HomeMy WebLinkAbout0005.95 Truss PlansJob
TN-
TNit Typo
OtY
pry
107XXXX
10749V
FLCCR
1
4
COMMON
RYLAND MANUFACTURING CENTER.
2.100 a M,Tek Industnes, Inc. TUG Mar 15 07.49.08 1994 Page 1
- I4 a
p..o�/
y
�y
'
2
3 4
5 a 7
a a 1p
ME
1 15 14 13 12 11
I .}92 I
1}ya
1
Saa
)4i-0
LOADING (psf)
SPACING 2-00
CSI
OEM (in) (Ibc) Udell
PLATES GRIP
TOLL 40.0
Plates ulctease 1.00
TC 0.21
Ven(LL) 0.10 12113 S99
'M20(20ga) 258216
TCDL 10.0
Lumber Increase 1.00
BC 0.56
Vert(M) 0.1312M3 999
BCLL 0.0
Rep -Stress; /= YES
WB 0.33
Hbr2(TL) 0.03 11 Na
' BCDL 5.0
Code TPl
(Matra)
Min Length/ LL dell - 360
Weight: 62 (Iba)
.LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Except-
TOP CHORD Sheathed
T7 4 X 2 SYP N0.2
BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP No.2
or 10-00-00 an center
WEBS d X 2 SYR N0.3
bracing.
REACTIONS(lbsf=e) 11=710/0Jd, 1=710r0aA
FORCES
TOP CHORD 1-2=-72. 2-3=01 3- -.I740, 45=•1740. 54i=-2131, 6-7=-2131, 7.8=1744 8-9=-1744, 9-10=0, 10-11=-72
BOT CHORD 11-12=1040, 12-13=2104, 13.14=2131; 1415=2131. 1-15.1037
WEBS 1-3=1210,3-15=81Q 415=-167, 5-15-{ 52, 5-14=34, 6-13=-24, 7-13-32,
7-12=-019, 8-12=164, 9-12=821,
9.11-1213
NOTES
1) Recommend 2x6 atrongbada, on edge, spaced at 10 feet an center and fastened
to each buss with 3-10d nails. SUongbacla to be
`attached to walls at uleir"outer ends or retrained by other means:
LOAD CASE(5) Standard
D
Tod Truss
107XXXX 1074051
Truss Type Oty ply
FLOOR 1 1 ICCMMON
2. 100 a MiTek Indust
1-8d 1-0d 1.612 1-8-41 1b 1-
r
3x3 3X3 1x3 3X3 IX3 3X3 3X3
3 X 5 6 7 a
P
Nil
5 wb a 1
1 12 11 10 9
3X6 3X3 1x3 U5 3X6
r X-7-q I tt4-t2
LCADING (psf)
SPACING 2-0-0
CSI
DEFL (in) (lac) Vdef
PLATES GRIP
TCLL 40.0
Plates9narease 1.00
TC 0.39
Vert(LL) 0.0910/11 1999
M20(20ga) 258216
TCDL 10.0
Lumber Increase 1.00
BC 0.57
Vert(TL) 0.11 10111 999
BCLL 0.0
Rep Stress I= ,YES
WB 0.27
Hom(TL) 0.02 9 Na
BCDL 5.0
Code TPI
(Matrix)
Min Length / LL deft = 360
Weight: 51 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Except'.
TOP CHORD Sheathed
Tt 4 X 2 SYP No.2
BOT CHORD Rigid ceiling directly applied.
BOT CHORD 4 X 2 SYP Nd.2
or W-00-00 an center
WEBS 4 X 2 SYP N0.3
bracing.
REACTIONS (lbs/si2e) 9=59223-3-0, 1=59210.34
FORCES
TOP CHORD 1-2=-79, 2-3=0,.3-4---1430, 4-5=-1430, 5-6=-1371,
6-7=-1371, 7.8=0, 8.9=43
BOTCHORD 9-10=842.10-11=1430.11-12=1430.1-12=845
WEBS 1.3=-985, 3-12=682, 4-12=-265, 5-11=-65, 5-10=-69,
6-10=216, 7-10=616,
7-9=-982
NOTES
1) Recommend 2x6 stiongbacks, wedge, spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be
attached to walls at their outer ends of restrained by other means.
LOAD CASES)Standard
Jab
Truss
'Truss Type
cry Ply
147XXXX
1474051
FLOOR
1 1
I
POINT LOAD
ba om
y10
U4 1} U3
%J
1%a =5X9
2
]
4 5
6
7 a 9
P
NTI
^I
1
1
1
14 13
12
11 10
ua
=1 1X1
3"
us w
4 10 10112 ,11-1.12
4110 6 2 0.10.0
LOADING (psf)
SPACING 2-0.0
CSI
DEFL (in) (lac) 7defl
PLATES GRIP
TOLL 40.0
Plate t Increit" 1.00
TO 0.39
Vert(LL) 0.08 12113 999
M20(20ga) 2581216
TCDL 10.0
Lumber Increase 1.00
BC 0.65
VM(TL) 0.10 12/13 999
BCLL 0.0
Rep Stress Incr NO
WB 0.50
Hor2(rL) 0.02 10 Na
BCOL 5.0
Code, TPI
(Matra)
Min Length I LL dell a 360
Weight: 57 (Ids)
LUMBER BRACING
TOP CHORD 4 X 2 SW No.3'Fxcepl• TOP CHORD Sheathed
T7'4 X 2 SYP N0.2 BOT CHORD Rigid ceding directlyapplied,
BOT CHORD 4 X 2 SYP N0.2 ar 10-00-00 on center
WEBS 4 X 2 SYP N0.3 waiting.
REACTIONS (lbs/s¢e) 10=1062/0JA, 1-62Z1D-7-8
FORCES
TOP CHORD 1.2=-78. 2-3=0; 3 — 1522. 4-5=1521; 56=1666:6.7-1666, 7A=-645, 8-9--645, 9.10--1064
BOTCHORD 10-11=0. 11.12.1310: 124]=1522, 1]-tm1522; 1-14=896
WEBS 1J-1045, 3-14=731,.4-14=-261, 5-13=102, 5-12=165, 6.12=-229, 7-12=414, 7-11--769, 8-11=4i52, 9.11=1241
NOTES
1) Recommend 2z6 sbongbacls, or edge, spaced at.10 feet on center and fastened to each thus with 3-10d rills. Strongbacls to be
attached to Walla at their oUIH enth; of rmtrained by other. means.
2) CAUTION, Do not erect Itusa backwards.
J
LOAO.CASE(S)
(L'
1) Lumber Increase=1".00, Plate lmmasa=1.00
Undorm Loads (Ids per 8)
lV
Vert2-3=100.0, 3-4---100.0, 4-5=-100.0, 5.6=-100.0, 6-7=-100.0, 7.8=-100.0, 8-9-100.0, 10-11=10.0, 11-12=-10.0,
12.13=10.0, 13-14--10.0,1-14=-10.0
M
Concentrated Loads (Ids)
n
jam TNss 1 TNss Type Oty PN
107XXXX 1073667 (FLOOR 1 1 COMMON
1R
U3 IlV
3X]
XCI
2
3
a
8 7
8
P
N
1
12 11
10
9
42.0 ,
ItLz-0
,
12.0
aaa
LOADING (psf)
SPACING
2-0.0
CSI
OEFL (in) (too)
Vdea
PLATES GRIP
TOLL 40.0
Flaes'Increase
1.00
TO 0.18
Vem(LL) 0.05loll 1
999
M20(2093) 258/116
TOOL 10.0
Lumber lnti""
1.00
BC 0.41
Vem(TL) 0.0610M1
999
BOLL 0.0
Rep Suess lrkr
YES
WB 0.21
HM(TL) 0.01 9
Na
BCDL 5.0
Code
TPI
(Matra)
Min Length I LL den - 360
Weight: 48 (IbS)
LUMBER BRACING
TOP CHORD X 2 SYP No.3 -Except' TOP CHORD Sheathed
Tt 4 X 2 SYP NM2 BOT CHORD Rigid ceifng directly applied,
SOT CHORD 4 X 2 SYP N0.2or 104040 on center
WEBS 4 X 2 SYP No.3 tracing.
REACTIONS (Ibsisue) 9=539N-3A, 1-539AaA
FORCES
TOP CHORD 1-2=-73, 2J=0, 3�1198, 4Ss1198, 5.6=-1184, 6-7=4184, 7A=0, 8-9=73
BOTCHORO 9.10=752„ 10.1 i=1191 11-12=1198. 1-12-756
WEBS 1.3 482. 3.12.515, 0.12=-181, 5-1]=43, 5-10--16, 6.10a-200, 7-10-503, 7-9=-877
NOTES
1) Recommend 24 stmrgbac", on edge, spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbaclo to be
attached to walls at thei,. o ter,erlds or restrained by other means.
LOAD CASES) Standard
Jab
T1uss Truss Type
Cty
Ptr
107XXXX
1074458 FLOOR
t
1
COMMON P354097
RYLAND MANUFACTURING MIOWEST 2.100 a MITek Industries, Inc. Thu Feb 10 11:15:54 1994 Page 1.
3X3 3X4 1X3 3X3 3X3 Im 3X4 1X3
B C D E F G H
P
N im
^I
A N M L K J
3Xe 3X5 M 1X3I 3X5 3Xe
e:0-14 I 12-1-12
a4t4 6 14
LOADING (last)
SPACING 2-0-0
CSI
DEFL (in) (lac) Vdeft
PLATES GRIP
TCLL 40.0
plates'Indrease 1.00
TC 0.17
Ven(LL) 0.07 L/M 999
M20(2090) 25WIG
TOOL 10.0
Lumber Increase 1.00
BC 0.45
Vert(TL) 0.09 LIM S99
SCLL 0.0
Rep Strm'lricr ,YES
,WB 0.28
Hol2(TL) 0.02 J Na
BCDL 5.0
Code TPI
(Matra)
Min Length / LL deft - 240
Weight: 57 Qbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3'Except- TOP CHORD Sheathed
B-1'4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP No.2 or 10-00-00 on center
WEBS 4'X 2 SYP. N0.3 bracing.
REACTIONS (lbsts¢e) J=64710,W. A=647N-3-8
FEB 14 1994
FORCES
TOP CHORD A-B=42,' B-C=O, C-O=-1536, 0-E=-1536,.E.FF-1788, F-G=-1536, G-H -1536, H-1-0, I-J=-72
BOTCHORD J-K=932, K-L=1788, L-M=1788; M-N=1788,. A-N-932
WEBS ALs1087, C-N-704.'D-N-181, E-N=-291, E-M=8, F-L=8, F-K=-291, G-K=-181, H-K-704, H-J=-1087
NOTES
eco
1) Recommendef. spaced at 0 feet
x6 st4ily glpac
and fastened to each Wss with 3-10d nails. Strongbacks to beattach
oinks endsori�W
etl to w2 si by ertmeanster
``1���••�'•�-'�'?�4�'
LOAD CASE(S) Standard
Ce i?
a.4 _
5�1'•• r) aj J ,'L % -
i.� •� 1
y; � J:
�+te7aur•"•il\
®WARNING -'VsrW I .Ign pnr .ton and'READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. �000—
Desf7n aW to u e; onN On Maek ..nnool.n. This Cetlan h boned onN upon penomelen mown. ands Iq On MNbval bu WPa comPonen110 De
bnel - I IIVfI
hi,.,u d end baaetl A.mcmn, Ao,x.bf Ylly o1 d000 pd pmelen ona propel begpgPibll oI epmon,,.n1.t h Ipanab111Y o1 buW Vq dgIIO
�
d.sbne / ..ins mown h forb1s�o1 ppoa of, "Nbu01 eb membe only.. AO Ionol tempotory bOCv to hwl. stablay dulhg conpluclbn h Ins
m .,.n.",y OI In etCOlq, AdON10401 pe anenl,b OCIna 01 In. O aL tbVCIWs h In. r«pon.I y OI me b.mine d«gnel. vol aen.wl ,,id....I
:eaatdVp lob bPlbn; 6.0my conlWL tto ode, tlelve y eleclbn and i cllq. consun CST-aa Quality Stanoold. DSS-89 Imclna Sp.calcotlon, and HIS-91 MITek Industries, Inc.
HOnduna inamna a na hosing YKoenrn aoniinaV.Wbio nam fIVY Bale xtuff1..' D'Onoab DINS. Mao4o., WI 53719.
Job Tnlu Tn Type Oly Ply
127)0= 1270949 FLOOR 1 1 GIRDER P347457
14[41
13-0�
l
Wo
Wo
3>D'
LOADING (pa)
SPACING,
2-m
CSI
DEFT (in)(loc) Vded
PLATES GRIP
TOLL 40.0
Plates ltipeese
1.00
TIC 0.32
Ven(LL) 0.00 C 999
M20(20ga) 258/216
TCD(- 10.0
LumbwInueese
1.00
BC 0.12
V&IM) 0.01 E/A 999
BC11 0.0
Rep Shen I=
NO
WB 0.07
H=(TL) 0.00 E Na
BCOL 5.0
Code
TPI
(Matto
Man Leipth i LL dell . 240
Weight 18 (IDs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 •£¢apt•
TOP CHORD Sheathed
B-0 4 X 2 SYP N0.2
BOT CHORD .Rigid telling dineedy applied,
BOT CHORD 4 X 2 SYP No.2
or 10-00-00 oh center
WEBS 4 X 2 SYP No.3
brecng.
