HomeMy WebLinkAbout05050132-Truss InfoMiTek Industries Inc.
14515 No~h Outer Fo~y Drive
Suite 300
Chesterfietd. MO 63017-5746
Teteoho~ 314/434-1200
Fax 314/434-5343
Re: 885VWC
HOMES BY JOHN MCKENZIE LOT#885 V.OFW.C.
The mlss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Halt & House Lumber Co. Inc..
Pages or sheets covered by this seal: 18399715 thru 18399749
My license renewal date for the state of Indiana is July 31, 2006
=':. '-------
~ ~ % STATEOF F-~ ~
//~ ~/ON~L~~
May 27,2005
Lin, Xueg~g
~e se~ on these drawings in,cate accepmce ofprofession~ engineer~g respo~ibili~ solely for the
~s components shorn. ~e suitabili~ ~d ~e of~ component for ~y p~icutm building is ~e
respo~ibili~ of~e b~lding desirer, per ANSI ~I-2002 Chapter 2.
truss Type
885VWC
~SE LUMBER CO WESTFIELD IN. 46074
H TRUSS
HOMES BY JOHN MCKBNZIE LOT~685 V.OFW.C.
18399715
6.1 O0 s Seo 17 2004 MiTek Indus~es Inc y 2 : : P~ge
Scale = 1:298
~o.oo ~
2x4 MII2O
TCDL 10.0
BCLL 0.0
LUMBER
TOP CHORD 2X ~ SYP NO.2
SOT CHORD 2 X 0 SYP DSS
WEBS 2 X 4 SPF No.3
SLIDER Left 2 X 8 SYP No.2 1-9-1
CSI in (iBC) i/deft L Jcl PLATES GRIP
TC 0 45 , I Vert(LL) -0.02 8-9 >999 360 Mrl20 197/144
SC 0.09 ] Veft(TL) -0.03 8-9 >999 240
WS . 0.42 I HoFz(TL) B.O0 7 rile n/a
(Matnx) - Weight: 84 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc ~udms. exceo~ end verticals, and 20-0 oc ou0ms
REACTIONS (lb/size) 7=926/0.3-9.2=772/0-3-8 Max Horz2=t06(load case 6)
Max UoliffT=-323{Ioao case 6), 2=-191 (load case 7)
Max Gray7=1048(lOad case 3), 2=789(toad case 2'
FORCES (ih) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-27/6.2-3=*964/204.3-4=-898/252.4-5=-757/247. 5-6=-756/248 6-7=-799/233
WEBS 3.10=-74/58, 3-9=-192/57, 4-9---109/359, 4~6=-79/68, 5-8=-377Jt 12, 6-8=-293/957
NOTES
1)V~nd: ASCE 7-98; 90mph; h=25ft; ,[CDE=5.0psf; BCDL=5.0psf; Category ; Exp B; eoclosed MVVFRS game ena zone: can01ever left an
dght expesed: end verfica left and right exl~sed; Lumber DOL=1.33 plate grip DOL=I 33.
2)TCLL; ASCE 7-96; P~-20~O psf (fiat roof snow); EXp B; Fully Ex~
3)Unbalaru:ed snow loads have been co,?dared for this design. "r live loads
8) ~esign assumes 4x2 (fiat orientation) pudins at oc spacing indicated fastened to truss TO w/2-1 Od nails.
9) Special hanger(s) or ¢;ther connection devil(s) shall be provided sufficient to supp°rt c°nceofrated I°ad(s) 122{b d°wn and 771b uP at
and 67,h up at 12-4-12 on botfom chord. The design,se~ec~on of s~ch special c°nnec~°n device(s) is the res~°"$'b'i'tY °f °them'
_= '
10) in the LOAD CASE(S) section, loads applied to the face of the truss are nbted as front (F) or hack (B)
Ma. 27 20 5_
~ I pty ~Y JOHN MCKENZIE LOT8885 V.OFW,C.
~ ~03997'~
6 100 s Seu 17 2004 MiTek Indusffies. inc. Ffi ~y 27 09:11 :~ 2005 Pag~ 2
LOAD CASE(S) Standard
Concentrated Loads (lb)
Ve~t 7=-142(F) 9=~122(F)8=-122(F 11=*122(F) 12=-I22(F
MiTek'
HOMES BY JOHN MCKENZIE LOT#885 V. OFW.C.
I8399716
6.100sSep 172004MiTeklndustdes nc. FdMay2709:11:042005 Pag~
2x4 MIl20
TCLL 20.0
TCDL 10.0
ECLL 0,0 Code IRC2000/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BeT CHORD 2 X 6 SYP DSS
WEBS 2 X 4 SPF No.3
SLIDER Left 2 X 8 SYP No.2 1-9-1
DEFL
BC o.lo I
Ve~{TL)
WB 0.50 ~rZ(TL)
(Matrix)
BRACING
TOPCHORD
BOTCHORD
JOINTS
REACTIONS Ob/size) 7=907/0-3-8 2=850/0-3-8 Max Horz2=106(IOad case 6)
Max UptiftT=-314(Ioad case 6), 2=-215(Ioed case 7)
Max Gray7=1046geed case 3), 2=851 (load case 2)
FORCES (lb) * Maximum Compress)on/Maximum Tension
BOTCHORD 2-10-~289/642 9-10=~289/842 9-11=-287/800 11-12=-28718g0,8.12=.2871800,8-13=-39152 13-14=-39/52 7-14=-39/52
WEBS 3-10=.96/67, 3-9=-~ 82/54, 4-9=-126/396, 4-8=-102/16g, 5-8=-422/126, 6-8=-347/1124
1N)Ow--/~I hsd: ASCE 7-98; ,0mph; h=25ft; TCDL=5.0psf; BCDL=5.0psf; Category ,,; Exp E; etlclosed: MWFRS gabie end zone: cantilever
right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL; ASCE 7-9B; Pr=20,0 psf (fiat roof snow); Exp B Fully Exp.
5) provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 1 g~0 psf bottom chord live load nonconcurrent with any ether Jive loads
8) Design assumes 4~ (fiat orientation) pudins at oc spacing ind~cafad, fastened to truss TC wi 2-1 Od nails.
9) Special hanger(s) cr other connection device(s) shall be pmvlaed sufficient to suppor~ concentrated load(s) 1221b down and 77ib up
4~2-7. 1221b down and 77lb up at 6-2-7, 1221b down and 771b up at 3-2-7. and t22th dowr a~d 77~b up at 10-2-7. and t 221b down and
10) in the LOAD CAS E(S) sectlan, loads apphed to the face at tne truss are nome as front (Fl or Pack (BI
LOAD CASE(S) SfanaarU
t) Snow; Lumber Increase=l.15, Plate Incmase=l.15
Unite n'n Loads (pJf)
~ ox, ...//v~^~,~....~.",,
· .~. '~.~, .,. .......... ,-~ ~
M~ 27 2005
~HOMES BY JOHN MCKENZIE LOT8885 V.OFW.C. 183997t
LOAD CASE(S) Standar~
Concentrated Loads (Ih)
Vert 9=.122fB~ 11=-122(B) 12=-122(B) 13=-122(B) 14=-122(B)
,,..;.~ST.~e~..'
]9900415 ~
........... r~ ~-
-.,- ~,
Ma ~7 2 5
MEek
HOMES BY JOHN MCKENZ~E LOTS885 V.OFW.C. ~
BCDL 10.
