hanger(s or other connection de¥ice(s) shall be provided sufficient to suppor~ concerdmted load(s) 9921b down and 4501D up au 3-10-8 on ecttom chord. The
design/selection of such special connection device(s) is the responsibility of ot~ers.
LOAD CASE(S) Standard
1 S~low Lumber r~cre;~se=l.15, Plate increase=l.15
Uniform Loads plf)
Concentrated Loads (Ih)
Ved: 12=-992(F)
Trabezoidat Loads (p~f)
Vedfi tt =-180(F=-150)'to'7=-85(F='55)
MiTek*
;~ SPECIAL
~D HOUSE LUMBER CO,, WESTFIELD IN. 46074
6.00 ~
~8042524
Scale: 1/4"=1
TCLL 25.0 I 999 480
TCDL 15.0 I ggg 3E0
8CLL O.0 I n/a n/a
Code iBC2000/ANSI95 (Matrix) I WInd(LL) 0.0" 10 >999 36C
L~DL 15.0 _.~ L (Matrix) __ i Wmal 36C
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF ~o.3
PLATES GRIP
Weight: 225 lb
TOP CHORD Sheathed or 6-0-0 oc pudins, except end vemcals.
BOT CHORD Rigid ceiling dimc~y appl~e~l or 10-0-0 sc bracing,
'NEBS I Row at midpt 1-12.6-7
REACTIONS (th/size) t2=6817/0-5-8, 7=6070/0-5-8 Max Horzl 2=~1820oad case 6;
Max Uolird2=/241(load case 8). 7=/223(Ioad case 9)
Max Gray12=6909([0ed case 3), 7=6162(10ad case 4)
FORCES (Ib~ - Maximum Compression/Maximum Tension
WEBS 2-11=-282/~52. 2.10=4146/568. 3-10=0/770.3-9=0/287.4-9=0/846.5-9=-137/698.5-8=-376/144. 1-11=-193/3968.
'i) 2-ply truss to be condec ed together with 1 Od Common(,148"x3") Nails as follows:
connections have been provided to distribute only loads noted as (F) or (B), uhless otherwise indicated.
DOL=1.15); Exp B; Fully Exp, _--- ..' --
8)Th s truss has been designed for a 10 0 psf bottom cbe~ Ive sa= nonconcurrent w~m any other live Ioeds
Provide
Mar~ch.22 2005
NOTES
11) Special hanger(s) or other connection device(s) shall be pmv~ed sufficient to support concentrated load s) 219lb down and 115lb up at 6-10-7, end 219lb down and 115lb up at~
4-I0-7 on t~p chord, and ~ 8141b down and 431b up at C~1 t 18141b down and 431b up at 2-5-11, 1814lb down and 431b up at 4-5-1 t, 1814lb down and 43th up at 6-.~11, and
18141b down and 431b up at 8.5-11. and ~8141b down and 431b up at 10-5-~1 on bottom chord. The design/selection of such soecial connection device(s} is the responsibility of
Veal_ 9=-1814(B) 8=-1814(B) 13=-219(F) 14=-2~9(F) 15=-1814(B) 16=-1814(B) 17=-1814(B) 20=-1814(B)
MEek'
~ Tress Type
ROOF-V2 COMMON
~LL AND HOUSE LUMBER CO,. WESTFIELD IN. 46074
Law~etice & Reckel Residence Rf Tm/JS02
6.100 s Sep 17 2004 MiTek Industries Inc. Tue Mar 22 09:40:58 200 g
3x6 MII20~
P~ate Offsets ~,P~el _
TCLL 25.0 Plates Increase 1.15
BCLL 0,0 Rep Stress incr NO
BCDL 15.0 Code 10C2000/ANS195
LUMBER
TOPCHORD 2X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X4 SPF NO.3 'Except"
6-14 2 X 4 SYP NO.2
CSI DEFL in (IBC I/deft L/d
TC 0.38 Vert(LL) -0,02 16 >599 480
BC 0.08 Vert(TL) -0.05 14-16 >999 360
WB 0.35 Horz(TL) 0,01 11 n/a
(SimPlified} Wind(LL) 0.01 16 >999 360
PLATES GRIP
Weight: 471 Ib
REACTIONS (lb/size) 18=1B07/9-5-8, 11=1807/C-5.6 Max Horz 18=3230oad case 7)
Max Uplif~ 8~90(tead case 8), t 1 =-82(load case 9)
Max Grav18=2073(Ioad ca~e 31, 11=2031(Ioaci case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
9-t0=0/52, 2-18=-1992/122.9-11~1956/112
8-12=-467/48.2-17=0/1603, 9~12=0/1443
NOTES
1 ) 2-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows:
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as fol ows: 2 X 4 - 1 row at 0-9-0 oc.
Tress Type
ROOF-V2 SPECIAL
HALL AND HOUSE LUMBER CO., WESTFIELD IN. 46074
sooR£
18042526
Scale = 1:65.1
Plate Offsets (X,Y):
LOADING (psf) SPACING 2-0-0 CSl DEFL in Igc I/deft L/d PLATES GRIP
TCLL 25,0 Plateslncrease 1.15 TC 0.48 Ve~tLL) -0,03 15 >999 480 MIl20 197/144
TCDL 150 Lumberthcrease 1.15 BC 0.08 Vert(TL) -0.05 16 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.40 HOrz(TL) 0.01 11 r:a n/a
BCD[ 15.0 Code IBC2000/ANSI95 (Matrix) WinCI(LL) 0.02 16 >999 360 Weight: 432 lb
LUMBER
TOP CHORD 2 X 6 SPF No.2
DSS
BRACING
TOP CHORD Sheamed or 6-0-0 oc pudins, except enu veraca~s.
REACTIONS (lb/size) 19=2457/0-5-8, 11=2457/0-5-8 Max Horz19=176(~oac c~se 8)
Max Uplift19=-341 load case 8), 11=-356(Ioad case 9)
Max Gravlg=2725(Ioad case 3L t 1=2725(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1.2=01103.2.3=-784/215,3.4=.17481338.4.20=.2040/45E 5-20=.1752/403, 5-6=-1582/433, 6-21 =-1752/399
WEBS 3.18=-1693/279 3-17=-321/1825 4-17=-1094/353.4-t6=-45/310 3.16=-5W199 5~15=-179/181.B-15=~46/2g0.
7-15=-32/313. 7-14=-1099/341.2-18=-165/1585. 8-12=-1803/259.9-11=~255~/335.9-12=-174/1806.8.14=,31W1833
NOTES
1) 2-ply ~ass ~o De connected toga her w th 1Od Common .148"x3") Nails as f~lows:
Top chords connected as fo~lows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 - 1 row at 0-9-0
Webs connected as follows: 2 X 4 - I row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connecfions have been provided ~o disthbute only loads noted as (F) or (S), un,ess otherwise indicated~
4) Wind: ASCE 7-98 90mph; h=34ft; TCDL=6.0psf; BCDL=6 0psf; Category I; Exp B enclosed MWFRS gable end zone cantilever ~eff and ~ ,*~(~tS/E.~',~,% ~,
dght exposed; end re.cai le~t and right exposed; Lumber DOL=1.33 plate gdp DOL=1.33.
5) TCLL ASCE 7-98; Pr=25.0 psf (roof ive gad: Lumber DOL=1.15 Plate DOL=I 15) Pr=25 0 psf (fiat roof snow: Lumber DOL=I.15 Plate ~
6 U,~balancedsnowloadshavebeenconsJderedforthisdesign. ~ ·
7) This truss has been desigoed for 1.00 times flat roof load of 25~0 Psf on overhangs nomconcurrent w~l other live loads,
8 Provide abequate drainage to prevent water ponding.
9)Thstrusshasbeendesgnedforal0,0 psfbottomcbordlJvethadnonconcurrentwithanyother ive ged .
I 0) Provide mechanica connect[on (by others) of truss to bearing plate capable of wifhsfanding 341 lb uplift at oint 19 and 356 [b uplift at
March 22 2005
L_C_o_ntinued on a, e 2
Mil k
ROOF-V2 Job Refe[~
LOAD CASE(S) Stander=
Job
ROOF~V2
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
LawrePce & ReCKel Residenca Rf TrslJ502
804252~804252
Job Ref_erft.@ce o tic,al. - .~
S.00 ~2
2
LOADING(pst) ---~ DEFL in (~ec) I/deft L/d
TCLL 25.0 P~ates~crease 1~15 i TC B.96 I Vert(LL) -0~t6 9-10 >999 480
TCDL 15.0 Lumber ~ncrease ~15 i 8C B.60 i Vert(TL)
6-10
>757
360
BCLL 0.0 I RepSt~s ~ncr NO I WB 0.96 I HOrZ(TL) 0.02 7 n/a n/a
BCDL 15.0 Code ~BC2000/ANSI95 (Matrix) Wind(LL) 0.04 10 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 10 SYP DSS
WEBS 2 X 4 SPF No.3 *Except*
9.7 2 X 4 SYP NO.2.2-10 2 X 4 SYP No.2. 4-9 2 X 4 SYP No.1
6-8 2 X 4 SYP No.1.1-12 2 X 4 SYP No.2. 1-11 2 X 4 SYP No.2
PLATES GRIP
REACTIONS (lb/size) 7=1164710-5-14(Input; 0.6-8),12=10514/6-5-8 Max Horz 12=179(load case 7)
Max Uplift7 =-246(load case 9~ 12=-285(Ioad case S)
Max Grav7=11694(Ioad case 4}, 12=10678[~oad case 3)
FORCES (~b) - MaTJmum Compressien/Maximum Tensmn
WEBS 2-11=-679/62.2-10=.160/7694. 3-10=~701/0.3-9=-6777/287 4-9=.216/16478. 5-9=-1774/69 5-B=4319/139.
1) 2.p y tr~ss to be conneCted ogether w, ;3 tBd Common .148"x~3' Nai,s as roi ows: Y~ ~ I J~
9) AI~ plates are MT2O plates unless other, vise indicated, ~ ~.~ [~* .......... ~, C~'\'~ .~''
10) WARNING: Recluired beadng s~ze at joint(s) 7 greater than input bearing s~ze. /////~,~IoN AL ~'~;<~.~x\~:
........ ~2~2005
NOTES
LOAD CASE(S) Standard
1) Snow: Lumber r~crease='~.15 Plate tncrease=l,'i5
Truss Type
ROOF-V2 MONO H~P
HALL AND HOUSE LUMBER CO. WESTFIELD iN. 46074
Lawrence & Reckel Residence Rf T~s/J502
18042528
Plate
SPACING 2-0-0~ CSI ~DEFL in (,oc-~ i/deft L/¢
Pates ncrease t.15 TC 0.99 I Vert(LL) -006 9-11 >999 480
TCDL 15.0 Lumbertncrease 1.15 DC 0.61 I Vert(TL) -0.16 9-1t >999 360
BCLL O.0 Rep Stress lncr YES ~ 0.54 I HOrZ(TL) 0.02 7 n/a n/a
BCDL 15.0 Code IBC2000/ANSt95 ~_ (Simplified) ..... ~) ~WiDd(LL)~ 0.02 9 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP DSS *Except" TOP CHORD Sheame~. except end ve~cals.
4-6 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.2 *Except*
3-11 2X4 SPF No,3 3-92X4 SPF No.3,2-12 2X4 SPF No.3
2-11 2X ¢ SPF No,3
PLATES GRIP
Weight: 195 lb
BOT CHORD Rigid ceiling direcSy applied or 10-0-0 oc Dracmg.
WEBS 1 Rowat midpt 3-9 4-8. 5-8
2 Rows at 1/3 pis 6-7
Max Horz t 2=354(tead case 7)
Max UpliffT=-131(Ioad case 7) 12=-67(Ioad case 8)
Max Grav7=1554(Ioad case 4), t2=1732(I0ad case 3)
FORCES (lb) ~ Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46 2-3=-1267/50, 3~4=~967/91, 4-5=-625 108, 5-6=-625/108, 6~7=-1461/168, 2-12=~1635/106
BOT CHORD 11-12=-333/248, 10-11=~201/1054, 9-I0=-201/1054,8-9=-164/809, 7-8=-72/109
WEBS 3-11 =~201/54, 3-9=-447/148 4-9=-31/514.4-8=-546/73, 5-8=.713/160. B-8.~-122/1272. 2~tt=0/1126
1) W~nd ASCE 7-98 90mph h=34ff TCDL=6 0psf BCDL=6.Opsf Category Il Exp B enc osed MWFRS gab e end zone
2) T~;LL:ASCE 7'98 Pl=25.0psf(rooflive oad:LumberDOL=l.15Pat~DOL=l.15)iPf=25.0psf (Satl'oofsnow:LumberDOL=l.15Plate
3) Unba anced snow loads have been considered for this design.
6) Th s t~uss has been des gned f~r a lB.0 psf bottom chord ve load nonconcurrent with any other live loads.
Truss Type
MONO HIP
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
2.,(4 Mit20 3x8 MIt20--
5 6
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X6 SYP DSS SOT CHORD
WESS 2 X4 SPF No,3 WEBS
REACTIONS (lb/size) g=3839/0-5-8, 16-~3388/0-5-8 Max Horz 16=227(Ioad case7)
Max Up~iflg=*894(Ioad case 7), 16=-704(Ioad case 8)
Max Oravg=4'i89(ioad case 4), t 6=3388(Ioad case 1 )
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/93.2~3=-2823/637 3-4=~3623/871.4-5=-3766/860.5-6=-3765/860. 6-7=-2249/538. 7-8=-2249/538
23-24=.55/65. 9-24=-55/65
WEBS 3-15=-149Z/388 3-14=-390/1226 4-14=-349/843.4-13=-273/t3tl. 5-13=-530/121 6-13=-199/577 6-1t=-18~/g08,
6-10=-2226/523.7-10=~539P 36, 9-10=-948/4002. 2-15=-577/2666
7) provide adequate drainage to prevent water poftding,
MITek'
~ALL AND HOUSE LUMBER CO- WESTFIELD IN. 46074
NOTES
10) Special hanger(s} or ot~er conneceon device(s) shall be provided sufficient to support concentrated Ioad(s 919lb down anti 415lb up at 7-0-3, 339[b down and t 02lb up a~
7.6.13, 339 b down and 1021b up at 9-6-13, 339~b down and 1021b up at 11-6-13, 3391b down and 1021b up at 13-6~13, 3391b down and 1021b up at 15-6~13, 3391b down an~
102[b up at 17-6-13, 339[b down and 1021b up at '~9-6-13, 3391b down and 102[b up at 2t-6-13, and 339lb down and 102ih up at 23-6-13+ and 3391b down and 102lb uo at
25-7-4 on bottom chord. The design/selection of such soecial connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Snow; Lumber ~ncrease=l.15. Plate Increase=1.15
Un~form Loads (plf)
Vert I-2=-80 2-4=-80 4-8=-80, 9-t6=-30
Concentrated Loads (lb)
Ve~t: 9=-339(F) 14=-919(F) 13=~339(F) 17=-339(F) 18=-339(F) 19=~339(F) 20=-339(F) 2t=-339(F) 22=-339(F) 23=-339(F) 24=-339(F)
Chester~eld. MO 63017
Mffek'
Lawm. nce& ReCkel Residence Rf Trs/.502
6.100 s Sap 17 2604 MiTek MdustHes. thc. Tue Mar 22 09:41:00 2005 Peg t
8.00 ~ 3x4 MII20~-''
5 6
2x4M 20H
Scale = 1 57 5
LOADING (psf) SPACING 2-0-0
TCLL 25.0 Plates increase 1,15
TCDL 15.0 Lumber Increase 1.15
BCLL 0,0 Rep Stress Incr YES
BCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP NO,2
BOTCHORD 2 X 4 SYP NO.2
WEBS 2 X4 SPF No.3
TCSI
WB 0.68
(Simplified)
DEFL in (loc) /deft L/d PLATES GRIP
Vert LL) -0.18 11-12 >999 480 [ MIl20 197/144
Ver{(TL) -0.45 11-12 >674 360 ~
Horz(TL) 0.03 8 n/a n/a
Wind(LL) 0.02 11 >999 360 Weight: 160lb
BRACING
TOP CHORC Sheathed or 4~6-4 ~c pu~lns, except end veracals
SOT CHORD Rigid cei~i~ng direcoy applied or 10-0~) oc braCdng.
'NESS 1 Row at mldpt 7-8.5-1 I. 5-9.3-12
2 ROWS at 1/3 pta 6-8
REACTtONS (lb/size) 8=1400/0-5-8.12=1519/0-5-8 Max Horz 12=271(Ioad case 7)
Max Upliff8=*123(Ioed case 7). 12=-51(Ioad case 8)
Max GravS=1696(taad case 4). 12=1541 (load case 3)
FORCES (lb) * Maximum Comoresstan/Maximum Tension
TOP CHORD 1-2=0/48.2-3=-13/134.3-4=-12t2/70, 4-5~1012/t65, 5-6=-1045/94.6-7~-54/83.7-8=-319/72. 2-12=-417/166
I Wind ASCE 7-98; 90mph; h=34fl; TCOL=6 0psf; BCDL--6,0psf Category Il Exp B; enclosed; MWFRS gabta end zone: cantilever taft and
right exposed; end vertical taft and dght exposed Lumber DOL= t 33 ptate gdp DOL=I 33.
2) TCLL ASCE 7-98; Pr=25.0 psf [roof five taad: Lumper DOL=1.15 P{ate DOL=1,15); Pr=25.0 psf (fiat roof snOW; Lumber DOL=1.15 Plate
3) U~lbeidnced snow loads have been considered for this desig~
4) This truss has been designed for t.00 times flat roof toad of 25.0 psf on overhangs non-c~ncurrent w~tl other I~ve Ioa~s~
6) This truSS has been designed for a t 0 0 psf bottom chord ye load nonconcurrent w~th a,y other five oads.
7) Provide mechan ca connection (by others) of truss to bea60g plata capable of withstanding 123 lb uPlift at joint 8 and 51 th uPfift at joint
LOAD CASE(S) Standard
MONO HIP
~L AND HOUSE LUMBER CO,. WESTFIELD IN 46074
-- -~'~Iy~I~JobLawrenCeRefemnce & ReCkel(optio_~Residence Rf TIs/JS02 18042531
25-9-0
6 O0 [~' 3x6 Mil20//
2x4 Mil20
5
Scale = 1 67 3
1%0-0
54-4
10 9 8
3x4 Mil20= 3x8 Mil20= 2x4 Mi120
3x4 Mil20
I LOADING (ps0 SPAC NG 2.0-0
CSl
TCLL 25.0 Pates ncrease 1.15 TC 0,90
TCDL 15.0 Lumber thcrease 1.15 EC 0.71
BCLL 0~0 Rep Stress Incr YES WB 0,67
DEFL in (Igc) I/deft u PLATES GRIP
Vert(LL) -0.08 8-10 >999 480 I MIl20 197/144
Vert TL) *0.23 8-10 >999 360
Horz(TL) 0,02 7 n/a n/a
Wind(LL) 0 02 10 >999 360 Weight: 174 lb
BRACING
TOP CHORD Sheathed or 3-8-2 cc punlns, except eno ve~Jcals,
BOT CHORD Rigid ceiling dimcfiy applied or 10-0-0 oc bracing.
WEBS I Row at midpt 3-10 4-8.5-8
2 Rows at 1/3 pis 6-7
REACTIONS (lb/size) 7=1400/0-5-8. 12=1519/0-5-8 Max Horz12=312(tee¢ case 7)
Max U plift7=~127(load case 7}, 12=*60(load case 8)
Max Grav7=16320oa~ case 4). 12=1643(Ioad case 3)
FORCES (lb) * Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46.2-3=-1188/49. 3-4=~1079/83, 4,5=-829/88.5-0=.029/88.6-7=-1523/170.2-12=-1561/93
BOTCHORD 11-12=-292/218 10-11=-1971988.9-10=-1671901.8-9=-1671g0~.7'8='63196
NOTES
I W~r~d; ASCE 7~98; 9graph; h=34ft; TCDL=6.0psf; BCDL=6.Opsf; Category 6; Exp B; enclosed; MWFRS gable end zone; can01ever left an~
fight ex~oosed: end vertica~ teft and right exposed; Lumber DOL=1.33 plate grip DOL=l.33.
2) TCLL; ASCE 7-98; Pr=25~0 psf (roof five load: Lumber DOL=1.15 Plate DOL=I.15); Pr=25,0 ps[ (fiat roof snow: Lumber DOL=I. 15 Plate
DOL=l.15); Exp B; Fully Exp.
LOAD CASE(S) Standarc
..'.=
__~M_arch 22 2005
Scale = 1619
TOP CHORD 2X4 SYP NO,2
BOTCHORD 2X6 SYP DSS
VVEBS 2 X 4 SPF No.3
4x6 MII20~ 2x4 MI{20 3x~ M)I20 2x4 MIt20
vDeEFL in (loc) I/deft tJd PLATES GRIP
rt(LL) .0,07 15-17 >999 480 MIl20 197/144
Vert(TL) -0.12 15-t7 >999 360
Horz(TL) 0.02 t2 n/a n/a
BRACING
REACTIONS (ih/size) 20=4332/5-5-8. 12=4025/0-5-8 Ma~ Horz 20=218(10aci case 7)
Max Uplift~0=-g55(ioa<~ case 8), 12=-985(Ioad case 9)
Max Grav20=4815{Ioaa case 3), 12=4443(10ad case 4)
FORCES (lb) - Maximum Comgression/Maximum Tension
TOP CHORD 1-2=0/64 2-3=~42/173, 3-4=-2933/694, 4-5=-403011002, 5-6=-4204/1035.6-7=-4203/t936.7-8=-3422/87i. 8-9=-4153/1014
BOTCHORD 25-21=-23/32. 19-20=-230/195, 18-19=-682/2355. t8-22=-900/3280. 17-22=-900/3280. ~6-17=-t055/4239
15-23=~1055/4239 15-23=-1055/4239, t5-24=-1055/4239, 14~24=-1055/4239, t3-14=-552/2521, t2-t3=-32/54
1) 2-ply truss to be connected together with I Od Common(.148"x3") Nails as follows:
Top chords connected as foflo~s: 2 X 4 - t mw et 0-9-0 oc
joint 12.
Coctin.ed on ~ 2 ....... March 22 2005
Jo0 Tm/JS02 1804253~
ROOF-V2 SPECIAL
HALL AND HOUSE LUMBER CO. WESTFIELD iN. 46074 6.100 s Sep 17 2004 MiTek industries. Inc. Tue Mar 22 09:41:00 2005 Page 2
Lawrence & Reckel Residence Bf TrS. J502 -- ~
1804253253~
3x4 MII20~
27-9-5 ~
2x4 MI~20
LOADING psf) CSI
TCLL 25.0 TC 0.51
TCDL t5.0 Lumber Increase 1.15 BC 0.91
BCLL 0.0 Rep Stress Incr YES WB 0.91
BCDL 15.0 im~ified~
LUMBER
TOP CHORD 2 X4 SYP No.2
SOT CHORD 2 X4 SYP NO,2
WEBS 2 X 4 SPF No.3
~ ( )
] ~eEr~(~L)-0. t711-12 >999 480
Ver~(TL) -0.4211-12 >723 360
HOrZ(TL) 0.03 11 n/a ~a
V~nd(LL) 0.0t. t4 >999 360
BRACING
3x4 Mll2O
PLATES GRIP
Mr120 197/144
Weight: 180 lb
TOP CHORD Sheathed or 4-0-8 oc pu~ins, except en($ verticals.
SOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 1 Row at midD! 4-15.6-14.6-12. 8-11
REACllONS (Ib/s~ze) 15=t768/0-5-8. 11=1492/0-5-8 Max Horz t5=255(Ioad case 7)
Max Uplift15=-110(load case 8), 1 l=-49(Ioed case 9)
Max Gra¥15=2194(Ioad case 3), 11=1854(toaa case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/322-3=-34/2313~=-27/24C 4-5=~1'~77/69, 5-6=-980102,6-7=-1033/1177-8=-1239/85.8-9=~19/t40.0-10=0/46.
WEBS 3-15=-324/106. 4.15=-1795/3.4-14=-57/369.5-14=-10/312. 0-14=-399/139, 6-12=-341/138.7-12=-4/305.8-12=-55/320.
2 W~nd: ASCE 7-98; 9, ~ph; h=34ft; TCDL=6.0psf; BCDL=60psf; Camgo~y
DOL=l.15); Exp B; Fully Exp.
6) Provide ededuate dra ,age to prevent water ponding.
7 This tress has been des gned for a 100 psf bottom chord I~ve load r.o~co~current w~th any othel' live loads ....
LOAD CASE(S)Standar(~
_. __ _ Mar~
MiTek'
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
18042534
6.100 s Seo 17 2004 MiTek Industries. Inc. Tue Mar 22 09:41:01 2005 Page
LOADING(pst) SPAC NG 2~0-0 -'-~--"-~-OEFL in (Igc) I/deft L/d
TCLL 25.0 Plateslncrease 1.15 TC 0.81 I Ve~t(LL) -0.03 11-12 >999 480
TCDL 15.0 Lumber~ncrease 1.15 BC 0.45 I Ve~t(TL) -0.09 11-12 >999 360
BCLL 0,0 Rep Stress ~ncr YES WB 0.54
~! (Simolifieq~ ~d~(L_L? 00113 ~>_9.g9 360
,0 00/ANSI95
LUMBER BRACING
TOP CHORD 2 X 4 SYP NO.2
BwEOT CHORD 2 X4 SYP NO.2
BS 2 X4 SPF NO.3 *Except"
5-13 2 X 4 SYP No.2.5-t2 2 X 4 SYP No2.6-12 2 X 4 SYP
pLATES GRIP
MIl20 197/144
Weight: 200 lb
TOP CHORD Sheathed or 5-9-12 oc pl~thns, except end verbca[s.
SOT CHORD Rigid celftng d~recsy applied or 10-C-O oc bracing, Except:
6-0-0 oc bracing: t5-16.
WEBS 1 Rowat midDt 4-13 5-12. 7-12
REACTIONS (lb/size) 16=1768/0-5-8~ 10=149Z/0~5-8 Max Horz 16=287(~oad case 7~
Max Upftff16=-120(tead case 8), 'i0=-59(load case 9)
Max Grav16=2130(Ioao case 3), lg=1791([oad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/32.2-3=-341231.3-4=-1075/43.4-5=-t024/g9.5-6=-887/137.6-7=-1066/97, 7-8=-1187/62, 8-9=0/46.2-17=-9/54
BOTCHORD t6-17=~19/24. 15-16=-239/271.14-15=-t26/895. 15-14=-126/895. 12-13=-71/853.11-12=0t987 10-11=-24/31
1) Unbalanced roof I,ve ~oed~ have been cons,gered for this design
2) ~A~nd: ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6 0psf Catego~/II; Exp S; enc{osed MWFR~ ga~ e eno zone; can~tever left
right exposed; end ~d[cal left and right exposed; Lumber DOLe1,33 plate grip DOLe1.33.
3)TCLL'ASCE7-98 Pt=250psf roof veoad LumberDOL=llSPaeDOL=115 pf=25.0psf(BatroofsnowiLumberDOL=l.15Plate
5) This t£uss has been des gned f~r t.00 times flat roof load of 25,0 pst on overhangs non-concurrent with othe~live teads-
8) Provide adequate drainage to prevent w~ter ponding.
