HomeMy WebLinkAbout0006.95 Truss PlansJob
Truss Tens Type
Oly
ply
101XXXX
1074917 FLOOR
1
1
COMMON
RYLAND MANUFACTURING CENTER
2.100 a MiTek Industries, Inc. Tue Mar 15 07:49.091994 Page 1
1b8
py0
�
=(t%Y J//
��a4
1w 3 1v
2
3 a
0 a 1
a 9 10
1 15 la 13 12 11
3m ]1ta ]LS ]Xa
S."
7fi
LOADING (psi)
SPACING 2-0-0.
CSI
DEFL (in) (Ix) Udell
PLATES GRIP
TOLL 40.0
Plates lnc a 1.00
TO 0.21
VW(LL) 0.10 12113 999
M20(20ga) 25W16
TOOL 10.0
Lumber Increase 1.00
BC 0.56
Vert(TL) 0.1312113 999
BOLL 0.0
Rep Stress lncr YES
WB 0.33
HOG(TL) 0.03 11 Na
.: BCOL 5.0
Code Tpl
(Matra)
Min Length / U. dM = 360
Weight 62 Obs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR N0.3 -E=pt-
TOP CHORD Sheathed
T7 4 X 2 SYR No.2
BOT CHORD Rigid ceiling clirectly applied,
BOT CHORD 4 X 2 SYR No.2
or 1 D-00-M on center
WEBS 4 X 2 SYR N0.3
bracing. _
REACTIONS (lbs/siie) 11-710/0-3-8, 1=710A-3-8
FORCES
TOP CHORD 1.2.42, 2-3=0, 3-4=-1740. 4-5=-1740, 5.6=Q131, 6-7=-2131. 7-8-1744, 8-9-1744, 9-10=0, 10-11=-72
BOTCHORD 11.12=1040. 12-13=2104, 13-14=2131, 14.15=2131, 1-15.1037
WEBS 1-3 -1210. 3-15=819. 4-15--167, 5-15=<52, 5-14=34, 6-13=-24, 7-13-32, 7-12-119; 8-12-164, 9.12=821,
9-11-1213
NOTES
1) Recommend 2aS strungbacks, on edge, spaced at 10 feet on center and fastened to each boas l dh 3-10d roils. Slronglb c s to be
attached to walls at Nair outer ends or restrained by other meads.
LOAD CASE(S) StaManl
Job Truss Truss Type Cry ply.
107XXXX 1074051 FLOOR 1 1 �CCMMON
RYLAND MANUFACTURING CENTER 2.100 a M1Tek industnes, Inc. Thu Mar 17 07w6:]9 1994 Page t
t-ea 1ba 1-6.12 1-bd .I 1- I 1-"
3X3 3X3 IX3. 3X 1X3 3X3 3X3
2 3 4 5 6 7 a
v
TI
f Wp II 5 6 wl
12 It 10 9
3X6 3X3 1X3 3X5 us
a-7-14
6514
LOADING (psq
SPACING 2-0-0
OSI
1
DEFL (in) (loc) Well
PLATES GRIP
TCLL 40.0'
Plates Increase 1.00
TC 0.39
Veh(LL) 0.09, 10/11 999
M20(20g2) 258216
TCDL 10.0
Lumber Increase 1.00
BC' 0.57
Ven(TL) 0.11 10111 999
BCLL 0.0
Rep Stress Inu YES
W8 0.27
Hoa(fl-) 0.02 9 n1a
BCOL 5.0
Code TPI
(Matra)
Min Length / LL cell = 360
Weight: 51 (Ibs)
LUMBER
BRACING
TOP CHORD 4X 2 SYP No.3 *Except'
TOP CHORD Sheathed
Tt 4 X 2 SYP N0.2
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 No.3
bracing.
REACTIONS (lbs/size) 9-592/0-3.8, 1=592NJ-8
FORCES
'TOP CHORD 1-2=-79, 2-3=0, 3- --1430, 4-5=-1430, 5-6=-1371, 6.7=-1371, 7.8=0, 8-9=-73
SOT CHORD 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 strongbacla, oh edge, 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 or restrained by other means.
LOAD CASES) Standard
Jab
1 e7XXXX
Truss Truss.Type
1474051 FLOOR
OtY
1
ply
1
I
POINT LOAD
RYLAND MANUFACTURING CENTER
2.100 s MITek Inausmes, Inc. Tue Mar 15 10:40A5 ,994 Page ,
3%] 7x4
I"
3X3
1X3
31L1 3X35"
2 3
X
5
6
7 a 9
P
N
�I
1
14
13
12
11 10
Us
=1
1X3
30
5Xa us
"lo 1 16}12 Ift1-12-12,
4}10 a 2 4160
LOADING (psi)
SPACING 2-0-0
CSI
DEFL (in) (loc) Udell
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.39
Ven(LL) 0.08 12/13 999
M20(20ga) 258M6
TCDL 10.0
Lumber Increase 1.00
BC 0.65
I
Vert(TL) 0, 10'12/13 999
BCLL 0.0
Rep Stress lncr NO
WB 0,50
H=(TL) 0.02 10 Na
BCOL 5.0
Code TPI
(Matra)
Min Length / LL dell = 360
Weight: 57 pbs)
LUMBER BRACING
TOP CHORD 4X 2 SYP No.3'Except• TOP CHORD Sheathed
T7 4 X 2 SYR No.2 BOT CHORD Rigid ceiling directN applied,
BOT CHCRD 4 X 2 SYP No.2 or 1040-00 an center
WEBS 4 X 2 SYP No.3 bracing.
REACTIONS (lbs/s¢e) 10=1062/0-3-0, 1=622M-3.8
FORCES
TOP CHORD 1-2=48, 2J=0; 3 4=1522. 4.5=1522, 5E=1666,.6>7a-1666, 7-8-445, 8-9=-645, 9-10=•1064
BOT CHORD 10.11=0, 11-12=1310.12-13=1522, 13-14=1522; 1-14=896'
WEBS 1J=-1045, 3-14=731, 4-14 261, 5-13 •102, 5-12=165, 6-i2=-229, 7-12=414, 7-11=•769, 8-11=.652, 9-11=1241
NOTES
1) Recommend 2x6 strongloacks, on edge, spaced at 10 feet on center and fastens to each truss with 3.10d nails. Stmngbxks IQ Qe
attached to walls at their outer ends u. restrained by other means.
2) CAUTION, Do not erect truss backwards.
J
LOAD CASE(S)
(�
1) Lumber Increase=1.00, Plate Incmas 1.00
Undoml Loads (lbs per it) -
tN
Ven:2J=•100.0, 3—.100.0, 4-5=-100.0, 546=•100.0;.6-7-A 00.0. 7A=•100.0, 8-9-100.0,',10-11=10.0. 11.12=-10.0.
t2-t3Loads, D•14=-10.0, 1-14=-10d0
1M
Concentrated Loads (IDs)
:Ba:5.0
VMOs
I
^Qt
J
:JOO
Tmn I Twss Type
Cry
PN
107XXXX.