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2X 6 SYP DSS
2 X4 SPF No.3
PLATES GRIP
Weight; 308 lb
BRACING
TOP CHORD
BOT CHORD
REACTIONS (Ih/size 19=1580/0-3-8, 11=1557/0-3-8 Max Horz tg=12g(load case 6)
Max Uplift19=,399(Ioad case 6), 11 =-389(Ic~d case 5)
Mex Gravlg=1883(Ioac~ case 2), 11=1861 (IoaQ case 3~
NO~S
cormect~ons have been provided to dis~bute only Joads nmed as (F) or (B), un,ss ome~ise indicted. ~ ~GANG/. ~///
5) Unba~e~ snow loads have been ~nsider~ for this deign ~ ~ NO. ] ~g004 ] 5 ~ ~
S Type HOMES BY JOHN MCKENZIE LOT#885 V.OFW. C
GIRD03
6.100 s Sec 17 2004 MiTek Industries ~11:05 2005 Pag~ 2
~HOUSE LUMBER CO., WESTFIELD [N 46074
NOTES
'il) Speclel hanger(s) or other connection be~ice(s) shell be provided sufficient to support concentrated Ioaa[s) 2161b down and 941b up at 3~5-2, 216lb down and 941b up at 5-5-2,
g161b down and 941b up at 7-5-2, 216ih down and 941b up at t 3-5-2, and 2161b down and 941b up at t 5-5-2. and 216lb down and 941b up at 17-5-2 on bottom chord. The
desig n/seleofion of such specJel connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
U nE~orm Loads (pi0
Concentrated Loads (lb)
Ver[: 17=-216(B) 20=-216(S) 2t=-216(B) 22=-216{B) 23=-216(B) 24=-216(B)
No 19900415 ~
STATE OF ~
Ma. 27 2005
,~ I Ply HOMES BY JOHN MCKENZiE LOT#885 V.OFW.C 1839971~
2-9-10
74-O
2
3x4 MII20~
2x4 MIl20
SPACING 2-0-0 C$1 lJ~
plates Increase 1.15 TC 0.30 I Vert(LL) -046 7-8 >999 360
Lumberlncmase 1,15 BC 0.63 I Vert(TL) -0~2 7-8 >503 240
Rep Stress [ncr YES ~ .0:28 I HOrZ(TL) 0~1 6 n/a ~/a
(S~mpl~
LUMBER
TOP CHORD 2 X 4 SYP No,2
SOT CHORD 2 X 4 SYP No 2
WEBS 2 X 4 SPF No.3
WEDGE
Left: 2 X 4 SPF No,3
BRACING
PLATES GRIP
MIl20 ~ 97/144
'6-0-0 ma>:): 2`4
SOT CHORD Rigid ceihng directiy applied or 10-0-0 oc bracing
REACTIONS (Ib/sLze) 6=535/0-3-8. 1=535/0-3-8 Max Horz t =77(Ioa(/case 6)
Max Uplift6=.69(Ioad case 5), 1 =-61(load case 6)
Max Grav6=696(Ioad case 3), 1 =707(Ioao case 2)
FORCES {ih) - Maximum Compressmn/Maximum Tension
TOP CHORD 1-2=-798/86 2-3=-579/88 3-4=397/70, 4-5=-516/74 5-6=-678/78
1N)O~TEn~d: ASCE 7-98; 90mph; h=25ft; TCDL=5.0psf; BCDL=5,0psf; Category II; Exp S; enclosed; MVVFRS gable end zone; cantilever left an~
7, Design assumes4x2 (flat onentaaon, punms a, oc spacing indicated fastened to tnJss TC w/2-10d nails. ~.'~'~.~AN(~ ~'.//.~//..--L~ ~ '"' //'. '/.~
__ M ~ 7,2005
Qty Ply HOMES BY JOHN MCKENZIE LOTJI~8B5 V,OFW.C.
l~jgb Reference ~
885VWC H02
"~ALL AND HOUSE LUMBER CO.. WESTFIELD IN 46074
6.100sSe~ 17 2004 MiTek lndustnes nc F~iMay2709:11:062005 Pa~l
CSl DEFL in (Igc) I/deft ua PLATES GRIP
TC 0.63 I VerI(LL) -8.03 1-7 >999 360 MIl20 197/144
BC 0,29 I Vert(TL) -0.06 1-7 >999 240
VVB 0,17 I Horz(TL) 0.01 5 rua nla
(Simplified) j Weight: 70 lb
BRACING
REACTIONS (Ib/sizel 5=535/g-3*& I=535/0~3-8 Max Horzl=131 toed case 6)
Max UpliftS=-22([oed case 8)~ 1 =-29(load case 7)
Max Grav5=639(Ioad case 3), 1=664(Ioad case 2)
FORCEE (Ib~ - Maximum Cornpressmn/Maximum Tenmon
TOPCHORD t~2=-55f/18.2-3=~359/71.3-4=-471/34 4-5=-593/45
BOT CHORD 1.7~.67/4S7 6-7=-86/409 5-8=-9/12
WEBS 2-7=9/176, 2-8=-124/50. 3-8-- 41/121.4-8=-30/374
NOTES
1 ) ViAnd: ASCE 7~99; 90nlph; h=25ft; TCDL=5,0psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gat)Ie end zone
right exposed; end vertical taft end righ~t exposed; Lumber DOL=1.33 ~late grip DOL=I 33.
2) TCLL: ASCE 7-98; Pt=20,0 pst (fiat roof snow); Exp E; Fully Exp
3) Unbatanced snow loads have t~ee~l considered for this design+
4) Provide adeouate drainage to prevent water ~)onding.
LOAD CASE(S) Standard
tl/lltltllltlt%t%~,'~\
__ Ma: 27 2005
Tress Type
ORCH TRUSS
7-0*0
HOMES BY JOHN MCKENZ~E LOT#885 V.OFW,C. ~
2 0 0 CSI DEFL (loC) i/deft L/d PLATES GRIP
(RoofSnow=20.o) Lumberlncmase 1 15 BC 0.32 I Vert(TL) -0.05 7-8 >999 240
TCDL 10 0 '
BCLL 0 0 Rep Stress Incr YES V',/B g.66 I Horz(TL) 001 6 nla r~a
SCDL t0'0 Code IRC2000/ANS~95_ _
LUMBER BRACING
SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid cei~i~ dlrecay applied or 10-0-0 oc bracing,
WEBS 2 X4 SPF No.3 *E. xceot' 'WEBS 1 Row at midpt 5-6
REACTIONS (tb/s[z-e) 6=490/0~3-8.9=574/G-3-8 Max HorzS=326(loao case 6~
Max U~l[ftS=-134 ([oe~ case 7}, 9=-46(Ioad case 7)
Ma~ GravS=653(Ioa~ case 2), 9=774(ioad case g)
FORCES (lb) - Maximum Compressmn/Maximum Tension
TOP CHORD 1-2=0/23, 2-3=-567/19 3-~=-427/60, 4-5=~137/139, 5-6=-234/108, 2-9=~760/53
BOTCHORD 5-9=-318/191.7-8=-167/551 5-7=~102/329 ~ ~
",NEBS 5-8=-288~24. 3-7=-233/117, 4~7=0/253 4-6---.492/158 2-8=0/635
Standard
~ .:' NO. J9900415 ~
,. ~ ,. ...;,PJ
Ma-' 27,2005
~!, Ply HOMES BY JOHN MCKENZIE LOT~885 V,OFW.C 18399721
SCale = 1:58.3
LUMBER
4 SYP No.2
BeT CHORD 2 X 4 SYF No.2
WEBS 2 X 4 SPF No.3
B
[ Vert(TL) -0.26 8-9 >569 240
REACTIONS (lb/size) 7=490/0-3-8.10=574/0-3-8 Max Horz 10=26 l([oeci case B)
Max Uplift7=-103(ioac~ case 6), 10=-67(load case 7~
Max Grav7=496(load case 2), 10=755(icad case 2)
FORCES (lb) ~ Maximum Compresslo~MaxJmum Tension
TOP CHORD 1-2--0/23, 2-3=-548/40, 3-4=~717/143, 4-5=-177/30 5-6=53/79, 6-7=-115/34.2-10=-74t/74
BOTCHORD g-10=-253/143.8-9=-125/345.7~8=-80/142 ~
WEBS 3-9--496/135. 4.9=-118/323.4-8=-326/151 5-8~-62/358.5-7=-466/92, 2.9=0/6t 3
NOTES
1) V~ncl: ASCE 7-9~; 50mph; h=25ft: TCDL=5.gpsf; BCDL=5.0psf; Category ~1; Exp B: enclosed: MVVFRS gable end zone: canclever left and
Fully Exp.