7) Th's tr~ss has been des'gned fl3r a 10 0 psf bottom chord live tead nonco~current w' h any other ftve teaps. ......
81 Provide mechanca connection (by others) of russ to beanng p~ate capableof wlthstandt~g 1201b up[ift atjo*nt 16and 59[b upliffatjolnt
ROOF-V2
HALL AND HOUSE LUMBER CO., WESTIqELD iN. 46074
2
~ 4x8 MIt20-3~5-1
s (X,Y): [~;~ [5:0-6-4,0-~r4], [7:0-2%9,0-2-8], [1_2;p-4-0,0-4'~J_ _
['OADING (psf)
TCLL 25,0
TCDL t5.0
BCLL 0,0
BCDL 15,0
SPACING 2-0-0 CSl
Plates Increase t.15 TC 0.40
Lumber Increase t.15 BC 0.13
Rep Stress Incr NO WB 0.53
Code IBC2000/ANSI95 [Mathx)
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 6 SYP DSS
VV~BS 2 X 4 SPF No.3
DEF[- ir (loc) [/deft L/a PLATES GRIP
Vert(LL) -0.03 11-12 >999 480 MIl20 1671144
Vent(TL) .0.66 11-12 >999 360
HOrZ(TL) 0.0t 9 nla n/a
Wind(L[.) 0.03 12-13 >999 360 Weight: 355 lb
BRACING
TOP CHORD Sheathed o£ 6-0-0 oc pu61ns, except end verticals.
BDT CHORD Rigid ceiling direc~Jy applied or 10.0-0 DC bracing.
REACTIONS (lb/size) 15=2865/0-5-8, 9=2992/0-5-8 Max Hofz 15=-249{[oad case 6)
Max Uplift15=-818(load case 8), 9=-860(load case 9)
Max Grav15=31 ~ 8(load case 3), 9=3294(Ioad case 4)
FORCES (lb). Maximum Compression/Maximum Tension
TOP CHORD 1-g=.2196/644, 2-3=-2815/919.3-4=-g507/843, 4-5=-2507/843.5-6=-2802/925.6-7=-2186/664.7-8=0/93. 1-15=.3038/835
7-9=-3222/880
BDT CHORD 14~15=-194/2t5, 13.14=-63111734, 13-16=-815/2264 12-16=-815/2264. 12-17=-756/2256. lt*17=-756/2256
10-t1=~502/171 ~ 9-10=-32/32
WEBS 2-14=-1599/521.2-13=-493/1154, 3-~3=-348/544 3~12=-263/816, 4-12='365/84, 5-12=-259/824.5-11=-356/530,
4 Wind ASCE 7 98 9Omph h=34ft; TCDL=6 0psf' BCDL=6 0psf Catego~' Exp B encJosed MWFR$ gable end zone; cantil
right exposed, end vertmel left and nght exposed, Lumber DOL 1,33 p~ate gnp DOLI .3 .
5)TCLL. ASCE7-98. Pr=25.0psf(mof veoad LumberOOL=l.15PiateDOL=l-15);Pf=25~0psf(ftatr°°fsn°w:LumberDOL=l-15Plate
DOL=1.15); Exp B; Fully Exp. - ° -
6) Uhbalance~ snow loads have been considered for this design.
O) Provide adequate drainage to prevent water poeqmg.
Marc.~h 22 2005_
~N~ STEoSecial hanoer(s'~ or othe~ connection device(s) shall be provided sufficient to support concentrated load(s) 12211b down and 6551b up at 7-3-0, 3391b down ~nd 1071b. up at
LOAD CASE{S) Standar~
Uniform Loads pit)
4 5
8oo
r---i DEFLr'~ in (loc) I/deft Ud
0.39 ! Vert(LL) -0.06 11-13 >999 480
LUMBER B~ClNG
TOP CHORD 2 X 4 SYP NO.2
BOT CHORD 2 X 6 8YP DSS
WEBS 2 X 4 SPF No.3
4-11 2 X 4 SYP NO.2
PLATES GRIP
Weight: 324 lb
REACTIONS lb/size) 15=2780/0~5-8,19=3195/0~5.8
Max Horz 15=.236(Ioad case
Max upg~ 5=*806(Ioad case 8), 10=-945(taad case 9)
Max Gray 15=3099(Ioad case 3), 10=3520(toaa case 4)
FORCES (lb) - Maximum Compresmon/Maximum Tensiop
TOP CHORD 1-2=0/93 2-3=-1038/340.3-4=-2782/880 4-5=.1976/724.5-6=-2510/812, 6-7=-28/117 7-8=0/93.2-t5=.2798/729
8 Om h 34ft' TCDL=6 0 s~ BCDL=6 0psf' Catogo~ ' Exp 0' enclosed' MWFRS gable end zone; cantilever eft and
4 W1nd:ASCE7-9 9 p ,h- , ' P ......
6) Unbeta~ced srtow Ioeds have been considered for this aes~gn _ ....
9) This tress has been designed for a 10.0 psf ~ottem chord ~ive Joed nonconcurrent with any othe~ live loads,
t 0) Provide mechanical conllection (by others) of truss to bearing plate capable of withstanding 806 lb uclift at joint t 5 and 945 lb uplift at ;S'/ONAL ~'~'
C "~ e 2 . ~---- -- -- -- March
Resiae~ce Rf Trs/J502
1804253
6.100 s Sap 17 2004 MiTek Industries, Inc. Tue Mar 22 09:41:02 2~05 Pag 2
1 ) Spec al hanger(s) or other connection aevice(s) shall be provided sufficmnt to suppor[ concentrated load(s) 1221 b down and 6551b up at 7~0~0, 3391b down and 107lb up at
9-~12. 3391b dowp and 107lb up at 10-6-1. and 3391b down and 107 b up at 11-11-6. and 122'lib down and 6551b up at 13-1 t-6 on bottom chord. The design/selection of such
special connection device(s) is the responsibility of others
Uniform Loads
Vert: I-2=-80. 2-4=-80 4-5=-80.5-7=-80, 7-8=-80.9-15=-30
Concentrated Loads (lb) 339 B
Vert: 13=-1221{B) t1=-1221(B) 16=-339(B) 17=-339(B) 18=- ( )
Job T~$S Type
ROOF~V2
HALL AND HOUSE LUMBER CO** WESTFIELD IN. 46074
J.o_b Reference. fiend.
LOADING(pst) DEFL ~n (loC) I/deft
TCLL 25.0 LL) -0 18 8-9 >999 480
TCDL 15,0 I Lumberlncrease 1.15 I BC 0.83 [ Vert(TL) -0.44 8-9 >561 360
BCLL 0.0 I ~;r- YES ~ BW 0.62 I Horz(TL) 0.02 8 ./. n/a
i~BB~ fill0 ~~fied) ! Wi~_d(LL) 0.01 __ 9 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP No.2
WEBS 2X4 SPF Nc 3
PLATES
Weight: 145 lb
TOP CHORD Sheafl~ed or 6-0-0 cc puffins, except end vedicais.
BDT CHORD Rigid ceiling directly app ed or 10-0-0 Dc bracing.
VV~BS 1 Rowal m~(3pt 4-11 2-12.5-8
GRIP
197/t44
REACTIONS db/size) 12=1140/6~5-8.8=1258/0-5-8
Max Horz12=-284(Ioad case
Max boliff12=-I 1(Ieee case
Max Gmv12=1327(Ioad case 31, 8=1495(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-38/93, 2-3=-774/98. 3-4=-6431118. 4.5=-774/94. 5-6=-23/146. 5-7=0/46.1-12=-250/95.6-8=-418/173
BDT CHORD 11-12=-143i637. t0-11='431646.9'10='431646.8'9='151637
NOTES
11 Unbalanced roof five loads have been considered for this aemgn
2) V~nd: ASCE 7-98; 90mph: h=34ft TCDL=6~0psf; BCDL=6.Opsf; Category Il; EXp B; enctosed; MWFRS game end zone cantilever left and
DOL=I 151; Exp B Fully Exp, V ,
LOAD CABE(S Standar~
March 22.2005
Truss Type
HIP
HALL AND HOUSE LUMBER CO., WESTFJELD IN. 46074
~ Qty Lawrence & Reckel Residence Rf Tm/J502-- 16C4253~~
6.100 s Sap 17 2004 MiTek In(~us~es Inc, Tue Mar22 09;41:03 2005 Pag~ '
4 5
e.oo ~
Plate Offsets ~2 ..~,0-3-4]
LOADING(pst) SPACING 2-O-O CSI I DEFL n (IBC) I/deft L/d
TCLL 25.0 Platestncrease 1.15 TC 0.49 ~ Vert(LL) -0.16 11-12 >999 480
TCDL 15.0 Lumber ncrease 1.15 BC 0,79 ~ Ver*(TL) -0.42 11-12 >562 360
BCLL 0.0 Rep Stress Incr YES WB 0~58 ~ Ho~z TL 0.01 9 n/a n/a
BCDL 15.0 Code IBC2000/ANSI95 (Simplified)_ ~ W~nd(LL) 0,0_. t 11 >999~_ _36C ·
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X4 SYPNo,2
WEBS 2 X4 SPF ~o.3
PLATES GRIP
Weight: 149 lb
TOP CHORD Sheamed o£ 6-0-00C pod/ns, except end ve~CalS.
BOT CHORD Rigid ceiling direc6y app.eo or 10-0-0 oc bracing.
WEBS I Row at m/dpt 4411.5-11, 5-10, 6-9.3-12
REACTIONS (lb/size) 9=1214/0~5-8. 12=1183/O~5-8 Max Horz 12=284([oao case 7)
Max Uplift~=-35(load case 9}. 12=-50(load case 8)
Max Grav~=1414(teao case 4), 12=1436(toad case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD I-2=0/46. 2-3=-23/146, 3-4=-710/95.4-5=.5901127- 5-6=-647/98, 6-7=~21/94, 2-12=-418/173.7-8=-5/32
BOT CHORD 11-12=-165/508.10-11=-63/538, 9-10=-35/440,8"9=-27/3~
TCLL; ASCE 7-98; Pr=-25 0 psf ( oof ive load Lumber DOL=t .15 plate DOL=1.15; Pf=25,0 psf (fiat roB1 s~ow: Lumber DOL=1.15 Plate ~ J
DOL=1.15); Exp 8; Fully Exp.
8 Provide mechanical ~nn~lon (by ~ers) of ~ss to 3eadng Ha~ capable of w~s~nding 35 lb upl~ at joint 9 and 50 lb up ff a join 12 ~~..,
_. March 22 2005
-----~PI~-~ Lawrence & Reckel Residence Rf Trs/JS02 3~
180425
:~j: ~r 22 05:41:03 200~'~'~ '
445 ~ 1.56 ~14x4 Mtl20 --
5x12 M 20'~-
6x8 MIt20
GRIP
LOADNG(psf) I SPACING 2-~0 ~ DEFL ~ (Igc) I/de~ ~d
TCLL 250 [ Pla~sln~ase 1.t5 TC 026 [ Ve~(LL) -0.04 15 >999 480 ~ MIl20
~CDL t5,0 ~ Lumberlncrease 1,15 BC 0.12 ~ V~L~ -0~81~t6 >999 360
BCLL 0.0 [ ~....~ WB 0.45 ~ Ho~(TL~ ~/a .la
~.CDL 15.015.0 ~ Code I~C2000/A"SI95 (Simpfif~d) ~> ~___ 16 ~9 3~ L Weight' 274 tb
LDMBER BRACING
TOP CHORD 2 X 4 SYP NO.2 TOP CHORD Shea~ed or ~0~ oc punms ex~ eno
BOT CHORD 2 X 6 SYP DSS SOT CHORD Rigid ~iling dimc~y applied or 10-0~ oc bracing,
WEBS 2 X4 SPF No.3
REACTIONS fib/size) 19=1898/0-3-8, 12=1898/0-3-8 Max Horz 19=~140(Ioa~ case 6)
Max Upliffl 9=-262(I0ed case 8) 12=-262(Ioad case 9)
Max Gravlg=2117(Ioa~ case 3~, t2=2117(load case 4)
FORCES (lb) ~ Maximum CompressionJMaximum Tension
TOP CHORD 1-2=0/41 2-3=-886/164. 3-4=-3103/578, 4-5=-3070/603. 5-6=-2854/691, 6-7=-2854/570.7-8=-3071/563 8-g=-3103/523
BOTCHORD 18-19=~116/121, 17-18=-t98/797.16~17=-558/2820.15-16=-511/2628.14H5=-486/2820,13-14=-90/797, 12-13=-19/24
WEBS 3-18=-1644/2g0.3-17~-373/2032, 4-17=~43/208 4-16=-57/564, 5-16=-37/438. 6-16=-59/427, 6-15=-78/427 7-15=-35/438
NOTES
lJ ~;pplYct~o re, st Ocobnert eCOc~(~ ~se ~31t~ogv~st ~ ;r~[h 110rdowC :~.~[(.olc45''x3'') .ails as follows
2.~J) oadsa~econsderedequalyapp edtoai pies except fnotbd asfront F)orback B)faceintheLOADCASE S)sec5on. Pytopy, . . , b' ~'~ ~ I# ¥'"[~tll
connections have b~en provided to disthbute only gads noted as (F) or (B, unless otherwise mdtcatod. ~' ~J~ s~*%~ ~ ~'[. IIi///
3 Unbalanced roof bye ~oads have been considered for this design
4 Wind:ASCE 7-9890mph h=34ft;TCDL=6.~psf;BcDL=6~psf;Categ~i;ExpB;enct~sed;MWFRSga~eendz~e;canti~everte~and
dght exposed end vertical eft and righ exposed; Lumber DOL=1.33 plate gdp DOL=I
5) TCLL. ASCE 798' Pr=250 - , .ps(f roof ve gad- Lumber DOL=1. 15 Patb DOL=I
DOL=l.15); Exp B; Fufly Exp.
8) This truss has been designed for a 10.0 psf bottbm chord li~ load nonconcurrent with any other INe loads.
10) Girder calf es hip end with 5-5-1 end setback.
·" ~2others.. - March
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Job Reference ~
6.1~0 s Sep 17 2004 MiTek Industf~e.~ inc. Tue Mar 22 09:41:03 2005 Page
LOAD CASE(S) Standard
1 Snow: Lumber Inc~ease=1,15. Plate increase=l. 15
Un~form Loeds (plf)
Ve~ 1-2=-80. 2-4=-80, 4-5=-148(F=-68), 5-5=-148(F=-68), 6-7=-148(F=-68), 7-8=-148(F='68), 8-10=-80. 10-11=-80. 18-19=-55(F=-25) 17-18=-55(F=-25)
Concentrated Loads
Vert: 4=-315(F) 8=-315(F)
T~uss Type
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
1,4-5 1~5-9
C~ln~ 70'7-4~ '0- -4 ~- 0~4 2-1~ ..... I-5-8 1,4-5 SCale-160~
Plate Offsets (X,_Y);, [2~-2-8], L~; 92~ 0'~,
L in (Io~) Idefl LJ~
TCLL 55.~ [ Plates increase 1.15 I TC 0~54 I Vert LL) -0.04 16 >999 480
TCDL 15.0 r Lumberlncrease 1~5 I BC 0.31 I Ved(TL) -0.11 15-16 >999 360
ECLL 0.0 ~ Rep Stress ]ncr YES ) WB 0.47 I Horz(TL) 0.0g 14 n/a n/a
8CDL 15.0.,[ Co~fe IBC2000/ANSI95 I (S~nplified) I W[nd(LL) 0.02 21 >999 360
LUMBER BP. ACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
EOT CHORD 2 X 4 SYP No.2 BOT CHORD
WEBS 2 X 4 SPF No.3
PLATES GRIP
Mil20 197/144
Weight: 157 lb
REACTIONS (lb/size) 23=1161/0-3-8. 14=1161/9-3-8 Max HoFZ23=198(Ioad case 7
Max UDlift23=-59(Ioad case 8) ~4=-59(Ioad case 9)
Max Gray23=1385(load case 3), 14:1385(Ioad case 4)
FORCES (lb) - Maximum Compression Maximum Tension
TOP CHORD 1~2=0/41 2-3=-452/70 3-4=-1606/58, 4-5=-1294t63, 5~=-t214/80, 6.7=-1063/64, 7-8=-t071/57. 8-9=-1128156
BOT CHORD 22.23=-168/174. 21-22=-159/423.20-21=-1291~397. 19~25=-70/1067. ~8.19=-61/1038. 17~18=-39/1144. 16-17=-611397
2-22=0/992. 12-15=0/991
1Unba,anced roof live ,oads have been considered for ,nis des,gn. VA
2 W~nd ASCE 7-98 90mph h=34ft TCDL--6.0psf; BCDL=6.0psf Category I[ Exp B; enclosed MWFRS gable ena zone; canrJlever left and ~ ~ ~ ~ /
dghtexp°sed;endverfical~effandrightexp°sed;LumberDOL=l'33p[ategdpDOL=l~33' /~ ~/ ~"'~J*l'
~ March
MiTek*
ROOF-V2 SPECIAL
hALL AND HOUSE LUMBER CO.. WESTfilELD iN. 4607~
18042541
6.100 s Sap t7 2004 MiTek Indust~es, Inc. Tue Mar 22 09:41:04 2005 P~ge 1
2x4 MIt2D
5
5x12 MI
2x4 MIt20
Plate Offsets (X~. -8], [6:0-2-9,0-2-~L
LOADING (psf) 2-0-0
TCLL 2fi.o
TCDL 15.0 Lum~er increase 1.15
BCLL 0.0 Rep Stress Inc~ YES
BCDL 15.0 Code ~SC2000/ANS~95
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
8
CSl
TC 0.94
BC 0.72
WB 0.59
(Sim¢ified)
Horz(TL) 0.12 8 ru'a n/a
GRIP
t97/144
Max Horz 11=-250(Ioad case 6)
Max Uplift11 ---50(load case 8), 8=-60(load case 9)
Max Gray11 =1359(Ioad case 3), 8=1359(teaa case 4'.
FORCES (lb) * Max,mum Compression/Maximum Tension
SOT CHORD 15-t 1 =-253/259, 9~10=-32/844.8-9=-22/29
NOTES
1} Unbatsncee root live loads have been considered for this design.
I: BCDL=6 0ps1; Catego~ I; Exp B; enclosed; MWFRS gable end zone; cana~ever left and
3OL=1,33 plate gdp DOL=I.33. ~/,~
(roof live load: Lumber DOL=I,15 Plate DOL=1.15); Pf=25.9 psf (fiat roof snow: Lumber DOL=1.15 P~ate
This t£uss has bee, des grted for t .00 times flat roof load of 25.9 psf on overhaflgs ~o,"concurren' w th other live loads.
This trUsS has been designed for a 10.O psf bottom chord live load nonconrurrent with any other live loads, till/IlI
Bearinga jont(s) 11 8consderspara e ogranvaueusngANSFrP I ange og an~ormua. Buildngdesignersbeuldvedfycapacity
of beadng surface.
LOAD CASE(S) Standard
..... Marcb_~
Chesterfield. MO 630~ 7
ROOF-V2
IPECL
HALL AND HOUSE LUMBER CO,, WESTFIELD IN. 46074
2x4 M 20
~.oo ~
3
5x6 MII20~
2x4 MIl20
~2 ~, [~.'0~ .
.94 I Vert(LL) -0.17 9-10 >999 490
.72 I VertiTL~ -0.46 940 >507 360
,59 I HO~Z(TL) 0.12 8 n/a n/a
~N8195 i (Simplified) ~ WindiLY) 0,03 10 >999 360
LUMBER BRACING
TOPCHORD 2X4SYPNO.2 TOPCHORD Sheathed. exceDtendve~ca[s.
BOTCHORD 2X4 SYPNo.2
WEBS 2 X4 SPF No.3
PLATES GRIP
Weight: 114 lb
BOT CHORD Rigid c81111~g direc6y apb ed or 10-0-0 oc bracing,
REACTIONS (lb/size) 11=1189/0-5-8,8=1189/0-4-0 Max Horz 11=*250(load case 6)
Max U~liftl 1=*60(load case 8) 8=-6o(Ioad case 9)
Max Gray 11 =1359(Ioad case 3), 8=1359(Ioad case 4)
FORCES (lb - Maximum Compression/Maximum Tension
BOT CHORD 10~11=-253/259.9-10="32/844, 8'9=-22/20
NOTES
DOL=I,t 5); Exp B Fu ly F, Xp
4) Unbalanced snow toads have been considered for this design, A% ~'~ .~ lAM
8)Provder~echanica connectio~ byothers oftn~sstobeadng olatecapebleofwithstanding6OIbupliffa J
LOAD CASE{S)Standard
TC 0.53
SC 0,46
WS 0.65
LUMBER
TOP CHORD 2 X 4 SYP Nm2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 X 4 SPF No.3
PLATES GRIP
~fl120 197/144
Weight: 64 lb
BRACING
TOP CHORD SheamerJ or 6~0-0 oc purlins, except end veracals.
BOT CHORD Rigkt ceiling d[recuy appliec or 6-0-0 oc 13rac~ng~
VVEBS I Row at midpt 4-6
REACTIONS Ob/size) 6=949/0-3-8, 8=949/o-7-12 Max HorzS=232(Ioed case 5)
Max Uplift6=-403(ioad case 6), 8=-BS0(Ioad case 6~
Max Grav6=949(Ioac case 1), 8=949(ioad case 2)
FORCES (th) ~ Maximum ComoressJon/Maximum Tension
TOP CHORD 1-2=0169, 2-3=.702/346.34=-111/50 4-5=,9;0.4-6=-180/48.2-8=-893/3~44
6/EBS 3-7=-4001400. 6-6=J58/486.2-7=-216/618
DOL=t,15); F. xpB; Fully Exp. ~ ~
Con~n~md Loads(lb) ~' ~ ..... ' ..... ~' ~
ve~ 9=-8(F=~, ~=,4) 10=-228(F=-1t4. B=-114) 11=-448(F=-224, B~224) '////J~IONAL
. March 22.200~
Truss Type
MONO TRUSS
HALL AND HOUSE LUMBER CO.. WESI'FIELD IN. 46074
1-10-10
Job Reference top~[o_n~
Sop 17 2004 MiTek Indusb~es Inc. Tue Mar 22 09;41:05 2005 Pag~ 1
2x4 M 20
5
3x4 MH20~'
8
3x4 Mi120
LOADING (ps~ SPACING 2-0-0
TCLL 25.0 Platas Increase 1.15
TCDL 15.0 Lumber Increase 1.t5
BCLL 6.6 Rep Stress ~ncr NO
BCDL 15.0 Code IBC2000/ANS[95
LUMBER
TOP CHORD 2 X 4 SYP NO,2
BOT CHORD 2 X 6 SPF No.2
WEBS 2X4SPFNO3
CSl DEFL 0 (loc) i/deft L/d PLATES GRIP
TC 0.53 Ver[(LL) -6.02 6-7 >999 480 MIl20 197/144
~ BC 0.46 ~ Vert(TL) -0.05 6-7 >999 360
~ WB 0.65 ~ Hocz(TL) -0.00 6 n/a n/a
. ~ (Matrlx)~ .~--~ Wind(LL) 0.04 __7'8 >696 360 Weigh*: 64,b
BRACING
BOT CHORD Rigio ceiling directly applied or 6-0-0 oc bracing.
Max Upiift6=-40300ad case 6), 8=-680(load case 6)
Max Grav6=949(Ioad case 1), 8=949(load case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/69. 243=-702/346 3-4=.111/50.4-5-=9/0.4,6=-t80/48. 2-8=-893/344
WEBS 3-7=-400/400. 3-6=*758/486.2-7=-216/618
NOTES
1 Wind: ASCE 7-98 90mpb; h=34ft; TCDL=6.0psf; BCDL--6.0psf; Ca~ego~ B; Exp B; encJosed; MWFRS gable end zone: cantilever left and
dght exposed; end ver~cal left and dght exposed: Lumber DOL=1,33 p ate grip DOL=1.33,
2 ~)Co~L= 1~1S5C~ EETx~9 ~; ~u~l~ 5~( Psf roof hve ,Bad: LUraDer DOL=1,15 Plate DOL=1,15); Pr=B5.0 psf (,at roof snow: Lumper DOL=1.15 Plate% .
3) This tr~ss has been designe~ for 1.00 times flat roof ,Bad Of 25.0 psf on overhangs non-concurrent w'th otfler "Ye 'Bads- ~ ~.
u at 7-0-7 and2241bdow~and1071bupat 7-0.7o~boftomchord. Thedesign/selectionofsuchspecialconnecBonde¥ice($)isthe ~ ..;~.~
7)lntheL~AD~ASE(S)secti~n~l~adsa~p~iedt~thefaceOfthetrussaren~tedasfmnt(F~orback(B~ = ~ No, ]9900415
LOAD CASE(S)Standard ~. · t.
1) Snow: Lumbe£ increase=l.15. Plata Increase=l.15 ~-.o~ STATE OF
Concentrated Loads lib) /// -~G,/ONA~_~.I~
Marc_h 22,2005_
HJ2 MONO "[RUSS
TALL AND HOUSE LUMBER CO.. WESTFIELD ~N. 46074
Lawrence & Reckel Residence Rf Tm/J502 ~
Job Reference (opt~ona~ ~
Scale = 1:46 1
Plate Olfsets~Y}: .~
I~G pst) SPACING 2-0-0 CSl
TCLL 25.0 Pates hcrease 1,15 TC 0.59
TCDL 15.0 Lumber ncmase 1 15 BC 0.21
BCLL 0.0 Rep Stress Incr NO WB 0.89
~ii 15.0 atrix)
LUMBER
TOP CHORD 2X4 SYP ~o.2
DOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No,3
I Ver~(TL) -0,04 7-8 >999 360 ~
I Horz(TL) 0.00 6 n/a hie
/
L-- Wthd(LL) 0.02 6'7 >999 36~ .~ Weight: 70 lb
REACTIONS ([h/s~ze) 6=1045/0-3-8, 8=1478/0-7-12 Max Horz 8=248(tead case 5)
Max Uptif~=-337([oad case 6). 8=-267(Ioad case 6)
FORCES (lb) - Maximum ComDressiorJMaximum Tension
TOP CHORD t-2=0/69, 2-3=-775/170, 3-4=-98/55, 4-5=-9/0, 4-6=-175/46, 2-8=-1049/218
WEBS 3-7=~1961647. 3-6=-948/g77, 2-7=-66/715
NOTES
1 ) W~nd: ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6.0psf; Category l I; Exp B: encfosed: MWFRS ga=la end zone; can,[ever reft and
dght exposed; end vertical left and dght exposed; Lumber OOL=1.33 plate gdp DOLe1
2) TCLL; A$CE 7-98:Pr"=25.0 psf (roof ive Icad: Lumber DOLe1.15 Plate DOLe1.15); Pr=25,0 psf (fiat rcof snow: Lumber DOLe1.15 Pla~e
DOLe1.15); Exp B; Fully Exp.
3) This truss has been designed for 1.00 times fiat roof Icad of 25,0 psf on overhangs no~-cohcurrent Wt~ ot~er live loads,
4) This truss has been designed for a 10,0 psf bottom chord live Icad nonconcun-ent with any other live loads.