REACTIONS ( "ize) E-31500-SS, A=315A38
FORCES
TOP CHORD A43 -14Z B{70, C4)-0, D-E=-78
T CHORD A260
1u11iff�w,^
WEBS A•{C,�J04 6E-342
NOTES em1mmend 24 a4ar ongbatlo: on edge, spaced at 10 feet on rt« and Fiidened to each bfxs
LQ�EN
voth 3.1 Od nails. StrongbadaT�9F • �,9
attached to welts at their outer ends w restrained by other
— 2rJb�2
LOAD CASE(S)
1) Lurnbw lnvee•e.1,00, Plate lnrnave.1'.00
• ST,:Tc G-
Unilorm Loads (Ibs per 0)
:
•••�;i✓'r",ri
VeRB:0-200.0, C-0.•200.0, A-E-10.0
�Q
�. a;
JAN 31 1994
AWARNING - V.,W dsignpa,umee•n• and REM NOP63 ON TMS AND RS VLRSG SME BEFORE USE.
6eOln valid lol'uw Oink wf1h' V9.1f C.Ifi afar. That a•sbn-a bo[ea only upon parameters 1ho.n, and a iq on Indl,Adual buldlnc component to be
nn.sa d and i000ed v.dlcofllii. Appacalaaly of Eeflgn peramel.n and oioD htgab,ollar, of compon.nf 1[ lOfpgnlblay of building da[pns, • not Ifus[
0.b6nOl. 5racing'and.n b 1. lol.ral support of Y,dNlduq w.b m.mbMs oml,. Addabnal lompgary wocm to Wqe aab0ay dwhng cano,..non Is In.
lo[ponu y of IM s.qq. AEa4lonul permon"I pacing of IM 0y 11 01=1wo,a t" f.[ponOc&fv of Ina bWdbg designer. ro, general gulch...
,.OgoNg IbC�Ico1Mh, away cant, l agape, deMry...lion and dating. conwo OST•aa OuoNy SlandoM, OSS•49 Imaaq $p Vlcafb aM HIS-91 MITak Industrlss, Inc.
M.M" e.talalp ;.if av ina a.epnmeMgbnaWaabM Iran flu. Rol. Miaule, gel U•Ononb D,Iw. Mdaeom WI53719.
Job
buss
Truss Type
City
Ply
107XXXX
1074460
FLOOR
1
1
COMMON
RYLAND MANUFACTURING CENTER
2.100 a MiTek lnduswes, Inc.
Tue Mar 15 07 49:39 19 44 Page 1
axe �.s yta'
yd V t�rr .fir
2 3 4
e e 7 a 9
�1
90
1
a
at
1 14
13 12 11 10
>�
� �e
62.14
12-1-12
62.14
5.10-14
Plate Offsets (LeItTop): 14:4.0,1.5
LOADING(psf)
SPACING �2-0-0
CSI
DEFL (in) (wC) 9de11
PLATES
GRIP
TCLL 40.0
battles Increase 1.00
TC 0.16
Ved(LL) 0.07 5 999
M20(20ga)
258216
TCOL 10.0
LumberJnaease 1.00
BC 0.43
Ven(TL) 0.08'13/14 999
SCLL 0.0
Rep Stress Inc! YES
W8 0.48
Ho2(TL) 0.00 10 rVa
SCOL 5.0
Code TPI
(Matra)
Min Length I LL dell - 360
Weight:.61
(Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Fxept'
TOP CHORD Sheathed.
T1 4 X 2 SYP No.2, T2 4 X 2 SYP N0.2
BOT CHORD Rigid omii g directly applied,
BOT CHORD 4 X 2 SYP No.2
or1(D-00-00 on center
WEBS a X 2 SYP No.3
Dratilg.
REACTIONS (IbV=e) 2=63910441, 10=639/0-3.8
�2Qp
FORCES
i
TOP CHORD 1-2=7. 2-3=-1070. 3.— 1071, 45=1754, 5-6--1754, 6.7=1508, 7-8=1508, 8.9-0, 9-10z72
BOTCHORD 10-11-919. 11-12-1754, 12-13=1754, 13.14--1549, 1.14=0
a
WEBS 2.14 1192, 3.14=-209, 4-14=660, 4.13-240, 5.13=95, 642=-1, 6.11=-284,
7.11=-177, 8-11=687. 8-10=1072
NOTES
13
1) Recommend 2x6 su"bacla,' on edge. spaced at 10 feet on tenter and fastened
to each truss w h 3-1 Go nails. Suangllaolo to be
attached to walls at their Outer ends or restl3ined by Whet means.
y
LOAD CASES) Standard
v
3
N
I
N
Mo
107XXXX
Truss Truss Type,
1072516 FLOOR
Cry Ply
1 1
COMMON
RYLAND MANUFACTURING CENTER'
2.100 a MITek Industries, - Tue Mar 15 07 49:56 1994 Page 1
r4tie
1-�
?74 3M
ix
IX.1
2 3
r 5
6
c
N
�1
fJ[f
1
1 s
aJ
7
=11 316
3Se
]Xa
x-"
]Sa
x-aa
r.sd
LOADING (par)
SPACING
216-0
CSI
OEFL (0) (1oc) .Udell
PLATES GRIP
TCLL 40.0
Plates Increase
1.00
i TC 0.34
Vert(LL) 0.04 7/8 999
M20(20ga) 258216
TCOL 10.0
L=6w Increase
'1:00
BC 0.30
Vert(TL) 0.06 718 999
BCLL 0.0
Rep Stress lndr
YES
W B 0.16
H=(TL) 0.01 7 We
BCDL &0
Code
TPI
(Mahn)
Min Length / LL dell - 360
Weight: 33 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'E=ePt'
TOP CHORD Sheathed
T1 4 X 2 SYP No.2
BOT CHORD Rigid ceiling cline y applied,
BOT CHORD 4 X 2 SYP No.2
or 10.00-00 on center
WEBS 4 X 2 SYP No.3
bracing. -
REACTIONS (Ibstaixe) 7=380/0-36,.1=380/0J6
FORCES
TOP CHORD 1.2--54, 2-3-0, 34=579, 4-5=579, 51N0, 6.7=.64
BOT CHORD 76=490, 8.9-579„1.9=579
WEBS 1J=669, 3-9.67. 4-8=85. "=104, 5-7=-571
NOTES
1) Recommend 2a6 strarlgbacks, on edge,.spased at 10 feet on center and fastened to each trues 1M113.10d naib. Soangoatla to be
attached to w Its at their outer ends or restrained b✓ other maSM.
LOAD CASE($)' Standard
Job I Tmw I Trues Type aY p^,
107XXXX 1071201 FLOOR 1 1 COMMON P347405
l
1-0d
i
t-112
�
3)CI
17C1
I
3%a
4dg
r .ad I
LOADING (pm)
TCLL 40.0
TOOL 10.0
BOLL. 0.0
BCOL 5.0
SPACING 2-041
Plates trustees 1.00
LunDc.. Inaeme, 1.00
Rep Shen I= YES
Code TPI
Cat
TC 0.19
BC 0.12
WB 0.05
(Me h&)
DEFL (in) Ooc) Idea
Van(LL) ).00 C 999
Ven(iL) 0.02 EIA 999
'Haz(TL) 0.00 E Na
Min Length ( LL dell - 240
PLATES GRIP
M20(20ga) 251U216
Weight: 20 Obs)
LUMBER
BRACING
TOP CHORD. 4 X 2 SYP Nd.3 -E�
TOP CHORD Sheathed
. B-O4 X 2 SYP No.Z
BOT CHORD Rigid ceifelp directly applied,
SOT CHORD 4 X 2 SYP No.2
a 10-00-00 en tend"
WEBS 4 X 2 SYP No.]
twacinB•
.REACTIONS Ohehtre) E-199g38,ARR199/0-38
TOPCES
CHORD A.Be-67r BL--O, C-D�, D.E-71
Q r q4 �•
BOT CHORD A£e191
WEBS A-Ci223, C-E -221
.
[r,jJ
NOTES
L ` 1 S%7: OF C
.
1) Remmmend Za ahongbecks, on edge, I, at.10 fed on center and fastened to ewh Inma with 3.10d nails backm
SOong �� •-,
attlidled tO waft at then MW ends a mexained byOtheTeafli
/,
�F •.`:71
LOAD CASE(S) standard
buu/ulna
JAN 31 1994 j'STEPHEN
CASLER
e
AL
AR'ARNINO •. VRR1VY Ge(pn P--tera and READ NOTES ON YMS AND RL VLRSE SIDE BEPORE OSE.
De,pm Ina I to use .. ry with Maek bonnedtorl. The detpn b bated onny umn p.IVhelen Mown. and'b la, an IbNbuol bV Wing comoonenl tO be �
vw,eO a o bGdeo v IbaW APW Obllly of acatgn parametea and PaVn MGdpgalbn of component b Ietponsiomy.ol DuIk1Vp detpner . not huu
d e.pne a ocmg morn a IV poem tuDpon of naNlogdl'reb members onW, Addllboal lempoary downo to hau dabaty d.0hO condruclbn b the
etPah RIWIt. at the MCGIo ACdtlbMl pelmonent OrOCV1q at the o edl,dacime b me retpOedbPly of the dIWMq dedgh e. FOR Oenetol guidance
egoldmg Iabrldd IVR. qudny COnVaI. ttgrage. deNeR,,, ereclbn and b ocing: Consua OSTAe GuaIIV standard;, OSI-ee Imcing ioecAlconan, and HIIFI MITek Industries,Inc.
OnaYng lnu011lrq and.IrOChp YeeOnrmMa011an OVOWDb IROm-:TRVu fble Nultule: • 3 D'OnOrrb DrNe: M cman. WI5J710,
Job buss
Truss,Type
OlY
Pry
_t
117XX1179348
XX
'FLOOR
1
1
CANTILEVER
RYLAND MANUFACTURING CENTER 2. 100 eMiTek Indusines, Inc.
Tue Mar 15 075305 1994 Page 1
3x3 3x3 Ix3 lxl tx3 =1 1X3 =xi ]x3
us
2 3. 4 5 6 7 a 9 10
11
P
N
1%3
�T
lu
1
1
1
1 t7 16 18 14 13
12
us ]xs 1x3 3A w w
Im
SLa 1P24 120-9 1&7d
S4a 7-aa 0.1-11 2+
Plate Offsets (Left.Top): 33:3.5,I.5, 14:3.0.1.5
LOADING(pst)
SPACING 2-0-0
CSI
DEFL (in). (loc) Vdeft
PLATES
GRIP
TOLL 40.0
Plates Increase 1.00
TO 0.92
Ven(LL) 0.11 IV15 999
M20(20ga)
258R16
TCOL 10.0
Lumber.lncrease 1.00
BC 0.35
Vert(m) 0.11-'1a15 999
BOLL 0.0
Rep Stress I= NO
WS 0.70
H=(TL) 0.02 13 Na
BCOL 5.0
Code TPI
(Matra)
Min Length / LL deft - 360
Weight: 74
(lbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP Na3-E=ept' TOP CHORD Sheathed
T7 4 X 2 SYP N0.2 BOT CHORD Rigid ceding directly applied,
BOT CHORD 4 X 2 SYP No.2 010.00.00 on center
WEBS 4X2 SYP No.3 bracing.
REACTIONS (Ibani2e) 13-216010-3.8,:1=517A-3A
Max Uplift 1=72(loadcase3)
Mai Vert 13-2160(kled case 1). 1=533(loa0 case2)
FORCES
TOP CHORD 1-2=-72, 2J=0, 3�1107. 45=-1107, 5w(5 -1113, 6-7=-1113, 7.8=-43, 8-9=-03, 9.10-2315. 10-11-2315, 11-12=0
BOTCHORD 12-13=0, 13-14.-990, 14-15-723, 15-16.1113, 16-17.1113, 1.17.717
WEBS 1J=436, 3-.17=456, &17=-188, 5-17=A, 5.16=.64, 6.15=150, 7-15=455, 7-14 792, 8-14=184, 9-14=1205,
Z
9.13-1532, 10-13-.263, it-13=-2556
NOTES
1) Racanmerbi 2x6 sbongbacks; on edge, spaced at 10 feet on center and fastened to each Inns with 3-10d nails. StrongWi0i 10 be
O
attached si M211s at their wer ends a resahm ed by other mearn.
1
2) CAUTION, Do nat erect Iniss backwards.
4.
1
LOAD CASE($)
1j
1) Lumber Irlueasa=1'.00, Plate Incnma 1.00
Uniform Loads (lbs per ft)
-]
Verti2-3=-100.0, 3�-.100.0, 4-5=-100.0, 56=-100.0, 6-7=-100.0, 76=-100.0, 8-9=-100.0, 9-10=-100.0, 10-11=-100.0,
12.13=10.0, 13-14=10.0, 14.15=10.0, 15-16=-10.0, 16.17=-10.0, 1-17=10.0
Concentrated Loads (Ibs)
Co
Ved11-1000.0
2) Lumber. Increasa.l.(X1,.Plate rncrease=1.00
t
Undorm Loads (lbs per R)
r
VeniZ3=-100.0. 3�1-100.0, 4-5--100.0. 56=-100.0, 6-7=-100.0, 7.8-100.0. 8-9=-100.0. 9-10=-100.0, 10-11=-20.0,
1
12.13=-10.0, 13=14=-.10.0,.14.15=10.0, 15-16=-10.0, 16-17=-10.0, 1-17=-10.0
kA
Concentrated Loads lips)
Ven:11=4000.0
3) Lumber Increas 1,00, Rate Irlcrease=1.00
�1
Uniform Loads (Ibs per III)
IL;I
VenC2J=20.0, 3--.20.0„i-5=20.0,.56=20.0, 6-7=-20.0, 76=-20.0, 8-9=20.0� 9-10=•20.0, 10-11=-100.0, 12-13- 10.0,
15e-10.0
13.1m40.0, 14 15-16=-10.0, 16-17=-10.D, 1-17=-10.0
Concentrated Loads (lbs)
Ved:11=-1000.0
Joo
Truss
Truss Type
Oty
ply
127XXXX
1272025
FLOOR
1
1 GIRDER
RYLAND MANUFACTURING CENTER
2.100 a MiTek trqustnes, Ina.