~f 20.0 OSf on overhangs Ron-concu [T~l~t WIt~ ot~erltve loads
7) Provide mechanical connection (by others) of truss to bearing plate ca~bie of withstanding 103 lb uplift at Jclm 7 and 67 lb uplift at joint ~ ~'\~.~ AN G
CASE(Si Standard ~ .," NO, i09004~5
STATE OF
Ma- 7 -00 ·
Mff®k'
LOADING(pst)
Roof Snow=20.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No3
WESTF~ELD IN. 46074
~ ~-~-o
3x4 MU20~
2-0.0 C$1 DEFL rn ftoc) udeft L/d PLATES GRIP
1.15 TC 0.58 Vert(LL) -0.03 7`8 >999 360 MIl20 197/144
Lumber Increase 1.15 BC 0.32 VerJ(TL) -0.06 7-8 >909 240
Rep Stress Incr YES WB 0.40 HOFZ(TLi 0,0~ 6 n/a nla
Code IRC2000/ANS195 (Simplified! Weight 74 lb
BRACING
JOINTS 1 8race at Jr(s): 5
REACTIONS (lb/size) 6--490/0-3`8, g=574/0-3-8 Max Horz 8=191(Ioa0 case 6)
Max Uol~ftB=`87(Ioad case 6), 9=-74(load case 7)
Ma 27 2 05j
-: LUMBER CO.. WESTFIELD IN. 46074
HOMES SY JOHN MCKENZtE LOT#885 V OFW.C. 1
1839972~
6.100 s Sea 17 2004 MiTek Industries Inc. F~ May 27 09:11:07 2005 Pag~ 1
Scale = 1:19.8
Plate Offsets
~4.oo ~52
SPACING
Plates Increase 1.15
Rep Stress Incr YES
Code IRC2000/ANSI95
2 X 4 SYP No.2
2 X 4 SYP No.2
:4 SPF No,3
CSI , PLATES GRIP
SC 0.03 I Ve~TL) -0~0 7 >999 240 I
REACTIONS (lb/size) 5=1071Mechanical 7=190/0-3 8 Max Horz7=112(load case 6)
Max Upl~5=-67(Ioad case 6), 7=~44(10ed case 5)
Max GravS=t42(Ioad case 2), 7=263(Ioad case 2)
FORCES (lb) - Maximum Compression/Maximum Tension
TOR CHORD 1-2=0/27, 2-3=-58/28, 3-4=-56/55, 4-5=-68/48, 2~7=-254/49
BeT CHORD 6-7=~103/57, 5-6=-47/55
WEBS 3-6=~6/28.3-5=-80/66, 2-6=-20/80
NOTES
1) W~nd: ASCE 7-90; 90mph; h -~25ff; TCDL=5.0psf; BCDL=5.0psf; Category II; EXp B; en~osed; MWFRS gable end zone: cantilever left and
right exp~ed: end vertical left and right exposed; Lumber DOL=1.33 plate gdp DOL=I.33.
B; Ful{y ExD
considered for this design.
6) Refer to girder(s) for ~russ m tr~ss connections
LOAD CASE(S) Standard
HALL AND HOUSE LUMBER CO.. WESTFIELD ~N 46074
Ply HOMES BY JOHN MCKENZIE LOT#885 V.OFW.C. ~
6.100 s Se~ 17 2004 MiTek [ndus~es. InC. Fd May 27 09:11:08 2005 Pag~ 1
soo ~
lNG 2-c~0 r CSI DEFL
TCLL 20.0 Plates Increase 1.15 ~ TC fi.81 Vert(LL}
(Rc°fSn°w=20~0) Lumber ncrease I 15 3C 0.38
TCDL 10.0 t ss [ncr '
S L 0 RepSre YES WB 0,26
iRC2000/ANSi95c L .0 (Simolified)
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2X 4 SYP
6-7-3
m (Icc) I/dell L/d
-0.04 6-7 >999 360
Vert(TL) -0.0~ 6-7 >999 240
Horz(TL) 0.01 6 n/a ~/a
PLATES GRIP
Weight: 78 lb
BRACING
FORCES (lb) - Maximum Compression/Maximum Tensmn
TOP CHORD 1-2=0/23, 2-3=-516/50. 3-4=-379/32. 4-5=.38/57. 5-6=-280/85 2-9=-708/84
WEBS 3-8=-255/37.3 '7~242J111 4~7=0/271. 4-6=402/81. 24=-31577
~O~TE~Sd: ASCE 7-98; 90mph; h=25ft; TCDL=5,0Dsf; BCDL=5.0psf; Category ,I; Exp B; enclosed; MWFRS gable end zone: can 'fllever
ngnt exposee end verfical left and ngnt exposeo; Lumper DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pr=20 0 psf (fiat roof snow); Exp B; Fully
3) Unbalanced snow loads have been ~nsidemd for th~s
7) Provide mecbenica, connec~on [by ~thers)of truss to bearing ~late capable et w~s=ndmg 91
8) Design assumes 4x2 (fiat odentafion) pufiins at oc spacing ndicated, fastened to truss TC w/2-1 Od nails~
LOAD CASE(S) Standard
85VWC 06 CAL. PORCH TRUSS
HALL AND HOUSE LUMBER CO.. WESTFIELD IN. 46074-
SPACING 2-0-0 DEFL m (Igc) /deft L/d
-0.13 8-9 >g99 360
-0.26 8-9 >6t3 240
LUMBER BRACING
TOP CHORD 2 X 4 GYP No.2
SOT CHORD 2 X 4 GYP No.2
WEBS 2 X 4 SPF No.3
PLATES GRIP
Weight: 93 lb
TOP CHORD
BDT CHORD
WEBS
JOINTS
Brace at Jr(s): 6
REACTIONS (Ib/~ze) 7=5S0/0.3-8. 10=614/0/3-8 Max Horz 10=g6 ~.-[load case 6)
Max U~7=-106(load case 6), 10=-7g(Ioad case 7)
Max Grav7=53g(load case 1 ), 10=794(Ioad case 2)
FORCES (ih) - Maximum Compressmn/Maximum Te~smn
TOP CHORD 1-2=0/23.2-3=-587/46 3.4=-766/150 4-5~236/61 5-6=-53/79 6-7=-158/48.2-10=-779/80
~)O~/'E~: ASCE 7-98 9Omph; h=25ff TCDL=5.Opsf; BCDL=5.0psf; Cat~gory II; Ex~ B; enclosed; MWFRS gable end zone: cant, lever left ana
r~ght exposed: end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=I 33.
2) TCLL; ASCE 7-98; Pf=20.0 psf (fia{ ~3of snow); Exp B; Fully Exp,
3) Unbalanced snow loads have been considered for this design.
4) This truss has bee~ designed for 1.00 ftmes fiat mol load of 20.0 psf on overhangs non-concurrent with other live maas
LOAD CASE(S) Standard
HALL AND HOUSE LUMBER CO., WESTFIELD IN. 46074
Ply HOMES BY JOHN MCKENZJE LOT#885 V,OFW.C 972~
Platas increase 1.15
(Roof Snow=20.0) Lumoer Increase 1.15
Rep Stress Incr YES
BCLL 0,0
SCDL 10.0 Code IRC2000/ANS]95
LUMBER
TOP CHORD 2 X 4 SYP NO,2
BOTCHORD 2X4 SYP NO.2
WEBS 2 X4 SPF NO,3 'Except*
6-7 2 X 4 SYP No.2.5-7 2 X 4 SYP No.2
CSI
TC
BC 0.30
WS 0.33
DEFL ~n UOC~ ~/de~ L/c PLATES GRIP
0.56 Vert(L~) -0.04 7-8 >999 360 ~1120 197/144
Ved(TL) -0.09 7-8 >999 240
(10-0-0 max,): 56.
REACTIONS (ih/size) 7=530/0-3-8 10=614/0-3-8 Max H~rz10=331(load case 6)
Max UpliffT=-1250oad case 6). 10=-54goad case 7)
Max Grav7=652(Ioad case 2). 10=826{'1oad case 2~
FORCES (lb) * Maximum Compression/Maximum Tension
NOTES
1) ~nd: ASCE ~-98; 90mph; h=25ft; TCDL=5.0psf; BCDL=5,0psf; Category Il; Exp B; enclosed: MWFRS gabte ena zone: cantilever left and
fight exposed; end vertical left an~ fight e~oosed; Lumber DOL=1.33 plate grip DOL=1.33.