5) Provide mechanical connection (by others) of truss to tieadng plate capable of withstandihg 337 lb uplift at joint 6 and 267 fo uplift at joint
6) Special hanger(s) or other connection device(s) shall be provided sufficient to .~uppo~t concentrated Icad{s) 2391b down and 7 lID up at
1~-9.2Sglb dow~ and 711b up at 1-4~9, 1361b down and 1391b up at 7-0,7, 1361b down ehd 139}b up at 7-0-7, and 301~b down and 221b
responsibilityUP at 4-2-8, andof others.3011b down3 and 221b up at 4-2-8 on bottom chord. The design/selection of such special connection device(s) is the
7) In the LOAD CASE{S) section, loads applied to the face of the truss are noted as fronl (F) or back (B).
LOAD CASE{S) Standard
1~ Snow: Lumber Increase=1.15. Plate fficrease= 1.15
Uniform Loads pi0
Verb I-2=-80. 2-4=~90.4-5=~80. 6-8=-30
Concentrated Loads (lb)
Verb 9=-477(F=-239, B=-23g)10=-603(F=-301. B=-301 ) 11=-273(F=-136, B=-136)
CO., WESTFIELD IN. 4607,
Plate Offsets (X,Y~.'.~:8~L~
SPACING CSl DEFL in (tac Fdeft L/d PLATES GRIP
TCLL 25,0 Plates increase 1.15 TC 0.38 Vert(LL) -0.00 5 >999 480 Mil20 197/144
TCDL 15.¢ Lumberlncrease 1.t5 BC 0.01 Vert(TL) -0.00 5 >999 360
BCLL O.C Rep Stress Incr NO WS 0.07 HOr~(TL) -0.00 4 n/a nla
15.0 Code IBC2000/ANSI95 (Simplified) Wind(LL) 00C 5 .... 360 Weight: 21 lb
TOP CHORD 2 X ~- SYP NO.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X4 SPF No.3
BRACING
TOP CHORD Sheathed or 1-8-12 oc pudms, except end verticalS.
REACTIONS (lb/size) 5=242/0-3-ft, 4=79/0-3-8 Max Horz5=117(tead c. ese 5)
Max UoliftS=.83{taad case 4), 4=-t 67(load case 5)
Max GravS=242(Ioad case 1 ), 4=85(taad case 7)
FORCES 0b) - Max[mum Compression/Maximum Tension
TOP CHORD 1-2=0135, 2-3=-34/30, 3-4=-58/20, 2-5=-220/91
BOT CHORD 4-5=-97/64
WEBS 2-4=-761171
tN)OTES
W~nd ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6,0psf; Catego,ry ii; Exp B; enclosed; MWFRS gabte end zone; canblever left and
right exposed; end vertical [eft and right exposed; Lumber DOL=I 33 plate gdp DOL=l.33.
2)DOL=ITCLL: ASCE. t5); Exp7'98;B; P~=25,0Fufly Ex~PSf (roof live Gad: Lumber DOL=I .t5 Plate DOL=I .t5); Pf=25,0 psf (fie1 roof snow: Lumber DOL=1,15 Plate
3) This ~russ has been designed for 1,00 times fiat roof load of 25.0 psf on overhangs non.concurrent wtth ob~er I~ve Ioaas
4) This truss has been designed for a 10,0 psf boffom chord live Gad nonconcu rent w~h any other five taads
53 Provtde mechanical connection (by others) of truss to beanng plate capable of withstanding 83 lb uplift at jOll3t 9 and 167 lb uplift at joint 4
LOAD CASE(S) Stendara
HALL AND HOUSE LUMttER CO., WESTFIELD IN. 46074
Lawrence & Reckel Residence Rf Trs/J502
1804254~
BCLL 0.0 I Rep Stress ~ncr NO I VV8 0.07 Horz(TL)
PLATES GRIP
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOTCHORD 2XBSYPDSS
WEBS 2 X 4 SPF No.3
REACTIONS (lb/size) 5=242/0-3-8~ 4=79/0~3-8 Max Horz5=t 17(load case 5)
Max Uplift5=-83(foad case 4), 4=-~ 67(load case 5)
Max Grav5=242(~oad case 1), 4=85(10ad case 7)
FORCES (lb) - Maximum Compression/Maximum Tens[on
TOP CHORD 1-2=0/35, 2-3=-34/30, 3-4=-58/20, 2-5=-220191
SOT CHORD 4-5=-97/64
WEBS 2-4=-76/171
NOTES
1) Wind; ASC£ 7-98; 90mFh; h=34ff; TCDL=6.0psf; BCDL=6 0psf; Categor¢ Il Exp S enclosed; MWFRS gable ena zone can~lever left and
DOLe1.15) Exp B; Fu fy Exp, ~ ~ ~
3) This truss I~as bee~l designed for 1.00 times fiat mol load of 25.0 psf on overhangs non~concurreot with other live loads. ~ J~ ~ ~ ~ A ~
4)Th~strussh~sbeendes~gnedfora1~~~psfb~tt~mch~rd~ive~~~dn~nc~ncurrentwitha~y~therI~veI~ads~ ~.~¢~ /~ ~ A
LOAD CASE(S) Standard
~ -o ~ STATEOF ~,~' ~
TALL AND HOUSE LUMBER CO. WESTFIELD ~N, 46074
~te Offsets (X~ }.' [2:B-2-110-~
eft L/d
TCLL ~5~ ~ Plates increase t .15 ! 99 480
BC 0,01 I Vert(TL) -0,00 5 >999 360
I BCLL 0,0 ~ Rep Stress Incr NO ] WB 0.07 i HOrZ(TL) -0.00 4 ?la nla
BCDL 15 0 (Simplified) Wind(LL) 0.00 5 **** 360
PLATES GRIP
LUMBER
TOP CHORD 2 X 4 SYP No.2
,BT CHORD 2 X6 SYP DSS
WEBS 2 X 4 SPF No,3
Weight: 21 Ih
BRACING
TOP CHORD Sheathed or 1-8-12 oc punms, except end ve~cats
BOT CHORD Rigid ceiling directJy apphed or lC-0-0 oc bracing
REAC'I1ONS (lb/size) 9=242/0-3-8, 4=79/0-3-8 Max Horz 5=1170Bed case 5)
Max UpliftS=-83(Ioad case 4), 4=-167(Ioad case 5)
Max GravS=242(Ioad case 1), 4=85(Ioad case 7)
FOECE, (th). Maximum Compression/Maximum Tension
TOP CHORD 1-2=B/35, 2-3=-34/30, 3-4=-58/20, 2-5~220/91
BOT CHORO 4-5=-97/64
WEBS 2-4=-76117~
NOTES
..i,i : ..
_- ; :
- · No ~99004~5 t
...'. ==
~.-o ~ STATE OF ...' .~ ~
////~/2:?ONAL *O; ;*
~ March 22 2005
~[~iV~ MONO TRUSS
HALL AND HOUSE LUMBER CO.. WESTFIELD IN~ 46074
2x4t~
18042549
Job Reference~
6,100 s Sep 17 2004 M~ek Industries. Inc. Tue ~ ~:41:06 2005 Page
I DEFL ~n [ioc) I/deft Ud PLATES GRIP
TCLL 25.0 Pates ncrease 1.15 TC 0.38 I Vert LL) -0.00 5 >999 480 Mil20 ~97/144
TCDL 15 0 Lumber ncmase 1,15 BC 0.01 I Vert(TL) -0.00 5 >999 360
ECLL 0.0 Rep Stress Incr NO WB 0.07
. _
LUMBER BPi~ClNG
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathea o~ 1-8-12 oc purlins, except anti veracais
EOT CHORD 2 X 6 SYP DSS EOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.3
REAC3~ONS (lb/size) 5--242/0-3-8.4=79/0-3-8 Max Horz 5=117(loa(~ case 5)
Max Uplift5=,83(loed case 4), 4=-167(Ioaa case 5)
Max Grav5=242boed case 1 ), 4=85(Ioad case 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/35, 2,8=-34/30, 3 4=-58~20. 2-5~220/91
EOT CHORD 4-5=-97/64
WEBS 2-4=-76/171
NOTES
1) Wind; ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDE=6 0pof Category Exp B;
right exposed; end vertical taft and right exposed; Lumber DOL=1,33 p~ate grip DOL=I
2) TCLL: ASCE 7-98; P~=25.0 psf (mol live ~oad: Lumber DOL=1,15 Plate DOL=1.15); Pr=25.0 psf (fiat roof s~ow: Lumber DOL=I.I 5 Plate
T~uss Type
MONO SCISSOR
HALL AND HOUSE LUMBER CO.. WESTFIELD iN. 46074
2 JobR~e~
6.10S s Sep 17 2--004 MiTek Industries Inc. Tue Mar 22 09:41:06 2~
739 1~~
5x6 Mtl20~'
2
7.39
BCDL IS0 Code IBC20O0/ANSI95 ~plified) ~ W~d~L~) -{~00~..~-6 >999 360
PLATES GRIP
MIl20 ~97/144
Weight* 95 lb
TOP CHORD Sheamed or 6JJ*0 SC pumns, except end ver~icaJs
BOT CHORD Rigid ceding ~llreCay applied or 10-0-0 (3c bramng.
REACTIONS (Ih/size) 7=370/0-3-8, 5=486~'0-5-8 Max Herz7=172(Ioed case 6)
Max Upflff7=-22([oaa case 6). S=*78(loed ~ase 6)
~nn~fionshaveb~npmvdedtod~s~ibu~on~y~oadsnot~as(F)or(B),un~ess~the~eindi~t~. A~ J ~ ~
dghtexpo~d;endve.~ effendrghtex~sed LumberDOL=l.33~a~gdpOOL=~.33 ~ :~l"'.ll
LO~CASE(S) Standard ~ ~ '* - * ,~ ~
March 22 2005_
LOAD CASE(S) Standard
Trapezoidal Loads (plo
Ver~: 7=0~F=15, B=15)*tO-5=~206(F='88. B=-88)
Job Tress Type
ROOF-V2 MONO TRUSS
Ply Lawrence & Reckel Residence Rf Trs/J502
18042551
6.100 s Sap 17 2004 MiTek industries, inc. Tue Mar 22 09:41:06 2005 Page
4-10-10 9*9-5
3x4M~120~-
12 6
LOADING (pst) SPACING 2-8-8
TCLL 25.0 Plates Increase 1.15
TCDL 15.0 Luml3er Increase 1.15
BCLL 0.0 ReD Stress Incr NO
BCDL 15.0 Code ~BC2000/ANSI95
CSl
TC 0.77
BC 0.66
WB 0.72
(Matdx)
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SPF NO.2
WEBS 2 X 4 SPF ~o,3
REACTIONS (lb/size) 6=9t2/0-3.6. 8=936/g-7-12
Max Horz8=267(Ioad case 5)
Max dolift6=*536(Ioad case 5), 8=-1640(10ad case 6)
Max Grav6=912([oad case 1}, 8=936(Ioad case 2)
FORCES (lb) - Maximum CompressioWMaximum Tension
TOP CHORD 1-2=0/6g. 2-8=-855/408, 3-9=-154/68.4-8=-84/78,4-5=-9/0, 4-6=-251178.2-8=-862/442
BOT CHORD 8-10=-287/19,10-11=-287119 7-11=-287/t9.7-12=~33/436. S-12=-433/436
VVEBS 3-7=-833/229 3-8=-859/625, 2-7=-325/543
NOTES
1) W3nd ASCE 7-98; 90mph; 5=34ff; TCDL=6,0psf BCDL=6~0psf Catego~J ~ Exp B; enc~(~sed; MWFR5 gable end zone;
dght exposed; end verdcal effand tight exposed; Lumber DOL--1.33 plate grip COL=l,33.
2)TCLL ASCET-88 pr=250psf(roof ye oad Lumber DOL=I 15PateCOL=l 15) pr=25,0 psf 5at reef snow: LumberDOL=l.15 P~ate
DOL=1,15); Exp B; Fully EXp.
3) This truss has been design~cl for 1,00 times fiat roof load of 25.0 psf on overhangs non-concurrent with other live loads,
4 This truss has been designed for a 10.0 psf boffom chord live load nonconcurrent with any other live
5)Provdemechanca connecton(byothers oftruss obearingpaecapabeofwithstanding536ibupliftat o[nt6and 10401bupliffat
6 Specia~hanger(s~therc~n~ecti~ndevice(s)sha~bepr~idedsu~cientt~supp~rtc~cef1tratedi~ds)174~bd~w~a~d86~b~at
down and188 b ~p at 4~2-8 a~d 224 b down and157 b up at 7-8-7 on bettom chord ThedesgnlseecUonofsuchspecialconnection
device(s) is the responsibility of othem.
7) In the LOAD CASE(S) section, loads applied t~ the face of the truss are noted as front (F) or bac-,~ (B)
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1,15, Plate Increase=1,15
Uni[orm Loads pi0
Ver~: 1-2=-80~ 2-4=-80. 4-8=-80. 6-8=-30
Concentrated Loads
Verb 9=174(F) 10=-8(F=-4. B=4) 11=-228(F=~114, B=-114) 12=-224(B)
4.62
GRIP
March 22,200!
Chesten3eld. MC
MEek
~~-"---TmSS Type LaW~flCe & Recket Residence Rf Trs/JS02
18042553~1804255
ROOF-V2 MI0' MONO TRUSS .__
HALL AND HOUSE LUMBER CO,, WESTFIELD IN. 4607~--- 6.100 s Sep 17 2{304 MiTek Industries. Inc, Tue Mar 22 09:41:07 2005 Page
P~ate Offsets ~.0-~-~
LOADING(psf) SPACING 2-0-0 CSl ~ in [toc] Fdeft L/d
TCLL 25.0 Plates Increase 1,15 TC 0.44 I Ved,(LL) -0.00 6-7 >999 480
TCDL 15.0 ~umberincrease 1.15 BC 0.13 I Vert(TL) *0,01 6-7 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.17 [ Horz(TL) -0,00 5 n/a n/a
BCDL 15.0 Code IBC2000/ANSI95 L Wind(LL) 0.00 6 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
PLATES GRIP
TOP CHORD Sheathed or 5-0-o cc purlins, except enci vertmal..
BOT CHORD Rigid ceiling d[recsy appliea or t 0-0-0 cc bracing
~/EBS 1 Row at m~dpt 4-5
REACTIONS (lb/size) 5=353/0-3-8.7=472/0-3-8 Max Horz 7=241 (load case 5)
Max Uo]ift5=*121 (Icad case 5), 7=-16(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tenmon
TOP CHORD 1-2=0/33, 2-3=-129/32, 3-4=-82/92.4-5=-129/55.2*7=-424/35
BOTCHORD 6-7=-214/171,5-6=-1001130
WEBS 3-6=-74/84, 3-5=-207/125, 2,6=-58/161
NO*lES
1 Wind: ASCE 7-98 90mph; h=34ff; TCDL=6.0psf; SCDL~.0psf; Category ~[; Exp S; enclosed; MWFRS gable end zone: canalever left and
aght exposed; end vertical left and right exposed; Lumber DOEs1.33 plate gap OOL=1,33,
umber DOL=1.15 Plate DOL=I.15); Pf= 25.8 psf (fiat root snow: LumBer DOL='i,t 5 Plate
LOAD CASE(S) Standarc
T '"',~' ~"
= =-
14515 N. Outer Forty,
Suite ~300
Chest e~ield. MO 83017
Mffek'
ROOF*V2 MONO TRUSS
HALL AND HOUSE LUMBER CO., WESTF~ELD IN. 46074
8.00
LOAO NG pst)
TCLL 25.0
TCDL t5.0
BCLL 0.0
BCDL 15.0
TOP CHORD 2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
SPACING 2-0-0 ~-- cs~C~ I>/defi ~ PLATE8 GRIP
P~ateslncrease 1.15 I ~' 0.44 I ~;~(~L) -0.(~ v~.-~ 999 4 MIl20 1971144
Lumber~ncrease 1.15 I BC 0,14 ] Ve~Tl~) -0.01 5*6 >999 360
Rep Stress Incr YES I WB 0.18 I Horz(TL) -0.00 4 n/a n/a
Code IBC2000/ANSI95 I (Simplified) I W~nd(LL) 0.00 5 >999 360
REACTIONS (lb/size) 6=353/0-3-8.4=353/g-3-8 Max Horz6=228(~oad case 5)
Max UDlift6=*21([oad case 4), 4=-114(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD t-2=-120/36.2-3=-78/92.3-4=111/52. '~-6=-299/43
BDT CHORD 5-6=-2011183. 4-5=-88/126
14515 N, Outer FOrty
Suite ~00
Chester~ld~ MO 63017
8{~0 [~'~' Sx6 MII20~
SI DEFL ~ (loc) I/deft L/d
TCLL 250 Plates Increase 1.~5 I ~TC 0.80 Vert(LL) -0.01 7 >999 480
1.15 ! i BC 0.08 Vert(TL)~ -0.02 6-7 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL, -0.00 6 n/a n/a
BCDL 15,0 Code IBC2O00/ANS195~ Simplified) Wind(LL) 0,01 7 >899 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
PLATES
Weight: 72 lb
TOP CHORD Sheathed or 6-0-0 oc purlins, excep; end vemcals.
GRIP
REACTIONS (lb/size) 6=489/0-3-8, ft=655/0-5-8 Max Horz~=239(Ioed case 7~
Max Uofifi~=-181(ioad case 8) 9=-291 (load case 8)
Max Grav6=629(ioed case 3), 8=845(Ioad case 3)
FORCES (lb) - Maximum Compress[on/Maximum Tens[on
TOP CHORD 1-2=0/46 2-3=-236/~73, 3~4=-3331179, 4-5~ft5/93. 5~=-298/69, 2-9=-825/299
BOT CHORD 8-9=-213/16ft, 7-8=-252/182.6-7=-231/339
WEBS 3-8=-364/82.3~7=-141/352, 4~7=-166/18, 4*6=-422/279, 2-8=-264/498
NOTES
I Wind: ASCE 7-98 90mph h=34ft; TCDL=6.0psf; BCDL=6,0PSf; Category II; Exp B; enclosed; MWFRS gable end zone: cantileyer [eft ann
right exposed: end vertica~ left arid dght exposed; Lumber DOL=I 33 p ate gdp DOL=I 33
2) TCLL: ASCE 7-98 Pr=25.0 psf roof I ye teao t.umber DOL=3 15 Plate DOL=I .t5); Pf=25,0 psf (fiat roof snow: Lumber DOL=I 15 Plate
DOL=1.15); Bxp B; Fully Exp.
3) Unba anced snow oads have been considered for this design
4) Th s t~uss has beenrda~n~ gned f°r 15) Provide adequata d ' age to preven 0~e~ 5atn~n°ftpo di g,
7) provide mechan ca connect on (by others of truss O bearing p ate capable of wJthstand[r~g 181 lb uptift at o[nt S a.d 291 lb uPl~ at joint
1-3-12 end49~bdownand179bu at 3~3-12onbobemchord Thedesgn/seec onofsuchspec~alconnectionde~ce(s ~sthe
responsibility of others.
LOAD CASE(S) Standard
I) Snow Lumber Increase=l.15. P~ate Increase=1.15
Un~orrn Loads (pff)
_ March 22_ 2005
CO., WESTFIELD IN. 46074
LOAD CASE S) Stanaarc
Concentrated Loads (lb)
Ver~: 8~49(F) 7=-49(F}
Lawrence & Reckel Residence Rf TrS/JS02 ~
8042551804255
6.100 s Sep 17 2004 MiTek Industdes Inc. Tue Mar 22 09:41:08 2005 Pag~ 2
8.00 ~ 3 4
PLATES GRIP
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BeT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF NO.3
Weight: 71 lb
BRACING
TOP CHORD Shea~ed or 6-0-o oc pudins, except end verticals.
SOT CHORD Rigid ceiling direc'fly applied or 10-0-(3 oc bracing
WEBS I Row at midpt 5-6
REACTIONS (lb/size) 6=463/0-3-8.9=582/0-5-8 Max Horzg=241(Ioad case 7)
Max Upliff6=-90(Ioa~ case 8), 9=-24(~oaci case 8)
Max Grav6=604(lead case 3), 9=772(Ioad case
FORCES (lb) - Maximum Compression/Maximum Tenmon
TOP CHORD 1-2=0/46, 2-3=-277/48, 3~4=-229/54, 4-5=-82/92, 5-6=-185/55, 2-9=.722144
BeT CHORD 8-9=-214/171.7-8=-1 t7/226.6-7=-78/227
WEBS 3-8=-145/64.3-7=-BI/113.4-7=-76/124.4-6=-432/114.2-8=~50/319
DOL=I AS); Exp B; Fully Exp,
4)This truss has been designed for 1.00 times flat roof load of 25,0 @sf on eve hangs non~3oncurmn wit~ other live loads
6)Th s truss has been desig"ed f~r a1~ psf b~tt~m ~;h~rd ~ive ~d n~nc~ncurrentwith any ~ther [ve i~ds~
HALL AND HOUSE LUMBER CO,, WESTFIELD IN, 46074
Job Reference_~.
6,100 s Sep 17 2004 MiTek Indusbies Inc. Tue Mar 22 09:41:08 2005 Pa
8.00)12
LOADING(pst} SPACING 2-0-0 c ~/defl L/d PLATES GRIP
TCLL 25.0 Plateslncrease 115 I TC 0.t8 I Vert(LL) -0,00 5-6 >999 480 Mil20 197/144
TCDL t5.0 Lumber ncrease 1.15 I BC 0.17 I Vert(TL) -0,01 6-7 >999 360
BCLL 0.0 Re0 Stress thcr YES I WB 0.12 I Ho~z(TL) -0.00 5 n/a n/a
BCDL 15+0 Code tBC2000/ANSI95 J (SimphTiedt ~ Wi~d(LL) 0.00 6 >999 360 Weight: 42 lb
LUMRER BRACING
TOP CHORD 2 X 4 SYP Ne 2 TOP CHORD Sheathed or 6-0-00C pudins, except eno verticals
BDT CHORD 2 X 4 SYP NO.2 BDT CHORD Rig~i cell rig d[mCiJy apptied or 10-C~0 DC brac~pg
WEBS 2 X 4 SPF No.3
REACTIONS(lb/size) 7=487/0-5-8, 5=369/0-3-9
Max Horz7=226(Ioad case 6)
FORCES (lb ~ Maximum Compression/Maximum Tension
TOP CHORD 2-7=~437/113 1-2=0/33, 2-3=-317/59.3-4=-43/4
BOTCHORD 6-7=-248/21 5.6=-187/317
WEBS 3-6=-84/34. 4-5='134/57. 2-6=0/264. 3-5=-2641t56
1 ) Unbalanced roof live loads have ]3een considered for this aeslgn
2)V~nd ASCE 7-98; 90mph; h=34ft; TCDL=6,0psf BCDL=6,0psf Category Il; Exp B; enctosed: MWFRS game end zoo)e; canalever left and
right exposed; end veracal left and right exposed: Lumber DOLe1,33 plate grip DOL=I ~33
4) Th s truss has been designed for 1.00 times fiat mol toad of 25.0 pof on overhangs non-concurrent with other live loads,
5} Th s truss has been designed f~r a 10.0 psf bottom chord I ye load nonconcurrent with any obqer live Ioeds,
6) Bearing at joiof(s) 7 cons ders parallel to grain value using ANSIFFPI 1 angle to grain formula, Building designer shou[d verify capacity
connection others) of truss to beadng plate capable of withstanding 146 lb uplift at joint 5,
7)
8) Beveled p~ato or shim required to provide full bearing surface wiJh truss chord at joint(s) 5.
LOAD CASE(S) Standard
Job ~M4 ~ TmsSType
01 1MONO TRUSS
HALL AND HOUSE LUMBER CO.. WESTFIELD iN. 46074
5x6 MII20~
(lOC /deft L/d PLATES GRIP
6-7 >999 480 Mil20 197/144
6-7 >999 360
5 n/a n/a
~)ECDL 15,0 I Wind(LL)Wind(LL) 0~300.00 6 >999._ _ 360 Weight: 61 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOt: CHORD Sheathed or 6-0-0 oc purlins, except end vedJcals.
BOT CHORD 2 X 4 SYP No.2 gOT CHORD Rigki ceiling directly appllea or 10-0-0 oc bracing
WEBS 2 × 4 SPF NO.3 WEBS I Row at mldpt 3-5
REACTIONS (lb/size) 7=48410-3-8. 5=506/0-7.12 Max Horz7=258(load case 5)
Max UpliftS=.Bg(ioad case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-7=-417/3, 1-2=-236/23, 2-3=-g9/105. 3-4=-6/0.3-5=-185/69
BOT CHORD 6-7=-237/200, 5-6=-99/197
NOTES
1) W~nd: ^SCE 7-98; 90mph; h=34ft; TCDL=6.0psf; ECDL=6.0psf Category Il; Exp B; enctosed; MWFRS gable ena zone: cantitever left ana
right exposed end ver~al left and right exposed; Lumber OOL=1.33 p~ata grip OOL=1.33.
2 TCLL: ASCE 7-98:pr=25.0 psf (roof I[~e load: Lumber OOL=1.15 Plata DOL=I,15); Pr=25.0 psf (fiat roof snow: Lumber DOL=1.15 P~ata
OOL=1.t 5); Exp B; Fully Exp.
3) This truss has been (tes~[]ned for a 10,0 psf bob[om chota live oad nonconcur~em w~m any other live Ioa(is,
4) Provide mechanmal connection (by others) of truss to aear~ng p~ata capable of withstanding 98 ~b uplift at jo,hr 5
LOADCASE(S) Standa~
Lawrence & Reckel Residence Rf Tm/J502
6.1C0 s Seo 17 2004 MiTek Industries Ira:. Tue Mar 22 09:41 :Og 2005 Pag~ '
8.00 ~2
3x6 M
6 5 4
3-5-5 3~9,6
LOADING(psf) SPACING 2-0-0 l'--~ ['--DEFL in (loc) J/deft L/d PLATES GRIP
TCLL 25,0 Ptates Increase 1,15 I TC 0.40 I Vert(LL) -0.0t 4-5 >999 480 MIl20 197/144
TCDL 15.0 Lumber~rtcrease 1.15 I BC 0/16 I VeF[(TL) -0.01 4-5 >999 360
BCLL 0,0 Rep Stress Incr YES I WB 0,17 ~Horz(TL) -0.00 4 n/a n/a
BCDL 15.0 2000/ANSI95 99 360 Weight: 50 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 -OP CHORD Sheathed or 6-0-0 oc pu~ms, except end verticals
SOT CHORD 2 X4 SYP No,2 SOT CHORD Rigid ceiling directly applted or 10-0-0 oc bracing.