1073667 FLOOR
1
1
COMMON
'RYLANO MANUFACTURING CENTER
2.100 a MSek InduGrles, Inc. Tue Mar 15 07 A9:25 1994 Page 1
3X3
]S]
1C3 3X3
I%i l%3 3X3
2
3
4 5
6 7 a
N
^l
1
12 11
10 9
vm
3X3 w
3X5 'ud
4:id
I
1062-0
4ao
fact
LOADING jPsp
SPACING 2-0-0
CSI
DEFL '(in) (loc) Men
PLATES GRIP
TCLL 40.0
Plates I=ease 1.00
TO 0.18
Ven(LL) 0.06 10111 999
M20(20ga) 2584216
TOOL 10.0
Lumber Increase 1-.00
BC 0.41
Ven(TL) 0,0610111 '999
BCLL 0.0
Rep Strew lncr YES
WB_0.21
Hor2((L) 0.01 9 n/a
BCDL 5.0
Code TPI
(Matru)
Min Length r LL den = 360
Weight: 48 (]be)
LUMBER.
BRACING
TOP CHORD 4 X 2 SYR W.3 'Except'
TOP CHORD Shestlied
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 SYR Nd.3
Gating. -
REACTIONS (lbsisae) 9=539r0-3-8, 1=539rDJ-8
FORCES
TOP CHORD 142 73j 2J=0, 3� 7-1198. 45-1198 5-6=-1184. 6-7=11 K 7-8=0, 8-9=73
BOT CHORD 9-' 10=.752; 10-.11s1198,' 11-12=1198. 1-12=756
WEBS 1'-3• 882, 3-12=515, a-12L-181, 5-11--63, 5-10=-16, 8.10-200, 7-10-503, 7-9s8T7
NOTES
1) Re mend 2X6 Wongl W , W edge. spaced at 10 feet on center and fastened to each tons with 3-1 Od nails. Sbongbacla to be
attached to walla at their, outer ends or restrained by Other means.
LOAD CASE(S) Standard'
111
J
L
Job Truss Truss Type I I Ply
P354097
107XXXJ( 1074458 FLOOR 1 1 COMMON
RYLAh O MANUFACTURING MIDwEi7 2.100 a MITek Industnes..In, Thu
1_aa
o-1
203
U4
1X=
3%3 ])O
1X3
3X4
1X7
6
C
0
E F
G
H
1X3
A N M L K J
3" 3X5 1X3 1JL3 =105 3Xe
11 .14
a 14
LOAOING,(pst)
SPACING 2-0-0
CSI
OEFL (in) (la) Bdel
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.17
Ven(LL) 0.07 1 999
M2 (20ga) 258Q76
TCOL 10.0
Lumber Increase 1.00
BC 0.45
Ven(TL) 0.09 1 999
BOLL 0.0
Rep Stress Incr YES
WS 0.28
H=(TL) 0.02 J Na
BCOL 5.0
Code TPI
(Matra)
Min Length / LL dell = 240
Weight: 57 obs)
LUMBER
BRACING
TOP CHORD 4 X 2'SYP N0.3'Except-
TOP CHORD Sheathed
&1 4'X 2 SYP N0.2
SOT CHORD Rigid ceiling
kJ 9 d' a�W aDDlied,
BOT CHORO 4 X 2 SYP No-2
p 10d0-00 on center
WEBS 4 X 2 SYP No.3
bracing.
REACTIONS (IbVsi2e) J=64710-34, A=647,O.3.8
FEB 14 1994
FORCES
TOP CHORD A.B=-72, B-C=O, C-O=-1536, D-E=-1536, E-Fe-1788, F-G=-1538, G-H -1536, H-I=O, I.J=-72
BOT CHORD J4(=932, K-L=1788, L-M=1788, M-N-1788, A-N=932
WEBS A-Cx1087, C-N-704, 0-N=-181, E-N=-291, E.M=B, F-L=B, F-K=-291,
G-K=-181, H-K=704, H.J=-1087
NOTES
1) Recommendon edge, 0 feetort center
ter and fastened
slrcat n
to each truss With 3-10d nails. Strongbacks
to be '11att
to Walls outer ends space dat
ns.
•r
LOAO CASE(S) Standard
���"i �,1, ` Sri, ,, �'
y ;
If1�gllljl
3 A,"F
AWARMNG - V-r(fy deelV,1 P-Mmebrre sad RE" NOTES ONTWS AND RE VERSE SIDE BEFORE usE.
Design vatta to 'u,e o M wdh. Maex eonneelon. Ihh Oeflpn It bof Only upon pa amefen stww , a" Is fc, on ,rOlrgvol O iscin9 Component to De
Nt101ba end bases Applbobety of deflpn palameren ana p.Coh NCpppvlbll of ..vo... 1 a I.p obllly of bulaYq douche, - MI huff
dt,14ne a aCVp. Mvm1MNx1 On Y Ip kflel uppod of woo memDen onl, AOaabMl lempry M.l ofaWoco Yrfule 001,13 Y dul p cWdlulb cn b the
IeaConvblYlY of Ine, sl to . Addllbnal pelmaMrd ` bl.CNO ,OI Ine .VOI.I, d1.N.. If the Ie+ponalplUlY .1 In. b IbNO aafgne, F., Oanew40u1danCe
tepo'clw Iabnpolbn, auaNy conlrol+totaae, deWery, eIoclbn and b,ceinO. comun OST-dd Gu.lay SlaMard. Dsfa.. bating Specebolloq and HIS-91 MITek Industries, Inc.
Margllne Inffalll,q arb I,acina P=COmmMbvlbn avaKlDb loom Iluu %plot balaute. Sal O'Orrol,b O,Ne. MaOean. WI a3719.
Job
Tnnl
True Type
(FLOOR
OtY
ph.
127XXXX
1270949
7
1
'GIRDER P347457
RYL ND MANUFACTURING MIDWEST 2.100 a MRek IrWueNec, Inc. Tue Jan 25 12: 44:46 1994 Pay, 1
14Ld I 1-2-0^
i
310 3X1 3X3
i
B C 0
Nl
A E
3Xa 3%a
LOADING (pafl
SPACING 2-0-0
C31
DER (in) (bc) Vded
PLATES GRIP
TCLL 40.0
plateslncnemee 1.00
TC 0.32
Vemu) 0.00 C 999
M20QOga) 258216
TCCL 10.0
Lumber Increase 1,00
BC 0,12
Vrt(TL) 0.01 E!A 999
BCLL 0.0
Rep Stress incr NO
WB 0.07
Horz(TL) 0.00 E Na
BCDL 5.0
Code TPI
(mabbf)
Min Lengtth / LL dell - 240
Weight 18 (IDs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP. No.3 'E=ept• TOP CHORD Sheadhed
B-0 4 X 2 SYP NO.2 BOT CHORD Rigid ceifing direcdy applied,
SOT CHORD 4 X 2 SYP No.2 W 10-0Gd0 on herder
WEBS 4 X 2 SYP No.3 GmSng.