LOAD CASE(S) Standard
.?,.....: :~ ~"...~.G A N G/
No. 19900415 ~ ~-
,.. ,..~mA_?.,';.. ,~ .-
Ma- 27 2005_
Tmss Type
PORCH TRUSS
~ ~1:09 2~'HOMES BY JOHN MCKENZIE LOT~885 V.OFW.C. 1839972
SPACING 2-0-0
Plates ~ncrease 1.15
(Roof Snow=20.0 Lumber blcmese 1.15
TCDL 10,0 Rep Stress Incr YES
SCLL 0.0
ECDL 10.0 Code IRc2g00/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No 2 ·
WEBS 2 X4 SPF No~3 Except-
S-6 2 X 4 SYP No.2
CSI DEFL in iJocj i/deft u= PLATES GRIP
TC 0,65 -0.04 7-8 >999 360 Mil20 197/144
6C 0.38 I Vert(TL) -0.07 7-8 >999 240
WB 0.35 I Ho~z(TL) 0.01 6 n/a n/a
FORCES (th)- Maximum
1) Wind: ASCE 7
MVVFRS gable end zone: canfitever left and
!PORCHTRUSS
)Ply ~ HOMES BY JOHN MCKENZIE LOT#685 V.OFW.C
1839972
Scale = 1:36.2
SPACING 2~0-0 CSJ DEFL m (loc) I/deft [JO PLATES GRIP
PJates Increase 1.15 TC 0.34 I Vert(LL) -0.01 5-6 >999 360 MIl20 197/144
100 Lumberlncrease 1,15 SC 0.16 I Vert(TL) -0.02 5-6 >999 240
0'0 Rep S mss ncr YES WB 0.11 ~ Horz(TL) 0.00 5 nla nla
BCLL , Code IRC2000/ANS 95 (Simplified) ~ Weight;__ 37 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheatheo o~ 6-0-0 o¢ purftns, except end vemcars.
SOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid Cellfflg airectJy applied or I C-0-9 oc bracing,
WEBS 2X4 SPF No.3
REACTIONS (lb/size) 5=233/0-3-8, 7=317/0-3-8 Max Horz7=165(Ioad case 6)
Max Uplift5 ----68(load case 7), 7=-59(Ioad case 5)
Max GravS=3110oad case 2), 7=432([oad case 2)
FORCES (lb) - Maximun' Compression/Maximum Tension
TOP CHORD 1-2=9/23 2-3=-226/27 3-4=-82/70 4-5=-1ft3/68.2-7=-418/66
BOTCHORD 6-7= 157F/4 .5-6=-77/217
WEBS 36=-84/36.3-5=~233/98.2-6=-0~53
NOTES
LOAD CASE(S) Stanearo
HALL AND HOUSE LUMBER CO. WESTFIELD tN, 46074
HOMES BY JOHN MCKENZIE LOT#885 V.OFW.C, 839972~
R 839972
eference ~icnall _
6.100 s Sec 17 2004 MiTek Indusbies. inc. Fd May27 16:27:10 2005 Pagd
(Rcof Snow=20. ) ' ' 6 9
j Vert(TL~ -0.00 6 >999 240
j Horz(TL) -0.00 5 n/a ~'a
BCDL 10'0 Code IRC2000/ANSI95 (Matrix)
~RC2000/ANSI95 (Matrix)
LUMBER BRACING
TOP CHORD 2 X4 SYP No,2
BOTCHORD 2X4 SYP No,2
WEBS 2 X 4 SPF No.3
TOP CHORD Sheathed or 2-0-0 ac DurBns, except end verticals
BOT CHORD Rigid ceiling a~rec~y applied or 6-0-0 oc oraclng
REACTIONS (Ih/size) 5=30/0-3-8, 7=186/0-3~8 Max Horz7=59(loed case 4)
Mex U~)lif15=-21 (load case 4), 7=-57(Ioad case 5)
Max Grav5=38(Ioad case 2}, 7=106(load case 1 )
FORCES (Ih) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/32 2-3=-37/27, 3-4=-3/0.3-5=-20/26, 2-7=~175/57
LOAC CAEE(E)
UnEorm Loads (pit)
3) MWFRS Wind Left; Lum~er lncrease=1.33, Plate Increase=l.33
Un~orm Lo~ds (plf)
Vert: ~1~2--25 2-3--12 3-4=8 3.5=-16 5-7=-10
Horz: 1-2=-35, 2-3=*~2, 3-4=-18, 3-5=16, 2-7=13
5) MWFRS 1st Wind Parallel: Lumber Increase=1.33. Plate Increase=l.33
Uniform Loads (plf)
vert: 1-2=33, 2-3=21, 3-4=t6, 3-§=-16 5-7=-10
Ho~z: 1-2=~3.2.3=-31, 3-4=-26.3.5=16.2-7=-16
6) MWFRS 2nd Wind Pa ral~el: Lumber Irtcrease=1.33. Plate Increase=1.33
UR~form Loads (plf)
Vert; 1-2=3 2-3=6 3-4=3 3.5=-16 5-7=-10
Horz: 1-2=.13.2-3=-18.3.4=-13.3-5=t6 2-7=-16
Uniform Loads (pit)
Oty Ply ~ HOMES BY JOHN MCKENZIE LOTif885 V.OFW.C.
885VWC
rb~LL AND HOUSE LUMBER CO..-~-~TFIE LD II~ 4607~
Ply ~ BY JOHN MCKENZIE LOT#885 V.OFW,C
1839973B
LUMBER
TOP CHORD 2 X 4 SYP NO,2
BOT CHORD 2 X 4 SYP NO~2
CSI DEFL m (Igc) i/deft L/d PLATES
TC 0 43 Ver[(LL) -0.22 13-14 >999 369 MIl20
BC 0,87 Vert(TL) -0.45 13-14 >562 240
wr~ 0.35 Ho~z(TL) 0.01 10 n/a
¢Sim~l~ed~ Weight: 158 lb
GRIP
197/144
BRACING
TOPCHORD
SOTCHORD
WEBS
REACTIONS Ib/s~e) 15=922/O-3~8,1B=BO2/0-3-8
Max Horz15=341(ioad case 6)
Max Ll~iift15 =-72(load case 8), 10=-72(Io~d cese 7)
Max GtavtS=1064(Ioaa case 2), 19=1035([oad case 3)
FORCES (lb) ~ Maximum Compression/Maximum Tension
TOP CHORD I-2=0/27.2-3=369/56.3-4=554/237.4-5=~B9/206 5-6=-499J207, 6-7=-554/228 7-8--369/55 8-9=0/21.2~15=-1055/76
NOTES
1) W]~d; ^SCE 7-98; 90mph; tl=25ft; TCDL=5,Bpsf; BCDL=5,0psf; Category ii; Exp B; erlc[osed; MWFRS game ene zone canblever left and
fight exposed: end ve~cal left and dght exposed; Lumber DOL=1,33 pieta grip DOL=1.33.
2) TCLL: AS CE 7-98; Pf=20,O psf (fiat roof snow); Exp E; Fully Exp.