WEBS 2 X4 SPF No.3 WEBS 1 Row at mldpt 3~4
NOTES
)Wind ASCE7-98;90mph;h=34ff;TCDL=6,0psf;BCDL=6.0psf;Catego~yl ExpB;endosed:MWFRSgableen<~zone;cantileverleffand
LOAD CASE(S) Standard
~OOF-V2
HALL AND HOUSE LUMBER CO,. WESTFIELD N, 46074
aoo ~
LOADING(psf) SPACNG2- 6 OB L ioc
TCLL 25.0 Plates Increase 1.15 I TC 0.43 [ Ver~LL) -0 03 4-5 >999 480
TCDL 15 0 Lumberlncmase 1,15 ~ BC 0.28 [ Ved(TL) -0.08 ~5 >764 360
BCLL 0.0 Rep ~ess Incr YES [ WB 0,06
~ BCDL 15.0 Code IBC20O0/ANSI95 ) (Simplified) [ ~nd(LL) 0.00 5 ** 360
PLATES GRIP
LUMBER BRAC~G
TOP CHORD 2X4SYP No.2 TOP CHORD
BOTCHORD 2X4SYPN~2 BOTCHORC
WEBS 2X4SPF No.3
Weight: 34 lb
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (l~Ys)ze) 5=389/0-3-8 4=27110-3-8 Max Horz 5=186(Ioad case 5)
Max Upliff5=-l~ 0oad case 4). 4=-95(~oad case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/33.2-3=-80/73.3-4=-197/60.2-5=-316/41
BOT CHORD 4-5=-168/129
WEBS 2-4=-80/146
NOTES
1) Wind: ASCE 7-98; 90mph; h=34ft; TCDL=6.0psf; BCDL=6.0psf; Category ~1; Exp B; enclosed; MWFRS gable end zone: can,[ever toff and
right exposed: end vest,cai Ieft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; P~=25.0 p~f (roof live load: Lamber DOL=1.15 Plate DOL=I.I 5); PI=25.0 psi (fiat roof snow: Lumber DOL= 1.15 Plat~
DOL=1.15); Exp B; Fully Exp.' "~
3) This truss has peen deslgnerJ for~ 00 times fiat fl3of load of 25.0 psi on ovemangs ~on-concurrent with ~the~ I~ve loadS. \f 1
4)Thistrusshasbeendes~gnedf~ra1~psfbett~mch~rdIive[~adn~nc~ncurrent~ith~ny~ther~i`~ei~ads. V~ / ~ ~ ~
· '~,..-... _ ...,~ ~
Mar_ch 22.2005J
01ss C --"~TFa ss~l MONo~Pe
TRUSS
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
6,00
2x4 MIl20 ri
3
Plaths thcrease 1~15
Lumber Increase 1.15
LUMBER
TOP CHORD 2 X 4 SYP ~o.2
BOT CHORD 2 X 4 SYP No,2
WEBS 2 X4 SPF No,3
DEFL in (loc) Idefl L/d PLATES GRIP
I TC 0.18 i Vert(LL) -0.O0 4-5 >899 480 MIl20 197/144
I BC 0,10 I Vert(TL) -0.01 4-5 >999 360
I WB 0.05 ] Ho~z(TL) -0,00 4 n/a n/a
~ (Simplified) _.. I W'md(LL)___0.00 5 .... 360 Weight: 24 lb
BRACING
TOP CHORD Sheathed or 3-2-10 oc purhns, excep~ eh= vemcals.
BOT CHORD Ri§id cel6RS ;imcuy applle= or 10-0-0 oc bracing,
NO~ES
1] Wind; ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6.0psf; Catego~/II; Exp B; enclosed: MWFRS gable ena zone: can61ever left and
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wP~h any other live Ioads~ \ /
March 22 2005
MITek'
~ [ype
ROOF-V2 MONO TRUSS
'~-AL L AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Lawrence & Rec~el Resktence Rf Tm/JS02
18042562
5.100 s Se~ 17 2004 MiTek InduStries. Inc. Tue Mar22 09:41:09 2005 Pag~
2x4 MIl20
Sca~e = 1:177
plate OfP~ete ~~
LOADING (pst) SPACING 2-0-0 CS
TCLL 25.0 Plates ncrease 1,15 TC 0,18
TCDL 15.0 Lumberlncmase 1 15 BC 0.02
BCLL 0.0 Rep Stress Incr YES WB 0.06
BCDL 15.0 Code IBC2000/ANSI95 {Simplified)
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
0sc) i/deft L/d PLATES GRIP
Vert(LL) -0.00 5 >599 480 Mil20 197/144
Veri(TL) -0.00 5 >999 360
Horz(TL) -0.00 4 ,?.a. n/a
BRACING
TOP CHORD Sheathed or 1-2-10 oc purlins, except en(l vertica~s,
BOT CHORD Rigid ceiling mrecuy applied or 10-0-0 SC Dramng.
REACTIONS (lb/size) 5=169/0-3-8, 4=51/o~3-8 Max Horz 5=-98(Ioad case 4)
Max Up~Jfi5=*125(loed case 4), 4=d73(Ioad case
Max GravS=176(Ioad case 5), 4=149(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1~2=0/33, 2-3=~31/37, 3-4=-37/20.2-5=-171/130
BOT CHORD 4-5=-80/74
WEBS 2~4=-124/170
NOTES
3~ Wind: ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6.0psf; Category I; Exp B; encJosed; MWFRS gable end zone canb~ever reft and
right exposed; end vertical left and right expose~; Lumber DOL=I.33 plate grip DOL=1.33.
LOAD CASE(S) Sten(tem
= _=
_ Mrch 22 2005
M ek'
ROOF-V2 ~PPGY~ ~P~GGYBAC6
HALL AND HOUSE LUMBER CO,. WESTFIELD IN. 46074
Sx6 MIl20
SPACING 2-0-0 CBI
TCLL 25.0 Plates increase 1.15 TC 0.82
TCDL 15.0 Lumber Increase 1.15 BC 0.82
BCLL 0.0 Re~ Stress Incr YES WB 0.16
BCDL 15.0 Code IBC2000/ANSI95 (Matdx)
LUMBER
2 X 4 SYP No.2
BDT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
Vert(LL)DEFL __0,1t 2-6 >999 480
'0.20 2-6 >705 360
Ved(TL) i
HO~Z(TL) 0.09 5 n/a n/a
Wind(LL) 0 05 2-6 >999 360
BRACING
TOP CHORD Sheamed or 5-5-11 DC put,ns.
BDT CHORD R/gM ceiJing atmcw applied or 10-0-0 DC bracing
;LATES GRIP
Weight: 40 lb
REACTIONS (lb/size) ~=633/0.3~8, 5=633/0-3-8
1 ) Unbalanced roof live loads have been considered for this design.
V~nd: ASCE 7-96; 90mph; h=34ff; TC DL--6.0psf; BCOL=6.0psf; Category ~; Exp B; enclosed: MVVFRS gable end zone; cantilever left an(]
vert ca eft and right exposed; Lumbe[ DOL=1.33 plate gdp DOL=t
pr=25 0 psf (roof ve Dad: Lumber DOL=1.15 Plate DOL=l.15 Pr=25.0 psf (fla roof snow: Lumber DOE=l.15 plate ~./
5) Eeedng at o nt(s) 1 5 consders para e togra n va ue us ng ANS/TP 1 ang e to gra n formu a Building designer should ve/fy capacity
OAO ASE,S,S,n,,, ..,?
IlllltJlltttt'~t'~'
...... March~
~ALL AND HOUSE LUMBER CO.. WESTFIELD IN, 46074
Lawrence & Reckei Residence Rt TrS/J502
6,100 s Se~ 17 2(304 MiTek Industries. Inc. Tue ~lar 22 09:41:10 2005 Pa
soo ~
TCLL 25.0 Plates increase 1,15 ___ TC 0.62
TCDL 150 iii~O~^HiiiLumberlnc~ase 1.15 8C 0,16
SCLL 0.0 Rep Stress lncr YES WS 0.10
BCDL 15.0 Code [BC2060/ANSI95 )
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SPF No.3
loc [/deft L/d PLATES GRIP
Vert(LL) n/a - n/a 999 ~ MIl20 1971144
Vert(TL) n/a - n/a 999
Weight: 40
BRACING
TOP CHORD Sheathed or 6-0-0 oc Dunms.
SOT CHORD Rig~a ceiling direly apo.ed or 10,0-0 oc bracing
Max Horz 1 =9000ed case 71
Max Uplift1 =-518(load case 3), 5=-518(Ioad case 4), 2=-149(load case 8), 4=-130(10ae case 9)
Max Gravl=~ 18(toact case 8), 5=66(Ioad case 9). 2=1011 (load case 3), 4=1Ol1(Ioad case 4), 6=492(Ioad case 1)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-130/293_ 2-3=~252/72.3-4=,252J72 4-5=-43/293
SOT CHORD 2-6=-16/73, 4~i=-16/75
WEBS 3-6---322/43
NOTES
I ) Unbalanced roof live ]0ads have been considered for this design.
2W~nd; ASCE 7,68; 90mph; h=34ff; TCDL=6.0psf; BCDL=6,0psf; Categoly ft; Exp B; enclosed; MWFRS gable eh(3 zone; cantilever [eft and
right exposed; end vertical ~eff and ight exposed; Lumber DOL=t.33 p~ate grip DOL=I
3)Tn~ssdesgnedforwnd oads nthepaneof he r~ssony For studs exposed tO W nd norma tothefac~ seeMiTek"Standard Gable
5) Unba anced snow Ioeqs have been considered for this design.
7) Gab e requires continuous bottom chord beadng
1t ~ Gap between ~nside ~f t~p ch~rd beadng and first diag~na[ ~r vertica~ web sha~~ n~t exceed ~~50~in
LOAD CASE(S)Standar(~
.. March 22~.2005
iTek"'
ROOF-V2
~ALL AND HOUSE LUMBER CO, WESTFiELD IN. 46074
8-1-7
Lawrence & Reckel Residence Rf Tfs/JS02
Job R e fe r e n ce om~!~n al~.
6.100 s Sep 17 2004 MiTek Indust~es, Inc, T ue Mar 22 09:41:10 2005 Pag~ ~
Scale = 1:26.7
2x4 MIl20
3
2x4 MIl20
5
2x4 Mtl2C
LOADING (pst) SPACING 2-0-0
TCLL 25.0 Plates increase 1.15
TCDL 15.0 Lumber Increase 1.1~
SCLL 0.0 Rep Stress Incr YES
BCDL '~5.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SPF No.3
CS DEFL in loc) Udeft
TC 0,29 Ve~(LL) n/a - n/a 999
BC 0.10
WB 0.10
PLATES GRIP
Vert(TL) Wa - n/a 999
HOrZ(TL) 0,O0 7 n/a n/a
Weight: 54 lb
BRACING
TOP CHORD Sheathed or 6-0~0 oc pu~lns
DOL=I,15); Exp S; Fully Exp,
5) Unbalanced snow loads have been considered for this desigr~,
7) Gab e requires continuous bottom chord bearing.
9) Provdemechanca connection by others) of russtobearidgpatecepab~eofwithstandng 331buptittat o[nt 1~33[bupliftatjoint7,241b
10) Beveled pla e or shm required to provide full bearing surface with truss chord at joint(s)
11) Gap between inside of top chord hearing and first diagonal or verkical web shaft not exceed 0.500in
LOAD CASE(S) Stanclard
March 22j
Tr~ss Type
COMMON
2x4 Mltg0 2x4 MIl20
6
Scale = 1:706
3x4 MII20'%
2x4 MIl20
3x8 MltgO ~ 3x4 MIl20
LOADING(pst) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP
TCLL 25.0 P[ateslncrease 1.15 TC 0,45 Veri(LL) -0.21 10~12 >999 4fi0 M1120 t97/144
Lumber Increase 1.15 BC 0,97 VedlTL) ~0.54 10-12 >562 360
0.0 Rep Stress Incr YES WB 0.63 Ho~z(TL) 0,03 9 n/a n/a
150 Code [BC2000/ANSI95 (Simplified) Wind(LL) 0.02 12 >999 360 Weight:1721b
LUMBER BRACING
TOPCHORD 2X4SYPNo,2 TOPCHORD Sheamedor4-11-11oc~udins exceotendve~cals.
BOT CHORD 2 X4 SYP No,2 BOT CHORD Rigid ceiting dlrecay applied or 9-10-2 cc bracln~
WEBS 2 X 4 SPF No.3 *Except* WEBS I Row at mldot 3-13, 7-9
5-12 2 X 4 SYP No.2 5-10 2 X 4 SYP No.2
REACTIONS ub/size) 13=1519/0~5-8,9=1400/0-5-8 Max Horz 13=305(load case 7;,
Max UpgR13=-70(taad case 8), 9=-27(Ioad case 9)
Max Gray13=1727t[oad case 3) 9=1559(Ioad case 41
FORCES (th). Maximum Compression/Maximum Tension
TOP CHORD 1~2=0/46. 2-3=~12/129. 3-4;-1217/95. 4-5=-1217/206 5-6---1217/196 6-7=-1217/89.7-8=-27/76, 2~13=-395/160
8-9=-227/82
BOTCHORD 12-13=-135/950, 11-12=-t4/786, 10.11=.14/786 9-10=0/950
NOTES
2) W~nd: ASCE 7-98; 90mph; h=34ff; TCOL=6 0psf; BCOL=6 0pof Ca ego~ II Exp B enclosed MWFRfi gabta ena zone cantilever left ano~
right exposed; end vertical left and right exposed Lumber DOL=1.33 plata grip DOL=I.33.
3) TCLL ASCE 7-98 Pr=25.0 psf roof live load: Lumber DOL=I 15 Plate DOL=1.15) Pf=25.0 psf (fiat mol snow; Lumber DOL=I.15 Plate ~/
DOL=I .t5); Exp B; Fully Exp. ¥/~
4) Unbalanced snow loads have been considered for this design. , .
5) This truss has been designed for 1.00 times flat roof load of 25.0 pof on overhangs non~concurrent wCh other hve loads, j~ % ~ _~'~%{{%t t I~1111111i1~,
6 Thstrussh~sbeendes~gnedf~ra1~psfb~tt~mcberd~ive~adn~nc~ncurrentwithany~ther~ivethads~~ ' , i~
7) Provide mechanical connection (by others)of t~uss to beadng plate capable of withstanding 7g lb uplift at joint 13 and 27 lb uplfit at joint 9
LOAD CASE(S) Standard
= .....
=_.% --
'9~ .... .. ~.~, .-.
March 22 2005
MiTek'
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
5
~ 2x4 Mil20
LOADING (psf) SPACING 2-0-6 CSI
TCLL 25.0 p ares ncrease 1 15 TC t 00
TCDL 15.0 Lumber thcmase 1.t5 BC 0.54
BCLL 0.0 RepStmsslncr YES WB 0.56
BCDL 15.0
LUMBER
TOP CHORD 2 X 4 SYP No.2 *Except*
1-3 2 X 4 SYP No.1
BDT CHORD 2 X4 SYP No.2
WEBS 2 X 4 SPF No.3 *Except"
5-12 2 X 4 SYP No.2. 5-10 2 X 4 SYP No.2.7-9 2 X 4 SYP No.2
DEFL in ()oc) I/deft L/d PLATES GRIP
VertLL) -6.11 1G-12 >ggg 480 Mil20 197/144
Vert(TL) -0.30 10-12 >999 360
Horz(TL) 0.01 9 rile nla
BRACING
BO*[ CHORD Rigid ceiling direcay applied or 6-0-6 Dc bracing
REACTIONS (lb/size) 13=1768/(3-5-8.9=1492/0-5-8 Max Horzl 3=319(~oad case 7]
Max Uplift13=-129(load case 8). 9=-68(load case 9)
Max Gray13=2055(Ioed case 3% 9=1717(Ioed case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOPCHORD t-2=0/64 2-3=-68207 3-4=~1353/95 4-5=-1300/232 5-6=-1379/251 6-7=-1439186.7-8=0193,2-14='56/0.7'9='15971110
BDT CHORD 13-t4=-78/40. 12-13=-275/350. 11.12=-15/722. t0~1t=-15/722. 9-10=0/197
WEBS 3-13=.1840/147.3-12=0/986.4-12=-786/237.5-12=-177~10 5-t0=-198/818.6-10=-807/243.7-10=0/843.2-13=~5/150
NOTES
1) Unbalanced roof live loads have been considered for this design. ~ ~
2) W3nd: ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6 0psf; Catagoq~ ; EXp B; enclosed; MWFRS gable end zone cantilever taft and [ /
right e~posed; end re,ca left and right exposed Lumber DOL=l.33 plate gdp DOL=I 33.
4) Unbata~ snPow ~oad~ hEXa P~ been considered for this design, ~'
5) This trUSS has been designed for 1.00 times fiat roof load of 25.0 psf on overhangs non-concunrent with other live loads. ' .%\~.~'~.~ ~ I ~
6) This truss has been des gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .~' ~"~.;~*~*-*.o
7 Provide mecbenica~ connection (by others) of truss to boadng plate capable of withstanding 129 lb upfiff at joint 13 and 68 lb uplift et joi~l ~ ...* ~:E~k S T ~'~< ~'~ ~'%
E i NO, 1990041,5
LOAD CASE(S) Standard -- .~
'0~ STATE OF
",,,,?,o.
March 2g 2005
14515 N Outer Fohy, j
M ek'
ROOF-V2 SPECIAL
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Lawrence & F{eckel Residence Rf Tm/J502 ~
LOADING(pst) I SPACING 2-0-0 CSIS DEFL PLATES GRIP
TCLL 25.0 Ptetesincrease 1.15 TC 0.93 Vert(LL) -0.11 1(~-1~ >999 480 I MIl20 1971144
TCDL 15.0 Lumber nc~ease I 15 SC 054 Ver~TL) -0,30 10-12 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.56 HorZ(TL) 0,01 9 n/a n/a
LUMBER-- BRACING
TOP CHORD 2 X 4 SYP No.1 "Except* TOP CHORD Sheathed or 4-0-12 cc DuMms. except end veraca]s.
3-5 2X4 SYP No.2 B-82X4 SYP DSS BOTCHORD Rigid ceiling direcuyapplied or6-0-0 oc bracing.
BOTCHORD 2X4SYPNo.2· 'NEBS ~ Rowatmido[ 4-12.6-10
WEBS 2 X 4 SPF No.3 *Except
5-12 2 X 4 9YP No.2.5--0 2 X 4 SYP No.2.7-9 2 X 4 SYP No.1
Max Horz13=31g(load case 7)
Max Up~iftl 3=-129({oad case 8), 9=-68(Ioad case 9)
Max Gray 13=2055(Ioed case 3), 9=1717(~oad case 4)
FORCES (lb) - ~aximum Compression/Maximum Tar, sion
WEBS 3-13=-1840/147, 3-12=0/986.4-12~785/237, 5-12=-177/709, 5-10=-198/8t8. 6-t0=-809/244.7-10=0/848, 2-13=~45/150
NOTES
1 ) U;lbalanced roof ~ive loads have bee~ considered f~r this (3eslgrt.
2) ~nd: ASCE 7-98; 90mph; h=34ff; TCDL=6 0ps; SCDL=6 0psf; Category ; Exp B enclosed MWFRS gabte end zone canMe~er lee end [~
dght exposed; ertd vertical left and right exposed L~mber DOL=1.33 plate grip DOL=t
3 TCLL ASCE7-98 Pr=25.0psf(roof ive oad:Lur~berDOL=l.15PlaeDOL=l.15;Pf=250psf fletroofsnow:LumberDOL=l.15Pate ~ ~
DOL=I 15; F..xp S; FUl y EXp, ~ [~ ~'t~
4) Unbalanced snow teeds have been considered for this design. J~ [.~"%t..
5)Ths usshasbeendesgnedforl00timesflatmof oadof250psfonoverhangs~on-~[~currentwthotherlve Beds - ..~.~.(~/~
6)ThIstrusshasbeendesIgnedf~ra1~`~sfb~tt~mch~rdhveI~adn~nc~nc[~re;tt~thany~ther veloeds. ~-. ~ .,.,*
7} provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 b up iff at joint 13 and 68 lb up,iff at joint ~ .~.. °~.~C~ S T E~?'~ ~..o
E .~ No,]ggo04]5
LOAD CASE(S) Standard
~. -O '.. STATE OF
~c~b _22 2OO5
14515 N. Outer
Suite
Chesterfield, MO 63017
MiTek'
Job Tress Type
REG2B PECIAL
HALL AND HOUSE LUMBER CO.. W~STFIELD iN. 46074
2x4 MIl20
8.00 1~ 2x4 MIl20
3 5
TCLL 25,0 Plateslncmase 1.15 [ TC 0.97 ~ Ve~t(LL) ~.10 9-11 >999 480 I MIl20 197/144
TCDL 15.0 Lumber~ncmase 1.15 I BC 0,59 ~ Ver~(TL) -026 9-11 >999 360 I
BCLL 0 0 Rep Stress Incr YES [ WB 0,59 [ Hoc~ TL 0,0t 8 ~/a n/a I
BCDL 15.0 ~ Code ISC2000/ANSI95 I (Matrix) ~ Wind(LL) 0.02 9-11 >999 360 I Weight: 170 lb
REACTIONS (Ib/s~ze) 12=1444/9-5-8.8=1515/9-5-8 Max Horz 12=-278([oad case 6)
Max Uplift12=-35(ioad ca~ 8), 8=~4(Ioad ~se 9)
Max Gmv12=1618(Ioad ~se 3), 8=I 727(Ioad ~se 4)
FORCES (lb) ~ M~imum Comgmssion/Maximum Tension
TOP CHORD 1-2=0/31 2-3=-1367/80 ~=-~4~/248.4~5=-1392/249, 5~1448/89, ~7=0193, 9-8=-1606/106
4) Unbalan~d sn~ oads have been ~nsider~ for th~s design. V~ ~ ~.~ ~
5)~is~sshasbe~designedf~1~mes~atm~f~ad~f25~psf~n~verh~ngsn~n~ncu~entwi~er~ive~ads` ~ ~/~ ~/ ~ V ~ ~ [
LOAD CASE(S) S~ndard ~ I ~.~[ST ~:~
. Mamh 22,2005
Trass Type
ROOF-V2 REG2C SPECIAL
HALL AND HOUSE LUMBER CO., WESTFIELD IN 46074
P ate
TCLL 25.0 Ptatas increase ) ~0.03 14-16 >999 480
TCDL 15.0 Lumber Increase ) -0~10 14-~6 >999 360
BCLL 0.0 Rep Stress thcr L) 0.01 13 n/a n/a
BCDL Code IBC2000/ANSI95~(.Matrix) ] __VVthd(LL) 0.02 14-16 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X4 SPF NO.3 *Except'
6-16 2 X 4 SYP No.2.6-14 2 X 4 SYP No.2
PLATES GRIP
TOP CHORD Sheazhed or 5-5-0 oc pudins, except end ve Rlcars.
EOT CHORD R~g= ceiling directly applied or 643-g oc bracing~
WEBS 1 Row at midpt 4-t7, 5416, 7-14, 8-13
REACTIONS {lb/size) 17=1729/0-5-8. 13=1849/0-5-5 Max Ho~z 17=299110ad case 7)
Max Upfiftl7=-128(load case 8L 13=-473110ed case 9)
Max Gray 17=20331~oad case 3), t3=21510oad case 4)
FORCES (lb) -Maximum Compression/Maximum Tensmn
TOP CHORD 1-2=0164- 2-3=-64/231. 3-4=-761288- 4-5=-1160/93. 5~=~1195/200. 6-7='l~73j201. 7"8=-~138/92. 8-9=-64/334
BOTCHORD 17-18=-43/34,1647=418/745, 15-~6=0/692, 14-15=0/692 14-1g=0/706 13~19=0/7~6,13-20=-66/39 12-20=-66/39
8-13=-1598/33.9-13=-388/101.2-17=-166/113. 10-13=-140/135
NOTES
1) Unbalanced roof live loads l~ave been considered for this design.
2)W~nd ASCE7-93;90mph;h=34ff TCDL=6.Bpsf;BCDL--6.0psf CatagoP/I ExpB;enciesed MWFRSgabieeed7.one;cantilever~eftand
dght exposed; end vertical left and right exposed; [.umber DOL=1.33 p~ata grip DOL=l.33.
4) Unbalanced snow loads have been considered for this design.
5 Thstrusshasbeendesgnedforl 00fimesflatroof oadof250psfonoverhangsnen*co~cuffentwthofherliveloads. ~'
6) This truss has been des gned for a 10,0 psf bottom chord five Ioed nonconcurmnt with any otber bye loads.
7)P~ovdemechanca connector~(byothers)oftruss oheefingpatacapabeofwithstandng 128 buplifta oint 17and4731bupliffat oint
13,
8) Special hanger(s) or other connection bevice(s) shall be provided sufficient to support concentrated load(s) 4gib dowfl and 1791b
26-5-9, and 4gib down and 1791b up at 28-5-9 on bottom chord. The design/seiectien of such special connection device(s) is the
responsibility of others~ .
g) n the LOAD CASE(S) section, loads appfled to the face of the truss are noted as fro~t IF) or beck (B)
· -' ',-'
LOAD CASE(S) Standard
LUMBER CO., WESTFIELD IN. 46074
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1,15. Ptate ~ncrease=1,15
Unifoml Loads (pit)
Concentrated Loads
Vert: 19=-49{F) 20=-49(F)
----~~' ~ Lawcence & Reckel Residence Rf Tm/J502 18042570
& Reckel Residence Rf Trs/JS02
18042571
ROOF-V2 REG2D SPECIAL
IALL AND HOUSE LUMBER CO,. WESTFIELD IN. 4tl074
Job Reference ~
6. t00 s Sap 17 2004 MiTek Industries, Inc. Tue Mar 22 09:41:12 2005 Pag~ I
5.00 ~ 5x~ MII20~' ~
2x4 MIl20
§
2x4 MIl20 3x4 M 120~ 3xtl MIl20= 3x4 Mil20 ::- 3x8 MIl20 ~ 3x4 MIl202x4 Mil2(
PLATES GRIP
Weight: 194 lb
TOP CHORD Sheathed or 4-9-2 oc pudms, except end verticals.
SOT CHORD Rigid ceiliflg directly applied or 6-0-0 oc bracing
WEBS I Row at mlQpt 4-14 6-12
REACTIONS (lb/size) 15=1730/0.5-B. 1'i=1750/C~5-8 Max Horz 15=302toad case 7)
Max Uplift15=-128(taad case 8), 1 l=-129(taad case 9)
Max Gray 15=2029(10ed case 3}, 11 =2048(Ioad case 4)
FORCES lb) ~ Maximum Compmssidn/Maximum Tension
8-10=H0/97
NOTES
1) Unbalanced roof r ye oeds have been considered for this des~gm
2) W~nd: ASCE 7-98; 90mph; h=34ff; TCDL=6,0psf; BCDL=6.0psf; Catego~/II; Exp B; enclosed; MWFRS gable end zone; cantilever left
right exposed; end vertical fee and right exposed; Lumber DOL=1,33 plata grip DOL=1.33.
3) TCLL: ASCE 7-98; Pr=25.0 psf (roof live load: Lumber DOL=1,15 Plate DOL=I ,'i5); Pr=25,0 psf (fiat roof snow: Lumber DOL=%15 Plata
DOL=t,15); Exp B; Fully Exp.
4 Unbatanced snow Ioacta ~ave bee~ considered for this design,
5) This truss has been designed for 1.00 times fiat roof load of 25,0 psf on overhangs nomconcurrent with other live Ioaos
6) This truss has been designed for e 10,0 psf bottom chord live load nonconcurrent w~th any other five loads
7) Provide mechanical connectiofl (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 15 and 129 lb upl'ff at 'o'nt
LOAD CASE(S) Standard
~ 1'fa ss Type
ROOF.V2
HALL AND HOUSE LUMBER CO.. WESTFIELD tN, 46474
Lawrence & Reckel Residence Rf Trs/J502
Job Reference. o flonaJ~
5x6 MIl20~.