Tue Mar 15 07t53:47 1994 Page 1
I 1-1HI
_ 1-1613
110 U4
Y3 1�l
2 3
4 e
P
V
�l
I a
7 a
Sze 11G US
3h6
aotz
sac
soa
Plate Ortsers (Le(LTop): 3:2.5,1t5
LOADING(psf)
SPACING 24-0
CS]
'DER (in) (lad) Vde6
PLATES
GRIP
TCLL '40.0
Plates Increase 1.00
TO 0.81
Vert(LL) 0.03 7/8 999
M20(20ga)
2581216
TCOL 10.0
Lumber Increase 1.00
BC 0.40
VW(TL) 0.03 718 999
BOLL 0.0
Rep Stress lncr NO
WS 0.42
Horz(TL) 0.01 6 n1a
BCOL 5.0
Code TPI
(Mahot)
Min Length / LL deb - 360
Weight: 31
(Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 Sept-
TOP CHORD Sheathed
T1 4 X 2 SYR No.2
BOT CHORD Rigid ceiling dkeitty applied,
SOT CHORD 4 X 2 SYP N0.2
or 10-00-M on center
WEBS 4 X 2 SYP No.3
bracalg.
REACTIONS (lbs/size) 6=1166/Od-8, 1=1166A)-3.8
FORCES,
TOP CHORD 1-2-290, 2J=0, 3-4-1491, 4SW, 54 -290
BOT CHORD 6-7=1491, 7-8-1491, 1-8+1491
WEBS 1-3-1724. 3A=17, 4A=0, 4-7=17, 4E=1724
NOTES
1) Recommend 2x6 sbongbacks, on edge, spaced at 10 feet W Center and fastened to each buss wdh 3.10d mails. SVorgoaCks to ce
attached to walls at their outer ends or restrained by other
meam.
LOAD CASE(S)'
1) Lumber Increase=1.00, Rare Increase=1.00
Undorm Loads (IDs per 11) -
Ved:2-3=<W.0. 3-4=-400.0, 4-5=-400.0, e-7=10.0. 7-8 -10.0. 1.8=10.0
3I
LL-
Fie
Job
Tmss Tdns:Type
cry
Pry
147XXXX
1474916 FLOOR
1
1
POINT LOAD
RYLAND MANUFACTURING CENTER
2.100 a MITek Indusmes, Inc. Tue Mar 15 08:17:08
1994 Page 1
' =1 1X6 IX3 3X,
IX3 3X3 3X3 SXa
2 3 4 5
6 7 a 9
"r
NT
X]
^I
1
a a
1 14 13
12 11 10
3X6 4X5 I"
3%3 U14 3X3
4 10
11.1-12
4610
6S2 2.1.12
Plate O6sels7LeR,Top): 5:1.5,1.5,.115.0,15, 14:3.5,2.5
LOADING (psi)
SPACING 2-0-0
CSI
DEFL (in) (Icc) Vde9
PLATES GRIP
TOLL 40.0
Plate's Increase 1..00
TO 0.77
Ven(LL) 0.33 12113 470
M20(20ga) 258/216
TCDL t0.0
Lumber Increase 1.00
BC 0.91
Ven(TL) 0.40'12/13 389
BOLL 0.0
Rep Stress Incr NO
W B 0.79
Hort(TL) 0.03 10 Na
BCSJI 5.0
Code TPI
(Matrbt)
Min Length / LL del = 360
Weight: 61 (lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP. N0.3'EXcept-
TOP CHORO Sheathed
T1 4 X 2 SYP SS
BOT CHORD Rigid ceding direct y applied,
BOT CHORD 4 X 2 SYP SS
or 10-00-00 w center
WEBS 4 X 2 SYP No.3 *Except*
br4an9.
W714 X 2 SYP N0.2
REACTIONS (Ibsh2e) 10=1728XI.3-8, 1=89=.3.8
FORCES
TOP CHORD 1.2=.103, 2J=0, 3�2687, 45=-2687, 5.6=-3479, 6-7=-3479, 7A=2993, 8-9=2993, 9-10=1710
BOTCHORD 10-11-0, 11-12=3352, 12-13=2687; .13.14=2687, 1=14=1353
WEBS 1Ja1577, 3-l4 1556, 4.14=559, 5.139-284, 5-12=916, 6-12=-364, 7-12--148, 7.11=-014, 8.11=-1412, 9-11=3406
NOTES
1) Recorr, n 2X6 stronghacks, wedge. spaced at 10 feet on center and fastened to each Inns with 3-10d pals. Strongbacks to be
attached to waft at thew outer erws ar reat2irled b/ other means.
2) CAUTION, Do not erect buss backwards:
LOAD CASE(S)
1) Lumber Inc+Case=1.00, Plate Increase=1.00
Undorm Loads (Ibs per t)
Ven:2-3=-100.0, 3-4=-100.0, 4.5=-100.0, 5-6-.100.0, 6-7=-100.0, 741=-100.0,
8-9=-100.0, 10-11=-10.0, 11.12=-10.0,
)
12-13=-10.0, 13-14=-10.0; 1-14=-10.0
Concentrated Loads (Ibs)
veni8•-1200.0
3
M
f1
Iz
107XXXX I1074001 FLOORy� I �1ly COMMON
1-
1.74
1
3u p-+
lAr
-Ui
Mid
3zI 1sl'
2 3
4
5
6
7 a
v
N
�1
1
1
12
11
10
9
U6
2a6'
Ai6
]JCS
1`t6
474) SSO
LOADING (pan
.SPACING 24-6
CS!
DEFL (in) (lac) Udell
PLATES GRIP
TCLL 40.0
Plates Increase 1..00
TC 0.34
Ven(LL) 0.0910111 999
M20(20ga) 258/216
TCDL 10.0
Lumber I=ease 1.00
BC 0.55
VM(TL) 0.10 10111 999
BCLL 0.0
Rep_Stress Iner - YES
WB 0.26
Horz(TL) 0.02 9 we
BCOL 5.0
Code TPf
(Matrbr)
Min Length I LL deft - 360
Weight: 50 (lbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3 -Except' TOP CHORD
Sheathed
T1 4 X 2 SYP N0.2 BOT CHORD
Rigid ceding directly applied,
BOT CHORD 4 X 2 SYP N6.2
a 10-00-00 on renter
WEBS 4 X 2 SYP No.3
bmcag.
REACTIONS Qbsisize) 9=584V-3d; 1=584M.3A
FORCES
TOP CHORD 1-2=78, 23=0, 3.4=-1394, 45-.1394, 5.6 -1343, 6-7=1343, 7.8 W,.8-9=73
BOT CHORD 9.10=829, 10.11-1394, 11-12=1394. 1-12=832
WEBS 13=970, 3.12=656, a12=252. 5.11=54, 5.10=59, 6-10=215, 7-10=600, 79=967
NOTES
1) Recarvnend 2x8 strongbacb, on edge,spaced at 10 feet on center and fastened to each truss vrph 3-10d
naik Strongbacla to be
attached to walls at their outer ends a restrained by oUher means.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Cry ply
127XXXX.
1274916
FLOOR
1 1
GIRDER
RYLAND MANUFACTURING CENTER
2.100 a MlTek Inaustnes, Inc.
Tue Mar 15 0815:11
1994 Page 1
t4H 24HI t. F—
1—e-0 1-3-� F =4d
37d }ai 3XJ 3%➢
liY j's jx
2 3 4 3
6 1 a a
NT
Tj
A
'NW
1
6 w 3 s 1
1 14 13
12 11 to
'>t4 M7 }[3
pa �j14d
414 �S7.12 7-7.12 F &2-0 13J8
.
41-0 1dJ
2-0-0 1-0-1 41-0
Plate Ortsem (Le6,Top): 7:2.0,1.5, 11:3.0,1.5, 14:4.0,1.5
LOADING (psf)
SPACING 2-0-0
C51
DEFL (in) (Ibc) Vde11
PLATES
GRIP
TOLL 40.0
Plates Increase 1.00
TO 0.24
Vert(LU 0.10 12J13 999
M20(20ga)
258216
TCDL 10.0
Lumber Increase 1.00
BC 0.54
Ven(TL) 0.12 12/13 999
BOLL 0.0
Rep Stress Inc( YES
WB 0.36
H=(TL) 0.03 10 rVa
BCOL 5.0
Cede. TPI
(Me=)
Min Length 7 LL des = 360
Weight: 67
(11M)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3'Erupt-
TOP CHORD Sheathed
T1 4 X 2 SYP N0.2
BOT CHORD Rigid ceiling direr applied,
BOT CHORD 4 X 2 SYP N0.2
or 10-00-00 on center
WEBS 4 X 2 SYP N0.3
bracbg.
REACTIONS Obstwe) 10-71010-34; 1=71010-3.8
FORCES
TOP CHORD 1-2=-67, 2.3=o, 3-4=-1858, 4-5=-1858, 5.6 -2123, 6-7=2123, 7d=1858,
8-9=0, 9.10-67
BOTCHORD 10-11.1049. 11-12.1858. 12-13.2123, 13-14.2123. 1-14.1049
WEBS 1.3=-1222, 3-14-901, 4-14--175, 5.14--.324, 5-13-9, 5.12=1, 6-12=-176, 7.12=323, 7-11=-360, 8-11-901,
8-10=-1222
NOTES
1) Reecmrnend 2x6 stiorlgbacla, bn edge, spaces at 10 feet on center and fasterxa to, each Truss w h 3-10d nails. Stmngbacla to be
anacned to walls at thew wen endi or restrained by other rreanls.
LOAD CASES) Standard
„J
C
271
job Truss Truss Type ay P1h.
107XXXX - 1071189 FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 a MRek IMuatnes. Ina. Tue Maf 15 075036 1994 Page 1
tot! I ,.4a I
2X3 SX3 UYS
2 ] 4
Tj
N t}
3X5 3Xa
111-12
111.12
LOADING (psi) SPACING 2-0-0 CSI DER (V,) (Ioc) Vdea PLATES GRIP
TOLL 40.0 Plates Inq a 1.00 TC 0.19 Vet(LL) 0.00 3 999 M20(209a) 258216
TOOL 10.0 Wmbef lndease 1.00 BC 0.12 Vert(TL) 0.02 511 999
BCLL 0.0 Rep Suess Iris YES WB 0.05 Ho2(TL) 0.00 5 Na
BCDL 5.0 Code TPI (Matra) Min Length I LL deft = 360 Weight: 20 (lbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathed
T1 4 X 7 SYP No.2 BOT CHORD Rigid ceiilfg dinxc applied,
BOT CHORD 4 X 2 SYPNo.2 or 10-00-00 on caner
WEBS 4 X 2SYP No.3 bracing.
REACTIONS Qbelsize) 5=19&D•34, 1=1981038
FORCES
TOP,CHORO 1.2=47, 2-3=0. 3-4=0, 45=-70
BOTCHORD 15-189
WEBS 1J=221', 35=-219
NOTES
1) Recommend 2X6 strcngoacks, on edge..spaced at 10 feet on center and fastened to each truss with 3.10d nails. Strongbacks to be
attached to walls at tW outer ends af. remained by other means.
LOAD CASE(S) Standard
1
f'1
ul
6
Lil�117"20711
hum Type plypit
FLOOR t t CANTILEVER p3p38J
Ii10 _
1J 10 Ii
2.1.0
WO
3X8
3X3
3X5
B
C
D
E
3X8 3X3 3X8 1X3
1 1.11.2 I 1 12 Y1*:4 62-4 i -`
1-11.2 1.410 0.1-e 2+ 1�
LOADING (Pat)
SPACING 2-0-0
CSI
DFFL (In) 600 Idofl
PLATES GRIP
TCLL 40.0
Plane Inctsese 1.00
TC 0.44
Vart(IL) 0.02 E 999
M20(200e) 255218
TCDL 10.0
Llsnberlitvaese 1:00
BC 0.10
Ven(TL) 0.02 E 889
BCLL 0.0
Rep Strain be No
WB 0.19
Hor2(rL) 0.00 G Na
BCOL 5.0
Code TPI
(Haft)
MnLength /LLde8.240
Weight: 33 Ohs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP 1*0'Esept-
TOP CHORD Stwuiltad
BE 4 X 2 SYP Not
BOT CHORD Fdgld cp&g dlrocdy
BOT CHORD 4 X 2 SYP Nat
epplpd, or 1040-M on
WEBS 4X 2SYP N0.7
ceNarbredrtg.
REACTIONS pbs/st2a) G-9030J-B. A.V9A,."