REACTIONS (IDSJa¢e) E-3151GJ-8, A=315113-3-8
FORCES
TOP CHORD A-Be-14Z. BdUO, C-0-O, D-E=-78
BOT CHORD AEe260 tlttnnllq�r�
t,,P,,
WEBS A-OL,104, CE=-W �•`` BEN W' C4
6� .,
O 1N)R�cOOrtlmerW 2iB.stiangbacicr, at-10 ter an mar and fastened to each torts vritt13-tad rhaarL StrongDacrls 1L be
wedge, spamf
attached t0 Walla at tiw alit. elide Or mIsrained by Whr nlea
20612
LOAD CASE($)
1) Ltirnb,r lncreme-1.00, Plate Ircreame 0 e 5 'Tc G.:e
•�,
Uniform Loads'pbs pr.0) ;' r
Vert:BL-200.0, 0-0=-200.0, A-Ea-10.0 F ''•�;%J!,",�i a: (per
.......
..... E�G��.``�
NA,
lltttttl
l
I
llpmnlbq
OF.
JAN 31 1994
AWARNWO - Ve ft dsfdan pnrvnrtsre ,tnd READ NOTES ON.THIN AND REVERNE SME BEFORE USE.
De Ijn VOW W toe anN With Moak aanlledlott. The oodon Is bated on?V uOOA pOlamelea dhoWn, and a for an InaNtlual bubyp componenl 10 be
nVoled Ono loaded yedboly. Aaplpabaly of Ge ign moomebb an, pope, Mwpo101kxh of co naononi h,MpwulbMY of bubkhc deflgnel - not Omf
deftoneLalockp +MWnl a 1. bleral wppon of kWNklual' Web.embed Only Additional IemporOW bf.M 10 loio,e daboy ouMe conatuctbn ti Ina
lest QbWy Or the eleclot. ACdfllonal.petmoneF nl ntaco of tne..ovelal ttlucime. 40" Iebu tponnOah,'01 IM adYq d-flpnel. For Veneta, eubance
r=d1no faOnpatblt Queny don Ira starVVe, daM,y.-election and Nocm canfuff Qn-aa OUOWy PonOwd. Dal-ae ltocing 1pecalconom ow NIl-91 MITak Industries, Inc.
NdlMtep eufmlelp an4 t,0eug leeotntneMalhen ovabb,e front Milan Act. elttaule. Sal D'Onahb 01Ne. M 0Wi3J719.
Job Tmss
Truss Type
OtY
py
j
107XXXX „1074460,
FLOOR
11
COMMON
RYLAND MANUFACTURING CENTER
2:100 a MiTek Intlusmes, Inc
Tua Mar 15 0749:39 1994 Page 1 I
i
i 1-a-a 1
i—T
us 7j�
2 1 4
S e ] a 9
?]
^I
1 14.
13 12 11 10
/
.Ili 31Pf
]Yi,l /jt5 �I6
62.14
124-12
67-14
y1614
Plata Offsets (LeRTop): 14:4.0.1.5
LOADING (psf)
SPACING 24d
C51
DER (in) (roc) IIdeO
PLATES
GRIP
TOLL 40.0
Plates Increase 1.00
TO 0.16
Ved(LL) 0.07 5 9"
M20(20ga)
25W16
TCOL 10.0
Lumber lnCTeaee 1.00
BC 0.43
Vat(TL) 0.08 13/14 999
BOLL 0.0
Rep Stress Inc YES
WB 0.48
Hors(TL) 0.00 10 n/a
BCOL 5.0
Code TPI
(Matrc)
Mtn Length I LL dell = 360
Weight: 61
(lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Fxept'
TOP CHORD Sheathed
T1 4 X 2 SYP N0.2, T2 4 X 2 SYP N0.2
BOT CHORD Rigid baling directly applied,
BOT CHORD 4 X 2 SYP No.2
or 1040-00 on canter
-
WEBS 4 X 2 SYP 1,10.3
bratlng.
REACTIONS (Ibs/si2e) 2=63910,4-8. 10=639R1JA
Il
FORCES?
TOP CHORD 1-2=7. 2-3=-1070, 3 — 1071. 4-5=1754, 54=-1754, 6-7=1608, 74=1508, 8.9=0, 9-10=72
BOTCHORD 10-11=919.,,11.12=1754„12-13=1754, 13.1"1549, 1-i4=0
9
WEBS 2.1 =1192, 3.14=-2(t9, 4.14-560, b13=240, 5.13=95, 6.12-1, 6-11=284, 7.11--177, B-11=687, 6-10=1072
NOTES
1�
1) Recdmmend 2x6 strongbackc, on edge: spaoec at 10 Met on center and fastened to each truss vith 3-10d nails. Stmngbacks to be
attached to waits at their aufei ands or restrained by other means.
Al
LOAD CASE(S) Standard
_
V
3
rY
I
N
F�2
Joo Truss Truss rype Oty Pry
107X%%X 1072516 FLOOR '1 1 COMMON
yd
3XI
31{a
Lu
2
3
5
a
v
N'
^I
a
e/
7
3a
N6
3X
3IN
2-941
7J4
aae
44:4
LOADING (pion
SPACING 2-0-0
CSI
DEFL (an) (loc) tried
PLATES GRIP
TOLL 40.0
Plates increase 1.00
TO 0.34
Vert(LL) 0.04 718 999
M20(20ga) 258216
TCOL 10.0
Wmoer lnice29e 1.00
'BC 0.30
Vert(TL) 0.06 718 999
BOLL 0.0
Rep Stress Ina YES
WB 0.16
Hor2(TL) 0.01 7 n/a
BCDL 5.0
Code TPI
(Matra)
Min Length / LL den = 360
Weight: 33 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Esept
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 4 X 2 SYP No.3
bracing. -
REACTIONS (lbst=e) 7=380A-3-8, 1=38010J$
FORCES
TOP CHORD 1-2--54, 2.3=0, 3-4=-579, 4-5=-579, 5E=0, 6-7=E4
BOTCHORD 7.8-490. 6-9=579, 1-9=579
WEBS 1J=569, 3-9=67, 4-8 -65, 5A=104, 5.7-571
NOTES
j 1) Raromrtiernd 2x6 atrongbacb, on edge, spaced at 10 feet on miter and fastened to each boas with 3-10d nails. Strongbacks to be
attached to w Its at their outer ends a nimai inedloy other means.