3) UnbaJance~ snow loads have been considered for th~s design
LOAD CASE(S) Standard
MEek
POLYNESIAN
~-L AND HOUSE LUMBER CO.. WESTFtELD IN. 46074 6.100 s Sep 17 2004 MiTek eiduseies Inc. Fri May 27 09:11:10 2005 Pag~ 1
LUMBER
TOP CHORD 2 X 4 SYP No,2
BOT CHORD 2 X 4 SYP No,2
CSl DEFL
TC 0.43
BC 0~87 I Vert(TL)
WB 0,35 I Horz(TL)
(S~mpt~
-0.22 13-14 >999 360
-0.45 13-14 >562 240
PLATES
Weight: 158 lb
GRIP
BRACING
TOPCHORD
3OTCHORD
WEBS
REACTIONS (lb/size) 15=922/0-3-8, 10=902/0-3-8 Max Horz15=341{'~oad case 6)
Max U~liftl 5=~72(~oad case 8), t0=-72(10ad case 7)
Truss Type Ply HOMES BY JOHN MCKENZIE LOT#885 V.OFW.C 1839973~
85VWC T12 iPOLYNESIAN 2 2
HALL .~ND HOUSE LUMBER CO.. WESTFIE D IN. 46074 ~Job Reference o tionah _
6100 s SeD 17 2004 MiTek Indus'~es. Inc. Fri May 27 09:1 l:t0 2005 Pag~ '
CSI
TCLL 20 0 Pi ase 1 t
n 20 ates thcm . 5 TC
(Roofs ow=- .0 15
I 0 Lumber tlcrease BC
TCDL 0. Rep Stress nc YES WB
BCLL 0,0
LUMBER
TOP CHORD 2 X 4 SYP
SOT CHORD 2 X 4 SYP No.2
WEBS 2X 4 SPF No.3 Except'
5-13 2X4 SYP No.2
}
3.18 Hor~(TL} 0,01 10 n/a n/a
(Simblified)
BRACING
PLATES GRIP
MI120 197/144
Weight' 317 lb
REACTIONS (lb/size) 15=922/0--%8. 10=902'0-.3-8 Max Hefz t5=341(Ioad case 6)
Max Uolift15=-72('load case 8) 10=-72(Ioad case 7)
Max GravlS=1064(toed case 2), 10=1035(Ioa(~ case 3)
FORCES 0b) - Maximbm C0mpressionlMaximum Tensio~
TOP CHORD 1-2=0/27 2-3=-368/56 3-4=-554/237.4-5---499/206. 5-6--499/207.6-7=-554/228.7-6=-368/55.8~9=0/21 2-15=-1055/76
connections have been provided to dist[ibute only loads noted as (F) or (B), unless othen~vise indicated.
3) W~nd: ASCE 7.98; 90mph; h=25ft TCDL=5,0psf SCDL=5.0psf Category II; Exp E; enctosed: MWFRS gable end zone; carditeve r [eft and
dghtexposed endverfical eftanddghtexp~sed LumberDOL=l.33pJategripDOL--1 33,
4) TCLL' ASCE 7.98- Pf=20 0 psf (flat roof snow), Exp B Fully Exp.
6) This truss has been designed for 1.00 ~mes fiat roof load of 20.0 psf on overhangs non.concurrent wire o~ner ire roac~..
7) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent ,~th any other live loads.
8} p~ovide ~echanical connection (by others)of truss to bearing plate ca~able of withstanding 72 lb t~Plift at joint 15 and 72 lb ubliff at Joint
HOMES BY JOHN MCKENZIE LOT#885 V,OFW.C. 18399731
1839973
-- 6.100 s SeD 17 2004 MiTek Irtdust~es. Inc. Fd May 27 09:11:11 2005 Page{
14.oo ~%~
5<6 Mli20~
TCDL t0.0 I '
BCLL 0 0 Rep Stress Mcr YES
CEI DEFL
TC S~ Ved(LL)
BC 0.36 I Vert(TL)
WB 0.48 I Horz(TL)
BRACING
in (loc) I/deft L/d~?PLA'rES GRIP
-0.03 14-15 >ggg 360 MIl20 197/144
-0.08 14-15 >999 240
0.01 10 ru'a n~a
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP Ne.2
WEBS 2 X 4 SPF No.3
TOP CHORD
BOT CHORD
REACTIONS (lb/size) 17=922/0-3-8. 10=922/0-3-~ Max Horz 17=172(Ioad case 6)
Max UDliftf7=-71¢ioad case 6), I0=-71 (load case 5)
Max Grav17=1204(Ioad case 2), 10=1204(loac case 3~
FORCES (lb] - Maximum ComDressiom'Maximum Tension
TOPCHORD 1-2=0/27 2~3=-426/59 3-4=-886/108 4-5=-809/121 5-6='809/121,6-7=~886/I08~7-8=-426/59,8-9=0/27,2-'~7="1195/76
8-10=-I 105/76
EOT CHORD 16~17=-152/157, 15-16=-171/430, 14-15=-136/576, 13-14=-70/576, 12-I 3=-34/430, 11-12=~34/430, 10-11=-16/20 '~/
VVESS 3-16=-797/58 3-15~-45/212, 4-15=-281127, zF.14=-113/447, 5-14---495/152, 0-14=-113/447, 6-13=~28/t 27, 7-13=-45/212,
1N)Ow~'~ ~1~ ASCE 7-08 90mph h=25ff TCOL=5.0psf; BCDL=5.0psf; Category,; Exp B; enclosed: MWFRS gable end zone: cantilever left and~Vvv~t
right exposed; end vertical left e~d fight exposed: .umber DOL=I 33 plate grip DOL=1.33
2) TCLL: ASCE 7-98; Pf=2o.o psf (fiat roof snow); Exp B; Fully Exp.
LOAD CA~E(S) Standard
~ Ne. ]9900415 ~
/zz ~/ON AL~~
M~' 27.2005
JOUSE LUMBER CO.. WESTFIELD iN. 46074
HOMES BY JOHN MCKENTJE LOT#885 V.OFW,C ,~a~l
cs~ ~
· TC 0 ~(LL) -0.1513-14 >999 360
(R°°f Sn°w=20'0) v.460 Ve TL -00.013013-1410 >848n/a 240n/a
BCDL 10'0 (Simplified) ,I _
LUMJBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No,3 BOT CHORD
WEBS
PLATES GRIP
MIl20 197/144
Weight: 143 lb
(6-0-0 max.): 4-6.
Rigid ceiling dif ectiy applied or 10-0-0 oc bracing,
REACTIONS Ob/size) 16=922/0-3-8.10=922/0-3-B Max Horz 16=213({oad =ase 6~
Max UDlifl:16=-67(Ioed case 7~, 10=-67(load case 8~
Max Gray16~1160([oad case 2), 10~1180(load case 3)
FORCES (lb) - Maximum Compression/Maximum Te~lsion
6) This truss has been designed for a 10.0 psf ooUom chord hve load nonconcurrent wrm any other hve loads &\~\
__ Ma- 27.2005
T~uss Type
CAL. ~OLYNESIAN
HN MCKENZIE LOTg865 V.OFW.C.
18399735
I1 Job Refe~
6.100 s Seo 17 2004 MiTek Indus~es Ina F6 May 27 09:11:12 2005 Peg~ 1
SCale = 1:72.7
T~DL ' 1~0 ~ Lumberlncrease 1.15 ~ BO 0,40 ~ Ve~(TL)
BCLL , Code IRC2000/ANSI95 (SimD[~
TOP CHORD 2 X4 SYP No,2 *Ex.pt* TOP CHORD
~ 2 X 4 SYP No,l. 5~ 2 X 4 SYP No.1
BOT CHORD 2 X 4 SYP No.2 SOT CHORD
~BS 2 X 4 SPF No.3 *~cept' WEBS
4-12 2 X 4 SYP No.2
Weight: 148 lb
REACTIONS (lb/size) t5=922/0-3-8, 9=922JP~3-8 Max Horz 15=253(Ioad case
Max L,~liftt 5~70(Ioad case 7). 9=-70(load case 8~
M~x Grav15=l 149(Ioac case 2). 9=1 ~49(Ioad case
FORCES (Ih) - Maximum Compression/Maximum Tens*on
TOP CHORD 1.2=0/27, 2-3:-404/57.3-4=-717/77.4-5=-466/145 5-6=-717/77, 6-7=~04/57, 7-8=0J27.2~15='1140/74.7~g~1140/74
WEBS 3-14=-723148.3-13=-54/158.4-13=0/225 4-12:-105/10.: 5-12:-12/225 6-12~54/158.6-10=-723/48.2-14~10/878.
NOTES
I) Wind; ASCE 7-98; 90mph; h=25fl: TCDL=5,0~sf; BCDL=5.0psf; Category I[; Exp B; enclosed; MVVFRS gable en~ zone: cantilever left and
right exposed; end vertical ~eft and right exposed; Lumbe~ DOL=1.33 plate gnp DOL=' 33.