PLATES GRIP
-0,15 1~-1~ >999 480 Mil20 197/144
-0.41 11-12 >983 360 I
o.o4 ~ ~/a n/a I
~mplified) I W1nd(LL) 0~)2 12 >999 360 I Weight: 216 lb
~LUMBER ~BRA NG
TOP CHORD 2 X 4 SYP No.~ TOP CHORD Sheamed or 3-0-9 oc ourlins, excem ena vert~ca;s,
SOT CHORD 2 X 4 SYP DSS *Except* BOT CHORD R gid Cel6ng {ilrectiy appJtad or 9-7-14 cc bracing.
11-12 2 X6 SPF NO.2 WEBS 1 Row at midpt 3-12. 5-12.5-11.7-11
VVEBS 2 X4 SPF No.3 *Except*
5-12 2 X 4 SYP No.2.5-11 2 X4 SYP No.2
REACTIONS (lb/size) 14=1959/0-5-8, 9=1840 ~-5-8 Max Horz14=275(Joad case 7)
Max Uplift14=-53(load case 8), fi=-9(Ioad case 9)
Max Gray14=2419(load case 3). 9=2251{Ioad case
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD t-2=0/46 2-3=-2009/41 3-4=-2001/72 4-5=-t670/117, 5-6=-1670/1 lC 6~7=-2000/64, 7-8=-2009/25. 2-14=-2337/86,
8-9=-2169/42
2-13=0/1829 8-10=0/1829
NOTES
1 ) Unb~danced roof live oads have been considered for this desigm
2) Wind ASCE 7-98 9fimph h=34ft; TCDL=6 0psf BCDL=6.0psf Catego~/g; Exp B enclosed; MWFRS gable end zone; can61ever left and
right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate gdp DOL=I
3) TCLL: ASCE 7-98; Pr=25,0 psf (roof 6ye load: Lumber DOL=I.15 Ptate DOL=I,15); Pr=2&0 psf (fiat roof snow: Lumber DOL=I,t 5 P~ate
DOL=1.15); Exp B; Fully Exp.
4) Unbalanced snow loads have been considered for this ~es[gn.
5) This truss has been des gned tot 1,00 mas fiat roof toad of 25,0 psf on overhangs non-concurrent w~th other live loafs.
6) Provide adequate drainage to prevent Water ponding.
7) Th s truss has been designed for a 10.0 psf bottom chord ye Bad nonconcurrent with any other ~ive toad&
8~ Pr~vibe mechan~ca~ c~nnecti~n (by others) ~f truss t~ bear[ng p~ata capabie ~f withstanding 53 to up~ift at j~int14 and 9 ib ~p~ft at j~int 9
LOAD CASE(S) Standard
No. 19900415
, STATE OF
ROOF-V2 HiP
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Type
Lawrence& ReckelResidence RfTrs/JS02 ~
~804257257~
SCale = 1:754
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 10 SYP DSS
WEBS 2 X 4 SYP NO.2 *Except'
2-162 X 4 SPF No.3, 2-152 X 4 SPF No.36-122 X4 SPF No.3
t-172 X 4 SPF No,3. 6-I02 X 8 SYP No.2
BRACING
TOPCHORD
BOTCHORD
PLATES GRIP
Mil20 197/144
M~H6 174/126
Weig hr: 1022 lb
REACTIONS (~b/size) 17=6881/~-5-12.9=13187/0.6-12 Max Hotz 17=-255(Ioad case 0)
Max Uplift17=-59B(Ioad case 7), 9=.1309(Ioad case 6)
Max Grav17=8836(Ioad case 3), 9=17036(~oad case 4)
FORCES (Ih) - Maximum Compression/Maximum Tension
Common(.148 x3') Nat s as fal ows
lows: 2 X 4 - I row at 0-9-0 (3c, 2 X 8- 2 rows at B-9-O
provd~ odst~'buthony oads no ed as (F or(B unlessothe~#iseindicafod.
,ads have been considered for tbls des gn.
Iph' h=34ff TCDL=6.0psf BCDL=6,0psf Catego~/ 1; Exp B; enclosed; MWFRS gable end zone, cantilever
tic~l left and dght exposed; Lumber DOL=1.33 plate gdp DOL=1.33,
25.0 psf (roof I~ve load: Lumber DOL-1.15 Plate DOL-1,15), Pf=25,0 psf (flat roof snow. Lumber DOL-1,15 Plate
6) Unba anced snow oads have been cons dared for h s design.
7) Provide adequate drainage to prevent water pondlng,
8) Th s truss has bee~ designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) All plates am MT20 plates unless othen~ise indicated.
NOTES
10) Provide mechanical connect~n (ky others} of t~uss to beanng plate capable of withstanding 598 r~0 upttft at joint 17 and 1309 ~b uplift at joint 9
Uniform Loaas (p~f)
-H~L~USE LUMBER CO.. WESTFIELD IN. 46074
~3b Reference -tionaL
6.100 s Sep 17 2004 MiTek Industries, Inc. THe Mar 22 09:41:13 2005 Page
4x4 MI120 --
PLATES GRiP
TCDL 15.0 I Lumberlncrease 1.15 I Be 0.82 ] Veft~Tl~) -04111-12 >904 360
BCLL 0.0 I Rep Stresslncr YES [ WS 0.81 ] Horz(T~) 0.04 9 r~a n/a
LUMBER BRACING
SOT CHORD 2 X 4 SYP DSS *Ex.pt" SOT CHORD Rigid ceiling di~y applied or 9-7-14 ~ bracing.
WEBS 2 X4 SPF No.3 *Except*
5-12 2 X 4 SYP No 2.5.11 2 X 4 SYP No.2
REAC33ONS (lb/size) 14=1959/0-5-8, 9=1840/0-3-8 Max Horz 14=275(Ioad case 7)
Max Up~ift14=-53(toao case 8), 9~9(Ioad case 9)
Max Gray 14=2419(Ioad case 3), 9=2251(Ioa6 case
FORCES (lb) - Maximum Compression/Maximum Tensmn
8-9=-2169/42
BOTCHORD 13-14=-251/229 12-13=-185/1672 11-12=-147/t778, 10~11=0/1672 9-10=-19/24
WEBS 3-13= 603/40~ 3-12=-107/234, 4-12=0/578 5-12=-554 176 5-11=-554 178 6-11=0/578 7-11=-113/234 7-10=-603/48
¥
1) Unbe[anced roof live loads have been considered for this design. ~
right exposed; end vertical left and dght exposed; Lumber DOLt1.33 plato gdp DOLt1,33. t
4) Unbalanced snow loads have been considered for this design. ~" "{~,:,_*,* ~.; ;o ·,, ' (J
5) This truss has been designed for 1.00 times flat roof load of 25.0 psf on overhangs ,On-concurrent wi~h erbar live ~oads. ~" ....-~'~t:,~.~o,,
6) Provide adequate drainage to prevent water pending, ~ ~ ~-'~ ~';O
7 Thst~ussh~sbeendes~nedtera1~psfbett~mch~rdiiveI~adn~nc~ncurrentwithany~ther~ve~ads` = .' NO 99004 5
8] Pr~videmechanica~c~nnecti~n(byrdhers)~ft~usst~bear~ngp~atocap~b~e~fwit~1stending53ibupiiftatj~ird14anrJ 91buplifttajoi-tg. ~ ~ '
LOAD CASE(S) Standard ~. ~0 ~ STATE OF
M~rch 22 2005
~ T[~ Jss Type
ROOF-V2 IP
~AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
3)(4 MIl20 ~
5
P ate Offse. _ts (X,Y):
TCLL 250 Pates ncrease 1.15 TC 0.79
TCDL 15.0 Lumberfncrease 1.15 BC 0~78
BCLL 0.0 Rep Stress Incr YES WB 0.73
BCDL 15.0 Code IBC2000/ANSI95 (Simplified)
LUMBER
TOP CHORD 2 X 4 SYP NoA
BOT CHORD 2 X 4 SYP DSS *Except'
11.12 2 X6 SPF No.2
WESS 2 X4 SPF No.3 *Except*
5~122 X4SYP No.2. 5-11 2 X4 SYP No.2
DEFL In (loc) I/deft b/d
Vert(LL) -0.15 11-12 >999 480
Hofz(TL) 0.03 9 n/a n/a
Wind(LL} 0.02 t2 >999 360
BRACING
PLATES GRIP
Weight: 206 [b
BOT CHORD Rigid ceiliag d~rect~y applied or 9-1~ oc bracing.
WEBS I Row at m~apt 3-12 5-12. 5-1% 7-10.8-9
REAC13ONS {lb/size) 14=1755/0-5-8.9=t636/0-3-8 Max Horz 14=306(teed case 7)
Max Upfift14=-580oad case 8)
Max Gray 14=2228(tead case 3), 9=1967(tead case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46.2-3=-1803/46.3-4=-1740/79.4-5=-1451/123. 5-6=-10911101.6-7=-1311/67.7-3=-648/54.2-14=-2146/91
2-13=0/164% 8-10~9/1574
V
2 ~nd ASCE 7-98 90mph h=~ff: TCDL~.0psf BCDL=6.0psf Catego~ II; Exp B; enclose; M~RS game end zone ~nfitever lee and X~ ~ [ ~ A ~
3)TCLL ASCE7-98 P~25.0p~(roofiiveload;LumberDOL=l.15Pia"DOL=l.tS);~25.0ps'(flatroOfsnow:LumberDOL=l,15Pia' /) [,,~ttr"['t'"'"',,
..... March 22,2005
ROOF~V2 REG46 HIP
HALL AND HOUSE LUMBER CO. WESTFIELD IN. 46074
6.100 s Sep 17 2004 MiTek InduStries Inc. Tue Mar22 09:41:14 2005 Page
5 6
LOADING (psf) SPACING 2-0-0
TCLL 25.0 Plates Increase 1.15 TC 0JB4
TCDL 15.0 Luml~er increase 1.15 BC 0.82
BCLL 0.0 Rep Stress Incr YES ~ 0.81
BCDL 15.0 Code IBC2000/ANS195 d)
TOP CHORD 2 X 4 SYP NOA
BDT CHORD 2 X 4 SYP DSS *Except'
11-12 2X6 SPF No~2
WEBS 2 X 4 SPF No,3 *Except'
5-12 2 X 4 SYP No.2. 5-11 2 X 4 SYP No.2
DEFL m 0Dc) I/deft L/d PLATES GRIP
Ver~(LL) -0.15 11-12 >999 480 MIl20 197/144
Vert(TL) -0.41 11-12 >984 360
Hocz(TL) 0.04 9 n/a n/a
W~nd(LL) 0,02 12 >999 360 Weight' 2161b
BRACING
NOTES
4) Unbalanced snow loads have been considered for this design.
LOAD CASE(S) Standard
~ 2005
HALL AND HOUSE LUMBER CO.. WESTFIELD iN. 46074
18042577
SCale = 170 0
~ [~0- -2 9 0-2-8 4:0-2-4 q-2~], [6:0-2-4,0-2-4], [/~:~ 1:0-3-8~qTJ_-8~U 8;~'~:~
SPACING 2-0-0 DEIFL in (loc) i/deft L/d
LOADING (psf) PLATES GRIP
~BBTiii iiii P~ates nc ease 1 1 rt(LL) -0.15 t2-13 >999 480 197/144
TCLL 25.0 MIl20
TCDL t5.0 Lumbe~lncrease 1,15 I BC 0,82 i Vert(TL) -0,41 12-13 >984 360
SCLL 0.0 Rep Stress ~ncr YES I WB 0.81 i Horz(TL) 0.04 10 n/a n/a
We~ght. 218~bCode IBC2000/ANSI95 I (Simplified) ~__ Wind(LL) 0,02 13 >999 360
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed or 3-0-9 oc ~umns, except ena vemcam
SOT CHORD 2 X 4 SYP DSS *Except" SOT CHORD Rigid ceihng direcUy applied or 9-7-14 oc bracing,
t2-13 2X6 SPF No,2 · WEBS 1 Row at midpt 3-13.5~13.5-12, 7-12
WEBS 2 X 4 SP~; No.3 *ExcePt
5-13 2 X 4 SYP No,2 5-12 2 X 4 SYP NO.2
REACTIONS (lb/size) 15=t959/0-5-8, t0=1959/0-3-8
Max Borz 15=-263(Ioaci case 6]
Max bolift15=.54(Ioad case 8) 10=-54(load case 9)
Max GraviS=2419(load case 3), 10=2419(thad case 4)
FORCES (lb) - Maximum Compression/Maximum Tensmp
TOP CHORD %2=~/46~2-3=-2~09/423~4=-2~/74.4-5=-166~/118~5~6=-1669/117~6-7=~2~72~7"8=~2~9~42`8~9=~/46
2-15=-2336/87. ~-10=-2336/87
BOT CHORD 14-15=-239/245 '~3-t4=-'i74/1672, 12-13=-136/1778, 1%12=0/1672, 10-11=-19/24
WEBS 3-14=-603/41 3-13=-107/234.4-13=0/578. 5-13=-554/177 5-12=-554/177 6-12=0/578, 7-12=-110/234. 7-11=-603/45.
1) Unbalanced roof ive {oafs llave been constoer~d for th s design
2) Wbld: ASCE 7-98; 90mph; h=34ft; TCDL=6,0psf; SCDL--6,0psf; Ca egoPj ; Exp S; enclosed MWFRS gable ena zone canalever left
fight e~posed; end vertical left and ftgh exposed; Lumber DOL=1.33 p ate gdp DOL=I 33,
3)TCLL'ASCE7-98'Pr=250psf(roof reload: LumberDOL=l 15PateDOL=t 15)Pf=25.0ps, flatroofs.ow:LumberDOL=l.15Plate
DOL=1.15); Exp S; Fully Exp.
8) provide mechanical connecbon (by others) of truss to beadng plate capable of withstanding 54 lb uPfift at Joint 15 and 54 lb upli/t at Joint
LOAD CASE(S) Stanaard
March 22 2005
fruss Type
ROOF-V2 HIP
Lawrence & Reckel Residence Rf Trs/JS02
1804257
Job Reference ~
LOADING ps0 DEFL In-~L/d~-----~ PLATES[ GRIP
TCDL 15.0 Ved(TL) -039 11-12 >936 360
BCLL 0,0 ReD Stress Incr YES HOrZ(.TL) 0.03 9 n/a n/a
Code IBC2000/ANS195 (Simplified) Widd(LL) 0.02 Weight: 207 lb
BRACING
TOP CHORD Sheathed or 3-3-12 ~c Dunlins excel! end ver~cals
~OT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing.
TOP CHORD 2 X4 SYP No.l ·
BOT CHORD 2 X 4 SYP DSS *Except
11-12 2 X 6 SPF No.2
WEBS 2 X 4 SPF No.3 *Except"
5-12 2 X 4 SYP No.2.5-11 2 X 4 SYP
REACTIONS (lb/size) 14=1789/0-5~8, 9=1671/0-3-8 Max Horz 14=301(10ad case 7)
Max Upliffi4=-57(load case 8)
Max Gray 14=2262(thed case 3), 9=201fi(load case 4)
FORCES (lb) ~ Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46, 2-3=-1839/46. 3,-~=~1786178.4-5=-14901122. 5-6=-1188/102. 6-7=-1427/66.78=-876/47.2-14=-2179/90
3) TCLL: ASCE 7-98 P~25,0 psf (roof live load: Lumber DOLe1.15 Plate DOLe1 ,t 5); Pr=25 0 psf (fiat roof snow: Lumber DOLe1.15 Plate
4) Unbalanced soow loads have been considered for this design,
__~,2005
ROOF-V2 REG5 ~C~OMMO
HALL AND HOUSE LUMBER CO,. WESTFIELD IN, 46074
~.oo ~2
Plate Offsets iX,Y):
LOADING (ps0 SPACING 2-0-0 ~ CSl
TCLL 25.0 Plates Increase 145 TC 0~72
TCDL 15.0 Lumber Increase 1.t5 BC 0,92
BCDL 15~0 Cede BC2000/ANSI95 (Simpfified)
LUMBER
TOP CHORD 2 X 4 SYP Ne.2
BeT CHORD 2 X 4 SYP Nc
WEBS 2 X 4 SPF No.3 *Except'
3-9 2 X 4 SYP No.2
9
DEFt. in (loc) J/deft L/ PLATES GRIP
Vert{LL) -0,18 8-9 >999 480 I Mil20 197/144
-0.45 8-9 >549 360
Horz(TL)
0.01
W~nd(LL) 0.01 9 >999 360 [ Weight: 1401b
BRACING
TOP CHORD Sbeathed or 5-11-7 oc pumns, except end verticals.
BeT CHORD Rigid ceiling dlrec'dy applied or 9-10-2 oc braOng,
REACTIONS (lb/size) 11=1140/0-5-8, 7=1258/0~5-6 Max Horzl 1=-307(load case 6)
Max UDliffl l=~16(teed case 8), 7=-5~(taa¢ case 9)
Max Gravll=1269(Ioed case 3), 7=1437(Iaaa case 4]
FORCES (Ih) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-326/74, 2-3=-676/130, 3-4=-676/123, 4-5=-315/115.5~=0/46.1-11=-1250/23, 5-7=-1419/6'~
BeT CHORD t0-11=-244/280, 9H 0=-1t5/618. 8-9=0/616.7-8=-27/36
1) Unbatenced roof live taads have ~een considered for this design
3) TCLL: ASCE 7-98 Pi=25.0 psf roof live load: Lumber DOL=I.15 P ate DOL=I 15) Pr=25,0 psf (fiat roof snow Lumber DeL=l,15 Plate ~ J
DeL=l,15); Exp B; Fully Exp. V/~ ~ ~ ~ [ j~
4) Unbalanced snow oads have been considered for this design1.
LOAD CASE(S) Standard
=
',,,,; °'to A
March~
............. -
HALl. AND HOUSE LUMBER CO.. WESTFIELD iN 46074
Plate ~ '5:0-2-9 0-2-8.
LOADING(pst) SPACNG in (IBC) i/deft Lid
TCLL 25.0 Pates ncrease t,15 I TC 0.69 [ Vert(LL) -0.18 8-9
TCDL 15~0 Lumberthcrease 1.t5 I BC 0.82 I Vert(TL) -0.45 8-9 >519 360
BCLL 0.0 Rep Stress Incr YES I WB 0.63 I Ho~z(TL) B.01 7 nla n/a
BCDL 15.0 Code IBC2O00/ANSI95 ~fi_e__d_) I Wind(LL) 0.01 9 >999 360
PLATES GRIP
weight: 140 lb
TOP CHORD Sheathed or 6-~.0 oc purlins, except end vedicais
BOTCHORD Rigid ceiling direcSy app,ed or 9-8-5 oc Dracing~
REACTIONS {Ib/size~ 10=1213/0-5-8. 7=1184/0-5-8 Max Horz 10=-307(load case 6)
Max Uplift10=-39(load case 8). 7=-53(10ad case 9)
Max Grav10=1351(Ioad case 3). 7=1352(10ad case 4)
FORCES (ih) - Maximum CompressioWMaximum Tension
BOT CHORD 10-11=-27/36. 9-t 0=-I 37/439. 8-9=-4.577.7~8=~27/36
WEBS 2-10=-1078/43.2-9=-51/212. 3-9=~61/322.4-9=.190/16g. 4.8=-667/19. t-10=-272/97.5-8=0/775
2) V~nd: ASCE 7-98 90mph; h=34ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Ex
3) TCLL: ASCE 7-98; pr=25.0 psf (roof live
DOL=I .t5); Exp B; Fully Exp.
4) Unbalanced snow loads have been considered for this deslgn~
5) This b~ss has been designed for 1.00 tirades fiat roof load of 25.0 psf On overhangs non-concurrent with o~er ~ive loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connectio~ (by others) of truss to beedng Dlate capable of withstandif~g 39 tb up~ift at joint t 0 and 53 lb uplift at joint
LOAD CASE(S) Standar¢
Trass Type
COMMON
HALL AND HOUSE LUMBER CO. WESTFIELD iN. 46074
6
2x4 MIl20
Scale= 1:790
2x4 Mtl20
=late Offsets tX,Y~ [~:9:~-..9~0-2-8 4:~-2-0 E~e 9:0-2-9~0-4-0 0-3-0 14:0~,~~
3o-9-o
TCLL 25 0 Pa es ncrease 1.15 TC 0.90
TCDL 15,0 Lumber Increase 1.15 BC 0.99
SCLL 0.0 Rep Stress Incr YES WB 0.70
BCDL 150 Cede IBC2OOO/A Simplified)
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X4 SYP No.2
WEBS 2 X4 SPF No.3 *Except"
6-13 2 X 4 SYP No.2.6-14 2 X 4 SYP No.2
Vert(LL) -0.22 13-14 >999 480 Mil20
Vert(TL) -0.57 t3-14 >640 360 ~
Horz TL) 0,03 11 n/a nta!
~.d(LL) o.0~ 14 >999 36o~ Wei9ht:2~o,b
BRACING
GRIP
1971144
TOP CHORD Sheathed or 2-B-7 oc Ounlns. exceol end verticals
SOT CHORD Rigid ceiling directly appl~e~ or 10-0-0 oc bracing.
REACltONS (lb/size) 16=1B07/0-5-8. 1t=1807/0-5-8 Max Horz 16=3260oad case 7)
Max Uplift16=-89(tead case 8). 11 =-82(load case 9)
Max Gray 16=2073(10ad case 3), 11=2031(Ioad case 4)
FORCES (Ih) - Maximum Compression/Maximum Tensten
'~,10=0/52.2-16=.1989/123.9-11=-1962/t09
WEBS 3-15=-312/56.3-14=-267/122 5-14=-574/172 6-13=-180/884.7.13=-574/172.8-t3=-511163.8.12=-520/48. 2-15=0/1583
9-12=0/1432.6-14=-182/1054
NOTES ~ ~ ,~
2 V~nd ASCE 7-98; 90mph; h=34ff; TCDL=6 0psf; BCDL=6.0psf Category I Exp B enclosed MWFRS gable end zone can6 ever te~t and ~ ~ ~ ~
right expesed ;end vertical {eft and right exposed; L~mber DOL=I ~33 plate grip DOL=1.33. /~ J,~ ~/~ / ~
3)TCLL:ASCET-98 Pr=25.0psf(roofl[veload:LumberDOL=1.15PteteDOL=l,15) Pf=25.0psf(flatroofsnow:LumberDOL=t.15Ptete ~ ~ ~,~ltlJto. [~,~ ~ ~
4) Un.balanced snow reads.have been considered for this design. ' ..~.~.\~?~GANG~,.%
= ; No. 199004]5 ~
LOADCASE¢S, Stendard ~3~ ~ i~
._. March 22,200_5
Job
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
5
5×0 MII20~
8
[[~0Ede 8:0-2-90-2~8 1~-00-5-0. ~3:0-4-00-3~0j,[!'~;~
TCLL 25.0 ~ pates ncrease 1.15 I TC 0,90 [ Vert(LL) -0,22 12-13 >999 480
TCDL 15.0 [ Lumber increase 1.15 I BC 0.99 I Vert(TL) -0.57 12~13 >640 360
BCLL 0.0 ~ Rep Stress Incr YES I WB 0.70 [ Hor~(ml~) 0.03 10 n/a n/a
L.C~15.0 i co~ ,BC~OOO.^HB,gB ~ i.,~.d~ o.o~ 13 >999 360
LUMBER BRACING
TOP CHORD 2 X4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X4 SPF ~o.3 *Except'
5-I 2 2 X 4 SYP No.2.5-13 2 X 4 SYP No,2
PLATES GRIP
MI)20 197/144
Weight: 207 Ib
TOP CHORD SheatheU or 2-9~7 oc pumns, except end vertlcals,
BOT CHORD Rigid cei]ing directly applied or 10~0-0 oc bracmg,
VVEBS 1 Row at midpt 4-13.5-12.6-12~ 5-13
REACTIONS (lb/size) 15=1675/0-5-8. 10=1807/0-5-8 Max Horz 15=-330(.Ioad case 6;
Max Upliftl 5=-39(Ioad case 8). 10=-81(load case ~
Max Grav15=1886(load case 3), 10=2031(Ioad case 4)
FORCES (lb) -Maximum Compression/Maximum Tension
3)TCLL:ABCE7-98 pr=25~0psf(roofliveload:LumberDOL=1.15P,ateDOL=1,t5 Pf=250psf(flatmofsnow:LumberDOL=l.15P~ate /~'\~1. ~
5) ~histrusshasbeendesignedf~r1~~~~mes~atr~~fi~ad~f25~~psf~n~verhangsn~n~c~nc~rrentwith~ther~~ve~~~ds~ ~'~' d~.~','.~.~,',**..~lO ~
March 22 2005
ROOF-V2 OMMON
HALL AND HOUSE LUMBER CO. WESTFIELD iN. 46074
18042583
Job Reference {~
6.100 s Sop 17 2004 MiTek Industries. inc. Tue Mar 22 09:41:f 7 2005 Page
2x4 MlJg0
34 13 12
2x4 MIl20 3x8 MIl20 - 5x8 MIl20 5x8 MII26~
LOADING(ps---~ ~ SPAC O 2---0 [ DEFL in ~,oc) ,/deft L/d
TCLL 25.0 ~ Ptateslncrease t.15 ] TC 0.90 ~ Ve~t(LL) -0.22 11-12 >999 480
TCDL 15.0 ~ Lumberlncmase I 15 ] SC 0.99 ~ Ve~TL) -0.57 11-12 >640 360
BCLL 0.0 ~ Rep Stress thcr YES ~ WS 0.70 ~ HO~Z(TL) 0.03 9 n/a n/a
BCDL t5.0 Code tBC2000/ANSI95 I (Simplified) ] W_Ind~(LL) 0.03 12 >999 360
IOR CHORD g X 4 $¥P ~o.
BOTCHORD 2 X4 SYP No.2
WEBS 2 X4 SPF No.3 *Except'
5-11 2 X 4 SYP No.2.5-12 2 X 4 SYP No.2
PLATES GRIP
Weight: 205 ,b
TOP CHORD Sheathed or 2-9-7 oc pud~13s, except encl verticals
SOT CHORD Rigid ceiling directly applied or I0-0-0 oc bracing.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=.1814/if8 2-3=-1588/95 3-4=-1588/95 4-5=-1588/223, 5-6=-1484/218 6-7=-1484/98.7-8=-1520/50, 1.14=-1802/71
8-9=-t775/59
WEBS 2.'~3=-312/59, 2-12=-267/113, 4-t2=~574/172.5-11=-17B/884, 6-11=.574/172.7-11=-54/163. 7~10=-520/52 1-13=0/1563.
NOTES
1) Unba anced roof live oads have been considered for this des,gn. ~/ ~
2) V~nd: ASCE 7-98; 90mph; h=34ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; canStaver left and V ~ ~i ,~
3) ~{~:!L=e'. ~.A?5i~:! -: !~i~ll~?~! t:s~ :nmdo ~ll~vhet :oX~a (~S:ud~Lb: rmf~LD= 10~ 51~a3t ePl= ~=nlp. 1D5~;L~-23~-0 psf (fiat roof snow, Lumber DOL=l.15 Plate 'K I/~,IIIi,~i//~F
=. ); xp ; y xp. //~
5)Th~stmsshasbeendesignedtera1~sfb~ttemcberd~ve~adn~nc~ncurrentwit~any~ther~ive~ads` ~ ~P' ...-**"--*'-**..o ~'
6) Providemechanicalconnection(byothers ~ftrusst~bearing~rateca~ab~eof~~thstanding37~bupliftatj~iot14and31~bup~ftatj~iot9~ ~ ..._*~:~S/E~'~:..