LOAD CASES) Standard
Job Tt Truax Type I Cry
107XXXX 1071201 FLOOR 1 1 COMMON P347405
7Xt
3X3
1X3
II WINE
t
f3 N
3"
40.0
US
1X7
LOADING(paf)
TCLL 40.0
,TOOL 10.0
BCLL 0.0
BCOL 5.0
SPACING 24-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
code TPI
WI
TO 0.19
BC 0.12,
we 0.05
(Meb&)
DEFL (W) (foe) Ode"
Vert(LL) 0.DO C 999
Vee(TL) 0.02 E/A 999
Horz(TL) 0.00 E n1a
Min Length / LLde0 - 240
PLATES GRIP
M20(209a) 258216
Weight: 20 obs)
LUMBER
BRACINGTOP
CHORD 4 X 2 SYP No.3 -Euzpl•
TOP CHORD Sheathed
- B-0 4 X 2 SYP N0.2
BOT CHORD 4 X 2 SYP NM2
BOT CHORD Rigid ce&lgj dlrecW applied,
4 X 2 SYP Nc.3
or 104)0-00 oncenterWEBS
bcecinp.
REACTIONS (Da/slte) Ea199A-U8,A-1991OJ-8
r
IW I`,"'q,
FORCES
TOP CHORD A�S7, &C--0, GD=-0, DE-71
``J�ss�N
�f.Q�. •• •• Ail '',,
� cow YLU •S � cq � : F9
BOTCHORD AEe191
WEBS A:C>-223, GEC-221
- 2
�17
NOTES
1) Recommend 2)Z scOrgbaclo, on edge. spaced at 10 feet on order and fastened to each truss With3-10d nails Slrongbacks .a- `.e�p • f
•'.
attached to waft at Umr Outer ends Or restraufed by Ocher irlasrtt
. •
i '4:e �,.�, . „ 4; ,
' •''••.'.....•G�C`
LOAD CASE(S) SWrt7 Wa
.lk. �,. , ,.
'.,
S S/OAIAI
aanuu,ny f
p (E QFD''b
�. .
JAN 31 lgg¢ : * j STEPHEN NJ.•�°; ►t =
?�
CABLER
c
Em
'AWARNING - Ver((g deaFn Po—tere and REAb NOPLS ON TIUS AND %YLR.SL SIDL BEFORE US&
611. volb to fe. on
N wnh Wet con ectow thh casion ks cb etl onN upon pa omelen mown. ontl Old an nOoNmual bWlClnp component to, fx
in a0ep O o baaeG ys ibOW. AppnC bYay OI deLOn pO amelen antl globe, n.0,co,Fltbn of C,nn n.nl a IppOnalpMy OI OUWNp la. , al - noI buu
ae p el itsang fnow,n h col lot-1-1 f pp1 O OI n 1116cl ve, b eb mema.11. Addllbnal IempOldq bacnq 10 Nfute 0.0my d. Ina cons uctbn a the
ponw:lt, OI the ...tot. Aaallbnal pe onenl OIacNO of the o at fauUvw a the :eaoonflpWY OI the button, Ce i,,Ml. Fol Oenelol Ou4oncs
-,aomp taD:katbn,Ououly conliol. fro ape tleWery a ectlon and WoCbp:'conde OST-as OuaOY Pendant. DSS�$9 traclna SWcttbanon, no M11.01 MITak Industries, Inc.
cntlhln0 I,nlalllrq no t,nclna.Yecemmenaatlo"v.tbbM Dom it.. R '. tnVINIe. Wl O'OMt,b O,Ne, MOOW, WI S 710.
Jon
Truss
Truss Type
Oty
Ply
_y
117XXXX
9174348
FLOOR
1
1 CANTILEVER
RYLAND MANUFACTURING CENTER 2: 100 a MiTek lrat nes, Inc.
Tue Mar 15 075305 1994 Page 1
t-bd
3X3 3x3 123 3X3 tx3 =1 iX3 3X5 U3
]%5
2 3 4 5 6 7 a 9 to
tt
P
N
X3
'1
1p
e +
1
1 17 16 15 14 13
12
l%e 3X5 Im ]X] ]X7 3Xa
+X3
Stb t}2-0 13,34 1}74
1Iwl 7-441 01-6 2.40
Plate Offsets (Lee,Top)I 13:3.5,1.5, 14:3.0,1.5
LOADING (ps1)
SPACING 2-0-0
CSI
DEFL (in) (ac) Well
PLATES
GRIP
TCLL 40.0
Rates Increase 1.00
TC 0.92
Ved(LL) 0.11 14/15 999
M20(209a)
258216
TCDL 10.0
Lumbeftncrease 1.00
SC 0.35
Ven(r-) 0.'ll 1a15 999
BCLL 0.0
Rep Stress Ina NO
WB 0.70
Horz(TL) 0.02 13 Na
BCDL 5.0
Code TPI
(Males)
Min L.engtn / LL nee = 360
Weignl: 74
go$)
LUMBER BRACING ,
TOP CHORD 4 X 2 SYR No.3 'Except* TOP CHORD Sheathed
T1 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly app6eo,
BOT CHORD 4 X 2 SYR N0.2 or 1000-00 on center
WEBS 4 X 2 SYR N0.3 bracing.
REACTIONS (Ibs/size) 13-2160/04-0, 1-517NJ-8
Max Uplift 1--2(load rase 3).
Max Vert 13-2160(k ad came 1). 1-533(aad oau 2)
FORCES
TOP CHORD 1-2=-72, 2.3-0. 3-0=-1107. 4-5=-1107, 5O>1113, 6-7=-1113, 7d=d7, 8-9=d3, 9-10-2315, 10-11-2315. 11-12=0
BOT CHORD 12.13=0, 13-14=-990, 14-15=723, 15.16-1113, 16-17.1113, 1.17-717
WEBS 103 -836, 3-17=456, 4i7=1BB; 5-17=d, St6=i4, 6-15s150. 7-15=455, 7-14 792, 8-14 184, 9-14 1205,
9-13s1532, 10.13s263, 11-13=2556
NOTES
1) Recortunend 2x5 strongbacks, on edge, spaced at 10 feel or, center and Fastened to eacr, trtraa with 3.10d nails. Strorgbacla to be
Ot
attached to walls at Umr ester ends Of laSVdined by other means.
2) CAUTION, Do not elect truss backwards.
4-
LOAD CASE($)
1) Lumbar Increasea1.00„Plate Incraase=1.00
Untorni twos (Ibs per e).