2) TCLL: ASCE 7-98; Pf=20.0 psf (fiat roof snow); Ex~ S; Fully Exp
3) U~balanced snow loads have peen considered for this design,
= ,o No, 19900415
LOAD CASE(S) Standard
Ply HOMES By JOHN MCKENZIE LOT#885 V.OFW. C 1839973t
Sca~e: 1:88.2
TCDLoTCLLL 20.0u 0 Ptates Jncreas~ 1 15 I TC 0 30
1; Lumberlncrease 1.15 BC . 4
~ O'O Rep Stress Incr YES WB 0 37
(Simplified)
LUMBER
TOP CHORD 2 X4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
DEFt. ~n (loc) I/deft L/d PLATES GRIP
Ve~t(LL) -0.12 15-16 >g99 360 Mil20 197/144
Veit(TL) -0.24 15-t6 >999 240
Ho~(TL) 0.01 11 n/a n/a
Weight: 183 th
BRACING
TOP CHORD Sheathed or 6-0-0 oc puHlns, except ena verticals, and 2-0-0 oc ~unms
,6-0-0 max,): 5-6.
REACTIONS (lb/size) 17=92215-3-8.11=92210-3-~ Max Ho~z 17=294(Ioad case 6)
Max Uplthl 7---70(lOad case 7), 11 =-70(load case 8)
Max Grav17=l 112(load case 2), 1 t =1112(toad case 3)
FORCES (lb) - Maximum CompressmnlMaximum Tension
TOP CHORD 1.2=0/27, 2-3=-388/57, 3-4=-579/215 4.5=-599/163 5.6~3g0/164.6-7=~599/163, 7-8=-57g/215, 8-g=-388/57 9-10=0/27.
SOT CHORD 16.17=.273/278,15-16=~157/484, 14.15=-90/391, 13-14=-27/484, t2~13=27/484 t 1-12=~16/20
WEBS 3-16=-491/19t 4-t6=-229/62 4-15~196/208 5-15=-126/27E 5-14=-131/131, 5-~4=-g8/25Q, 7-14=-196/208, 7-12:-229/62,
~N)O~TEnSd A 98 9Omph h 25ft TCDL-5 0psf' BCDL-5 p ory I Exp B enclosed MWFR ab e end zone can
SCE7 0 sf Categ Sg t~ever effan
;2) TCLL; ASCE 7-98; Pr=20.0 psf (fiat roof snow); EXp B: Fully Exp.
3/Unbalanced snow Ioeds have been consl(3ered for tn~s design
4) This truss has been designed for 1.00 times fiat roof load of 20.0 DSf On overhangs non-concurrenT with other live loads,
5) Provide adeouate drainage to prevent water pondthg
6) This auss nas Dean oes[gned for a 10.0 ~sf bet[om chord live toed nonconcum~nt with any other live
7) Provide mechanical connec~loi) (by others) of truss to beanng plate capaPle of withstaedi~g 70 Ib up[th a[ joint 17 and 70 lb uolift at joint
LOAD CASE(S) Standard
~'~Ply HOMES ~Y JOHN MCKENZIE LOT~S85 V.OFW.C 18399731
6.100 s Sep 17 2004 MiTek Industries. Inc F~ May 27 09:11:12 2005 Pag~ ~
2x4 MIl20
~-6
2x4 MIl20
LOADING (psf) SPACiN~
[ - 1~ Lumber ncrease I 15
TC~L . Rep St~ss Incr YES
BCLL 0.0 Code IRCEO00/ANSI95
BCDL 10.0
LUMBER
TOP CHORD 2 X4SYP No.2
EOTCHORD 2 X4 SYP
WEBS 2 X 4 SPF No.3
PLATES GRIP
Weight 35 lb
BRACING
TOP CHORD
BeT CHORD
EEAC~ONS Ob/size) 5=177/Mechanical, 7=260/0-3~8 Max Ho~z7=158(ioad case 5)
Max UplJftE=,-S4(tQao case 6), 7=-76(Ioad case 5)
Max Grav5=236(Ioad case 2), 7=357(load case 2}
FORCES (lb) - Maximum Compression/Maximum Tensi~3n
TOP CHORD 1-2=0/23.2-3=~92/3E. 3-4=-67/66.4-5=-122/53, 2-7=-342/84
EOT CHORD 6-7=-14E/75 5,6=-80/90
WEBSNoTES 3..6=-73/38 3-5=-123/86.2~6=-20/145
1) W3nd: ASCE 7~98; 90mph; h=25E; TCDL=5,0psf; BCDL=5,0psf; Catego~ ;[; Exp B; e~c~osed; MWFRS gable end zone: canmever left and
right exposed: end verticsi taft e~d right exposed; Lumber DOL=1,33 ~lata grip DOL=1.33.
2} TCLL: ASCE 7-90; P~-20.0 psf (fiat roof snow); Ex~ B; Fully Exp
LOAD CASE(S)Standard
~-, ~,~ ...... .,~. ~
M~ 27 2005
HOMES BY JOHN MCKENZIE LOT~885 V.O FW.C 839973~
2x4 Mil20
TCLL 20.0 TC 0.67 I Ved(LL) *0~3 6-7 >9991/deft
TCDL 10,0 ~.2~ J Uorz~T~) 0.00 6 n/a
BC 0.28 [ Vert(TL) -0.06 6-7 >999
BCLL 0.0 (Sim~li~ed) _
LUMBER BRACING
TOP CHORD 2 X 4- SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SPF No.3 SOT CHORD
JOINTS
L/e PLATES GRIP
360 MIl20 197/144
240
nJa
Weight: 52 lb
REACTIONS (Ib/s~ze) 6=370/0-3~8. 9=454/0-3-8 Max Horz9=106 load case 6)
Max Uptifl6=-60(ioad case 6)~ 9=-620oad case 7)
Max Gray6=451 (load case 3), 9=462(ioaa case 2)
FORCES (Ih) - Max{mum Compression/Maximum Tensio~
~TwECTOP CHORD 1-2=0/23. 2-3=-306/36, 3-f='337/43~ 4-5=-26/30, 56=-253/77, 2-9=-477F/6
NOTES
1 ) Wind: ASCE 7~9890mph h=25ff TCDL=5,0psf; BCDL--5,0psf; Category II; Exp B; enclOSed: MWFRS gaole eno zone: cantilever left and
dgbtexposed erld vertical eftar~drightexposed;LumberDOL=l.33 plategdp DOL--I.33
2) TCLL: ASCE 7-98; Pr=-20.0 psf (6at ~of snow); Exp B; Fully Exp.
3) Urtbalar~ced snow loads have been considered for this design,
4) This trass has been ~emgned for 1.00 times fiat roof oad of 20,0 psf on oveFhangs non-concurrent w~th other ~Jve leads.
5) Provide adequate drainage to prevent water poed~ng
LOAD CASE(S) Standard
Tr~ss Type HOMES BY JOHN MCKENZIE LOT#SS5 V,OF~N.C. 1839973~
6.oo ~* 3
LUMBER BRACING
TOP CHORD 2 X 4 SYP NO,2 TOP CHORD
SOT CHORD 2 X 4 SYP NO.2 SOT CHORD
WEBS 2 X 4 SPF
FORCES (~b)- MaximumCompression/MaximumTens~on
TOP CHORD I-2=0/27, 2-3---43126.3-4=..45/46 4-5=-50/38.2-7=-231/45
SOT CHORD 6-7=-88/46 6-6=-38/41
WEBS 3-6---42J24.3-5=~70i61.2-6=-16/71
T~ss Type
CAL. PORCH TRUSS
LUMBER CO.. WESTFIEL[ IN. 4607~
oOMES BY JOHN MCKENZIE LOT#8B5 V. OFW.C.