LOADCASE{S) Standard = ~ No. 19900415 ~.
Mar,:h 22_ 2005
ROOF-V2 CIAL
~-AL~D HOUSE LUMBER ~., ~STFIELD IN. 46~74
18042584
Job Reference
6.100 s Sap 17 2004 MiTek Industries, Inc. Tue Mar 22 09;41:17 2005 Page 1
3o-9-o 23gA~
2x4 MIl20 ax8 Mli2[~ 3x4 MII20~ 3x8 MII2g~ 4x4 MII20~ 2x4 MIl20
16.0-7
TCLL 25,0 Plates Increase 1,15
TCDL 150 Lumber Increase 1,15
BCLL 0.0 Rep Stress [ncr YES
LUMBER
TOP CHORD 2 X 6 SPF No.2
BDT CHORD 2 X4 SYP NO.2
WEBS 2 X 4 SPF No.3
CS
TC 0.84
BC 0,83
DEFL - PLATES GRIP
-0.10 12-14 >999 480 MIl20 197/144
Ver~(TL) -0.27 12-14 >999 360
Horz(TL) 0,03 9 n/a r~a
W~nd(LL) 0,02 12 >999 360
W]nd(LL) 0,02 ..!~ >999 360
BRACING
TOP CHORD Sheathed or 3-~-12 Dc purlinS, except encl vemcals,
BDT CHORD Rigid ceiling d~recgy applied or 10-0-0 cc bracing,
WEBS I Row at mldD~ 3-12.
REACTIONS (lb/size) 15=1807/0-5-8, 9=1807/0-5~8 Max Hor~ 15=309[load case 7)
Max UofiftlS=-87(Ioad case 8), 9=~92(Ioad case 9)
Max Grav 15=2035(Ioad case 3), 9-~2068(Ioad case 4)
FORCES (lb) - Maximum CompresstoniMaximum Tension
TOPCHORD 1-2=0/52 2-3=-17~149,34=~1317/139 5-6=-1309/126 6-7=-1657/70 7-8=0/52 2-15=-1923/t32 7~9~1964/133
NOTES
1 ) Unbalanced roof live loads have been considered for this design
21
3) 7~98; Pr=25,0 psf (roof li~ ~r DOL=1.15 Plate
4) Unbalanced snow loads have been considered for this design
5) This truss has tseen cleslgned f~r 1,00 times fiat roof load of 25,0 psf on overilangs non-concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7 This truss has been designed for a 10.0 psf bottoth chord fiYe load i3onconc~rrent with a~y other tire loads,
8)Pr~videmechanica~c~nnecti~n(by~thers)~ft~sst~beadngp~atecapab~e~fwR~stendfeg87 bupFta ontlSand92 bupiiffatjointg,
LOAD CASE(S) Standard
No. 19900415
MiTek'
Scele= 1 80 6
4)(6 MII20~ .
6 13
3x4 Mil20~
5x6 MII20~
March 22,20~
HALL AND HOUSE LbMBER CO.. WESTFIELD tN. 46074
18042586
Job Reference ~
3.100sSeo 17 2004 MiTek lndus~e.~ nc. TueMar2209:41;182005 Page
13 12 5x8
2x4 MIl20 H 1-8
1.10-120-2-12 3-1%2 3-11-2 3-11-2 3-~,11 0~5-0
~n (fcc) i/deft L/d PLATES GRIP
-0,04 10 >999 480 Mil20 197/144
-0.10 9-10 >999 360
0.02 15 n/a
0.04 10 >999 360 Weight' 1041b
BRACING
TOP CHORD Sheataeci or 4-9-13 oc purhns exceot end verflcafe
TCLL 25.0 31atas increase
TCDL 15.0 .umber Increase 1,15
8CLL 0.0 Rep Stress Incr YES
8CDL 15.0 Code IBC2000/ANSI95 (Matrix)
LUMBER
TOP CHORD 2 X 4 SYP No,2
SOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3 *Except"
7-8 2 X 6 SYP DSS
OTHERS 2 X 6 SPF ho.2
OOL=l.'i5); Exp B; Fully Exp
LOAD CASE(S) Standard
J.
~72~." N~ ~
March 2~
MiTek
ROOF-V2 CZ2A ECl
~AI~_~~R CO., WESTFIELD IN. 46074
18042587
6.100 s SaD 17 2004 MiTek Indus~de." inc. Tue MaC 22 09:41:18 2005 Page
Scale = 1836
Plate Offsets (X~~3-0
g-o-o cs,
TCLL 25,0 Ptates Increase 1.15 TC 0.45
TCDL 15.0 Lumber Increase 1,15 BC 0,37
BCLL 0,0 Rep Stress Incr YES W~ 0.51
IBC2g00/ANSIg5
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3
OTHERS 2 X 6 SPF No.2
~EFL n loc) I/deft L/d I PLATES
I Ve~(LL) -004 10 >999 480 i MIl20
I Ve~t(TL) -010910-11 >999 360
I Hor~ TL) 0,02 14 n/a n/a
I _ Wind(LL) 0.04 10 >999 360 L Weight: 101 lb
GRIP
BRACING
TOP CHORD Sheathed or 4-9-10 cc purlins, except end ver~cals,
SOT CHORD Rigid ceiling dimcgy applied or 6-0-0 oc bracing
REACTIONS (lb/size) 12=12t6/0-5-8.14=822/9-5-5 Max Horzl 2=3g2(tead case 6)
Max Uplift12=-33(~oad case 6), 14=-187(teed case 6)
FORCES (lb) - Maximuth Compression/Maximum Tension
ESS 3-t2=-8951t83. 3-11=-150/1153.4-t t =~556/t 37. 4-10=0/382. 5-10=-109/42, 5-9=-338/150, 6-9=-40/344.6-8=-933/261
NOTES
) Wlnd: ASCE 7-98 90mph h=34ff; TCDL=6,0psf; ECDL=6,0psf Categoly ii Exp B enclosed; MWFRS gable end zone; can~lever left
right exposed; end ve~t ca eft and dght exposed; Lumber DOL=1.33 plate grip DOL=l,33
2)TCLL:ASCE7~93 Pm250psf(mof iveload:LumberDOL=1ASPlateDOL=l.15 Pf=250psf(fletroofsnow:LumberDOL=115P~ate
DOL=l.15); Exp S; FUBy Exp~
3) Th s truss has been designed for 1,00 times flat mol load of 25,0 psf on ove~angs non-~ncument with ot~er live loads.
4) This truss has bee~ designed for a 10.0 psf boftom chord live load nonconcurrent with any other live Io~ds,
5 Beadngat ont(s)14consderspaa eltograin~alueusingANSl/TPIlang~etegtainformua Buildingdesgoershouldverifycapacityof
6) provide mechanical connection (by others)of truss tc beadng plata capable ofwithstanding 33 lb ~plift at join112and 187 te uplift at joint
LOAD CASE(S) Standard
15)
5x8 MIl20 =
2x4 Mt120
-SPACING-- 2-0-0 CSI
LOADING (pst) ~
TCLL 25.0 Ptates ncrease 1.15 TC 0,45
TCDL 15.0 Lumber increase 1,15 BC 0,37
BCLL 0.0 Rep Stress Incr YES WB 0.51
BCDL 15.0 Code IBC2000/ANSI
LUMBER
TOP CHORD 2X4SYP No,2
BOT CHORD 2 X 4 SYP NO.2
WEBS 2 X 4 SPF NO.3
OTHERS 2X6 SPF No.2
DEFL in (loc) i/deft L/d
~0.04 10 >999 480
I Ved(TL} -0.09 10.11 >999 360 /
I Ho~(TL) 0.02 14 n/a n/a [
I W~nd(LL) 0.04 10 >999 360 [
PLATES GRIP
Mil20 1971144
Weight' 101 lb
TOP CHORD Sheathed or 4-9-10 oc pumns, except end ver~ca[s
9OT CHORD Rigid ceiling direc~y applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 12=1216/0.5-8 14=822/0.5-g Mex Horz 12=392(Ioad case 6)
Max Upfiftt 2=.33{10acl case 6), 14=-187(Ioa~ case 6)
FORCES (lb) - Maximum Compression/Maximum Tenmon
TOP CHORD 1-2=0/66. 2-3=~59/250, 3-4~12111204 4-5=-t672/301.5-6=-1265/229. 0.7=-138132. 8-14=-147/701 7-14=-115/38
WEBS 0.t2=-895/183, 0.11=-150/1153. ~-~ 1=-556/137, 4-10=0/382. 5-10=-109142.5-9=-338/150.0.g=-40/344.6-8=-933/261
NOTES
1 ) V~nd: ASCE 7-98; 90mph; ~3=34ff; TCDL=60psf; BCDL=6 0psf; Catego~J I; Exp B ertdosed MWFR$ gab e end zone canti ever left a~o ~
6) provide mechanical ¢onnecfio, (by ethers~ of truss [o beadng plate capable of withstanding 33 ~b uplift at joint 12 and 187 lb uPfi~ at joint -.~ ;.~.~.~ ST ~.~ :.~
~ .:* NO. 19900415 t
MaF_c.h_ 22 2005~
Lawrence & Reckel Residence Rf Trs/J502
1804258~1804258
Job Reference ~
6,100 s Sep 17 2004 MiTek ~ndustdes. Inc, Tue Mar 22 09:41:18 2005 Page~
2x4 MIl20
LOADING (pst) CSl
TCLL 25.0 0.47
TCDL 15.0 0.41
SCLL 0.0 I Rep Stress Incr YES WS 0.49
LUMBER
TBOP CHORD 2 X 4 SYP No.2
CT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.5
OTHERS 2 X 6 SPF No.2
DEFL in [Icc) I/deft L/d
Vert(LL) -0.05 10 >899 480
Vert(TL) -0.11 10-11 >899 360
Horz(TL 0.02 13 n/a n/a
Wind(L[.) 0.05 10 >999 360
PLATES
Weight: 93 lb
GRIP
1971144
BRACING
TOP CHORD Sheathed or 4-6-8 cc pun*ns, except end verticals,
SOT CHORD Rigid ceiling directly applied or 8-3-10 CC bracing,
REACTIONS (lb/size) 12=986/0-5-8. 13=868/0-5-8 Max Horz 12=378(~oad case 6)
Max Uplift13=~201(Ioad :ase 6)
FORCES (lb}. Maximum Coml~ression/Maximum Tension
TOPCRORD 2-12=-942/228.1-2=0/66.2-3=-1463/269. 3~4=-1299/282. 4-5=-1854/35/+ 5q~=~1363/247 6-7=.140/31. 8-13=-161/747
NOTES
I Wind; ASCE 7~98 90mph; h=34ft TCDL=6.0psf; BCDL=6.0psf; Category Il; Exp B; encJosed', MWFRS gable end zone; cantilever left
2)TCLL ASCET*99 Pr=25.0psf(roofiiveloed;LumberDOL=l,15P,ate DOL=I 15 ;Pf=25,0psf(flat roofsnow: LumberDOL=l~15 Pla
DOL=1.15); Exp B; Fully Exp.
3 Thift truss hes been designed for %00 times flat roof Icad of 25.0 psf on overhangs nor>concurreftt with other Ive loads,
ROOF*V2
HALL AND HOUSE LUMBER CO** WESTFIELD IN, 46074
1804259C,
6100sSep ~72004MiTeklnduSt~es. inc. TueMar22094 192005 Page~l
Scale: 3/16"=1
8.00 ~{~- 3~ MII20~/
3
ptata offsets
LOADING(psf) SPAC NG 2-0-0 CSI DEFL in Igc) I/deft L/d PLATES GRIP
TCLL 25.0 Pates ncrease 1.15 TC 0,67 Vert(LL) -0.04 7-8 >999 480 Mil20 197/144
TCDt. 15.0 Lumherlncrease 1.15 SC 0~51 Vert(TL) -0.11 7-8 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0,63 HO~Z(TL) 0.01 6 n/a n/a
BCDL 15.0 Code IBC2000/AN (Simplified) Wind(LL) 0.02 7 >999 360 Weight:671b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathe= or 4-10-12 oc pudins, except eno VemCalS
BOT CHORD 2 X 4 SYP No.2 9OT CHORD RIg~ calling olrec6y appueo or 10-0-0 oc bracing
WEBS 27.4 SPF No.3
REACTIONS (lb/size) 8=759/0-5-8, 6=662/0-3-9 Max Horz8=296(load case 6)
Max Uplift6=-169(Ioad case 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 2-8=-670/194. t-2=0/33, 2-3=-9541163, 3~=-63/36 4-5=-6/0, 4-6=-252/92
BOT CHORD 7-8=-332/90 6-7=-343/954
WEBS 2-7=-10/822.3-7=-142/74.3-6=-820/316
NOTES
1 ) W~nd ASCE 7-98; 90mph h=34ff; TCDL=6,0psf BCDL=6 0psf Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left uno
dght exposed; end vertical [eft and right exposed; Lumber DOL=1,33 plate grip DOL=1,33
2) TCLL: ASCE 7-98 Pr=25,0 psf (roof live load; Lumber DOL=1.15 plate DOL=1,15): Pf=25.0 psf (fiat roof snow: Lumber DOL=1.15 31ate
DOL=1,15); EXp B; FCIly Exp.
3 This truss has been designed for t .00 times fiat roof load of 25.0 pst on overhartgs no~-conc~rre~t with other live loads.
4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent w th any other ye gads
5) Eeadng at joint(s) 8 considers parallel to gram value using ANSIFFPI 1 angle to gram formula, Building designer snould verify capacity of
beadng surface.
6 Prov de mechan cai con~ecfion [Dy others) of russ to beadng plath capab e of withstanding 169 tb uplift at oint 6,
7) Beveled plate or shim required to provide full bearing surface with truss cho~l at 0 ~ s 6
LOAD CASE(S) Standard
Mn'ek'
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
Lawrence & Recke Residence Rf Trs/J50~- 7
180425915.11
6.100 s Sap 17 2004 ~liTek Indus~es Inc. Tue Mar 22 09:41:19 2005 Page
s.0o ~2
2x4 MIl20
Plaf~ Offsets X~.¥}.L~ ___
LOADING (ps---~ ~--~
TCLL 25.0 I Plates Increase 1,15
480
TCDL 15 0 I Lumberlncrease 1.15
36O
BCLL O~0 I Rep Stress Incr YES
SCDL 15.0 ~ I Wind~(L ~) {:L01 7 >999 360
PLATES GRIP
Mg20 197/144
Weight 58 lb
TOP CHORD Sheathed or 6-0-0 oc pudins, except end ~e dJCalS.
BOT CHORD Rigid ceiling dimcuy apphed or 10-0-0 oc bracing.
REACTIONS (lb/size) 8=644/0-5-8.6=554/0-2-0 Max Horz 8=297(10ad case 6)
Max U¢if~=-192(Ioad case 6)
FORCES (lb) ~ Maximum Comoression/Maximum Tension
TOP CHORD 2-8=-571/157 1~2=0/33.2-3=-643/97. 3-4=-72/2.4-5=-8/0
BOT CHORD 7~8=-333/24.6-7=.292/643
NOTES
1 V~nd ASCE 7*98; 90mph; h=34ft; TCDL=6,0psf; BCDL=6,0psf; Category 9; Exp B; encJ~ed: MWFRS gable end zone: cantJlever left and
right exposed: end vat,cai left and right exposed; Lumber DOL=I 33 p ate grip DOL--I 33
2) TCLL: ASCE 7-98; Pr=25.0 psf (roof live load: Lumper DOL=I.15 Plate DOL=I.15) Pf=25.0 psf (Sat roof snow: Lumber DOL=t.15 Plate ~, .t
3) TDhOisL~rlu'slsS~aEsx~eBe;FdUe~lsYigEnX~;i fo£ 1.00 O~es ,at rob f load of 25.0 ps f O, oYer h"ngs no.-cone, rreDt with other live loads. V~'~ I ~, j~
4)Thistn~sshasbeendesignedforal00psfbottomchord iveloadnonconcurmntwithanyotherliveinads. ~ I~'~ ~* /~,¢~ /~
___}h 22 2005
Job Truss Type
s.oo ~
7
2x4 Mil20
Plate Offsets (X,Y)~
LOADING (~sf) SPACING 2-0-0
TCLL 25.0 Pla[es increase 1.15
TCDL 15,0 Lumper increase 1.15
BCLL 0.0 Rep Stress [ncr YES
BCDL 15.0 Code iBC2000/ANSI95
LUMBER
TOPCHORD 2X4SYP NO.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No,3 *Except"
4-5 2 X 6 SPF No.2
WB 0.15 I HorzTL) -0.00 7 I
(Simplified) I W3nd(LL) 0~00 6 >999 360 I Weight: 48 lb
REAC'P~NS (lb/size) 7=539/0-5-8, 5=420/0-1-8 Max Horz 5=246([oad case 6)
Max UpliftT=-119(Ioed case61
FORCES (lb) - Maximum Compression~Max[mum Tension
TOP CHORD 2-7=-480/129 1-2=0/33 2-3=-411/70.3-4=-48/4
BOTCHORD 6-7=-27J24 5-6=0/411
NOTES
1 ) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=6.0psf; Catego~' II Exp B: enclosed: MWFRS gable end zone: canhtever left and
right exposed; end vertical left and right exposed: Lumber DOL=1,33 plate gdp DOL= 1
3 TCLL: ASCE 7-98; Pr=25.0 psf (roof live load: Lumber DOL=1.15 P~ate DOL=1,15); Fl=25.0 psf (fiat roof snow: Lumber DOL=1.15 Plate
DOL=I.15); Exp B F~lly Exp~
4) This truss nas ~een designed for 1.00 t~rnes fiat roof tead of 25,0 psf on overhangs ~on*cortcu~re~t witll other Iwe loads.
5 This truss has been desig~led for a 10.0 psf bottor~ chord live load nonconc~rrent w~ any other hve loads,
6) Beadng at joint(s) 7, 5 cons/dam parallel to grain value using ANSI/TP~ 1 angte to grain formuts, Building des gner should vet fy cabec ty
of headng surface,
7) Provide mechanical connection (by others) of truss to beadng ptste at joint(s) 5,
8 Prowed mechamca connec6on (by othem) of truss to beadng plate capable of withstanding 119 13 uplift at oint 7
9) Beveled plate or shim required to provide full beadng surface with truss chord at jo nt(s) 5
LOAD CASE(S) Standard
~D-~R CO- WESTFIELD iN. 46074
5x8 MIt20~
Lawrence & Rec~el Residence Rf Tm/J502
1804259
4x4 Mil20
5
5x8 MIl20~-~
6
8
2x4 MIl20
~1, NG!~f).i C$1
TC 0.65
BC 0,28
WB 0.95
I BCDL 15.0 (Simplified)
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X6 SYP DSS
WEBS 2 x 4 SPF No.3
DEFL in Uoc) I/deft Uc PLATES GRIP
) -0,12 10 >999 480 Mil20 197/144
Vert(TL) -0.26 10 >945 360
Horz(TL) 0.27 8 n/a ru'a
Wind(LL) 0.09 11 >999 360 Weight: 253 lb
BRACING
TOP CHORD Sneamed or 4-1-14 oc purlins excep~ eno ve~CalS.
EOT CHORD Rigid ceiling directJy applied or 10~0-0 ~C braclflg,
REAC33ONS (Ib/s~ze) 13=2643/0-4-14, 8=2762/0-3-8
Max Horz 13=-108(Ioad case 6)
8) Provide adequate drainage to prevent water ponding. '~
....... ~h~2 2005
2 dance Rf Tm/J502 18042593
6.100 s Se~ 17 2004 MiTek Industries Inc Tue Mar 22 09:41:20 2005 Page 2
NOTES
12) Beveled plate or shim redu~red to provide f~ll beanng sudace w~th truss chord at joint(s) 13,
LOAD CASE(S) Standara
1) Snow: Lumber ~ncrease=14 5. Plate Increase=l,15
Uniform Loads
Ve~: 3=-810(F) 4=-809(F)
MEek'
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
5
5x6 Mli20~
6
BPAC NG 2-0-0 CBI n--~(I°c) I/deft" L/~
Pla es ncrease 115 TC 0,88 I Vert(LL) *0.13 1t >999 480
BcLLTCLL 25.00.0
TCDL 15,0 Lumber ncrease 115 BC 0,77 I VertiTL) -0,27 11 >900 360
Rep Stress Incr NO WB 0~63 [ Horz(TL) 0.36 8 nla Pla
~ Wind(LL) 0,06 tl >969
360
BCDL 15.0 Code IBC2000/ANSI9 _
LUMBER BRACING
TOP CHORD 2 X 4 SYP NO~I *Except'
3-42 X4 SYP No.2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 × 4 SPF No~3 *Except"
1.122 X 4 SYP No.2.6-92 X 4 SYP No,2
PLATES GRIP
Weight: 124 lb
TOP CHORD Sheathed or 2-3-9 oc punms, except end verbcam.
BOT CHORD Rigid ceiling ci~rectJy applied or 10-0~ oc bracing,
REACTIONS (lb/size) '~3=t534/0-3-8. 8=1653/0-,5-9 Max Holz 13=-139(toad case 6t
Max Uplift13=-530oed case 8). 8=-94(toad case 9)
Max Gravl 3=1825(Ioad case 3), 8=1992(Ioao case 4)
FORCES (lb) - Maximum Compressior,JMaximum Tension
TOP CHORD t.13=-1626/89.1-2=-2891/92, 2-3=.3760/74.3*4=-3398/67.4,5=-3759/59, 5-6=-2867/7.6-7=0/36.6-8=-1793/97
WEBS I-t2=-17/2617.2-12=-984/48, 2-11=0/102.9.3-~=-20/143t. 3-10=-222/220, 4-10=.2/13705-10=-17/1023, 5-9=-983/34,
6-9=012622
NOTES
1) Unbalanced mol i ye loads have been cOnSloered for th s des gn.
2) W1~d: ASCE 7-98; 90mph; h=34ff; TCDL=6.0psf; BCDL=69psf; Catego~/ ; Exp B enclosed MWFRS gad e end zone cantilever left and
4) Unbalanced snow loads have been cons doted for th s design.
8 Bearing at joint(s) 8 considers parallel to grain val~e using ANSFTP~
beadng s~rface.
9) Pm~deme hc amca con~ecaon (yb olhem. ) of tr~ss to beadng plate capab e of w thstand ng 53 th uplift at J°iht 13 a~d 64 lb apt~ at j°int 8- ~-. .
10) Beveled plato or shim redu red fo pmvkle fa. . bea~-ng surface w~th truss chord at omt(s) 13.
11 ) In the LOAD CASE(S) section. Ioeds apphed to the face of the truss are no'~d as front (F) or back (B).
March
ChestJerfield, MO 63017
ROOF-V2
TALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
PI~' Lawrence & Reckel Residence Rf TrsM502 ~
1804259
6.100 S Se~ 17 2004 MiTek Indust~es. Inc. Tue ~ar 22 09:4 ~:20 2005 Pag~ 2
LOAD CASE(S) Standard
1) Snow: Lumber Incmase=1.15. Plate Increase=1,15
Q[y Lawrence & Reckel Residence Rf Tm/J§02
1804259
6.100 sSeD 17 2004 MiTek tndus{des, lnc, TueMar2209:41:20 2005 Paga'
3
5.~ h2
3x6 MII20~
TCLL 25.0 Pla~es Increase 1.15
TCDL 15,0 Lum~er Increase t.15
0.0 Rep Stress Incr NO
15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X4 SYP DSS
BDT CHORD 2 X 6 SPF No,2
WEBS 2 X 4 SPF No.3 *Except'
3-9 2 X4 SYP No.2
[ TC 0.71
1971144
[ BC 0,75 I Ve~t(TL) -0.28 g >871 360
[ WB 0,88 I Hor~(T~) 0,41 7 rJa nla
BRACING
BOTCHORD Rigid ceiling directly applm(~ or 10-0-0 oc bracing.
REACTIONS (lb/size) 11=153410-5.8. 7=1653/0.5-8 Max HorZl 1 =~170(load case 6)
Max Uoli~ I =-54(load case 8) 7=-94(Ioad case 9)
Max Gray1 t=1786(10ad case 3), 7=i954(Ioa(~ case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-11=-1576/9~. 1-2=-2163/92.2~3=~3755/0. 3-4=-3755/0.4-5=-2158134- 5-6=0/36, 5-7=-t744/93
BDT CHORD 10-11~-1251170.9-10=-71i2350.8~9=0/2347,7'8="34144
WEBS 1-10=-8/t990, 2-10=-1247/53, 2~9=0/1764 4-9=0/1767. 4-8~1248/24.5-8=0/t986.3-9=0/2835
NOTES
1 ) unbalanced roof live Ioaas nave been considered for th~s ~esign.