-]
Vert:2-3=-100.0, 37-100.0, 4-5=-100.0-5fi=-100.0. 6.7=-100.Q 7.8-100.0, 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 (IDS)
VWAI 1000.0
2) Lumber Inxrease•1.00, Platelmmsse=1.00
1
Uniform Loads (IM per e)
Ven:2-3=-100.0, 3�1=-100.0,.4-5�-100.0, 5-8-100.0, 6-7=-100.0, 741=-/00.0, 8-9--100.0, 9-10=-100.0, 10-11=-20.0,
1
12.13=-10.0, 13-14=-10.0, 1415=-10.0, 15-16=-10.0. 16-17-10.0. 1117=-10,0
LA
Concenlra4V Loads (lbs)
Vert:11=-1000.0
3) Lumber l xreas 1.00, Rate Increase�1.00
Uniform Loads (Ins per e)
Vert:2-3=20.0,3.4=-20.0, a5=-20.0; 5.6-20.0, 6-7=-20.0, 7d=-20.0, 8-9s20.0, 9-10=20.0, 10.11=100.0, 1243=-10.0,
13.14=-10.0, 1415>iOA 15-16=-10.0, 16-17=-10.0, 1=17=-10.0
Concentrated Loads (Ice)
Vert:11=-1000.0
Job
TNss
TNss Type
City
Pity
127XXXX
1272025
FLCCR
1
1 GIRDER
RYLAND MANUFACTURING CENTER
2.100 a. MiTek Irdustnes,Inc.
Tue Mar 15 07:53 47 1994 Page 1
La-e
1-10,12
v� U4
3z5 3/sz
z 3
4 s
Y
N
1
7 a
�-�a'''111
104
I 60.12
3a-0
3-0a
Plate Ofhets (LeB,Top): 3:2.5.1.5
LOADING (psn
SPACING 24-0
CSI
DEFL (in) (loc) Yde4
PLATES
GRIP
TCLL 40.0
Plates lnaease 1.00
TO 0.81
Ve0(LL) 0.03 718 999
M20(20ga)
258216
TCOL 10.0
Lumber Increase 1.00
BC 0.40
Vert(TL) 0.03 718 999
BCLL 0.0
Stress
Rep lrw;r NO
WB 0.42
Horz(TL) 0.01 6 Na
BCDL 5.0
Code TPI
(Matra)
Min Length / L.I. dell - 360
Weight: 31
(IDs)
LUMBER
BRACING
TOP CHORD 4 X 2 SW No.3-Escept•
TOP CHORD Sheathed
T7 4 X 2 SYP N0.2
BOT CHORD Rigid ceikV directly applied,
SOT CHORD 4 X 2 SYP N0.2
or 100000 on center
WEBS 4 X 2 SYP N0.3
txadng.
REACTIONS (lbalsize) 6-1166AJA, 1=1168M-3-8
FORCES
TOP CHORD 1.2=290, 2J=0, 3�4491, 45=0, 54 -290
BOT CHORD.6-7-1491. 7-8.1491. 1-8-1491
WEBS 10=1724, 3Aa17, 4.8=0, 4-7=17, 4-6 -1724
NOTES
1) Recommend 2dS strongb". w edge, spaced at 10 feet erl center and fastened to each IIl15S w h 3-10d naafi. Stlongbacla to be
attached to l Iis at their. werends on rcsdained by Other
means.
LOAD CASE(S)
1) Lumber lnaease=1.00,' Plata lncreax 1.00
Undeml Loads (Ibs per 8)
Ved:2J=-400.0, 3.4--400.0, 4 5vg00,0, 6-7-10.0,
7d=-10.0, 1.8=-10.0
y
N
I
LL-
Fie
Job
Truss
Tens Type
Ory
Pry
147XXXX
1474916
(FLOOR
1
1
POINT LOAD
RYLAND MANUFACTURING CENTcR
2.100 0 MlTek Industries, Inc
Tu0 Ma115 08:17:08 9994 Page 1
ida _ 1-10.4 I
_ 1.9J
' =1 4X6 IX3 3X4
1Z =1 3X3 5"
2 3 4 5
6 7 a 9
P
N
-1
1X3
11
0 1
1 14 13
12 11 10
us 4X6 1X3
U5 SX14 ]X3
4 10 ,
1t.u?2 I I]
4 10
s 2 2-1-12
Plate Oftsets(Leftjop): 5:1.5,L5, 11:5.0,3.5, 14:3.5.2.5
LOADING (psf)
SPACING 2-0-0
CSI
DEFL .(in) (loc) VOe6
PLATES
GRIP
TOLL 40.0
Plates Increase 1.00
TC 0.77
Ven(LL) 0.33 12/13 470
M20(20ga)
25=16
TCDL 10.0
Lumber Increase 1.00
SC 0.91
Ven(TLJ 0.40'1Zt3 389
SCLL 0.0
Rep Strew lncr NO
WB 0.79
Hwd TL) 0-03 t0 Na
BCOL 5.0
Code TPI
(Matra)
Min Lengtr / LL tleA = J60
Weight: 61
(Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 'Except-
TOP CHORD Sheathed
T1 4 X 2 SYP SS
BOT CHORD Rigid ceiling directly applied,
SOT CHORD 4 X2 SYP-SS
or 10-00-00 an center
WEBS 4 X 2 SYP No.3'Except*
bracnng.
W714 X 2 SYP N0.2
REACTIONS (lbstsae) 10-1728/D-3A, 1=89210-3-8
FORCES
TOP CHORD 1-2=-103, 23=0. 3 — 2687. 45-2687. 5L=J479, 6-7=-3479, 7d=2993, 8-9=2993, 9-10=1710
SOTCHORD 10-11=0, 11-12=3352, 12-13=2687, 13-14=2687, 1=14=1353
WEBS 1J=1577, 3.14=1556, 4-14 559,5.13=-284, 5-12-916, 6-12=-364, 7-12-148, 7-11= 14, 8-11=-1412, 9-11=3406
NOTES
1) Recommend 2c6 strongbacks. wedge, spaced at 10 feet on center and fastened to each tniss w 3.10d nail. Stmngbacks le be
attached to walls at then outer enoe or restrained by other means.
2) CAUTION, Oo not erect tNsa backwards.
LOAD CASE(5)
1) Lumba Immaee=1.00,Plate Increase=1.00
Undwn Loads (Ibs Per 8)
\
Ven:2-3=-100.0, 3�-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
Concentrated Loads (Ids)
Ven:8=-1200.0
3
00
M
M
Iz
Job Truss Truss Type cry PN
107XXXX 1074001 FLOOR 1 '1 COMMON
I RYLAND MANUFACTURING CENTER 1100 a MiTek Industnes. Inc. Tue Mar 15 07 So is 1404 0.,...