MU Vat G.RJB(10ed cros2). A=Z79(kmd core /)
FORCES
TOP CHORD A•8-77, 81'-0; CG.247, D-E.247. E-F.7
BOTCHORD FG-0,GJ1:313,AkL713
WEBS AC.J87, C-H.10.C-G-•851, DC, MI. EG.273 ,71j 51111 rj
,.1 2'�.
••••y
f
NOTES
1) Remmmpld W Wptpbodus. on edge. spaced at 10 bat on carver and instated to each tnas With 3-10d We. Soongbacks y~ :
�,v�
-i^
to be adached to wslls a than War aide or m1ralned by other mean , �''�
2) CAUTION, Do not aract trtrm bedwaida. xNO
ZO512
LOAD CASE(S)
1)L mbar lftaeew.1.00, Phan lnca 1.00 . siATE OF
: '� �• :'
Wolin lands (ms pane) @ :
VW Z—C-I10.0. 6D-157.3. D-E.-122.0. F-C 10.0, G-H -10.0. A.R.•10.0 %yoi. • ����GI AN? : '�'c"':
I
Concenbelad IDede(ft) �� �!` •••....•• \ ,�
••,rS$/of
Vm ��G•`••
2)LumberbvaI.CC. Poe 1(lvpma.7.00 ...
Worth Lewin (ft Per e)
Ven-C.110.0, C43.-157.3. D-E..28A, FG.10.0, G-H 10.0, AI4-10.0
It.
l
Concentrated Loads
CI,,
o'll,
v2mBP0
3)lmbebe�se-I:1% PIea ....L
lnHOrin d(mper C) •;
VOn9C-227. C-0.•35,7, DE.-1220, FG.-10.0, G-H -10.0, Mib-t 0.0 STcP:' .' .
2 * :• _=;'
Concentrated Iry (rite)
VWC-75.5' '
'sit
.•,%C1Cji
v.
'ejt4l Hlle•
®IVAR11WO - VerM d.ettyn Pyram.te and RLAD NOTES om Tws AND RLVLR-4E swr 82'JJORLT136
6.n. v.W bt .. oNM .11h Maek CM11eClpl thk d.00n k baae0 o W aeon palomelen she rm bad a.lo, on bdNbuel b.Wmg componOnl to W
bb0 ilaae0 .nd 000 v.dfcQW., APa.oapaly Ol,deepn pp,olnelen an0 pOael altOlppalblt. of COmpplMl a IMpOlWbaly of bWgMO Oeapnsl • no11Na
ml
astpn.l. NOcbg aMrck lol lclatol NPOOa Of alaNbudl web members onlV. AddabMl lemoolory ftacetp to More aabaay du lap conamoibn k
If .Is—W AOOObr pe •I.0 fot c.
cif t D,OOY10 of 1M . l OabOMe
11 Irt. IMp011ibNy of IM bagap dion.."
S,.
."Owhn, o d
IpOIOyp.bbNccllOn. q ft
COnl101 tlpOp., deMry, . .0 fif
. aM WOC OaaaY Ralld Imekp apectllealloq antl Nle-el MITak Induatrba, Inc.
loc
NaMlllp Ye1alY,p une eraelrp e.cOTme,Walbn ovabb411om bua Able Inaeul.. Sa] D'OMOb DIM. MOOkwI WISJIt e.
ftob 1. kri., ul.. D'0 fto W1"
Joo
TNm TNm Typo
OfY
PIY
117)D=
1172075 FLOOR
1
1
CANTILEVER P343362
HYLAND MANLFACTLIFUNG MIDWEST 2-100 a MITak InUMtnes, Inc. Mon Jan 17152522 1964 Page 1
I
I
1-4i I 1q-12 , F 2.1.0
i�
3X3 3X3 3X3 3X5
i
B C D E
1X3
1X3
Y1
N
A G F
3X6 3X6 1X3
5+12 }}t R24
0+12 0.f•i I+0
LOADING(pQ
SPACING 2-00
CSI
DEFL (in).(bc) Wen
PLATES GRIP
TCLL 40.o
Plmas Ircruess 1.00
TO 0.70
VW(LL) 0.01 E WO
M20(200e) 250MG
TOOL 10.0
Lumbar lilasess 1.00
BC 0.00
Vart(TL) 0.01 E SW
BCLL 0.0
Rap Sham I= NO
WB 0.14
Hoa(M) -0.00 G zVa
BCDL 5.0
Code -TPI
(Mmfk)
Mn Le.Vh/LL deft. 240
WelpM:31 Qbs)
LUMBER BRACING
,TOP CHORD 4 X 2 SYP HM3 -E=W- TOP CHORD Sheathed
B-E 4'X 2 SYP N0.2 BOT CHORD Popkf ce12n0 directly
BOT CHORD 4 X 2 SYP No.2 ftpplled; a 100000 on
WEBS 4 X 2 SYP N0.3 camr birch
REACTIONS (IOWCe) G.97&0,14 ASIA,"
Max Uplift A.-.110(bad case 3)
M= Vat G.9760oao caes 1), A.175(be0 ®a 2)
FORCES t4 qt
TOP CHORD A-8.-75, B.", C-0.453. D-E.45% E-F.3 •.1s»7111
BOT CHORD F-G 4 AG-83 ....,t:•.p'`
WEBS AGG -73, C-455, D-C . E-G.-500 : FA
4r .i ���•�
r
NOTES 40.
1) Rfmamerld 2X8sumgbeda, on edp, spaced m 101" catty and fastened to each Irtva With 3.1 O1 rolls. Sumngbacks
m al
2061
to be amachad to welts el they car ends a. reatralnad by ahr means
2) CAUTION; Do rot aroa ytas badwards. • STA T= OF
LOADCASE(S) •900'•�%OIR:'
1)LumDer ylaeesa.t.o4 Pmelrlaams.t.oa FSn' ••• (.�
'E*V,
lo UNrtnLinda (ma perq. °". �/0NAL" ,
VarL8-C-100.0, C-D-100.0, O-E.G _-2P4.0, F-10.0. AG-10.0 �,
it tB t t l { t ass
um Irsese.l.CO
2) Lbsrbrseesat.00, Plate
WteaI Loects (me psr.E), .
Vrt:B-C-100.4 C-0-160A D-E-54.0, F[t10.0, A-G-10.0 asyte naoge
N tee,
3) Lumber ter - 1.00. Plats Irvsnso-1.010 1i cc 1.-
0,
LAtllam Lnsoi (nta Per 6) Os� na^ %:`j n
Ven:B-C-27.0. CG.18.4. D-E-224.0. FG.-10.0. AG-10.0L/
'I Sri. ` "s
ASpARNTNG . V.rm d..tpn parvm•t.rw and RLAD Nares ON THl5:1ND R6VLRsz smz BzmRL OSL.
Desnn Yoga W, .. ont .Rhz Mn.k.<onne<Ipi the E..on,k bbe ONY bon bc,cmelee .wwn, and a 10, an hdNbual Wtaelo HE=an, to bs
nslord ono batlb IIbaP/. APoecobaY of ce.on po,CM.f.a and psoli.r Ytcpppalbn of cocaponenl k Iefpwl Y of buld0o d-... • Ibl Wv
�-
daytlon... B...mo r n 11. b10101 suap01 of MNIdWI web hleMc N% o1W. Addebna lemppary bo<Yp la Wm. aabY11Y dwbo Con.Nctbn k me
s.a ffly .l th. •,•c1p.,AGdpbml p.lm<n.nl' bsackp of the oveml taW1uN k.lhs sevoaNlp V of M. bubkq tl•fpna. 101 Oene,al ou bane
Ipoltlll.Q gbsk:albn.. auamY cpinol .O,00e. oeW t,, mectbn and aocno. conwB OST-as. OWRY nantldrd, DSt-as. Smceq Sp• M.flon, and eIG01 MITak Industril Inc.
Hondmp hulolWq and iruClnO ae<ammewolbn avdbb4l,dk I1W Vbl. bl0ul., 0s.10.Onohb O1Ne. M<dkbn. W153710.
Job TNss TNss Type Qry Ply
127XX)(X 1274917 FLOOR. 1 1 GIRDER
RYLAND MANUFACTURING CENTER 2.100 a MiTek Incuatnes, Inc. Tue Mar 15 08:15:32 1994 Page 1
td-e I10. t-J-4 f-]-4 t-ao
''3X1 2X4 2X2 U3 U3 3X2 ]X3 2X4 in
2 l 4 a 6 7 a 9 to
D
1 14 13 12 11
3Xa us 2X6 3X8 us
15a 67.12
I &10.41 131
110 1242
12.12 380
LOADING (pso
SPACING 2"
C31
DEFL (In) (I.) WallPLATES
GRIP
-TCLL 40.0
Plates Increase 1.00
TC 0.18
VM(LL) 0.10 6 999
M20(20ga) 258216
TCOL 10.0
Lumber, Increase 1,00
BC 0.32
Ven(TL) 0.12 6 999
BOLL DO
Rep Stress lncr YES
WB 0.]0
H=(TL) 0.03 11 Na
BCOL 5.0
Code TPI
(Maur)
Min Length 7 LL bell - 360
Weight: 65 (lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3'Except'
TOP CHORD Sheathed
T7 4 X 2 SYP No.2
BOT CHORD . Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP No. 2.
or 10-00-00 on center
WEBS- 4X 2SYP N0.3 ,
bracing.
REACTIONS (Iba/aae) 11-710AJd, 1=71C/0.34
FORCES
TOP CHORD 1-2=74. 2-]=0, 34-1641, 45=-1641, 55=-2166, 6-7=-2166, 7.8=-a641,
8-9=-1641, 9-10=0, 10-11-74
BOTCHORD 11-12=1030, 12-13-2066, 13-14=2066, 1.14=1030
WEBS 1d=1203, 3.14=754, 4-14=159, 5-14= 191, 5-13=126, 6-13=122,
7-13-126, 7-12= 91, 8-12=159. 9-12=754,
9-11-L1203
NOTES
1) Racommertd 276 sbongbada.' onl edge.. spaced M 10 rest on center and fastened to each truss with 3-10d nails. Strbrgbacla to be
attached to lrrells at their atder ands orrestrained by slier means.
LOAD CASES) Standard
Jab Truss Tnlas Type ply ply --
107XXXX 1070J38 FLOOR 1 MMCN 134714
I 11
3%3 3"
II� II
r� 'J
1-104
1.10a
LOADING (par)
TCLL 40.0
SPACING
2-0-0
CSI
DEFL (m) (Ioc) .Vdell
PLATES GRIP
TCOL 10.0
Plates Iiitleaaa
LUMber lrlalese
1.00
'1.00
TC 0.13
BC 0.01
Vwt(LL) 0.00 C 9-
M.(2092) 258216
SCLL 0.0
Rep Stress Ina
YES
WB 0.00
Vut(TL) 0.00 CIA 8g3
Fiari{TL) -0.00 D Na
BCLIL 5.0
Code
TPI
(Matra)
Min Length / LL deft . 240
Weight 11 Re)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 Sxcept•
TOP CHORD Sheathed
B-C 4 X 2 SYP No.2
SOT CHORD 4 X 2 SYP Nat
BOT CHORD Rigid cmUnii din cily applied,
WEBS 4X2SYP No.J
a.t0.00.00 on curter
brawig.
REACTIONS P&WIEs) De81M-8, Ae81,03.8'
FORCES
TOP CHORD A.8=74. B-0O3 C.D-r-74
'
SOT CHORD A-D-0
WEBS A40
,11,utn nN,r
NOTES
1) Reownmend 21B sbwVbaclm, an edge, spaced at 10 feet m caam and fastened to each truss will, nails Stmngbada to lte� � 1F' .•' • �- �-;; •''.- (� ''.
attached to Welb a[ineR MCeIWe OrlpVa4Kd by NLLY meNn. �j ..:��. •. 'i
-.�C\:-
G +•
LOAD CASE(S) Standard
7 r.. _
•lAN 31
�::5 Nlifea.'......
,a`a'Af—
.•`SAP .......,,'�,,
S7FY
ER
48357
r-
A WARNING - V.,ify, d.eipn P4--C.n and READ NOTES ON TMS AND RE VERSE =E SEPORE USE.
0 rya Ib b me o .N ah Mask aanneatorL The deupn If based Only upon ocromel.a Mowm 0" a Id an MNba01 buodbg compon.nl to W
taMtl a d baasd v< rbaM. A6P .OMY OI asap. DOrcmelea a d Proper WcdpO101bn oI compenent a ..l ,zMy o1 buAdbg deapner - n,l lm,.
d bne 81.clog ,noun a bl blmOl,upm, .1 WdNbudl v.b memteu only. Addabn0l lemcwcry OracF 10 IO,Vre'dObURY curng conaWcfbn s the
pOnuOJItV or me a�eclo. Addblowl permanent DrOobg Of the Overt. 10=tu0 is the IM.on,e)MY at the OuOlc .c dedpneC Fw eenetol gubonce
�epording Iap�b014n, avgnY.cannol ,lwag0,'da Wary. wvclb and braclrb, ec,sus OST.aa Dualfly Ve lord. D.. 19 lracab SpsamOellO, arb XIS.91
.Xanwingl dallln..nC,rxVq s.c.mm«bmlonb.0evbr uom na.. dole Wunm.. se�0'onouio our.: hlaatrdn: v.- •10. MITak lnclustdss. Inc.