2)W3nd ASCE7-98 90mpil h=34ft;TCDL=6.0psf;BCDL=6~0psf;Catego~JI ExpB;encosed;MWFRBgableen(tzone;canfileverleffan~ ~ ~
3)TCLL ASCE7-98 P~25 Opsf(roof ~ Dad LumberDOL=l 15Pa~DOL=1 15 Pf=25,0p~(flat~fsnow; LumberDOL=1.15P~am ~ ~
DOL=115);~pB;Fu~yE~ ~ ~ ~ ~
6 This ~ss has b~n d~lgn~ for a 10.0 ~f ~m chord hve load ,on~ncu~nt w'~ ~n, o~er I'~ I~ds, . . ~'"~?.~, (//.
9)lntheLOADCASE(S)~on, Joadsapph~to~efa~ofthetrussarenot~asfront(F)orba~(B)' = ~ NO, 19900415
LOAD CASE(S) S~ndard
1 ) Snow: L~mber ,ncmase=1.15. Plate ,ncmese=l. 15 ~ ~
~o~ Trdss Type
~OOF-V2
HALLANDHOUSELUMBER CO WESTFIELDIN. 46074
8,00
TCLL 25.0 / Plates Increase 1.15 TC 0,82
TCDL 15.0 [ Lumper Increase 'i.15 BC 0.90
BCLL 0.0 Rep Stress Incr ~O WB 0.78
BCDL 15.0 Code IBC2000/ANSI95 (Simplified)
LUMBER
TOP CHORD 2 X 4 SYP DSS
BOT CHORD 2 X 6 SPF No,2
WEBS 2 X 4 SPF No,3 *Except'
1.10 2 X 4 Sy~= No.2.3-9 2 X4 Syp No.2 5.8 2X4 SYP No,2
DEFL n Uoc I/deB ~a PLATES GRiP
Vert(LL) -0,16 9 >999 480 Mil20 197/144
Veal TL) -0.34 9 >726 360
HOrZ(TL] 0.49 7 n/a n/a
Wind(LL)~_O.07 9 _>999 360 Weight: 125 lb
BRACING
REACTIONS (lb/size) 11=1534/(%5-8.7=1653/g-5~ Max Horz 11 =-2689oad case 6)
Max Li)liftl 1 =-49(load case 8) 7=-90(Ioed case 9)
Max Gravl 1 =1786(Ioad case 3), 7=1954(10ad case4)
FORCES tb) - Maximum Compression/Maximum Tensmn
TOP CHORD 1.11=-1573/112, 1-2=-3163/116, 2-3=.3835/0, 3-4=-3835/9, 4-5=-3163/28.5-6=0/46, 5-7=.1741/100
SOT CHORD 10.11=-258/299.9-t0=-195/3163.8-9=0/3163.7-8=-23/3C
WEBS ~.10=-20/2674.2-t0=-859/57 2-9=0/1005.3-9=013893. 4-9=-150/1005.4-8=-859j26, 5-8=012674
NOTES
2) Wted: ASCE 7-98; 90mph h=34ft TCDL=6.0psf; BCDL=6 0psf Category Ih Exp B; enclosed; MWFRS gable end zone; cantilever left and
Hght exposed; end vertica eft and dght exposed; Lumber DOL=l.33 p ate gdp DOL=1,33.~/
3)TCLL ASCET-98 Pr=250pof(roof ve gad LumberDOL=l 15PateDOL=l 15) Pf=25.0psf(flatroofsnow:LumberDOL=l,15P[at~ ~
OOL=I -t 5); EXp S; Fully Exp~
4 Unbalanced snow loads have been considered for this design.
v
6 ThistrussbasbeendesignedforalO.Opsfbettemchordlive[oadnonconcurrentwithanyOtherlivel°ads'
8) Provide mechanical connection (by others)of tr~ss te beadng plate capable of WlthStendmg 49 th uplift at Joint 11. and 90 ~b uplift at joint 7. .~
9) In the LOAD CASE(S) sectmn. ~oads apphed to the face of the truss are noted es front (F) or beck (B), __--_
LOAD CASE(S) Standard
1) Snow: Lumber thcrease=l.15, Plate Increase=1.15 ~o
March 22,2005
Job
HALL AND HOUSE LUMBER CO,. W~BTFIELD IN, 46074
Lawrence & Reckel Residence Rf Tm/J502
5x6 M[i20~
2x4 MIl20
18042597
Job Referenceoaoa~
6.100 s SaD 17 20C4MiTek Industdes. nc. TueMar 22 09:41:21 2005 Pa~'
3x6M[120~
8
~
800 ~
TCLL ~ [ Plates Increase 1.15 { TC 0,82 I Vert(LL -0.16 ' ~ >999 480 i MIl20 1971~44
I TCDL t5.0 [ Lumberthcrease 1.15 I BC 0.90 [ Vert(TL) -0.34 8 >727 360
SCLL 0.0 i R_e~ St.re_s_s. ncr NO I WB 0,78 [ Horz(TL) 0.49 6 n/a n/a
BCDL 150 Code IBC2000/ANS]95 (Simplified) Wind(LL) 0,07 8 >999 360
LB~CDL 15_,0 ~ _~ode IBC~ Weight: 123te
LUMBER BRACING
TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 2-7-15 oc ourltns, except end vemcals.
BOT CHORD 2 X 6 SPF No.2 SOT CHORD Rigid ce~fing direcfiy applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No,3 *Excefa'
1-9 2 X 4 SYP NO.2.3-8 2 X 4 SYP No.2.5-7 2 X 4 SYP No.2
REACTIONS ub/size) 10=t534/0-5-8, 6=1534/0~5-8 Max Horz10=252(tead case 7]
Max Up~fi~ 0=*47(load case 8), 6=-47(~oad case 9~
Max Grav10=1786(toa~ case 3L 6=1786(teed case 4)
FORCES (lb) ~ Maximum Compression/Ma)emum Tension
TOP CHORD 1-10=-1573/119. 1-2=-3163/134~ 2-3=-3835/3, 3.4=-3835/37.4-5=-3163/38.5-6=-1573/57
SOT CHORD 9~10~273/280.8-9=-226/3163, 7-8=0/3163.6-7=-23/30
W~SS 1-9=-36/3674, 2-9=,859/34, 2-8=0/1005, 3-8=-15/3893, 4-8=-t70/1005.4~7=-859/37.5-7=0/2674
NOTES
2) V~nd: ASCE 7~98; 90mph; h=34ff; TCDL=6 0psf BCDL=6 0psf; Category I Exp B eociosed; MWFRS gable end zone; canfitever left
ght exposed; end ve[t ca eft and Hght exposed Lumber DOL=t .33 plate grip DOL=1.33.
3) T~LL ASCE 7-98; Pr=25 0 psf (mol ve oad Lumber DOL=t t5 P at~ DOL=I 15) Pf=25.0 psf (fiat roof snow: Lumber DOL=1.15 Plate
DOL=l.15); Exp B Fully Exp.
4) Unbelanced snow Io~ds have been considered for this design.
5) This truss has bee~ designed for a 10.0 psf bottom chord five thad nonconcurmnt with any other live loads.
7) Pro,de mechanical con nec5on (by others) of truss to beed~g p[ate capable of withstanding47 b up ft at jo nt 10 and 47 lb uplift at oint 6.
8) In the LOAD CASE(S) secbon, loads applied to the face of the tr~ss are noted as front (F) er back (B).
LOAD CASE(S) Standar~
1) S~ow: Lumber Increase=1,15. Plate thcrease=1,15
Uniform Loads (plf)
Vert: 1-3=-80 3-5=-80, 8-10=-70{F=-40L 6~8=-70¢F=~40)
ROOF~V2
HALL AND HOUSE LUMBER CO., WESTFIELD IN. 46074
I LOADING (psf) SPACING 2-0-0 CSI
TCLL 25.0 Plates Increase t.15 TC 0.87
TCDL 15.0 Lumber Increase 1.t5 BC 0.29
BCLL 0.0 Rep Stress Incr NO WB 0,69
~15.0 Code IBC2000/ANS~95 ] (S!m~plified)
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOTCHORD 2X6SYP DSS
WEBS 2 X 4 SPF No.3 *Except~
DEFL m 60c) ~tdefl L/d PLATES GRIP
Veff(LL) -0.07 12-13 >699 480 MIl20 197/144
Vert(TL) -0.14 12-13 >999 360
Horz TL) 0.0t 8 ~Ja n/a
W~nd(LL) 0.03 12 >996 360 Weight' 6871b
BRACING
2-13 2 X 4 SYP No.2.4-13 2 X 4 SYP No.2, 4~11 2 X 4 SYP No,2
REACTIONS (Ib/s~ze) 8=4653/0-5-8. 15=4653/0-5-8 Max Horz 15=-279(IOad case 6)
Max UpliftS=*366(tead case 7), 15=-378(teed case 61
Max Grav8=4993(Ioad case 4), 15=49700oad case 3~
FORCES (Ih) - ~aximum Coml~mssion/Maximum Tension
TOP CHORD 1-2=~441109, 2-3=-2254/189.3~=-2254/190, 4-5=-1521/155.5-6=-1676/162. 6.7=-871/115. 7-8=-4676Y355
BUT CHORD 14.15=-188/219,13~t4=-206/401, 12-13=-284/2605, 11.12=-284/2605 10-1t=-127/936, 9-10=~127/936,8-9=-58/75
WEBS 2.14=-34061344~ 2.13=-319/3754. 3-13=-608/107.4-13=-728/1t7.4-12=~7/1993, 4-1 I=-2273/221, 5-11=~41/410.
6-11=-268/3053 6-9---3909/314.7-9=-343/4657. 1-14=-385/4599
5) TD~oLLL.~iS,,~,EE7.xpg}. i~;~y5.E%P, sf (roof live load: Lumber DOL=1.15 Plate DOL~-1.15); Pr=25.0 psf (flat mol snow: .umber DOL=l.15 Plate
7) Provide adequate drainage to prevent water ponding. ¢ --
8) This uss has b~en des~g ned ~ort w, , ,a ~ 0.0 psf ~o~om chord live Ioag nonconcu~nl w~h any ot~er ~ive
MiTek°
T~ss Type
SPECIAL
N.46074
-- P y Lawrence & Reckel Residence Rf Trs/JS02 9~80425
005 PaoJ2' 6.100 s Sep17 2004 MiTek lndustdes Inc. TueMar2209: :2 g
LOAD CASE(S) 8tanaara
) Snow Lumber Increase=l ,'i5, Plate Incmase=1.15
Uniform Loads (pi0
Vert: 1-2=-80. 2-5=-80, 5-6=-80.6-7=-80, 8-15=-375(F=-345)
Job ~Type
~ I ..~_~ren~p~onal) ..... 2005 Pa~
2x4 M020
9
1(3
7x8 MIl20 -
I TC_L_.L ~.5.0_ i Pates ncmase 1.15 TC 0,22 I Vert(LL) ~0.02 ~(~ >999 490
TCDL 15.0 Lumber increase '[~ BC 0.11 I Vert(TL) -0.05 10 >999 360
L~CDL . [~ ~mplified) [ Wind. (LL) .02 10 >999 360_~
7
2x4 MIl20
PLATES GRIP
Weight 230 lb
REACTIONS (lb/size) 12=1820/C-5-8.7=1820/0-5-8 Max Horz 12=-85(Ioad case 6)
Max Uplk~t12=-170(ioad case 8) 7=-'~70(Ioad case 9)
Max Grav12=1979(Ioad case 3}, 7=1979(Ioed case
FORCES (Ibj · Maximum Compression/Maximum Tension
OTCHORD 11-12=-66/70, t0-11=-193/1571,9-10=-368/2537 8~9=-155/1571 7-8=-14/18
WEBS 2-1 t=-1462/257, 2~10=-242/1340.3-t9=6/353.3-9=-147/147.4-9=6/353, 5-9=-26611340, 5-8=~1462/247. 1.11=-170/1788.
NOIES
) 2-pry tr~ss t~ be connected together with I Od Common(. 148"x3") Na~IS as follows:
2)AIHoadsareconsideredequalhyapp~iedtoa plies, exceptifnotedasfront(F ba (B ' ( ) ' · Y P ~
connections have been' provided te distribute only loads no ed as (F) or (B). un ess o hearse nd cated ~j~ ~ ~ YT..)~.
3 Unba anced mol ve loads have been considered for th S design, y% [.~,~,~_~t I~,[,,_
- ' - = 4 T D =6 sf'BCDL=60 sf'Ca o Ex B. endosed MWFRSgabeendzone canti)everieftand - .,~,"~'.\~c.(J/~l~i(J/.
5 TCLL:ASCE7-98:Pr=25.0psf(roof veload:LumberDOL=l-15PlateDOL=1,t5);Pf=25.Opsf~flatr°°fsn°w:LumberDOL=1'lSPlate ~ .~..~.~t~.~=.4~...%
6) Unbalancedsnowloadshavebeenconsideredforth[sdes~gn = ~ No, )9900zi]§
9 Provdemechen(ca connecion(byothers)oftrusstobeanngpatecapabteofw~thstandmgl70ibupliftat otrdl2andl7Olbuphftatj°mt ~- ~O % STATEOF
10) ~i~er ~.~. h,p ..d w,~h 9-19-10 ~.~ ~e~. ~ ~ '...~).~..
9.10-6 and 4941b down and 210)b up at 6-10-10 on top chord. The deslgn/seteciion of such spec)al connection devine(s) ms the ////. ONAL
Job
ECl
HAL[ AND HOUSE LUMSER CO.. WESTF[ELD IN 46074
LOAD CASE(S) Standard
1) Snow; Lumber Increase=l.15, Plata Increase=l.15
Un~form Loads
Concentrated Loads (Ih)
Vert: 3=-494(F)4=-494(F)
SPACING 2-0-0 TC 0.46
TCLL 25,0 Platas Inccease 1.15
TCDL 15.0 Lumberlncrease 1.15 BC 0,31
BCLL 0.0 Rep Stress Incr NO WB 0.47
P~-t~-Offset s (X~~ [7:0~ [9:0-2-9 9-~?~8), [1
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SPF NO.2
WEBS 2 X 4 SPF No.3
DEFL in {loc) i/deft L/d PLATES
Vet[iLL) -0.03 16 >999 480 MIl20
VeP4TL) ,0.06 16 >999 36(3
HOrZ(TL) 0.05 11 n/a
W~nd(LL) 0.01 16 >999 360 Weight: 126 lb
BRACING
TOP CHORD Sheathed ~r 4.I 0-7 oc pun~ns, except end ver~cals,
BOT CHORD Rigid ceiling a~rec(3y applied or 10-0-0 oc bracing.
GRIP
197/144
REACTIONS (lb/size) t8=1353/0-5,8,11=1353/0-5-8 Max Horz 18=169ftoaa case 7)
Max UpliftlB=~82(Ioaa case 8) 11=-82(toad case 91
Max Gray 16=t630(Ioad case 3). 11 =1630(load case 4)
FORCES (lb) - Maximum Compression/Maximum TensioP
TOPCHORD 1-2=0/46 2~3=-892/80. 3-4=-1582/98.4-5=-1227/84 5-6=-1116/90 6~7=-1227/84 7-8=-1562/57 8-9=,692/79 9-10=0/46.
2-18=-1535/93. 9-11=.1535/92
BOT CHORD t7-18=446/151 16-17=-136/846, 15-16=-139/1387.14-15= 86/1120. 13-t4=-41/1387. 12-13=-t0/846, 11-12=~18/23
7~13=0/351.8.13=-47/710, 8-12=-1004/15.2-17=0/f055.9-12=0/1055
DOL=1.15); Exp B; Fully Exp
9) In the LOAD CASE(S) secbon, loads applied to the face of Lhe truss are noteo as front iF) or back (B).
LOAD CASE(S) Standard
1) Sriow; Lumber Increase=l.15 Plata Incpease=l,15
Co~5nyed on page 2
Lawrence & Reckel Residence Rf Trs/J502 1804260~
Job
ROOF-V2
SCZ4A ~PECIAL
CO.. WESTFIELD IN. 46074
Job Reference o~n..a.J~
6.100 s Seo 17 2004 MiTek Industlles nc, Tue Mac 22 09:41:22 2005
LOAD DASE($ Standard Uniform Loads (pit)
M
Job
ROOF-V2
~LAND HOUSE LUMBER CO.. WESTFIELD IN. 46074
LawTence & Reckel Residence Rf Trs/JS02
6.100sSeot72004MiTeklndus~ies. lnc. TueMar2209:41:222005 Pug I
Scale = 1538
2x4 M~I20
2x4 Mil20
6
~~~1 [11 ~)-5-4,0-3"5], [1~:9~_... _._ _-
DEFL in {icc) ~/defl L/d
0.45 Ve~(LL) -0.05 12-13 >999 480
TCDL 150 ~ Lumber Increase 1.15 BC 0.55
~~9~5BCLL 0~0 Rep Stress Incr NO ~swCiB_m_p_lified)WB 0.46
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 X 4 SPF No,3
PLATES GRIP
Vert(TL) ~6.t2 12-13 >999 360
HoFz(TLI 0.05 10 n/a n/a
Wi~ld(LL) 0.02 13 >999 360 Weight: 1171b
BRACING
TOP CHORD Sheathed or 4-10-14 oc purhns, except end ver~ca~s.
REAClIONS (lb/size) 15=1353/9-3"8, 10=1353/0-5-8 Max HorzlS=-218(Ioed case 6~
Max Upflftl 5~80(Ioad case 8), 10=-80(Ioad case 9)
Max Grav15=1605(Ioad case 3), 10=1605(Ioed case
FORCES (lb) ~ Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46. 2-3=-874/79.3-4=-1475/98. 4-5=-1475/176.5-6=~1475/120. 6-7=-t 475/76.7-8=~74/78.8-9=0/46.2-15=-1510/92
BOTCHORD 14-15=-195/200, 13"14=-t28/915, 12-13=~30/928, 11-12=0/815, t0-11=-18/23
WEBS 3"14=.947/42 3-13=0/919.4-13=-344/103 5-13=-139/920.5-12=-101/920 6-12~344/103. 7-12=-3/619. 7-11=-947/16.
NOTES
1 ) Unbalanced roof live toads have beef1 considered for this design. ~
2) Wind: ^SCE 7-98; 90mph; h=34ft; TCDL=6 opsf; BCDL=~ 0psf CategoP/II; Exp B; enclosed; MWFRS gab e eno zone; cantilever left and'~
dght exposed; end ~tical eft and right exposed; Lumber DOL=t .33 plate grip DOL=1,33. V~I
3 TCLL ASCE 7-98 Pr~25 0 psf (roof ye oad Lumber OQL=l.15 Plate DOL=l.15) Pf=25.9 psf (fiat roof snow: Lumber DOL=l.15 Plate~.~
6) This~, has ~en design~ for a 10.0 ~f ~m chord live oad nonunion, w~h any o~er live leads.
8) In the LOAD CASE(S) ~n, I~ds applied ~ ~e fa~ of the tress are norad as front (F) or back (S) ~:
LOAD CASE(S)S~nda~ =
1) Snow: Lumber Increase=l.15, Pla~ m=ea~=l.~5
March
MiTek*
ROOF-V2 SCZ4C
rmss Type
HALL AND HOUSE LUMBER CO WESTFiELD iN. 46074
Lawrence & Reckel Residence Rf T~S/J502
~1804260
6.100 s Sap 17 2004 MiTek Indusfl'ies. Inc. Tue Mar 22 09:41:23 2005 Pagd
CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SPF No.2
WEBS 2 X 4 SPF No.3
DEFL in (IBC) PLATES
Vert(LL) -0.05 t0-1~ >999 480 ~[120
Vert(TL) -0.12 10-1' >999 360
HOrZ(TL) 0.05 8 n/a n/a
W~nd(LL~ 0.02 11 >999 360 Weight: 1131b
GRIP
BRACING
TOP CHORD Sheathed or 4-t0-14 oc punlns, except end verhcals.
BOT CHORD Rigl(~ ceiling d~rect[y appl~ec or 10-0-0 oc bracing.
REACTIONS (lb/size) 13=123410-5-8.8=1234/0-5-8 Max Horzl 3=-2140oad case 6)
Max UDliftt3=-36(Ioad case 8), 8=-36(lead case 9)
Max Grav13=1437(leed case 3), 8=1437(lead case 4)
Maximum Compresslen/Max[mum Tension
BOT CHORD 12-13=-~91/196,11-1B=-1311615. ~C-11=-4tl828, 9-10=01815. 8'9=-18123
f live lead: Lumber DOL=1.15 Plate DOL=I, t5); Pf=25.0 psf (fiat roof snow: Lumber DOL=1.15 Plata
considered for this design.
5) This truss has Dee, 10.0 psf bottom chorci five lead nonco~lc~rre~ live loads.
Provide mechanical others) of truss to bearing plate capable of w ~ uplift at joint 13 and 36 lb uplift at joint 87
Untfoml Loads (p[f)
. March ~00~
Mn'®k'
~ ITmss Tress Type
IOOF*V2 SCZ4D -~
~ALL AND HOUSE LUMBER CO,. WESTF~ELD ~N 46074
Scale = 1:545
5
TC 0.69 Ve~t(LL) -0.12 11.12 >999 480
~umber Increase 1.15 BC 0.79
Rep Stress Incr NO WB 0.91
LOADING (psf) SPACING 2-0-0
TCLL 25.0 Plates increase 1.15
TCOL t5.0
BCLL O.O
BCDL 15.0 Code [BC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP DSS *Except*
2-15 2 X 4 SYP No.2, 6-9 2 X 4 SYP No.2
WEBS 2 X4 SPF No.3 *Except'
4-12 2 X 4 SYP NO.2.1~16 2 X 4 SYP No.2.7.8 2 X 4 SYP No,2
1-14 2 X 4 SYP No.1.7-10 2 X 4 SYP
PLATES GRIP
Vert(TL) *0.22 1%12 >903 360
HOrZ(TL] 0.31 8 n/a n/a
Wind(LL) 0.04 12-13 >999 360 Weight: 2631b
BRACING
REACTIONS (ih/size) 16=7831/0-4-0, 8=9593/0-5-8 Max Horz16=~214(Ioad case 6)
Max UpiiftJ 6=-84(toad case 8), 8=-101(load case 9)
Max Grav16=7934(load case 3), 8=9696(10a(1 case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-11653/214, 2~3=~10902/172. 3-4=-8512/158. 4-5=-8513/171, 5-6=-1tt92/153.6-7=-129'~3/121.1-16=-7810/148
WEBS 2.13=~1035/180, 3-13=-85/3667 3-12=-3265/129, 4-12=-132/9015.5-12=-3675/112.5-11=-27/4142. 6-11=-1961/66
1)2/ply truss m ~e connected together with 1 Od Common(~l 48"x3") Nails as follows
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc
Sot~onl chords connected as fbi ows; 2 X 6 - 2 rows at 0~6-0 oc, 2 X 4 - 1 raw at 0-9-0 oc.
3 Unbalanced roof ~[ve toads have been considered for this design.
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrem wl[n any other live loads
ConSflnued on --a e2 ................ March 22.20051
l-mss Type
ROOF-V2 ~CZ4D SPECIAL
TALL AND HOUSE LUMBER CO,. WESTPIELD IN. 46074
NO~ES
9) Special hanger(s) or ot~er connec~on dewce(s) si'all 1oe provided sufficien~ to support concentrated load(s) 2232~b down and 231b up at 3-3-6.22~21b down and 231b up at 5-3-6
22321b down and 231b up at 7-3-6, 2232ib down and 231b up at 9~3-6, 22321b down and 231b up at 11-3-6, and 22321b aown and 231b up at 13-3-6. and 222111: down and 21lb uc
at 15-3-6 0n bottom chord, The design/selection of such soec~a~ connection device(s) is the pesponsibility of others
LOAD CASE(S) Standard
Un[form Loads (plf)
Concentrated Loads (lb)
HALL AND H~SE LUMOER C6.. WESTF~ELD iN. 46074
5-7-0 543-0
s.oo ~
2x4 MI{20
2x4 MIl20
2
2)(4 MIl20
NG (pst) SPAC NG 2~0-0
TCLL 25.0 Pates ncrease 1.15 TC 0.83
TCDL 15.0 Lumber ~ncrease 1.15 BC 0.82
BCLL 0.0 RepStmsslncr YES WB 0.80
n Icc I/deft ue PLATES GRIP
Vert(LL) -0.16 8-9 >999 480 MIl20 197/144
Vert(TL) 40.40 8-9 >905 360
Horz(TL) 0.13 8 n/a n/a
Wind(LL) 0.05 2 >999 360 Weight: 209 lb
BRACING
TOP CHORD Sheathed or 2-fi-10 DC puHins except end vat, cats.
BDT CHORD Rigid ceiftng directly appltad or 0-10-0 DC bracing. Except:
WEBS I Row at mldpt 3-11 5-9.5-11.6-8
REACTIONS (Ib/s~ze) 15=1675/0-3-8.8=t675/0-3-8 Max Horz 15=322(Ioad case 7)
Max Upftffl 5=-37(Ioad case 8). 8=-31(Ioad case 9)
Max Grav15=1886(tead case 3), 8=1844(10ad case 4)
FORCES (lb) ~ Maximum Coml~ressiol'JMaximum Tension
TOPCHORD P2=-2901/121 2-3=-2901/254.3-4=-1504/116 4-5=-14831138. 5"6='1552191, 6-7='27Fl9 t.t5=-1807/118.7-8=-240/86
SOT CHORC M-15=0/0. 13-14=01132.2-13=-591/t78 12-13=-33/1764. 11-12=-33/1764. 10-t1=0/157.4-11=~6911208 9-10=0/0.
3-11=~970/164 5-9=-370/55. 1-13=-29/2416. 13-15=-326/320.3-12=0/257.3-13=-208/1070.5-1'[=~237/184.9-11=0/1356
3) TCLL: A$CE 7498; Pr=g5.0 psf (roof live load: Lumber DOL=%15 plate DOL=1.15); Pr=25.0 psf (fiat roof snow: LumPer DOL=t .15 Plate
5) This truss has been designed for a 10.0 psf bottom chord INe load nonconcurrent wJm any Diner Ive oa(ta. ~ ,,,,~[~'~ ST ~/~'.~%
~ .-' NO. 199004io
LOAD CASEJS) Standard _- ~
March_22 2005
3x6 MII20%
5x8 Mil20 --
TC 0.80
8C 0 52
WB 076
NOTES
Tress Type
ND HOUSE LUMBER
.OAD CASE(S}
1 Loads (pll)
Uniform Loads (pit}
~oo ~F~
7oor~
.OAD CASE(S]
Snow: Lumber Inc~ease=l.15 Plate InC~e=se=l.15
March 22.200~
LOAO CASE(S)
M~ek'
Scale = 1747
7.0o
4x8 MIl20 --
3x8 MIl20--
2x4 MIl20
B
LOADING (pst) SPACING
TCLL 25,0 Plates Incirease 1,15 TC 0.23
TCDL 15.0 Lumber InCrease 1,15 BC 0.24
BCLL 0.0 Rep Stress Incr NO WB 0,57
EICDL 150 Co(re {BC2000/ANSI95 Mamx)
LUMBER
TOP CHORD 2 x 4 SYP No2
BDT CHORD 2 X 6 SYP D~S *Except-
1-16 2 X 6 SPF Ho.2
WEBS 2 X 4 SPF No,3 *Except-
2.17 2 X 6 SPF No.2. 9-18 2 X 6 BPF No 2, 5-14 2 X 8 SYP No 2
GRiP
LOAD CASE{S)
14515 N, Outer
Scale= 1:747
3x4 MH20
2
7.00
2.142 X 6 SPF NO 2.8-~52 X 6 SPF NO.2 5-112X 8 SYP No 2
LOAD CASE(S)
March 22.200~
2x4 Mil20 Scale = 1578
=- [ =
~. *-o *~ STATE OF
Mamh 22.200~
~---- [mss Type
SCZ? PECIAL
HALL AND HOUSE LUMBER CO WESTFIELD iN. 46074
5.55
8
53-7
2-0-0 CSI
0.24
Lumber Increase 1.15 i BC 0.20
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
EFL in (loc) P/deft PLATES GRIP
Veft(LL) -0.02 5-6 >999 460 I Mil20 197/I44
Veit(TL) -0~04 5 6 >999 360
Horz(TL) 0.00 5 nla nla
>999 3s0 w io ,:16 te
BRACING
TOP CHORD Sheathec~ or S*0,0 oc puffins, exceot end verticals.
SOT CHORD Rigid ceiling direcay apol~ed or 1 0,0,0 oc bracing,
REACTIONS (lb/size) 8=729/0,5-8.5=1458/0,5-8 Max Horz8=-314(taad case 6)
Max UpfiftS=-40(load case 8), 5=-80(taad case 9)
Max GravS=849(Ioad case 3), 5=1578(~0ad case 4)
FORCES (lb) - Maximum Compression/Maximum Ten$on
TOP CHORD 1-2= 540/62 2-3=~540/57 3-4=-594/79 t-8=-717 22, 4-5=-781/0
SOT CHORD 7~8=-0/285, 6-7=0/488 5-6=-0/121
WEBS 2-7=-49/88.2-6=~93/278. 3-6=-1 t0/343. 1-7=-102/632.4~=-12/695
LOAD CASE(S) Standard
1) Snow: Lumber Increase=l.15, Plate Increase=l.15
Tracezoidal Loads (plf)
Vert: 8--0(F=15. B=15)-to-5=-351(F=*160, B=-160)
NOTES
1 ) 2-ply truss t~ be connected tege her with 1 Od Cor~mo~(.148"x3") Nails as follows:
Top chords connected as roi o~: 2 X 4 ~ ~ row at 0-9-0 oc.