1-" _ tad
Ml 2KI, 17a" s.i ud lYd ]XY
2 3 4 5 a ) a
Y
IN
TI
1 12 111 10 9
us aw M] =$ 3).a
b)-0
1180
4)-0
63a
LOADING (psl)
SPACING
2-0-0
C51
DEFL (in) (loc) Vdell
PLATES GRIP
TCLL
40.0
Plat" Increase
1.00
TC 0.34
Ven(LL) 0.09 10/11 999
M20Caga) 25W216
TCOL
10.0
Lurnx Increase
1.00
BC 0.55
VW(TL) 0.1010/11 999
BOLL
0.0
Rep Stress lncr
YES
WB 0.26
H=(R.) 0.02 9 n/a
BCOL
5.0
Code
TPI
(Matrix)
Min Length / LL de0 - 360
Weight: 50 (IDs)
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 directly applied,
BOT CHORD 4 X 2 SYP N0.2
or 10-00-00 W center
WEBS 4 X 2 SYP No.3
tracing.
REACTIONS (ma/size) 9=5840.3-8, 1=584M-3-8
FORCES
TOP CHORD 1.2-78, 2J=0, 3�-1394, 4-5=-1394, 546=1343, 6-7=-1343. 7dco, 8-9=73
SOTCHORD 9.10=829, 10.11=1394, 11-12=1394, 1-12=832
WEBS 1J=970, 3.12=656, 6t2=2S2, 5-tt=E4, 510=59, 6-10=215, 7-10=600, 7-9=-967
NOTES
1) Recommend 2>6 strongtWcb, 4n edge, spaced at 10 feet w center and fastened to each Inns with 3-10d
reds- Stro gloacks to be
attached to walk at their, war ends or restrained by other. means.
LOAD CASES) Standard
11
Job Truss
Truss Type
Oly
PH
127XXXX 1274916
FLOOR
1
1
GIRDER
RYLAND MANUFACTURING -CENTER
2.100 a MiTek Inbusinp, Inc.
Tue Mar 15 08:15:11 1994 Page 1
1:a-a 2-0d
1-M F 1-]-x -1 , 2-0d.
30 J6 3xi 3P
W ]ii yet, .N6
2 3 t 5
a 7 a 9
v '
NT1
'I
TI
U
• KW
a a w 3 s 1
1
1 14 1113
a 11 10
3X7 3t3
Pit 1116
114 1 67-12 I 7-7-12 I ?2 l 1lSa
414 1d
2.Oo 1d-4 41d
Plate Offsets (Left,Top): 7:2.0.1.5, 11:3.0,1.5, 14:4.0,1.5
LOADING (ps1)
SPACING 2-0-0
CSI
DEFL (in) (l)c) Udell
PLATES
GRIP
TCLL 40.0
Plata Increase 1.00
TC 0.24
Ven(LL) 0.10 12113 999
M20(20ga)
258Q16
TCOL 10.0
Lumber Increase 1.00
BC 0.54
Vert(TL) 0.12 12/13 999
BOLL 0.0
Rep Stress Inc, YES
WE 0.36
Hor2(TL) 0.03 10 Na
BCOL 5.0
Code TPI
(Matra)
Min Length / LL dell - 360
Weight: 67
(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 No.2
or 10-00.00 on center
WEBS 4 X 2 SYP No.3
tracing,
-
REACTIONS (Ibila2e) 10=710N4-8, 1=71010-3d
FORCES
TOP CHORD 1-2=-67, 2.3=0, 3- -1858, 45=-1858,,,55=4123. 6.7=2123, 7d=1858,
8-9=0, 9-10=E7
BOTCHORD 10-11=1049, 11-12=1858, 1243=2123. 13-14.2123, 1.14.1049
WEBS 13s1222. 3-14-901, 4-14=175, 5-14 -324, 5-13=9, 5-12=-1,8-12--176, 7.12-323, 7-11=-360, 8.11-901,
8-10=-1222
NOTES
.1) Rerxtnnend 2X6 stro ngbacks, on edge, spaced at 10 feet cn centerand fastened
to each tnns with 3-10d nails. Strurgibaeks to be
attached to walls at their eater ends W restrained by other Rican.
LOAD CASE(S) Standard
DO
M
M
J00 Truss Tn=; Type Oty ply
107XXXX 1071189 FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 a MiTek Industnes, Inc. Tue Mar 15 07:50:31 1994 Page 1
2 J 4
v
N IX]
1
Dae alza
111.12
}It-R
LOADING (psf) SPACING 2-0-0 CSI DER (In) (loc) Vdef1 PLATES GRIP
TCLL 40.0 Plates Ua:rease 1.00 TC 0.19 Ven(LL) 0.00 0 999 M20(20ga) 258216
TOOL 10.0 Lumber lOCRaiO 1.00 BC 0.12 Vengl-) 0.02 5/1 999
BCLL 0.0 Rep Stress Inc YES WE 0.05 H=CrL) 0.00 5 n/a
BCOL 5.0 Cede TPI (Matto) Min Length / U. dell =. 360 Weight: 20 (IDs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.J'Except' TOP CHORD, Sheathed
Tl 4 X 2 SYP N0.2 BOT CHORD Rigid ceiin9 ditecty applied,
BOT CHORD 4 X 2 SYP.No.2 or 10-00-00 on center
WEBS 4 X 2 SYP No.O bracing,
REACTIONS Mra/size) 5=198NJ.8, 1=198A)-}8
FORCES
TOP CHORD 1-2=.67, 2-0=0, 0-4=0, 45-70
BOT CHORD 15-189
WEBS 1J=221, 75=-219
NOTES
1) Recommend 2x6 strongoacks, on edge, spaced at 10 feet on center and fastened to each buss with 110d nails. Slnalgbacks to be
attached to walls at theirouter ends c restme by other means.
LOAD CASE(S) Standard
N
1
I"1
ICJ
Job I Truss I Trbm Typo I aY 1/��
117XXXX 1172078 FLOOR t t CWTItEVER
1
1d14
11_i10
2.1.0
I
3X3
3X5
3X3
3X5
B
C
D
E
3XE m 3Xa 1)t3
1 1.11-2 1 1 12 Y114 a24
1
f•n•z 1•ato o-a4 x+-o
LOADING (pat)
TCLL 4o.o
TCDL 1o.0
BCLL 0.0
BCDL 5.0
SPACING 2-0-0
Plebe Increase 1.00
Llmlbw lncreeae 1.00
Rep Stress lrcr NO
code TPI
CSI
TC o.44
BC. 0.10
WB 0.19
(M1tb13)
DEFL (In) (1oc) Idea
VoULL) 0.02 E 999
Ven(TL) 0.02 E 999
HWA'TI) 0.00 G Na
Mn LKQM/LL da0.240
PLATES GRIP
M20(20ga) 259WO
Weight: 33(Its)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 -E3cap1•
TOP CHORD Seethed
B-E 4 X 2 SYP Not
BOT CHORD RI91d c" d1ractly
BOT CHORD 4 X 2 SYPNd2
applied. Or 10-00-00 an
WEBS 4 X 2 SYP No.3
maer brash
'REACTIONS (lCahtre) G.90903.e,A.27&43-9
Mmr Val G-83MOed mso 2). A.279(bed mse 1)
.