18399740
b Reference
SPAC NG 2-0-0 CSt
Plates increase 1.~5 TC 0.69
Lumber Increase 1.15 BC 0.73
Rep Stress Incr YES WB 0.44
Code IRC2000/ANSt 95 (Simplified)
10.0
LUMBER
TOP CHORD 2 × 4 SYP No,2
BwEOT CHORD 2 X 4 SYP No.2
BS 2 X 4 SPF No.3
-0.24 P~B >659 360 I M~20 t 97/t44
] Vert[TL') -0.49 8-9 >327 240
I HO~Z(TL) 0.01 7 nla Wa
REACTIONS (Ib/SlzeJ 7=530/6-~'8.10=614/0-3-0 Max Horz 10=2gg(Joad case 6]
Max UPliff7=-l~5(Ioed case 6), 10=-05(load case 7~
Max Grav7=5720oed case 2), lg=816(ipad case 2)
FORCES (lb) - Maximum Comoress[onlMaximum Tension
TOP CHORD 1-2=0123, 2-3~-009/38 3-4=-797/155 4-5=-151/60, 5-6=-60/91, 6-7=-05/28, 2-10=-801/72
BOT CHORD 9-10=-29B/169, 8-0=-137/364, 7-8~84/128
WEBS 3.9=.556/151, 4.9=-133/378.4-0=-376/175.5-8=-73/401.5-7=544/105.2-9=0/680
NO~ES
1 ) Wind: ASCE 7-08 90mpfl h=25~ TCDL=5.Opsf; BCDL=5.Opsf; Catego~ II; Exp B; enclosed: MWFRS gable end zone: cantilever Iott ana
right exposed end vert ca[ eft and dght exposed Lumber DOL=1,33 plate grip DOL=1.33.
2) TCLL: AE~CE 7-98:Pr=20 0 psf (fiat mot snow); Exp B; Fully Exp.
3) Unbalanced snow loads have Dean considere~ for this design
4) This in,ss has been designed for 1.00 times fiat roof ~oad of 20.0 psf on overnangs non- concurrent w}m oaler live toads
§) Provide adequate drainage th preveot water ponding.
6) This truss has been designed for a 10.0 ps~ bottom chord live load honconcurreot with any other live loads.
7 Plx~vide mechanical cannecUon (by others) m= truss to bearing pJate capabJe of withstandirJg 115 Ib uplift at joint 7 and 65 lb uo~ at joint
10.
8) Design assumes 4x2 (fiat orientarion) puffins at oc spamng indicated, fas[enea to truss TC w 2-1 Od na~ls
LOAD CASE(S) Standard
~ ~ N0.19900415 ~
'rOME5 5Y JOHN MCKENZIE LOT#B85 V.OFW.C
18399741
5oo R2
5x~ M{120 ~3
~o.oo RYE ~x
8,4-13
] Horz(TL)
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No~2
PLATES GRiP
MIl20 197/144
Weighh 100 lb
(6-0-0 max,): 4-5.
Rigid ceiling elrec~y app ed or 10-0-0 DC bracing,
REACTIONS (lb/size) 7=53010-3~5. 11=614/0-3-9
Max HoE 1t=251(Ioad case 6)
Max GravT=707(Ioad case 2), 11=ggg(Ioed case 2)
FORCES (ih) ~ Maximum Compmsstan/MaximumTension
BOT CHORD 19-11=-243/135.9-t0=-152/652.8-9=*88/307, 7-8=-52/90
I) ~nd: ASCE 7-98; 90mph; h=25~ TCDL=5,0Fsf; BCDL=5.0psf; Category ti; Exp B; enclosed; MWFRS gable enc~ zone: cantilever left an
dghtexposed endvertisalleftanddghtexposed LumberDOL=1~33¢ategdpDOL=1.33. ~'~ V ~ ~
2) TCLL: ASCE 7*gti;~Pf=20,O psf (fiat roof snow); Exp B; Fully Exp. I - ~ ~
3) Unbalanced snow loads have been considered for this design
4} This truss has been designed for 1 ~00 times fiat roof load of 20.0 Dsf on overhangs qon-concur~ent with ether bye [DadS.
LOAD CASE(S] Standard
HALLAND HOUSE LUMBER CO. WESTF[ELD IN 46074
Ply I HOMES BY JOHN MCKENZIE LOT~85 V. OFW.C. 18399742
6.100 s Se~ 17 2004 MiTek Indusb~es nc. Fri May 27 09:11:14 2005 Page
2x4 Mil20 Scale = 1:54.8
LOAD NG(psf)
TCLL 0 :SPACING 2-0-0
20. Plates Increase I 15
co. ,.c2ooo,^.S,9E
PLATES GRIP
Mil20 197/144
Weight 88 lb
BRACING
TOPCHORD
BOTCHORD
WEBS
FORCES (lb). Maximum Compression/Maximum Tension
SOT CHORD 10.11=-243/136.9~10=-151/605. B.9=-107/468 7.8---49/393
NOTEsWEBS 3-10=-334/33.3-9=-151/85, 4.9=0/188.4-8~113/92.5-8=-34/203.5-7~638/130 2-10~9/694 ~
~AND HOUSE LUMBER CO.. WESTFiELD iN. 46074
Ply ~HOMES BY JOHN MCKENZIE LOT#885 V.OFW. C. ~
I 1839974
Vert(TL)
Ho~z(TL)
LUMBER
TOP CHORE 2 x 4 SYR No.2
BOTCHORE 2X4 BYPNo.2
WEBS 2X4 SPF No.3
n doc) J/deft L Jcl PLATES GRIP
-0.06 7-8 >999 360 Mil20 197/144
-0.12 7-8 >999 240
0.01 7 nla ~a
Weight: 79 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc pudins, except end ver~cars and 2-0-0 oc pumns
SOT CHORD Rigid ceJhng dJrec6y agDhea or 10-0-00C bracing
WEBS 1 ROW at midst 6-7.5-7
REACTIONS (lb/size) 7=530/0-3-8, 11=614/0~3-8 Max Horz 11=251(load case 6~
Max UplR7=-108(load case 7), t1=-87(10ad c~se 5~
Max Grev7=707(ioad case B), 11 =828(load case 2
FORCES (lb) * Maximum Coml=ress~on/Maximum Tension
TOP CHORD 1-2=0/23. 2-3=-621/55. 3-4~-775/77.4-5=-919/95. 5-6=-128/109, 6-7=-286/106, 2-11=-813/94
BOTCHORD 10-11=-243/136 9-1B=-150~07,8-9=-132/598 7-8=85/925
1 ) V~nd; ASCE 7-96; 60mph; h=25ft; TCDL=5.0psf: BCDL=5.Opsf; Catego~' 0; Exp S; enclosed; MWFRS gable end zone: ~nalever le~ anc
7)11.Pr°vide mecha.,~l ~nn~Jon (by o~em)of ~ss to b~Hng pla~ ~pable of withs~nding 108 lb ~ at joint 7 and 87 lb uplift et joint ~%'~'~--~ A N ~.~ .u..
~ ~ NO, 19900415 h
Ma- 27 2005
Chestemeld MO 63017
Tress Type
POLYNESIAN
-lOUSE LUMBER CO.. WESTFIELD iN. 46074
HOMES BY JOHN MCKENZIE LOT#885 V.0FW.C 9741
6.100 s SeD 17 2004 MiTek Ir~ustfies nc. Fd May 27 09:11:15 2005 Page
Scale = 1-386
s.oo F~-
2x4 MI[20
BCDL tO.O
SPACING 2-o-0 CSI DEFL n (loc) i/deB L/d PLATES GRIP
plates Increase 1.15 TC 061 ~e~(LL) -0.03 8-B >999 360 MIl20 197/1~4
X 4SYP No,2
BOTCHORD 2X4$YPNo,2
WEBS 2X4SPFNo.3
SLIDER
BRACING
TOD CHORD
BOT CHORD
Left 2 X 4 SPF No.3 I-5-4. Right 2 X 4 SPF No.3 t -5,4
6=622/6-3-8
Max Ho~z2=101 (lOad case 6]
Max tflplt~t2=-79(Ioad case 7), 6=-79(load case S)
Max G~av2=723(Ioad case 2), 6=72300ad case 3}
FORCES (lb) - Maximum CompressiontMax[mum Tenmon
1104/6t. 3~=-456/57.4-5=-456/57~ 5~=-1104/61.6-7=0/7
2-10='110/964' 9'10='110/964' 8'9='341964' 6~8='34/964 ~
LOAD CASE(S) Standard -,~ .,...~GtST~.~..%
= ~ No. l~g00415
~nv 27~2005
HALL AND HOUSE LUMBER CO WESTFIELD iN 46074
Ply ? HOMES BY JOHN MCKENZIE LOT#885 V,OFW.C.