Sottem chords connected as fo ows: 2 X 6 ~ 2 rows at 0,9-0 oc.
coflnectJons have been provided te disffibute only taads noted as (F or (B), u~less othem~ se
3) Unbatanced roof ~ive loads have been considered for this design.
DOL=1,15; Exp B'; Fully Exp,
7) Provide adequate drainage to prevent water pond'ng.
SPACING 2-0~0 cai
LOADING(pst) Pates ncrease 1,15 TC 0,80
Lumber increase 1.15 BC 0.57
BCLL Rep Stress Incr NO W8 0.54
BCDL 15~0 Code IBC2000/ANSI tdx)
TCLL 25.0
TCDL 15.0
0.0
LUMBER
TOP CHORD 2 X 4 SYP No.2
BeT CHORD 2X 10DF NC2
WEBS 2 X 4 SPF No.3 *Except"
2-14 2 X 4 SYP No.2, 2-13 2 X 4 SYP No,2,7-9 2 X 4 SYP No.2
7-10 2 X 4 SYP No.2
CEFL i PLATES GRIP
-0,04 10-1'[ >999 480 M520 197/144
Ver{(LL) Or!
Vert(TL) -0.07 10~11 >999 360
Horz(TL) 0.01 9 n/a n/a
Wind(LL) 0. Weight: 288 lb
BRACING
REACTIONS (tb/s~ze) 14=5670/0-5-8.9=8146/0-5-8 Max Horz 14=193(toad case 7)
Max Uplift14=-175(Ioad case 8), 9=-247(Ioad ease 9)
Max Grav14=58340oad case 3), 9=8310(Ioed case 4',
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/93.2-3=-2535/148.3-4=-3634/180. 4-5=-3357/180.5-6=-3745/183. 5-7=-3004/161.7-8=0/93.2-14=-5847/200.
7-9=-6884/229
17-t8=-100/2346 tc~18=-100/2346, 10-19=-36/85.9-19=-36/85
Webs connected as fo~lows: 2 X 4- 1 row at 0~9-00c,
2)Aliloadsarecons[deredegualyapp edtoal pies exceptif noted asfront F)orback(B)face ntheLOADCASE S)secflon. Plytoply
c~nnecfl~ns have been pr~v~ded t~ distdbute ~n~y ~~~ds n~ted as (~) ~r ~~)~ ~niess ~therwise indicated~
3) Unba anced roof I ye oeds have been considered for this des gn,
4) W~nd- ASCE 7-98' 90m. , p,h' h=34ft; TCDL=6 0, p sf; BCDL=6 0psf; Catego~j, ; Exp B. enclosed' MWFRS gab e end zone
dght exposed; end vert caHeft and r~ght exposed Lurnber DOLe1.33 plate gnp DOL=l~33.
5)TCLL ASCE 7-98' Pr=25 0 psf (roof ~ive load: Lumber DOLe1 15 Plate DOLe1 15); Pf=25.0 ps~ (flat roof snow: Lumber DOLe1.15 Plate
DOL=~,15) Exp B Fufly Exp,
6)Unbalanced snow oads have been considered for this design.
?Th s tress has been designed for 1.0g times flat roof Ioed of 25 0 psf on overhangs no,'concurrent with other live loads.
_C__ont~i'on a: e 2 ._ __ March
~ANO HOUSE LUMBER CO. WESTr:IELD IN. 46074
NO~ES
LOAD CASE(S) Standard
1 ) Snow: Lumber Increase=l~15 Plate Increase=%15
Uniform Loads plo
Concentrated Loads
Ve[t: 12=-2389(F) t5=-454(F) 16=-2198(F) 17=-2389(F) 18=-2389(F) 19=-2389(F}
ROOF-V2
~LL AND HOUSE LUMBER CO.. WESTFIELD iN. 46074
Lawrence & Reckel Residence Rf Trs/J502
3x6 MII20~
9
2x4 MIl20
TCDL t5.0
BCLL 0.0
LUMBER BRACING
TOP CHORD 2 X 4 SYP DSS
7-14 2 X 4 SYP No,2, 7-~ 3 2 X 4 SYP No,2
GRIP
197/144
TOP CHORD Sheathed or 3-7-4 oc purlins, except end verticals.
BeT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
WEBS I Rowatmldpt 6-14 7-t4 7-13
REACTIONS ([h/size) 18=1959/0-5-8,11=1840/0-3-a Max Horz 18=23 fifioa~ case 7)
Max Uplift18=-520oad case 8), 11=-11 (load case 9)
Max Gravl 8=2419(Ioad case 3), 11=22516gad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46.23=-1466/62. 3-4=-2652/115.4-5=-2363185.5-6=-1925/119.6-7=-1762/103.7-8=-1656 108.8-9=1953/76
BOTCHORD 17-18=-214/180. 16-17=-211/1376, 15-16=-214/2212, 14-15=-131/2094, 13-14=-97/1786, 12-13=0/1717 11-12=0/0
WEBS 3.17=-1977/107 3-16=-56/1494 4-16=-160/112, 4~15=-304/166 5~15=0/949, 6-15=-9t/635 6-14=~981/173 7-14=-318/137
2 V~nd: ASCE 7-98; 90mph; h=34tt; TCDL=6.0psf; BCDL=6.0psf; Catego~ I~; EX@ B; enctosed; MWFRS game end zone; cantilever left an
right exposed; end vert ca eft and right expdsed; Lumber DOL=1,33 pla~ grip DOL=1.33.
3 TCLL' ASCE 7-98; Pr=25 0 ~f (roof ve gad' Lumber DOL=I 5 P ate DOL=I 15 Pf=25 0 psi" (fiat roof snow Lumber DOL=I 15 P ate
4) UnbaJarlced sllow loads have been considered for this design .~
7 This tn~ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live lobes. ~ No.]
LOADCASE(S) Standard ~. '~ '*.. ..' /~
HALL AND HOUSE LUMBER CO.. WE ST~4
18042615
Job Ref~e~
6.100 s Se~ 17 2004 MiTek Industries. Inc. T~e Mar 22 39:41:27 2005 Pa~ '
4x4 Mil20 --
3~5 ~
9
Scale= 1:740
l~? ,°-9-5], [17:9-B'4.9:?~1..~
LOAD NG (pst) ~ DEFL--' in (Igc) I/deft I Jcl
TCLL 25.0 Plates ~ncrease %15 I TC 0.91 I Vert(LL) -0.25 16-17 >990 480
TCDL 15,0 Lumberlncrease t.15 I BC 0,87 I Ver~(TL) -0,67 19-17 >598 360
BCLL oo Rep Stress ~ncr YES I WB 0.88 I HorZ(TL) 0.15 12 p/a n/a
BCDL 15.0 C~NSI95 ~__ (Simplified) / Wlnd(h~) 0.05 18 >999 360
LUMBER
TOP CHORD 2 X 4 SYP No.2 *Except*
1-5 2X4 SYP No.1
SOT CHORD 2 X 4 SYP No.2 *Except'
14-17 2 X 4 SYP NO.1. 19-t4 2 X 4 SPF No.3
WEBS 2 X4 SPF No.3 *Except'
7-17 2 X 4 SYP No,2.7-16 2 X 4 SYP No.2
SUDER Right 2 X 4 SpF No.3 1"8-0
PLATES GRIP
Weight- 243 lb
BRACING
TOP CHORD S0eat~e~, except end verticals
SOT CHORD Rigid ceiling dimcay apphed or 9-19-0 oc bracing
WEBS 1 Row au mldDt 9-17.7-17.7-16
REACTIONS (Ih/size) 12=1848/9-3"8, 21=1967/9-5-8 Max Horz21=259(Ioad case 7)
Max Uplftt12=-11(Ioed case 9), 21=-52(~oed case
Max Grav12=2262(Ioed case 4), 21=2426(teed case 3)
FORCES (lb) ~ Maximum Compression/Maximum Tension
19-14=0/I00 t0-13=-36/189 12-13=0/2850
WEBS 9-20=~1984/I08 9-t9="86/1500, 4-19=-t61/1t4 4-18=-303/163 5-1B=0/958, 6-18=-9Z/634, 6-17=.980/174~ 7~17=-329/137
7-1B=-613/172 9-16=0 652, 9-t6=-163/125 9-15=-833/28, 13-15=0/1999 9-13=-49/1682 2-20=0/t774
tN)Ou,TEb~alanced roof live tead, have beert c~nsidered for this desig,.
2) ~A~nd' ASCE 7-98' 90mph; h=34R; TCDL=6 0psf' BCDL=6 0psf' CategorY
ftght exposed; e.d veilica eft and dgh exposed; Lumber DOL=t.33 p ~te grip DOL=1,33
3) TCLL: ASCE 7-98; pr=25.0 ps[ (mol live Ioed: Lumber DOL=I A 5 Plate DOL-1A5), Pr=25.0 psf (ftat roof snow: Lumber DGL=IA5 Plate
8)Providemechanicalconnecflon(byothem)oft~usstobeadng~latecapableofwithstendng 11 buptiftat ontl2and 52 bupliftatjoird
LOAD CASE(S) Standard
March 22.2005
Reckel Resh:lence Rf Tr~.JS02
18042614
~L AND HOUSE LUMBER CO. WESTFIELD IN. 46074
Job Refer~
6.100 s Sep 17 2004 MiTek IndusMes, Inc, Tue Mar 22 09:41:27 2005 Page
4x8 MIl20--
7
9
SPACING 2'0'0 CSl
LOADING (pst)
TCLL 25.0 Pates ncrease 1.15 TC 0.86
TCDL 15.0 Lumber ncrease 'i.15 BC 0.62
BCLL 0.0 Rep Stress Incr YES WB 0.88
2000/ d)
LUMBER
TOPCHORD 2X4SYPNo.1 *Except'
6-10 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2 *Except*
8-12 2 X ¢ SPF No.3
WEBS 2 X 4 SPF No.3 *Except'
4-15 2X4 SYP NO.2 6-15 2 X4 SYP NO.2
SLIDER Right 2 X 4 SPF No.3 1-8-0
DEFL in ([0C) I/deft L/e PLATES GRIP
vei~(LL) -0.09 14 >999 480 Ml~20 197/144
Ver~(TL) -0.22 t4-15 >999 360
Horz(TL) 0.09 10 nla nla
V~ndlLL) 0 03 15 >999 360 Weight: 2341b
BRACING
TOP CHORC' Sheathed or 3.0.3 oc ~umns. except end verticals.
BOT CHORD Rigid ceiling (brectJy applied or 9-10-0 cc bracing.
WEBS 1 Row at m~d~t 3-17 5-15
DOL=1.15); Exp B; FulJy EXP.
.... suite ~00
App~cabi~ty o des gn po arnenle~ ~nd prope nco po orion o component ~s fesponsibi~ty ot b~ilding de igner - no~ frkss d~slgner. ~taci~g shown I ChestenSeld MO 63017
fQb~icalicn, quoiilycon,roLsfcrage, delivery, erecflon(~nciblacin~.c~mui, ~N$l/'{PJtO~.lfyC~eila. DSBB~*~Jnd~CSl ,. d ngCemponen' I MiTek'
~ TRUSS Type
!OOF-V2 SPECIAL
~ALL AND HOUSE LUMBER CO,, WESTFIELO IN. 46074
s.oo ~
3x6 MII20~
2x4 MIl20 3x4 MI 20 ~
PLATES GRIP
Weight: 233 lb
ECDL 15.0 L Code IBC2000/ANS~95 ~at ~x) ~.. Wmd(LL) 0 04 16 >999 360
BRACING
TOp CHORD Sheathed or 0-3-11 oc purlins, except enci verbca[s
BOT CHORD Rigid ceiling direcUy applied or 10-0-0 ec bracing Except:
WEBS I Row at midpt 4-15.5-15.5-12.7-12
Max Horz 19~292(Ioad case 6)
Max Uplift19=-6(~oad case 8), lO=-89(load case 9)
Max Gravlg=2213(Ioad case 3), 1 O=2520(Ioad case 4)
FORCES {lb} * Maximum Compressm~Maximum Tension
BOTCHORD 17-18=-278/367 16-17=-307/181t. 10-16=-161/1908. 14-15=~113~1802, 13-14=-113/1802 12-13=-113/1802 11~12=0/165~
WEBS 1-17=-100/2056 2-17~883/138 2-16=-199/397. 3-16=-454/167, 4~16=-155/1504, 4-15=-533/154. 5-15=-693/143
DOL=l.15) Exp B Fully Exp, NG
4) Unbalanced snow loads have been considered for this design,
March 22,20_05j
HALL AND HOUSE LUMBER CO.. WESTFIELD IN.46074
Law?ence & Reckel Residence Rf T~'J502
1804261
6,100 s Se~ 17 2004 MiTek Indust~es Inc. Tue Mar 22 09:41:28 2005 Pag~
3x4 Mil20
8
LOAD SPACING !70- ) CSl
TCLL Plates ncmase 1.15 TC 0.78
TCDL Lumber Increase 1.t5 BC 0,65
ECLL WB 0,92
BCDL {Matfix~
9
3x6 MIl20
LOADING (psf) SPACING
25.0
00 Rep Stress Incr YES
150 Code ISC2000/ANS[95
LUMBER
TOP CHORD 2 X 4 SYP NO.2
SOT CHORD 2 X 4 SYP No.2
WEBS 2X4 SPF No.3 *Except'
6-12 2 X 4 SYP NO.2, 4-12 2 X 4 SYP No.2
DEFL in (loc) ./deft L/a PLATES GRIP
Vert(LL) -0.10 9-10 >999 480 ~11120 197/144
Vert(TL) -0.26 9-10 >999 360
Wind(LL) 0.05 14-15 >999 360 Weight:2181b
BRACING
TOP CHORD Sheamed or 3-9.8 oc ~uB~ns. excem ena verticals.
BOT CHORD Rigid ce~00g olrecay appfied or 10-9.0 oc bracing
WEBS I Rowat midpt 3-13 4-13 6-10. 5-12
2 Rows at1/3 pts 7-9
REACTIONS (Ib/s~ze) 17=1671/9.9.8 9=1671/O-3-9 Max Horz 17=284(]oad case 7)
Max Uplift17=-9(load case 8}
Max Gray 17=2084(Ioad case 3}. 9=2029(IoaCi case 4)
FORCES (Ibl - Maximum Compression/Maximum Tension
~OTCHORD 15~16=-334/329 14-15=-378/1706. 13-14=-290/2263. 12-13=-t81/1475 11-12=-86/1264 19.11=-86/1264 9.t0=-42/1030
/VEBS 1-15=-131/1939 2-15=-817/126 2~14=-190/324.3-14=-164/1249.3-13=~1496/208.4-13=-104/362, 9.12=-151/790
6-10=-307/169 7-10=-88/631 7-9=-1884/53.5-12=-713/168.4-12=-147/48~
NOTES
t Unbalanced mol live toads have been considered for this design. ~..~
2 Wind: ASCE 7-96; 90mph h=34ft TCDL=6.0psf BCDL=6,0psf; Category ii; Exp B; enc osed; MWFRS gable en~ zone; cantilever left and ~,~
right exposed; end vertical left and dght exposed; Lumber DOL=l,33 plate gdp DOL=1,33.
4) Unba anced snow o~s have been cons der~ for ~is des gn
beating suda~. . , ~
LOAD CASE(S) S.nda~ ~
March
ROOF-V2 PECIAL
HALL AND HOUSE LUMBER CO,, WESTFIELD IN. 46074
Lawrence & Reckel Residence Rf Tm. J502
8042611
6.100 s Sel) 17 2004 MiTek Industries Inc. Tue Mar 22 09:41:28 2005 Pa
8.ooR2
5×8 MI~20~
3
2
2x4 MIl20
LOADING (psf) SPACING 2-0-0 CS
TCLL 25.0 Plates ~ncrease 1.15 TC 0,42
TCDL 15.0 Lumber increase 1.15 EC 0,10
BCLL 0.0 Rep Stresslncr NO WS 0.45
BCDL 15 0 Code IBC2000/ANSi atrix)
LUMBER
TOP CHORD 2 X 4 SYP NO.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No~3
REAC'BONS (lb/size) 16=24'~2/a~3-8 1 t=2412/0-3,8 Max Horz 16=224(10ad case 7}
Max Uplifti 6=-347(teed case 8), 11=-347(10ad case 9)
Max Grav16=2649(load case 3). 11=2649(Ioad case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0193.2-3=.1727/328, 3~4=-1701/345. 4-17=~2361/568. 5-17=-1955/442. 5.6=~2010/534. 6-18=-1959/430,
7-'i8=-2365/555 7.8=-17B0/325. 5-9=-1726/308. 9-10=0/93 2-t6=-2522/418 9-11=-2521/392
DOL=I,'I 5); Exp B; Fully Exp,
DEFL ~n (IGC) I ctefl L/d PLATES GRIP
Vert(LL) -0.03 14 >996 480 Mil20 197/144
Vert(TL) ~0.05 13-14 >999 360
Horz(TL) 0.04 11 n/a n/a
Wind(LL) 0.02 14 >999 360 Weight' 321 lb
BRACING
TOP CHORD Sheamea o~ B-0-0 oc purlins, except eno vemcam.
EOT CHORD Rigid ce,rog 61rec~y applied or 10-0-0 oc bracing
NO'rES
LOAD CASE(S) Standard
1) Snow: Lumber Increase=l,15 Plate Increase=l,15
Uniform Loads (plf)
Concentrated Loads (lb)
2x4 MIl20
75~ MII20m
TCLL 25.0 l Plates ~ncrease 1.1~
TCDL 15,0 Lumber increase 1,15
BCLL 0,0 Rep Stress Incr YES
BCDL 15.0 Code IBC2000/ANS[95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X4 SYP No.2
WESS 2 X 4 SPF No.3
CSl
TC 0.59
BC 0.27
WB 0.51
(Simplified)
DEFL in (lOC} I/deft L/(~
Vert{LL) -0.03 17-18 >999 480
Ved,(TL) -0.09 17-18 >999 36C
HOrz(TL) 0.04 11
VV[rtd(LL) 0.0~ 16 >999 360
PLATES GRIP
Weight: 184 lb
BRACING
TOP CHORD Sheathed or 5-8-14 oc purlins, except end ver~cais.
SOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing,
REACTIONS (lb/size) 18=1189/0-5-8. 11=1189/0-5-8 Max Horz 18=-286{10ad case 6)
Max Uplift18=-47(taad case 8), 11 =-47(taad case 9)
Max Gray18=13950oad case 3), 11 =1395(taaa case 4)
FORCES (lb) - Maximum Compress~o~Maximum Tension
TOP CHORD 1-2=0/46, 2-3=-772/92. 3-4=-773/424.4-5=-706/115. 5-6=-639/110.6~7=-706/110, 7-8=-773/87.8-9=-772/58.9-10=0/46
NOTES
LOAD CASE(S) Standard
6.100-------~s Sec 17 20{34 MiTek Industries. Inc. Tue ~ar 22 09:41:29 2005 Pag~ 1
5x6 MII20~
CS
TC 0,77
BC 0.40
WB 0.41
LOADING (ps0 SPACING 2-~-0
TCLL 25.0 Plates Increase 1.15
TCDL 15,0 Lum~er Increase 1.15
BCLL ~.0 Rep Stress Incr YES
BCDL 15.0 Code IBC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BeT CHORD 2 X 4 SYP No.2
WEgS 2 X 4 SPF No.3
L in (loc) /deft L/d PLATES GRIP
(LL) -0.07 11-12 >999 480 Mt20 197/144
(TL) -0,19 11-12 >999 360
Horz(TL) 0.04 8 n/a n/a
~(LL) 001 11 >999 360 We~ghtc 1421b
gRACING
TOP CHORD Sheamec or 4-10~10 oc puffins, except eno veracals
gOT CHORD Rigid ceiling direcfiy appl~eo or 10-0-0 oc braclng.
WEBS 1 Row a[ midpt 2-12.6-8
REACTIONS fib/size] 12=1189/0-5-8, 8=1189/0-5-8 Max Horz 12=-354(Ioed case 6)
Max Upir~tl 2=-42(Ioed case 8). 8=-42(toad case 9)
Max Grav12=1359(Ioad case 3). 8=1359(Ioaa case 4)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46.2-3=-766/82 3-4~652/121, 4-9=-652/142, 5-6=-766/74.6-7=0/46.2-12=-12711155.6-8=-1271/58
WEBS 3-11=-188/132. 3-10=-307/178 5-10~307/130. 5-9=-188/60. 2-11=0/720. 6-9=-18/720. 4-10=-98/430
NOTES
1 ) Unbalanced mol live loads have been considered for this design.
2 Wind: ASCE 7-98 90mph h=34ff; TCDL=6~0psf; BCDL=6,0psf; CategoR/ti; Exp B; enclosed; MWPRS gabte end zone: canalever [eft and
ight exposed: end ve[tica~ left and right exposed; Lumber DOL=l.33 plato grip DOL=I 33.
3 TCLL: ASCE 7-98; Pr=25.0 psf (mol live [oath Lumber DeL=l.15 Plate DOL=I~I 5); Pf=25.0 psf (fiat roof snow: Lumber DOL=I. 15 Plate
DOL=1,15); Exo B; Fully Exp,
4) Unbalanced ShOW loads have been considered for this design.
5 This tr~ss has been designed for ' 00 times fiat roof load of 25.0 psf on ovemangs nom(x~ncurre~t with other live loads.
6) This truss has been designed for a 10.0 psf bottom chord five ~oad nonconcurrent with any other live loads.
of bearing surface.
8 ) Pr~vide mec~amcaI c~nnecti~n (by ~thers) ~f truss t~ bead~g plate capabIe ~f withstand~g 42 ~b up~ at j~nt12 and 42 ~b upIift at j~int 8`
LOAD CASE(S) Standard ---
No, 199004
Marc~
ROOF-V2
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074
2
3
2x4 MIl20
0
LOADING (pst} SPACING 2-0-0
TCLL 25.0 Plates Increase 1.15
TCDL 15.0 Lumber Increase 1.15
BCLL 0.0 ReD Stress Incr YES
BCDL 15.0 Code /BC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP NO.2
SOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SP~ No.3
CSI DEFL m IBc) Fdefl L/d PLATES GRIP
TC 0.94 Vert(LL) -0.16 lC~11 >999 480 | MIl20 197/144
-0.42 10-1t >615 360
BC 0.69 Vert(TL)
WB 0.61 Horz(TL) O.04 8 n/a n/a
0.0t t0 >099 360 Weight: 1501b
REACTIONS (iD/size) 12=1180/0-3-8, 8=1299/0-5-8 Max Horzl 2=-366(10ad case 6)
Max Uol~ft12=-31(Ioad case 9}, 8=-52(~oad case 9)
Max Grav12=1271(Ioad case 3). 8=1522(Ioed case 4)
FORCES (lb) - Maximum Comomssion/Maximum Tension
TOP CHORD 1-2=-663J53, 2-3=-863/177, 3-4=-10521t48, 4.5=~1052/64. 5-6=-589/87. 6-7=0/4B. 1-12=-1t 80/55.6-8=-1487/66
NOTES
1 ) Unbe~anced roof live foaQs nave peen considered for this design.
2) W3nd; ASCE 7-98; 50mph; h~34ft; TCDL=6.0psf; BCDL=6.Opsf; Category I~; ~xp B; enclosed; MWFRS gable end zone; can51ever tsft and
right exposed; end vertical tsft and right exposed; Lumber DOL= 1.33 plate grip DOL=1.33 ~
3) TCLL: ASCE 7-98:Pr=25.0 pst (roof live load: Lumber DOL=t .15 Plato 3OL=1.15); Pt=25,0 pst (fiat mot snow: Lumber DOL=1.15 Pla
DOL=1.15); Exp B; Fully Exp
4~ Unba~anceo snow ~oads have been considered for thts aeslgn.
5) This tn~ss has been designed for 1,00 times fiat root load of 25.0 Pst On overhangs non-concurrent wi~ other live ~oads.
6 This trdss has been des~ned for a 10.O pst be[tom chord live load nonconcurmnt with any other live loads.
7 Beadng at joint(s) 12 considers parallel ~ groin val~e using ANS~FrPI I angle th grain formula. Building designer should venfy capacity of
8) Pn3vlde mechanical connection (by others) of tress to beanng p~am caoatita of withs[anding 3~ lb uplift at joir~t 12 and 52 ~b ~pl~ at jolr~t B,
LOAD CASE(S) Standard
Job I~ ..... ~mss Type
SCZ9D PECIAL
HALL AND HOUSE LUMBER CO.. WESTFtELD IN. 46074
6.100 s Sop t7 2004 M~ek Industries. inc. Tue Mar 2209:41:30 2005 Pag~ ~
7~ MII2O~
2x4 MIt20
50Ol~
13-8-5
LOADING (pst)
TCLL 25.0
TCDL 15.0
,CLL 0.0
CDL 15.0
SPACING 2-0.0
P~atas Increase 1,15
Lumber Increase t.15
Rep Stress Incr NO
IBC2000/ANS~9."
LUMBER
TOP CHORD 2 X 6 SPF No.2
BOT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
CSl
TC 1.00
BC 0.11
WB 0,64
(Sim
DEFL ~n loc I/deft LI~I PLATES GRIP
Verf(LL) .0.05 10 >999 480 Mti20 197/144
REACTIONS [Ib/s~ze) 12=5456/0-3-8.8=5915/0-5-8 Max Horz 12=267(I0ad case 5)
Max Uprift12=-446([oad case 4), 8=.019(Ioatl case 5)
FORCES (Ibl - Maximum Compressmn/Maximum Tensmr
TOP CHORD 1-12=~53681446 1-2=-2920/304.2-3=-3455/295.3-4=-3455/295.4-5=-3455/295. 5-6--1054/t50. 6-7=0/0.6-8=~5880/533
WEBS 1-11=.341/4359. 2~11=-3032/367, 2.10=.128/628 4-10=-2580/278.5-10=-380/3701 5-9=-43261452.6-9=-35914184
NOTES
1) 3-ply truss to De connectecl together with 10d Common(.148~'x3") Na~ls as follows:
Top chords connected es follows: 2 X 4 - 1 row at 0-9-00C. 2 X 6 - 2 rows at 0-9-0 oc
Boff~om cnor(3s conneC[ed as follows: 2 X 6 - 2 rows at 0-9*0 oc~
Webs conr~ected es foliQws: 2 X 4 - 1 row at 0-9-0 oc
beadng surface.
such special connection device(s) is the responsibilit~ of others.
LOAD CASE(SI Standard
Continued on= a e 2 ........ March 22 2005
Truss Truss Type
D
~BER CO- WESTFIELDIN 46O74
LOAD CASE(S) Standard
1) Snow: Lumber Increase=l.15 Plate Increase=l,15
Concentrated Loaos
vert: 1 =-950(F) 6=~950(F)
& Reckel Residence Rf T~/J502
18042625
Job Reference '.o tmnal
6,100 s Sep 17 2004 MiTek Industries Inc. TUb Mar 22 G9:41:30 2005 Pag~ 2
II
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