FORCES
TOP CHORD Ab«77. BLO. C43.247. D-E.247. E-F.7
BOT CHORD F.G.O. G44.313. A44413
WEBS A-C--W. C-HetO. C•G.-951, D-G 331. E-G -2TJNOTES
1J'
Q
E�FQ
issue led b
o a'ar «I�astraeinq, q
eadt 1Nas wt113-10d ImIIA Stron9betk..
:.
.eavwd�io8.9.lk�m uwlr a,ds ner moans.
,t
2) CAUTION, Do net arocr Orate becinewda.
- 20512
LOAD CASES)
1) Wmbartrcaea1r1.00. Plate Illcrema.1.00
- • STATE OF
- ,d ••. .• Q
I AN •�4'r'�`
V41IS- t-110.O. C-D-157.3. D-E+-122.0, F-G.-10.0. G-FL-10.0. A-H.-10.0 •
-•••••• •
ConcentratedLdms Me)
VNI1..090.
,, F� V�
•,,' S... �,T,`,,••
2) Wmbar W Plate
�a
b1ot1Ymr1.00
LNtonn Loads 066-psi el.
.•157.3, D-E.-28A, FBI--10.0. GFL-to.o. A•tM-to.o
I�
Concentrated (Ws)
3) Wmba blcroeea.1.00. Plena l�1.00
., o
Ilrlllorm In (Me W 9)
=
Ven:B-C-22.7. C-D-35.7, D-12 -122-0, F-G.-10.0. r H -10.0. A-14-10.0
" STEP!-ZENI 'U : 4(C
:
Carlmrvroad Lobos (Im). -
'
A IPARMWO - V.rj& d..Ign ptrenl.t. and READ NOTES ON TMS AND REVERSE SIDE REPORE USG
6.19. v.ld bl a.e Only wah Mnet cOhhecfOt The dedpn Y baled Only upon DarOmelen drown ChO 1t 10, on hdlvldu0l "Who corn O anf 10 be
hllated End b God vedgaty. AOM.bply of dean porpnelen and mover h<pppdilpl OI Cpnlbonenl Y fMppllWly of buloho tle[gn.t - nol Ima
dmgnm. Macho lhOwn Y fOr g1-04 --POO" Of h Nidual ..b mefnbel. Only. AddabhOl lempatafy NMM lO h1ul. CObaty duM110 CohOluclbn Y the
Impanubaly Of lho el. hx: Addtl M l.Oermonanl bwen001. the Ovetot NUClere Y the l«(MmEaly of the W1dtq detgnef. l'o, O•n.,.l oulilonce
lw.ldYq gbtlwibn. audeY cohnoi. 110to . d•tvry. McCtb11 a" NoChd, ccn.ua OIT-m Ovalay Pandpd. 052-49 trodho Speetllevlbf 'OrM HIS-91 MITek IndUStrles,' Inc.
N.h4.1hg W1.Wha aM aldcfrp eecommefgplon ov.Wbw lfdrn ltuu ROI. Mlaul.. 3 D'Onobb DIM. MCOb W15371O.
Ttum
1117)0= I11v72W5 I FLOOR I
aY ply
CANTILEVER P33382
3X3
3lU
3X3
3X5
1X3
TI IX3
N
A G F
VA 3X8 1X3
+ 3-&lz 2 4-4 162�
P 12 at-4 2+0
L
LOADULG (pol)
SPACING
2-0-0
CSI
OEFL In (locl 1=1
PLATES GRIP
TCLL 40.0
PlIncrif69e
mes
1.00
TO '0.70
Vat(LL) 0.01 E 999
M20(209s) 2581216
TCDL 10.0
Lwow lnuoma
1.00
BC �"a
Vat(TL) 0.01 E 990
BCLL 0.0
Rep Stroh Inc
NO
WE,0.14
HorsjiL) .0.00 G Ne
BCDL 5.0
Code
TPI
NO I
Ain Lerpfh I LL da0. 240
WONIVIZ-31 Qba)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N"'Esaq'
TOP CHORD Sheathed
SE 4 X 2 SYP Not
BOT CHORD ROId CWHntIdlrer8r
SOT CHORD 4 X 2 SYP No.2
appllod, or loto-w m
WEBS 4 X 2 SYP N0.3
corAer LAecblp.
REACTIONS pbeAdze) fa978N3e, A.51.63-8
Ala UTAIb A-110(bad ®o 3)
Ma Von G,.976(loed atme 1). A.175(ked lams 2)
FORCES
TOP CHORD XB -75. B-C-0, 104D 1. 6E.453. E-FS
SOT CHORD F-C-0, AGr83
WEBS AG.73, 0 �. D-G -491. E-G.S00
NOTES
1) Recommend 2X8 W mOboalm, on wipe; spotted to 10 iMt an comr mid lessened id each trusts with 3-1 Od naAs StronObeclu
In be &ached to Melt at theb olAr ends c restreMed by alwr mean&
2) CAUTION, Do IXA onba truss ba*mafd&
LOAD CASEM
1)LUMbWInamm-- 1.00. PING incoaO.1.00
Uniform I Off Par 8)
VW!BC.-100.0. C-D-180.0; D-E-224.0, Fla-10.4 Asa-10.0
2).LLmbw lnc _ _ _ - 1.00. Plato Inaama.1.00
Lkdlarm Lade In, P4,. B)
VOMS-C.-100.0. C-0.-180A, D-E.-54.0, Fla-10.0, A-G.-10.0
3) Lumbw bfcro -- too. Pteto Irlaeao.i.00
Urworm I a (9)a * 0)
VenSC^2G0. C-0.38.4, DE-224.0; FG.-100, AG.-10.0
CqB� I
r No. FO
Mil
• ST:ic OF
'r•IIIrr11tt1•••`
jiWA NG - V.,Vy deeiyn param•te2e and READ NOTES ON THIS AND REVERSE SIDE HLFORL L1SE.