I.lob I Tnras I Tnua Type Ory pY
L107)0= 1074306 FLOOR 1 1 COMMON P343336
RYLANO MANUFACTURING MIDJyEST 2100 a MITek Industries, Irlc. Thu Jan 13 15:74:00 1994 Paae t
�l
31O
3m
D0
3X3 MCI
1X3
3m
1X3
e
C
0
E F
G
H
I
A N M L K J
Us 3X5 Im 1X3 3XS 3Xa
I)m
s1a10
i ++41+
stab
s+s10
LOADING (PSO
SPACING
2-0-0
C31
DEFL (In) Y—) Well
PLATES GRIP
TOLL 40,0
Plebes Increase
1:D0
TC 0.17
Ven(LL) 0.06 LIM 999
M20(20ga) 25=16
TOOL 10.0
Lumber Increase
1.00
BC 0.42
Vertm) 0.08. L/M 999
BOLL 0.0
Rep Slleas Ina
YES
N/B 0.27
HorA rL) 0.02 J Na
8COL 5.0
Cede
TPI
(MVIA4
Min Length / LL deft = 240
Weight 56 Mie)
LUMBER BRACING
TOP CHORD 4 X 2 SIP No.3 -Except' TOP CHORDSheMled
B-I 4 X 2 SYP No.2 BOT CHORD Rigid cedfag dhectfy applied,
BOT CHORD 4 X 2 SYP Na2 or 1000-00 an center
WEBS 4 X 2 SYP No.3 hvcwlg.
REACTIONS Qbsl4tre) JaWM-38, Aa6271G3-8
FORCES
TOP CHORD A-8 -7Z, BL-0. C-D-1468: 6E•-1468� EF-1684, F-G -1468. G44Q-1468, H4-0. W -72
BOT CHORD iK-e98, KL=16U, L-Ma1684,. MJ40684: A-N-M
WEBS A4?1-1048, ONa664, 044d-181, E-N -250, E-M-5, FL=5, FaKa-250, G-K -181, "=664, H.P1048
NOTES
1) Reconnniend 2s6 sta rgbada, on edge; apnced at 10 feet on cerdr and fastened to coal trim wd%3.10d nails Strargbacks to be
afmcttad to wails at Meer asc ends a netmaed by Wier nleena
,,tlgµl\tn rr••rfr
• F
�ln
211612
t STATE OF 2 e
40
•• G
0"Y/CNAL f X—o `�
0
.' � u Nd�• : it
ri
c •., •�tyv c
I A WARNING - V=r(ft d..fgh Pd,,m~t.ran e d tum tD NOTES ON TH73 Arm REVERSE SWE BE. BEFORE US -
Detgn voed I., he onry wnn maek connectors. Intl a.ugn k baud Ohw coh paramelem Mown. and a for on.InoMaual building component to be �•
Innalled and id0dtW enlcaW. ADOX.bely of oiro n paramelen and pr.", wca,p.latk=1 .1 coin POnenl k iMpambbtY of bulbing aeagner - not Iratt
detgnel. giaclmg Mown k lot bimat tuGadd of YWNtdual web members dnN. A.dabnal femadrarY btacklp to Insure 900my during conmuclbn I[ the
,etpanabGlty at the. erector. Additional permanent bracing of the ovelal dwahrle k the rescons0MV of the building detgnin For gene,., gubance
,p. ding Morlcarion, u.my conlaev... go. delwrY, e,ectbn and orocfq. consul eST.ea Quality standard, OSS-ail gracing fpeoaloatlon. and HD -al MITek Industries, Inc.
Mana,lrg lntalllnp and lrace,p lecammt wan .v.idbw ham Irua pole Mlnuls. SeJ D-OrwOb Drive. M.dkan- W153719,
Job
Truss
Truss Type
ON
Ply
107XXXX
1074308
FLOOR.
1
1
COMMON
RYLAND MANUFACTURING CENTER
2. 100 a MiTek Industnes, Inc.
Tue Mat 15 07:51:12
19 44 Page 1
1bD
111,2 1r0
5X6 210 116
2 4
5 a 7 D 9
111
1 14
1312 11 10
j16 Us
3X5 3X6
/310
i�
6 10
6 10
54F10
Plate O6aeta(LeRTopy 14:15,1.5
LOADING (psf)
SPACING 2-0-0
CSI
DEFL (in) (lac) Udell
PLATES
GRIP
TCLL 40.0
Plated Increase 1,00
TO 0.16
Vert(LL) 0.06 6 999
M20(20ga)
258216
TCDL 10.0
Lumber Increase I=
SO 0.40
Vert([L) 0.07 13/14 999
BOLL 0.0
Rep Stress Inv YES
WB 0.46
H=01) 0.00 10 We
BCOL 5.0
Code TPI
(Matron)
Min Length I LL dell - 360
Weight: 60
(Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR N0.3'EXcept*
TOP CHORD Sheathed
T1:4 X 2'SYP No T2 4 X 2 SYP N0.2
SOT CHORD Rigid ceiling directly applied,
. BOT CHORD 4 X 2 SYP N0.2
or 10470410 an center
WEBS 4 X 2 SYP No.3
tracing.
REACTIONS (lbslsRe) 2-619r0.TA, 10=619NJ-8
FORCES
j
TOP CHORD 1-2-7,.2-3 -1030,.34-.1030. 44p> 1652, 5.6=-1652. 6-7=-1439, 7A=1439, B-9-0; 9-10=-72
SOT CHORD 10-11 665; 11.12=1652, 12-13=1 652.13-14 1475. 1.14=0
f
WEBS 2.14=1148, 3.14 210, 414— 21, 413.207, 5-13=-63, 6-12--19, 6-11=246. 7-11=-174, 8.11.646, 6-10=1032
NOTES
1) Recarnmend 2X6 suprgbacks„on edge, spaced at 10 feet w center and Fastened l0 each Inns with 3-10d nails. Stlmgbacks to be
attached to walls at their Men ends w reabained by other means.
LOAD CASES) Standard
YYY2
M
1V
U
7
o-
22
Joe Tmw-Type
107XXXX 1074764 FLOOR(7Y iply
COMMON
RYLAND MANUFACTURING CENTER 2.100 a MITek Industries. Inc. Tue Mar 15 07:51:39 1994 Page 1
I 141a i 1410�
3T7 3�4 V:r u3 y%5 10 33p W
2 3 4 5 a 7 a 9
m
1 14 13 12 11 10
us3u 06 11xv was us
I 61a
' 12-I1-0 '
61a
f43-e
LOADING (psf)
SPACING 2-0-0
CSI
DEFL (in) (Ix) titled
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.18
Ven(LL) 0.09 12/13 999
M20(209a) 258216
TCDL 10.0
Lumber Increase 1.00
SC 0.51
Vert(T1:) 0.11 12113 999
BCLL 0.0
Rep Stress lry YES
WS 0.31
H02(%) 0.03 10 Na
BCOL 5.0
code TPI
(Matra)
Min Length 7 LL dM - 360
WeighC 59 (lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 -Esept-
TOP CHORD Sheathed
T1 4 X 2 SYP No.2
BOT CHORD Rigid ceiling dinecty applled,
BOT CHORD 4 X 2 SYP.No.2
or 10-0000 on center
WEBS 4 X 2 SYP No.3
bracing.
REACTIONS (lbsrsue) 10-69010J-8, 1-690NJ-0
FORCES
TOP CHORD 1.2=72, 2JW, 3 — 1675, "45-1675: 5.6=-2010, 6-7=4675, 7A=-1675,.8-9=0,
9-10=-72
' BOT CHORD 10-11-1003, 11-12-2010, 12-13a2010, 13-14.2010, 1-1 =1003
WEBS 1.3=-1170, 3-14=783, al4 174, 5.14-J88, 5-13.12, 6-12=12, 6.11-.388,
7.11--174, 8-11=783, 8-10--1170
NOTES
1) Recommend 2X6 strorgbacb; on edge;-soaceo at 10 feet on center and fastened
to each truss with 3-10d naft SVal9backs to be
attached t0 "its at thw we ends or restrained by me meats.
LOAD CASE(S) Standard
Joo
Truss
Trusa.Type
Ciy
Pry
107XXXX
1074765
I FLOOR
1
/
COMMON
RYLAND MANUFACTURING CENTER -
2.100 a MITek Industnes, Inc.
Tue Mar 15 07:51:53 1994 Page 1
I 1-0-0 I
IdO
I" 3X4 1X3 3X0 3X3 1X3 3X4 113
2 3 4 3 6 7 a 9
P
cij 3
1 14 13
12 11 10
3X6 ]XS m:. 1X7 3X3 3X8
632
ea6
I tb11-0
63d
.
LOADING (Psf)
SPACING 2-0-0
CSI
DEFL (0)- (loc) VCM
'PLATES
GRIP
TOLL 40.0
Plata lncmase '1:00
TC 0.18
Veit(L-) 0.0912/13 999
M20(209a)
256/116
TCOL 10.0
Lumber Increase 1.00
BC 0.51
Ven(TL) 0.11 12113. 999
BOLL 0.0
Rep Stress lw - YES
WE 0.31
H=M) 0.03 10 We
BCDL 5.0
Code, TPI
(Matra)
Min Length 7 LL dell = 360
Weight: 58
(81s)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR No.3 'Erupt'
TOP CHORD Sheathed
T1 4 X 2 SYP,No.2
BOTCHORO Rigid ceding d'vecny applied,
BOT CHORD 4 X 2 SYP N0.2
or 10-00-00 on center
WEBS 4 X 2 SYP No.3
Orating.
REACTIONS (ISstsize) 10-690A)-3A; 1=690A)-3-8
FORCES
TOP CHORD 1-2--72, 2.3.0, 3-4=-1575; 4-5=-1675, 5.6=-2010, 6-7=4675, 7.8=4675,
8-9=0, 9-10=-72
BOTCHORD 10-11-1003, 11-12-2010, 12-13-2010,.13.14=2010, 1-14=1003
WEBS 1$-4170, 3.14=783, 414x174; 5-tm-388, 5-13-12, 6-12=12, 6-11=-388,
7-11z174, 8-11=783, 8-10-1170
NOTES
1) Recommend 2X6 strongtlacks. on edge, spaced at 10 feet an center and fastened
to each ausa On 3-10d nails. Strorlgozcka b to e
attached to w411a at their outerends ar restraved by other means.
LOAD CASE(S) Standard
1
�J
�24
Job
Truss
,Truss Type
Cry
Ply
147XXXX
1474764
FLOOR
1
1
POINT. LOAD
RYLAND MANUFACTURING CENTER
2.100 e. MlTek Industries. Inc.
Tue Mar 15 08:17'28 1994 Page 1
tba 1-St1
I-9.4
' 3X3 lib 1X3 3X4
In lit 3i3 SX7
2 3 ♦ 5
a 7 s 9
v
NT
^1
In
111
p
1 14 13
12 11 to
U6 3X5 In
w 5Xt2 3X3
♦fi-a
169-4 12.11-0
4{.6
62.14 2.1-12
.
Pate OBsels(LM,Top): 5:1.5,1.5,11:5.0,3.5, 14:3.5,1.5
LOADING (psf)
SPACING 2-0-0
CSI
09FL (in) (lac) Vdett
PLATES
GRIP
TCLL 40.0
Plates Increase 1.00
TIC 0.93
Ven(LL) 0.2612t13 574
M20(209a)
25MIS
TCDL 10.0
Lumber Increase 1,00
BC 0.81
Ven(TL) 0.32 12113 476
SCLL 0.0
Rep Stress lncr NO
WB 0.77
Horz(TL) 0.03 10 fire
BCOL 5.0
.Code TPI
(Maim)
Min Length ILL call - 360
Weight: 60
Otis)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 -Except-
TOP CHORD Sheathed
TI 4 X 2 SYP No. 1
BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP SS
or 10-00-00 an center
WEBS a X 2 SYP N0.3 -Except-
bracing.
-
W11 4X 2 SYP No.2
REACTIONS (lbsrsize) 10-170210J8, 1=87710J8
FORCES
TOP CHORD 1-2=.-96. 2-3=0; 3-4=-2566, 4-5--2566, "--3329, 6-7=-0329, 78-2947, 8-9-2947, 9-10-1684
BOTCHORD 10-11=0„11.12=3260, 12=13=2566; 13-14=2566, 1.14-1328
WEBS 1-7--1548, 3.14=i4 . 4-14 -507, 5.13=Q76, 5-12=882. 6-12,332, 7-12=81. 7-11=-363, 8-11=-1410, 9-11-3352
NOTES
1) Recommend 26 strongoaaks, on edge. apapd at 10 feet on center and fastened to each buss with 3-10d nails. Strongbacks to be
8daahed to watts at their Ganef ends or restrameo try other means.
2) CAUTION,, Co not erect tens backviards.