6.100 s Sop 17 2004 MiTek Industries, ~nc Fd May 27 09:11:15 2005 Page~ I
5.oo
SPACING 2-0~0 CSI DEFL ~n (IBc) I/deft L~(~ PLATES GRIP
20.0 Plates ncrease t~15 TC 0.65 (LL) -0.06 6-7 >999 360 ~Ill20 197/~44
Lumberlncrease 1.15 BC 0,47 I Vert(TL -0.11 8-7 >999 240
Rep Stress thcr YES WB 0.49 I Horz(TL) 0.02 6 ma n/a
0.0
Code IRC2000/ANS]95 (SimpF~ied) i Weight: 73 lb
BCDL
100
BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheatheo or 5-8-7 oc oumns.
BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid c~iltng directly apphed or 19-0-0 oc bracing.
WEBS 2 X4 SPF No.3
WEDGE
Left: 2×4 SPF No.3
REACTIONS (ih/size) 6=590/0-3-8. 2=674/0.3-B Max Horz2--14B(lOad case 6~
Max Up[if~=-36(10ad case 8), 2=-9O(Ioad case 7)
Max GravB=645(toad case 3)~ 2=802([oad case 2)
FORCES (th). Maximum Compression/Maximum Tension
3-8=0/160 3-7=-698/134, 4-7=-22/370. 5-7=~209/112
1 ) V~nth ASCE 7-98; 90mph; h=25ft; TCDL=5.0Dsf: BCDL=5.0Psf; Catagor~ I; Exp B; enaosed: MWFRS gable end zone: cantilever [eft and
r~nt exposea end ver~[caHeft ana r~lnt exposed: Lumber DOL=t,33 plate grip DOL=I 3~
~i=-20.0 r>sf (fiat roof snow); Exp B; Fully Exp.
s has tBeen designed for a 10.0 psf bottom chord five load nonconcurrent with any other Eve loads.
6) provide mechamcal connecaon { Dy others) of fi`uss to Bearing plate capable of withstanding 36 lb upl~ at joint 6 end 90 [b uplift at joint 2.
LOAD CASE(S)
$',)~ .......... '-//.,,
No, 19900415 t.
...-' . _=
STATE OF ." ,~
~ 'P.-. % -
% ,,,, ,,:,,?
IIIIllljJiil%¥~
M ~ 27 2005~
T26
COMMON
WESTFIELD iN 4607~
HOMES BY JOHN MCKENZIE LOTiI~885 V~OFW.C. 183997461
__ Job Reference ~
6.100 s SeD 17 2004 M~ek Industries Inc. FH May 27 09:11:19 20D5 Page~ 1
TCDL 10,0 Rep Stress Incr YES
SCLL 0.0
TOP CHORD 2 X 4 SYP No,~ *Except'
SOT CHORD 2X4SYP
CSl in (loc) k/deft L/d pLATES GRIP
TC 0.86 r I Vert(LL) -0,08 1-5 >999 360 Mil20 197/144
SC 0.49 I Vert(TL) -0.15 1-5 >999 240
WB 0,13 I Horz(TL) 0~00 4 n/a n/a
BRACING
REACTIONS (~D/size) 4=535/0-3-8~ 1=535/0-3-8 Max Ho~ 1=164 [(>ad case 6)
Max Uplift4=-3O(ioad case 7), 1=-33(load case 7)
Max Grav4=585(load case 3), I=618(Ioad case 2)
FORCES (lb)- Maximum Compression/Maximum Tensior
TOP CHORD 1-2=-372/47 2-3=-362/61 3-4=~523/61
BOT CHORD 1-5=-22/278, 4-5=-9/12
WESS 2-5=01225. 3-5=~13/283
LOAD CASE(S) Standard
ITruss Type
COMMON
Qty Ply HOMES BY JOHN MCKENZIE LOT#885 V.OFW,C
4X4MII20=
1o.oo ~
DEFL i, (loc) I/deft L/d
-0.08 1-5 >999 360
I Vert(TL) -0.15 1-5 >999 948
L Ho~z(TL) 9.00 4 n/a nla
PLATES
Weight: 66 lb
GRIP
BRACING
TOP CHORD Sheathed or 5-8-12 oc purlins, except end ve~cals.
BOT CHORD Rig,~ celhng directly app ed or 19-C-0 oc bracing
~ 2 X '~0 DF No.2
REACTIONS (lb/size) 4=535/0-3-8 1=535/C~3-8 Max Horzl=164(Ioafi case 6)
Max UDl/ft4=-30(fi3ad case 7). 1 =-33(load case 7)
Max Gcav4=585(loao case 3), 1 =6180oad case 2)
FORCES (lb) - Maximum CompressionlMaximum Tension *~ /
3-4=-523/61
BOT CHORD 1-5=-22/278 4-5=-9/12
2-5=0/225.3~5=~I 3/283
NOTES
I) Wind: ASCE 7-98: 90mDb: h=25f'c TCDL=5.0psf; BCDL=5,0psf; Category fi; Exp B; enclosed; M~NFRS gable eno zone cantilever left
dght exposed; end verg~l left and right exposed; Lumber DOL=1.33 olate grip DOL=1.33,
2) TCLL: ASCE 7-98; Pf=29.0 psf (fiat roof snow); Exp B; Fully Exp.
3) Unbalanced snow loads have been considered for this demgn.
4) This truss has been designed for a 10.0 psf bottom chord Eve load nDnconcurrent with any omar live loads
5) provide mechanical connechon (by others} of truss to bearing =late capable of ~athstsnd~ng 30 lb uplift at joint 4 and 33 lb uplr~ at joint t
LOAD CASE(S) Stanaaro
COMMON
HOMES BY JOHN MCKENZIE LOT#.885 V.OFW,C. 183997
4x4 MII20~-
~o.oo ~9~
3x12 M~I20
Left: 2X10 DF No.2
DEFL .- (k3c) Fdeft ua
~rt(LL] -0.08 1-5 >999 360
I Vert(TL) -0.15 1-5 >999 240
_ HOrZ(TL) 0.00 4 nla n/a
PLATES GRIP
Weight: 66 lb
BRACING
TOPCHORD
BOTCHORD
LOAD CASE(S) Standard
HALL AND HOUSE LUMBER CO. WESTFIELD IN 46074
~ HOMES BY JOHN MCKENZIE LOT#S65 V.OFW.C. 1
Job Reference o flonat
6
2x4 MIl20
A C ~ in Usc} I/deft Ud PLATES GRIP
T LL 2 0 SP CNG 2-0-0 S
0~ Pates ncrease I lft TC 086 I Vert(LL) -0.04 1-7 >999 360 M]I20 197/144
Roo Snow=20. r '
;¢ DL I 0 Lumbe ncrease 1 15 BC 040 I Vet[ITL) -0.09 i-7 >999 240
C ft. Rep Stress ~ncr YES WB 0 12 I Horz(TL) 0.00 6 rile n/a
BCLL 0.0 '
e iRC2000/ANS impiir~d) Weight: 771b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 5-9-4 sc ounins, except end ~,~rftcals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling d~recfly appfied or 10-0-0 sc bracing
WEBS 2 X 4 SPF No.3
SLIDER Left 2 X 8 SYP N0.2 4-7-2
REACTIONS (lb/size) 1=52'1/0-3-ft 6=605/0-3-8 Max Horz 1 =-165(Ioad case 5)
Max UplifU=~32(~oad case7} 6=-6fl(load case 8)
Max G~avl =596([oad case 2), 6=696(Ioad case 3)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-370/57. 2-3=.370/57 3-4=.344/62.4~5=0/39. 4-6=~634/99
~')~V~'~; ,~SCE 7-gft; 9Dmph; h=25R ¥CDL=5.0pef; BCDL--5.0pef; Categ o~J Il; Exp B; enclosed: MWFRS gab,e end zone cantilever,err an
..- ...., .--05
__ M~ 27 2005
2) TCLL: ASCE 7-98; Pr=20,0 pef (flat roof snow); Exp B Fully Exp.
3) Unbalanced snow loads have been considered for this design,
X
zn ~>~ TOP CHORD