.LOAD CASE($)
_
1) Lumber Increase=1.00, Pate Increxen.1.00
Vfiibrtn Loads (Ibs per 8)
t
VM:2-31-103�-100.0, 4-6=-100.0, 58=-100.0, 6-7=400.0,;78=400.0,
8-9=-100.0, 1041=-10.0, 11-12=-10.0,
12-17=-10.0,13 17-t4=-t0.0, 1.14..10.0
I
Corpentrab=d Loads (Its)
\
Vert1n.1200.0
3
0
N
F°-K
Jab
Tntsa
Truss Type
cry
Ply
107)0=
1073848
FLOOR
1
1
COMMON P370014
e I !x noustines, Inc. 1 ue mat eye
1 &a 1.2.8
3X3 3X3 1X3 3X3 IX3 3X3 3X3
B C D E F G H
N
^1
A L K J 1
3X6 3X3 IX3 3X5 3X6
10.73
4+12 &2-12
LOADING (ps()
SPACING 2-0-0 _
CSI
DEFL (in) (loc) Vdell
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.26
Ved(LL) 0.07 J/K 999
M20(20ga) 258216
TCOL 10.0
Lumber Increase 1.00
BC 0.49
Vert(T-) 0.08 J/K 999
BCLL 0.0
Rep SMess Ira YES
WB 0.24
Hom(TL) 0.01 1 Na
BCOL 5.0
Code TPI
(Matra)
Min Length ILL dell - 360
Weight 49 Ms)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3,-Exce TOP CHORD Sheathed
B+14 X 2 SYP N0.2 BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP No.2 Or 104)000 on center
WEBS 4 X 2 SYP N0.3 braiding.
REACTIONS Qbahize). 1=564063-8, A=5640.3-8
FORCES
-TOP CHORD A-B=-75, BG-0, C-0=1304, DBE=-1304, E-F=-1272, F-G=-1272, G+1=0. 1-14=73
BOT CHORD W-794, J-K-1304, K{=1304, A-L=798
WEBS A-C-931. C L=59O, DL=220, E-K=-63, E.1=37, F.1-210, G:F567, G-1 -926
NOTES
1) Reoartsrend 2ue sarc gbacks, an edge, spaced at.10 feet on center and fastened to each truss with 3.10d nails. Stragbadbl to MAR 18 1994
be attached to waft their
at older ends a restrained by other means
LOAD CASES) Standard
\\\I\NIIIg4j
\\\11eL
,,,••••�.`�•�sleee�e.. ,Q lI�' \\µt{\IIII►IIII
W.
* STEPNENW�ei1'• is = s.•'`.QYge(4y,�,
t CABLEA c 5~�N, f9FA
48357
-gyp t O
2•• i E J
SION
AWARNINO. V.,Vu design pdtaavteR and NGAD NOTES ON TBTS AND RLVERSE SIDE BEFORE USE.
Desyn old for we only with Mlfefi Gonn s,,*rs. The design a bawd onry upon paramelsn drown.. fins, is Id an firaNldual bu0dhp campOnen110 De
baaaetl and rouged venba0y. AOOICObkity of design pCrCmeNrs and pope, Inco,00,allon o1 component 4 rnponsbkily OI buOdOq designer -not bun �•
de,pn EIaaV1g mown Y *ialerw (moon OlbbHpual web members dnry_Atltlnbnal le npgary forgoing to fissure stockily dining COnnmCtbn If Ina
repo ,rbW1y OI'lhe elector. Adatbnal permanent brackso al the oveta(dwcture it Ina responsW0lty of the Cutdyp derlgnet. For general griiaonc.
regdcrog laodwllOn. away eOnlro\ snoraga, daMry, eeellon and blOelrso. consu0 OSM18a OunOy standard. OSB-fie Iraelrlp sdeCMltodon, and as, -II MITak Industr)aer Inc.
Mandllrp Im1OIIIM Ond I,dsf p aeCOmmMdava. avObbse "Om truss Pble Ndaute, S 0-0,so410 DMe. Madison. WISPIO,
m
Job
Truss 1 Truss Type
Ofy
PN
127XXXX.
1274765 (FLOOR
1
1
GIRDER
RYLAND MANUFACTURING CENTER
2.100 a MiTek Induslnes, Inc.
Tue Mar 15 0815:51 1994 Page 1
1-a-a I I.1.12 _ 134 ' 1-]-4 1 L1-12 .,
MO 3X4 3X3 3X3 3X3
3x] 3X1 UA llG
2 3 4 3 a
7 a 9 10
a
NTI
il
x3
1
t 14 13
12 11
us 3%6 axe
us us
1 3.2-12 6341
9-a-4 12-114
3-2.12 12-12
1
}2.12 3.2-12
LOADING (psf)
SPACING 2-0-0
C61
DEFL (in) (loc) Ide8
PLATES
GRIP
TOLL 40D
Plates Increase 1.00
TC 0.15
Vr (LL) 0.09 6 999
M20(20ga)
25=16
TCDL 10.0
Lumcer Increase. 1.00
BC 0.49
vwrTL) 0.11 6 999
8CLL 0.0
. Rep Stress Incr YES
WE 0.28
H=(TL) 0.03 11 Na
BCOL 5.0
Cade TPI
(Mahn)
Min Length / LL dell - 360
Weght: 64
(Ibs)
'LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3 'Except- TOP CHORD Sheathed
TI 4 X 2 SYP N0.2 BOT CHORD Rigid Ceiling d'aectfy applied.
BOT CHORD 4 X 2 SYP No.2'
of 10-001-00 on center
WEBS 4 X 2 SYP N6.3
bracng.
REACTIONS obs/size) 11=690A1-0-0-0, /=690N-m
FORCES
TOP.CHORD 1-2=45, 2-3=0; 3-4=-1516. 46-1516. 5-6-2043, 6.7:2043, 7.8-1516, 8.9=1516,
9-10=0, 10-11=-75
BOTCHORD 11-12=993, 12-13=1943:13-lm1943, 1-14-993
WEBS iJ 1161. 3.14.678. 4l1 -'149, 5-14-494, 5-13=126, 6-13=-121, 7-13=126. 7.12=-494, 8-12-149, 9-12=678,
9-11=1161
NOTES
1) Recommend 2x6 akongbacks, on,eage, spaced at 10 feet on center and fastened to. each buss rdh 3.10d nails. Strongbacks to he
attacned to walls at their outer ends a reummed by aMr means.
LOAD CASES) Standard
cK
V
N
L�
Jab
Tnaa TI1m (07 Type
City
Ply
107X)XX
107526t261 FLOOR
1
1
COMMON P343343
RYLAND MANUFACTLIRING MIOWEST 2.100 a MITek Indumes, Inc. Thu Jan 13 15:3621 1994 Pg. 1
tdd l I t-2d I
3J0 3XA 1X3 3%3 DO 3X3 1X3 3X4 Im
B C D E F G H I J
7I DO
NI
1
A O N M L K
3" 3X5 1X0 MO MO 3X8
0.b1g I 14i.12
az-to 7-11-2
l
LOADING (Ps11
SPACING 2-0.0
CSI
DEFL (In) (ao) Well
PLATES GRIP
TOLL 40.0
PMtef"ltttaeese 1.DO
TC 0.33
Vem(LL) 0.15 L/M 999
M20(20ga) 2581216
TCOL 10.0
Lumber Increase, 1.00
BC 0.67
Vat(TL) 0.19 L!M 890
BCLL 0.0
Rep Stun env YES
WB 0.37
Hors(M) 0.03 K his
BCDL 5.0
Cade TPt
(Mal#)
Min Length LL de6 a 240
Weight 65 (Ins)
'LUMBER SPACING
TOP CHORD 4 X 2 SYP No.3 £meet• TOP CHORD Sheathed
BJ 4 X 2 SYP No.2 BOTCHORD Rigid ceding diem* appfied,
EDT, CHORD 4 X 2 SYP Nat or 1040-00 an center
WEBS 4X2SYPNa3 N-ing.
REACTIONS obtuse) Ka757q-3-8, A-757f0.9.8
FORCES
TOP CHORD ABo-71,.B--O; 00 -1887, D-E=-1887, EF-2407, FG> 2407, G-He 1902, H-1=1902, 1.I=0, J-K-71
SOT CHORD KL-1120, L-Mw=17, MNY2407, WO2407, Aft I15
WEBS A-C-1300, CZ-Wl, 0-0 -148, E-0-601, E4,1=64, F-Mci3, GMs8/, GL=407, HL=159, IL=912, 1-K=-1306
1Ir�rrrrrri
NOTE! ,�'itspV
;1) Racammald 24 strcng6adq on edge, .paced at 10 feet an carter and festered to cam trues with 3-10d rails. Stra gbacfm to De '�'� ...... �r:= •. '..
•'••,
adaaMd to wails at their outer ends or reavained by other meena '��� ••'• 1 S i C c9
��CO'•.
LOAD t.J13Ep) Standard':� _
Eu�i2 _
''•;
itONA1.."0'rz
eesle3!3'e4
ti
•,,U,eON A%-
L ,<
41VARNING - VeAf, design parameters and RLAD NOTt3 ON THIS AND RLVLRSL SIDS BVORL EMC.
Jetgn b1O ro' a onN nn Wet con ecton. the align a ba{ea onnt uCan Oatomeren mown and h lot an NaNbV01 burlt:109 Component to be �•
n{rarllC a o goals yt rICOM. A..ft.mml of Oetgn ppramGleri ana p 00<I IIKo,00tolbn ., aont n., n,etbanvowly al OV1bNo Oa{gnet . not rrVa
aetgne a aC g mown n 1pl'gler0l t 000 r of maNbVol wen memoe 4 .,,N. Aaalibnal Iempoml, blaCmQ la Inture gap i ty aV,mp aana tlCnan a me
l Y.QOAVO Iy of ,ne efeClOtAccilbnal ce cn.W brocmg of In. ovarae vnt.l. t a me-.lexottlZM mot Ine OubVq Cetgnlr Fat 7,nelar gugcnCe
.: Ianq lcprcaron. caainv con na, tram Vie. cerwerv, e,ecmn ana pracrg. con.ae asT.ae ouamy standard, ger. EG ,,acing sae 1!ccnon, no kfr.ol MiTek.IndYateles, Inc.
•ananna lmiaOma ana imc Vw vcammenaminn bvn,Mmnw rrotn'irua Fble inalrwe 583 a- on.,,. oirve, 'Joaign, Ni `])10.
TNn Thin Type
Cry
ply
107)0= I1075262 FLOOR
1
1
COMMON P34334
RYIAND MANUFACNRINGMID.NEST 2.100 a MRek Industries, Inc. Thu Jan 13 15:36:40 1994 Page 1
� t4so i tF
90 SX6 1X] ]X7 1X] ]X] 1X] 3X4 1)0
j
B C D E F a H I J
Wo
1X3
(V1
A O N M L K
mm 3" iX3 3)0 3K5 VA
6 10 1L112
_
6 10 7. 2
LOADING (psQ
SPACING 2-0-0
C31
DEFL pn) (bc) Vdef
PLATES GRIP
TCLL 40.0
PNtnlnaeaae too
TC 0.29
Ven(LL) 0.14 UI4 999
M20(20ga) 25=16
TCCL 10.0
Llanber increase 1.00
BC 0.66
Vert(IL) 0.18 UM 923
BOLL 0.0
Rep SCena Ina YES
WB 0.36
HOG(1L) 0.01 K Na
.BCOL 5.0
Code TPI
(Metrm
.Min Length 7 LL dell- 240
Weight: 68(IDs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3 -Except- TOP CHORD Sheathed
BJ 4 X 2 SYP NmZ T2 4 X 2 SYP NM2 BOT CHORD Rigid ceifrV dlleclty applied,
BUT CHORD 4 X 2 SYP NO.2 or 10-00-00 on center
WEBS 4 X 2 SYP 1,103 bracing
REACTIONS pbahim) �749143-8, K=749r43-8
FORCES
TOP CHORD M8s667, B-O-Z C1A-1923, D£-L71921, E-F-2357, F-43.-2357, G+0-.1876, 1-14 -1876, W=O, J K-71
BOTCHORD K-L-1107, L-M-2297, MN+2357, KO.2357, A-0-1232
WEBS A-0 -1393, C-0-797, D0-102, E-o-52% EN=64, F-M--69,.G-M.70, G-LV92, H1>160, 11=897, LK-1291
NOTES .`` �O�• •• ....ti
1) Rerortunad 2s6 strorgbxks, on edge, apaceE at 10 Met On center and fastened to each bils un Mich 3.10d naStpngEnclra to De ;� 5'� • Ct S 1 f•. �9 '•�
allnchd to weft at then Outer ends a restrained by Other Insets. r�' FC •:
M1g.
LOAD CASES) StuWwd _ 20012
A •. STATE OF
,
VDI
AN,
S �•
-'•yrS/O1VAose E0a1.�`�
�isl
Aesaee:eatu4rrrr
•eJ •'�.r„3
'
I,n .•• V I V h mow„ �,(�•��\
AWARbfVfG - V.rW ds.ign paaam.l.<e and READ NOTES ONTIDS AND REMRSE SIDE SEPORE USE.
Oedgn v." b, v[a Only wih'Mask COnneelcn. This ded'Jn Y Wa[ed ONy upon parpmelen dwrn. and k IW On IdNlducl buaOkq c—
bdDocent 10 W �•
F[IaMd an0 d.d y.IMCW. APOkeOONY, 01 detlpn ppramdlsn end pope[ OcOrpgM nlpon. alko1 canl Y 1etbOnalpaly of bu9Cing dzi. col eW
duling Y ice
detlgnel, alOCMd tndvn Y 1W 41aa Npmd. Ot'YWNiO a wet members on. AddnloMl lempaary bracng 10 nwr. nODYlty condmcrbn
re[cpp Vffy. Cl the .leebr. AddakHwl pMmanenl WOcng on IM overal dNelura is I" r.spOnOOARY O1 th. b.WM de[dner. For general Oubonce
regWONg IOErloc'b . CuonY ddnlla dda00. ds, wN. aectbn OM Woj; p cenN4 OSTAe Oualey aloMOM. Dae-89 111dem0 apecalc.11... 0nd HIS-91 MITek Industries, Inc.
HOMIIM INI.WMend er0ekhg t.00mmooNdW rt Ov*Wbl. 11p f1uu<5O11<nikuls, 361 O'Ononb OIM, MOOY-W103710,
'JDb Tnrsa Tlusa Typo aY
107XXXX 1075658 FLOOR 7 7 COMMON
P743346
RYLANO MANUFACTURING MIDNEST - 2.100 a MITek Irlduamea, Ina. Thu Jan 13 15:37:30 1994 Paga 1
3X3 US 7X3 3)0 MO 1X3 3X3 1X3 us 1X3
8 C 0 E F G H I J K
TI 1X3
Nj
A O P C N M L
us 3Xa 1)o 7X3 W05 3X8 3X6
ls1-u
I&U12
Flags OBsets(Le6,Top): M25,1.51D:3.5,1.5
LOADING (psq
TCLL 40.0
SPACING 2-0-0
CSI -
DEFL (m) (lad) Well
PLATES GRIP
TCOL 10.0
.Plates increase 1.00
Lumber increase 1.00
TIC 0.31
BC 0.78
Ven(LL) 0.17 NN0 999
Valt(TL) 0.20 NIO 868
M20(20ga) 258216
BCLL 0.0
Rep Stresa Incr YES
WB 0.41
Hors(TL) 0.D4 L Na
BCDL 5.0
Code TPI
(Mabbr)
Min Length / LL dell - 240
Weight 71 Obs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3 £cxpt• TOP CHORD Sheathed
B4(4X2SYPNM2. BOT CHORD Rigid calling Gnectlol, applied.
130T CHORD 4 x 2 SYP Nat
ar 10-00.00 an center
WEBS 4 X 2 SYP Na3 bra=K�
REACTIONS Oba/dta) L-812M3d, A-m*- 8
FORCES
STOP CHORD A 8- 72, S-C--O. GO -2074, D-E:2074, E-F -2664, F-0=-2847, GJP2847, H-1=2082, t.Y -2082, J-K=O. K1=72
BOTCHOWEBS RD
lw,r(.'rrr4A.
A-C-1407 G0-02, DO-1 B, E-Q=4N1. E�tOiI,.F-Coom-98, F4&212, G-N--207, H-Yn80. FFM--613, I-M-171, ,``LN
A'
J-Ma1020, J-L--1408 rLQ
. S TE
c. �i
NOTES : �F,F,
1) Retxnlmend 26 swnabarI W edge, spend at 10 feet en ceMw and feat ned to each tnm with 3.1 od r als St X gtXsda m bC No.
attached to wells at their oixteranda ar re>treined by ualer aaa,ng. — 2M z —
LOAD CA3E(S)Sranciard ., ST.s7E OF
a
,,''�,
ENG,,•`�•
/ONAL
1lp901J]IJIIr
to • ....e.
S.
,,�,•
o JSTr .Etl yy,'; x
J�
AWARMNO - V.r(Jyd•-19n palaal.t.r- and READ NOTES ON THIS AND REVERSE SIDE 11 "ORE USE.
Detgn .w a, .. Ono, wnh Wet connectwf. Thb deYpn h bdf Only upon aatamelMf Nown, and h lol an YfaNgVal bab]Yq Component to all
m .woea and geoed v abaM/ AODMCabaly of dafgn palamabn and made, Inccocatwbn of Compananl h Iei lobley of bNbbp aeignel . MI Iluu
dofoanl B aelnp tro.wn h Ia, W...11tiodan of FONbual web m.mae 1 Only. Add"bnal IemOmary bleehp to Imul. daamty dulup .onnmdtbn h th.
efpan.O"hy af,yth. elector. AO011bnol delmon.nl bmcbp el In. o elat M.cf... h in. .lelddm oo,,, of th. Wl"dbp d.tgner Fo, pone,., p.,canc.
�epdtdi p rauncwlam a any C,mlld. rotape. mtverv, .rectbn and b dclna, coma" QST-air ooamy 5landprd. Dsr-air tmcmp 5pecmaotw, and HD-Jl MITak Industries, Inc.
Hanalmp l Iallhp and B Inp Y.camm.,Wallan ava14b411om 4NRN 1 ate lnlule, SBJ D'Onchb D,Ne. Madhq oWl 53719. 1
Job Truss Truss Type Oty pfy
107XXXX 1074052 'FLOOR. 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 s MiTek Inoustnes, Inc. Tue Mar 15 0A1Ao, lane c...� ,
t-d-0
11b12
=1 =1
1X3
3X3
tX]
3A IXa
2 3
4
s
e
7 a
P
N
^I
IX3
1
2
10
9
us
3X3
tX1
=i
3X6
17.14 6514
LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) gdee PLATES GRIP
TCLL 40.0 Plateslbcrease 1'00 TC 0.39 Vert(LL) 0.0910H1 999 M20(20ga) 258216
TCCL 10.0 Lumber Increase 1.00 BC 0.57 Ven(TL) 0.17 10/11 999
BCLL 0.0 Rep Stress Incr YES WS 0.27 Hort(IL) 0.02 9 Na
BCOL 5.0 Code TPI (Matra) Min Length / LL dell = 360 Weight 50 (Ibe)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3 Swept- TOP CHORD Sheathed
T7 4 X 2 SYP No.2 BOT CHORO Rigid ceiling oirecty applied,
BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 on center
WEBS 4 X 2 SYP No.3 bracing,
REACTIONS (Itnutze) 9-5921036, 1-592/0-3-8
FORCES
TOP CHORD 1-2>79, 2-3=0, 3<=-1430, 45=-1430, 5-6>1371, 6-7=1371, 76=0. 8-9=-73
BOTCHORO 9-10=842, 10.11=1430, 11.12-1430, 1-12=845
WEBS 13-985. 3-12.682, 4-12=365, 5-11=-65, 5-10=69. 6-10-216, 7.10=616, 7-9=-982
NOTES
1) Recommend 2X5 strongoacke, on edge, spaced at 10 feet on center and Fastened to each tuna with }too rails. Stmngoacks to be
attached to walls at theeouter ends or restrains by wher means.
LOAD CASE(S) Standard
Job
Truss Truss Type
Oty
Ply
107XXXX
1074053 FLOOR
t
1
COMMON
RYLAND MANUFACTURING CENTER
2. 100 s MiTek Induslnes, Inc, Tue Mar 15 OBt39:13 1994 Page 1
bad � t412
5xs m U3
lx3 IX3 3x3 1x3
U3
2 3 4
5 a 7 a
a3x3
Nj
^1
1X]
1
1
1 13 12
11 10 9
310' ]Xs 1X]
1X3
410.4
11-1-12 r
410d
6Jd
Plate Offsets (Leff,Top): 13:3.5.1:5
LOADING (psf)
SPACING 20-0
CSI
OEFL (in) (roc) 0deff
PLATES GRIP
TCLL 40.0
Plata Increase 1.00
TC 0.25
Ven(LL) 0.07 10111 999
M20(20ga) 2581216
'
TCDL 10.0
Lumber Increase 1.00
BC 0.49'
Vem(TL) 0.08 10/11 999
BCLL 0.0
Rep Stress I= YES
WE 0.42
HM(TL) 0.01 4 we
SCOL 5.0
CodeTPI
(Mafia)
Min Length / LL dell = 360
Weight: 55 (lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 *Except'
TOP CHORD Sheathed
Tt 4 X 2 SYP N0.2, T2'4 X 2 SYP No.2
BOT CHORD Rigid carting directly applied,
BOT CHORD 4 X 2 SYP N0.2
or 1G-00-00 on oerlter
WEBS .4 X 2 SYP No.3
bracing-
- O
REACTIONS (lba/size) 2=587rOJ-8,..9=587/0JA
2
z
FORCES
TOP CHORD 1-2=13, 2.3=-951, 3.4=-951, 45=-1429, 53=-1346, 67=-1346, 7-8=0, 8-9=-73
'BOTCHORD 9-10-832,.10-11=1429, 1T-12-1429, 12-13-1429, 1-13=0
p�
WEBS 2.13=1059, 343=-194, 4113=554, a12=78, 5-11=52, 5-10s96, 6-10=-204, 7-10=599, 7-9=971
NOTES
1) RecOmmenb 2x6 strongbacla, on edge, spaced at 10 feet on center and fastened to each tniss with 3-10d nails. StrwVWckS to be
attached to walla at their outer ends or restrained by other means.
s(
LOAD CASE(S)
Standard
3
N
h
Job
147XXXX
Tmss Twss.Type
1474053 FLOOR
pry Ply
1 1
POINT LOAD
RYLAND MANUFACTURING CENTER
2.100 a M?ek Industnn, Inc Tue Mar 15 08:44:$ 1994 Page 1
,i
l . I
nn
t4 I Hs5..qq ,
14 12
5xa 3x7
Im 3lG
lx3
1x3
3x4 1xJ
2 l
4 5
a
7
a 9
IN
N
%3
o
z ,
1 15
14 13
12
„
10
3x9 =1
3x5 1x3
1x3
]%5
us
IJ 111p4
LOADING (psf)
SPACING 24-0
C31
DEFL (in) (IoO Well
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.23
Vert(LL) 0.0811/12 999
M20(20ga) 258/216
TCDL 10.0
Lumber Increase 1.00
BC 0.53
Ved(TL) 0.0911/12 999
BOLL 0.0
Rep Stress lrltt NO
WB 0.36
H=(TL) 0.02 10 Na
BCOL 5.0
Cabe. TPI
(Matra)
Min Length / LL dell - 360
Weight: 56 pbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3 •Except• TOP CHORD Sheathed
T1 4 X 2 SYP. N0.2 BOT CHORD Rigid ceiling cilreUry applied,
BOT CHORD 4 X 2 SYP N0.2. or 10-00-00 on center
WEBS 4 X 2 SYP No.3 bracing,
REACTIONS (lbsh¢e) 10=86410aA, 1-122110JA
FORCES
TOP CHORD 1-2=-36, 2.3=0, 3---1742, 45=-1742, 56=-1859, 6-7--1594, 76=-1594, 8-9=0, 9.10=.72
I. BOTCHORD 10-Y1=961„11.12-1859, 12-13=1859, 13-14=1859, 14-15-1223, 1-15=1223
WEBS 1-3-1698. 3-15=14. 3-14=594. 414=66, 5.14=-259, 5.13=67, 6-12=-14, 6-11=-306,.7-11=-183, 8-11=738.
8-10=-1121
NOTES
J
1) Recommend 2x6 strongbaclo; on edge. spaced at 10 feel on center and fastened to each tnJi wiU13-10d nails. Strorlgbacics to be
ato wads their aaer.ends a restrained W doer mearq.
2) CAAUTIOUMO N, Do nd.erect ttuas backwaroa.
LOAD CASE(S)
)
1) Lumber Irlueese=1:00, Plate Incraesa=1.00
A)
UMam Leads (Ibs per 6)
(
Vert2-3-100.0,.3�100.0, 45=-100.0, 56=-100.0, 6-7s100.0, 7-8-100.0, 8-9=-100.0, 9-10-100.0, 10-11==-10.0,
11.12=.10.0, 1243•-10.0. 13-14 10.0, 1415=-10.0, 1-15-10.0
Concentrated Loads (Ttis)
Ven:3-.700.0
N
I
Job TNss TNss.Type Cry Pty
107XXXX 1073481 FLOOR 1 1 COMMON
_
Iba a5-0
1.74
Sal
] 31T
=1
1x3
3X3 1XI
2
3 4
5
a
7 a
v
N
�I
1x3
1
1
12
11
10
9
3xa:
==1
1x3
=5
us
9bd
LOADING (pSQ SPACING 2-04 CSI DEFL (in) (loc) Bdetl PLATES GRIP
'TCLL 40.0 Plates`Increase 1.00 'TC 0.58 Vert(LL) 0.0910/11 999 M20(20ga) 258216
TCOL 10.0 Lumber. Increase 1.00 BC 0.35 vert(TL) 0.1010111 999
BCLL 0.0 Rep Stress 1=, YES WE 0.27 H=(TL) 0.01 9 Na
BCOL 5.0 Code TPI (Mato) Min Length / LL OM - 360 Weight: 45 (lbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3 'Except• TOP CHORD Sheathed
T1 4 X 2 SYP N0.2 BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP No.2 or 10-00-00 en center
WEBS 4 X 2 SYP No.3 bracing.
REACTIONS oft/sae) 9=51310J$, 1=51310-3-8
FORCES
TOP.CHORD 1-2=48, 2J=0, 3�-990, 45:990, 5.6-1118, 6-7=a118, 7-8=0, 8.9-74
BOTCHORD 9.10-711, 10.11-M, 11-12=990, 142=736
WEBS 1J=A63, 3-12=586, 4-12=-409, 5.11z1D2, 5.10-148, 6-10=240, 7.10=474, 7-9=-S29
NOTES
1) Recdmmend 2x6 stlongbacla, on edge, spaced at.10 het on center and fastened to each t1115 with 3-10d nails. Stmngbacb to be
attached to walls at ales wo ends or nestmined by aher means.
LOAD CASES) Standard
4
Jco Truss Truss Type Oty 'Ply
107XXXX 10725t7 FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 a MITek Incustnes. Inc. Tue Mar 15 Oa Ag in tgge .- .
1Sa
t3-0
,
519
IX3
1>v
]Jt3
IXi
2
3
4
3
a
a
N
^1
1X]
I
11
1
9
a
7
3k6
7-Sd
LOADING(psf)
TOLL 40.0
TOOL 10.0
SCLL 0.0
BCOL 5.0
SPACING 2-0-0
Plates Increase 1.00
Lurnber Increase 1.00
Rep Stress Ina. YES
Code TPI
CSI
TO 0.29
BC 0.24
WB 0.27
(Matron)
DEFL (in) (loc) roan
Ven(LL) 0.03 718 999
Ven(TL) 0.05 718 999
Horn TL) 0.D0 7 Na
Min Length / LL den = 360
PLATES GRIP
M20(20ga) 258/216
Weight: 36 (Ids)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR No.3 -Except'
TOP CHORD Sheathed
Ti 4 X 2 SYP No.2
BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYR No.2
or 10-00-00 on center
WEBS 4 X 2 SYP No.3
bracing.
REACTIONS pt13/s re) '7-380M.36, 1-380/0-3-8
FORCES
TOP CHORD 1.2=380, 2.3=396, 3�-596, 4-5=.596, 5.6.0, 6-7.66
BOT CHORD 7-8"92, 8.9-596, 1-9=0
WEBS 2.9-670. 3-9=-256, 4-8-62, 56=122. 5-7--573
NOTES
1) Recommend 2k6 strpngoacb,,on edge, spaced at 10 feet on center and fastened to each truss with 3.10d nails. Stforgbacks to oe
attached to walls at their outerarras or restrained by chef means.
LOAD CASEIS) Standard
1
@I
V
Ci
00
M
Job Trues T u Type aty P1r
127XXXX 1270834 FLOOR 1 1 GIRDER
RYLAND MANVFAITJRING.MIDWEST 2,100 a MlTett lhduaatm, Inc. T— Jan 25 125432
0't" tbd
3)0 3)O 3X3
B C 0
FMq
Nl
QQ
A E
3Xa 3Xa
• 11-0
sw
LOADING (pst) SPACING 2-00 CSI DEFL on) (Icc) Well PLATES GRIP
TCLL 40.0 Plates Irwreeee 1.00 TO 0.29 Ven(LL) 0.00 C 999 M20(20ga) 256218
TCDL 10.0 Ltrmber.irtaesae 1.00 BC 0.18 Veft(TL) 0.01 EIA 999
BOLL 0.0 Rep Stress Incr NO WB 0.17 HOG(TL) 0.00 E Na
BCOL 5.0 Code. TPI (Mauro Min Length I U. dell a 240 Weight 17 Qbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3-Ela:ept• TOP CHORD. Sheathed
B-0 4 X 2 SYP Nn2. BOT CHORD Rigid ceiling duecty applied.
BOT CHORD 4 X 2 SYR N0.2 a 10-00-00 on xmer
WEBS 4 X 2 SYP No.3 pracirg,
REACTIONS Qbehlze) Ee488A3.8, A-655M3.8
FORCES
TOP CHORD A-IN-43, B-¢O, C-D=O, DE=-148 1ltt It l t r l r r rrrr
80 BCNORD A-C*4N, GE•-W2 .�••p��N W' CA4 r'r.,
NOTES - J �~ �V t aF •. F,9
tj Recommend z ft dfarhpb Aw on edge abated d 10 red on artier and hnerted to each Wes Mitt 3.70d nails Stfatgbaclla to Oe �• -� r-,._
`C t
attached AurnO IbDo neat their truss
back ar reartuied by dltef rttearra 21'�) 2
2) CAUTION, Do not sect huts aedareba -
• SITE Gf e
LOAD CASE(S)
1) Lumber increase 1.00, Plate IrtcYeaae=1.00 ?, •'•/.1iL (t:.\ P ; �' 4�
Undcrm Loads Me per 0) , F�. •�........ ����
Vert:B-0-200.0, C4),-2DO.0, A-E-10.0 • s , O .9�
. Cortce Vert:0L557d4l
a OQoa) as%"kts S'�afNF,�..r Ny�•`�.j
OF py7.,e 1�
i
°�STEPHEH l4.•°; x
Al
JAN311994
P347456
A IVARMNG - VerVY deelgn parameter and READ NOTES ON THIS AND RE 12R.52 SIDE BEFORE USE. _�,•
Dray spa for uta onp'rtn Maek ...hWL Ina defy. Is bated only upon adameten moon; aha h to, an mdhAd.1 b.110" comDOnenl to W �
nata•ed and boded e111iaM. AW11cabalY of dsaoh palameten and pr.o Incdpolatbn or component k,esaonsaNay of bulglnp dealOner flora
a_etbne Blacmp mo Y'Id btelal NDcall ob YtdNbual Wab mamba. only. Addnbncl tempot.W broclnp to Insure Mot,Wy ddmp conslmctbn k the
toonu ,, of tee'e ecid: Aad"b , pmmanent blming of the .=cs tboctun, k IM ItlrNnalbalY Ot 1h• buaamp detynm. For genelol aubance
paldmp IDbOC.hah,. al olhry canto, dorape, oeM ,, meatbn and otacm, cd,Wn Gst.aa Cu6GV ftanoald. Ose-a9 emeeb 51t•etllcalbn, a,W Nu.91 MITak IndusW , Ina.
Narbtna tutdWq and s,xYq e•com erlaalbk-avpllobM fldn hua Ibte Ilnlpute. Sea D'Ononio DIM. Modkon. WI53710.
Jab
Truss
Truss Type
I oty
Ply
147XXXX
1474461
FLOOR
I1
1
POINT LOAD
RYLAND MANUFACTURING CENTER
2.100 s MITek Industnes. Inc.
Tue Mar 15 08:54:12 1994 Page 1
Las 1-6.4 �.
5Xa 2X5 U3
1X] =1 =1 4X6 i11
]D
2 ] 4
S s I s 9
?iX]
(V
llD
1 14 13
12 11 10
]X1 ]Xa 1lLi
3%] 4Xr ]Xe
9 12
, 12.1-12 --�
9J-12
2.9.4
Plate Offsets (Le(LTop):-11:3.0,2.5, 14:4.5,1.5
LOADING (psi)
SPACING 2-070
CSI
DEFL. (in) (Ix) VdeB
PLATES
GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.88
Ved(LL) 0.11 11/12 999
M20(20ga)
258216
TCOL 10.0
Lumber Irinease 1.00
BC 0.95
Vert(TL) 0.2611/12 530
BOLL 0.0
Rep Stress lrxr -NO
WB 0.58
Ho2(TL) 0.02 10 n/a
BCOL 5.0
Code TPI
(Matra)
Min Length / LL deft - 360
Weight: fit
(lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 'Except'
TOP CHORD Sheathed
T7 4 X 2 SYP No.2, T2 4 X 2 SYP No.2
BOT CHORD Rigid ce IM b4eclly applied,
BOT CHORD 4 X 2 SYR No.1
or 10-00-00 on center
WEBS 4X2SYP N0.3
brag.
REACTIONS (lbsls¢e) 2=79=41-8, 10-115810-3A
Q
FORCES
TOP CHORD 1.2=24, 2-3=1308, 34--,1307, 4, = 2362, 5.6=2362, 6-7=2544, 74 =-25", 8.9=0, 9.10=76
BOT CHORO 10-11-1822. 11-12-2717, 12-13=2362, 13.14=2362, 1.14=0
C
WEBS 2-14=1458,3-14 107, 4-14 1220,4-13-218,5-12-84,6-12=-414,6.11=-200,7-11=_766,
8-11=1185, 8.10=-2133
.
NOTES
1) Recommend 2xfi stmrlgbacks; on edge,spaced at 10 feet on center and fastened to each buss with3.10d naiia. Sbalgbacks to be
attached to walls at their war ends a ,eI tmineu by other means.
1V
2) CAUTION. 00 not erect tons babliwa(ds.
1.4
LOAD CASE(S)
1) Lumber Increase=1.00, Plate Incmase=1'.00
Uniform Loads (lbs per 8)
N
Ven:2.3=-100.0. 3.4=-100.0, 4-5=-100.0.5E=-100.0, 6-7--100.0, 7E..100.0, 8.9=-100.0, 9.10-100.0. 10.11=-10.0.
i
11.12=-i0.0,A2.A=-10.0, 13.14=-10.0, 1.14=.10.0
Concentrated Loads (lbs)
1
Ven:7=.700.0
N
t
N
FZ r`
Job Truss 'Truss Type O„/ ply
107XXJ(X 1070640 FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER. 2. 100 s MITek Inousmes. Inc. Tue Mar 15 06:56:13 1994 Page I
1 2.n.4 —y
ud n
2 3
v
V IX3
'1T1
1
4
w 3Xa
2.7.4
2.74
LOADING (psi) SPACING 2-0-0 CSI DEFL (0) (loc) Well PLATES GRIP
TCLL 40.0 PMles fncrease 1.00 TO 0,01 Ven(LL) 0.00 ] 999 M20(209a) 258216
TCOL 10.0 Lumbef increase 1.00 BC 0.03 VW(TL) 0.00 N7 999
BOLL 0.0 Rep Suess Ina YES WB 0.61 Hora(fL) 0.00 4 Na
BCDL 5.0 Code TPI (Mad=) Min Length / LL, 360 Weight: 14 (Ids)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3-Elcept• TOP CHORD Sheathed
T1 4 X 2 SYP Nc.2 BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP Nat of 10-00-00 on center
WEBS 4 X 2 SYP No.3
REACTIONS (Ibs/siie) 4-12310Jd, 1-123A•3-8
FORCES
TOP CHORD 1.2-111, 2.3=0. 3�0
SOT CHORD 1-0=0�
WEBS 2�46
NOTES
1) Reco nmend 236 strongbacks, on edge. spaced at 10 feet on center and fastened to each tSM v ilh 3-10d nails. StnngbackS to be
attached to waifs at thew outer ends ofrest2ined by other means,
LOAD CASE(S) Standard
i
r
N
G
�(i
Job
Truss
Truss Type CityPN
147XXXX
147600=
'FLOOR 1
1 POINT LOAD
RYLAND MANUFACTURING CENTER 2.100 5 MITek Industnes.Inc. Tue Mar 15 08:58:51"1994 Paged -
0,11-8
an 2"5X5 7XJ In >U In MCI 3%J 4" In
z 3 4 5 6 7 a 9 10 11 12
?Tn
Ni TI
X]
1
1 19 is 17 16 is 14 U
31L1' SX12 OXS ]X] In ]XS 4X9 3ra
2-10.4 adid4 12-114 4160
2-10J 4-1-10 5.11-10 Ma
Plate Offsets (Lek Top): 4:2.0,3.0, 14:4.0,2.5, 18:3.0,1.5, 19:7.0,3.5
LOADING (psf)
SPACING 210-0
CSI
DEFL (in) (foe) BdeB
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.64
Vert(LL) 0.20'15118 928
M20(209a) 25=18
TCDL 10.0
Lumber Increase 1.00
BC 0.72
VM(TL) 0.39 15118 481
BOLL 0.0
Rep Stress lncr NO
WB 0.76
Horz(TL) 0.00 13 Na
BCDL 5.0
'Code TPI
(Matnr)
Min Length /LL dell =360
Weight: 81(Ibs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3 -Except- TOP CHORD Sheathed
T7' 4 X 2 SYP No.2, T2 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP SS or 104) -00 on center
WEBS 4 X 2 SYP No.3'Except• bracing,
-
W14X2SYP N0.2
REACTIONS (lbs(s¢e) 2-1567N-3.8, 13-1540A-3-8
FORCES
TOP CHORD 1-2=14, 2-3>-2945, 3-0=-2951, 45=3548, 58=-08(l9, 6-7=-4809, 7.8=-4853, 8A=-4853, 9.10=-3718, 10-11=J718,
11.12=0, 12-13=-78
BOT CHORD 13-14-2384, 14-15=4452, 15.16.4809, 16-17.4809, 17.18.4276, 18.19-3545, 1.19-0
O
WEBS 2.19-3286, 3-196-296; 4-19=-1292, 4-18"26, 5-18--84q 5-17=622, 6-17=-218. 7-16a.83, 7.15=51, 8-15-210,
9:15.468, 9.14mZ48, 10-14=-030, 11-14=1852, 11-13 -2789
NOTES
1) Recommend 2k6 strangoacb, on edge, spaced at 10 feet on center and fastened to each truss with 3-10d naiis. Stmngbacks to be
attached to walls at their outer ergs or restrained by other means.
2) CAUTION. Do oat erect corns pack ,ards.
LOAD CASES)
1) Lumber lncmase=1.00, Plate Irkrease=1.00
11V-
Uniform Loads (Ibs per it)
Ven:2-3=-100.0,' 3d 100.0, 4-5=-100.0. 58=100.0, 6.7=-100.0, 78-100.0. 8.9-100.0. 9-10=-100.0, 10-11 --100. 0,
' fy
11-12=•100.0, 12.13=.100.0, 1344=10.0, 14.15=40.0, 15-16-10.0, 16-17--10.0, 17-18--10.0, 18-19=-10.0, 1.19-10.0
Concentrated Loads (Ibs)
�h
Ven:4-.700.0, 10=-700.0
O
O
_J
zq