Deayn vatd ror use ant, Weh Mn•4 collneclant. Ine. deflan Y panic ." can pam.w.m Mlewn, and a la an MMd.w bub•ta comaonenl to, be
tnttanid and IOOtl•d venik'ae/. ApolcabelY of capon paromelen and popes bconpgalbn of component 4 netponlbelY of buldthg ee tahW,l - not bout
detlpnel. Mocha shown Is lot lateral d sup of YNm lduat e.0 emhen• only. Addabnal lempotory bracing Io t nne 00bmY dullno condructlon • the
refaanancy of Ine slaclOf. AcIdnlOnol pelrn.henl dro.w%d at the overalthuctule e.IM neeparltbaly al fh••buldtq e.V.. F l aanalal aubance
ieoo'dIng bondoipn,. audwY eonboL guooe. d.wenr«ection and macho. conlud OSr-se`Q.Mv nandard. Ost-69 luncbna sp.amaalwn. and Mlt-01 MITek. Induotr] , Inc.
Nandlinp bululdnd and llathQ eec6mmevdelloncV0WbM tiaT Inna Aol• Mmuni,D O'oMnb 01w. MOdban: W153710.
Jab Triss Tmss Type Dry
PN
127XXXX I1274917 FLOOR 1 1 GIRDER
RYLANO MANUFACTURING CENTER 2.100 a MiTek Inou%nes, Ine. Tue Mar 15 08:15:32 1994 Page 1
t•bd I 1-4.4 1� 1-SJ 1-4-0�
U3 3X4 U3 3X3 ]X] =1 3X] 3x4 1X3
2 3 4 5 6 7 a 9 TO
1X3
1 14 13 12 11
us us us ull us
]3-0 3.2-12
12-12 3S0
LOADING (psf)
SPACING 2-0-0
CSI
DEFL (in) (be) Vdell
PLATES GRIP
TCLL 40.0
PWas Increase 1.00
TC 0.16
Vert(LL) 0.10 6 999
M20(209a) 25=16
TCOL 10.0
lumber Increase 1.00
BC 0.52
VenM) 0.12 a 999
BCLL 0.0
Rep Stress lnct YES
WB 0.30
H=(TL) 0.03 11 Na
BCDL 5.0
Code Tm
(Matra)
Min Length / LL dell = 360
weight: 65 pbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SW N0.3 'Except'
TOP CHORD Sheathed
T1 4 X 2 SW N0.2
BOT CHORD Rigid ceiling direclN applied,
BOT CHCRO 4 X 2 SW 1,10.2
of 10-00-00 on center
WEBS 4 X 2 SIP N0.3
bracing.
REACTIONS PSIs¢e) 11=710N-3A, 1=71010-3-8
FORCES
TOP CHORD 1-2=-74. 2-3=0,.3-0=-1641, 45=1641, 5.6=-2166, 6-7=2166, 7A=1641,
8-9=1641, 9-10=0, 10-11=74
BOTCHORD 11-12=1030, 12.13=2066, 13-14=2066„1-14.1030
WEBS 1J=1203, 3-14=754, 4-14=159, 5-14=-091, 5-13=126, 6-13=122,
7-13=126, 7-12=-491, 8-12=-159, 9-12=754,
9-11=1203
NOTES
1) Recommend 2x8 strongbaUa, 0n edge,.soaced at 10 feet m center and Fastened to each hose with 3-10d nails. Strargbacla to be
attached to Ovals at their outer ends or msttamd by Other meads.
LOAD CASE4S) Standwd
.loft
hues Truss Type
-ty
107)0=X'
1076338 FLOOR
1
NICOMMON
P347404
RYLAND MANUFACTURING MIDWEST 2.100 a MITek Industnes; Inc. Tile Jan 25 12:3929 1994 Page 1
t14 I
31O ]%a
B C
N1
11
A 0
3xa 3X3
, 1-10.4
1-104
LOADING (psi)
SPACING 2-G-0
CSI
DER on) (IDc) Well
PLATES GRIP
TOLL 40.0
Plazas Increase 1.00
TO 0.13
Vwt(LL) 0.00 C 999
M20(209a) 25a216
TOOL 10.0
LumOrlr. Increase 1.00
BC 0.01
Ved(TL) 0.00 LVA 999
BOLL 0.0
Rep Stress I= YES
WB. 0.00
HWZ(TL) .0.00 D rva
BCOL 5.0
Cede TPI
(Matrix)
Min Length I LL deft . 240
Weight 11 Obs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP Nm3 Sept- TOP CHORD Sheathed
BC 4 X 2 SYP Nat BOT CHORD Rigid ceiling directly applied, '
BOT CHORD 4 X 2 SYP Nat or 10-00-00 an center
WEBS 4 X 2 SYP Nm3 bmpvlg,
REACTIONS (Ibah¢e) De811,438, A-81N38
FORCES
TOP CHORO A-13-74; BCC, C 0 -74
SOT CHORD ADO
WEBS A -PO
1IVY
Hr,��ee�i
NOTES `%.
1) Recmunehd 2xa amngbecks. an edge, spaced at 10 _fa an Oenter and fastened to each tntas with 3-10d rlaila Subngbacla to Ix :• 1F'. •�, ••.•, •� �,,�,: /� �.
amwhed S \; - •.; 'i
to walls at they outer ends ar 2stra4ted Cy Other mearo. .:��
,•�c
- C
LOAD CASE(S) Standard '
Oil /OMAL
1994
ea�.ue{tp'4
•........
ER
48357 ' ¢
100 ,'IFNAL
AWAWONG - Verlfy deetyn PansmeteYs and'N> NOTES ON Tws AND RLvznsz Sma BLPONL use. weammin-
Detrn bI Thti deYpn b bbietl only upon POIOmelea aw.rn. ontlhY'rp an YWNIdu*1 bueONa cempOnenPlO
tlnN wnx Mae{ cpnnItf
-n
intt0 4tl O p booetl yeah
00 Or b tatp Or y
01 d pplpmeran and PlO =
Incppomt on,O
ml
dl nnotng conuru li n Ifthetlespna B OOf unovn ! Id
midieflan
l oo Oc s,ne "o
1. woj'ApplC QvO or YWMbWI web mamba 'onN. AOOtl lemppary blO Ib Nwn aObatY au Ma oonamct
n',
IetbOnLa1YIY Or me eteotOL ACOnbn01 Or rbe Obl..I iltu f the
dofffo al e.h b IM IMpOniIbNY Or IM bul
If the FOt penewl 0ulaence
.io.n.s
.oe. d.1%,*1.Wooing
19 Inicin, S
IKmtlNa tablk Olbn, quanV COnnI% ddaae. daYvery. sle<rbdan0 bwena. COntU1 GSbas ftlo 01Y .IAOO d.. 1 t019acbq Speemcallan, and HI4V1 MiTek Industries, Inc.
onto
'Manallna lNlallltq aM{IOCYq e�cOmme,Walbn Gvab]EM 40T-0uu Pblo ni111u1a. SOD D'Onolrb OM.:Ab01[On. v. '10.
� " Job Tema
107)0= 1074306
RYUND.MANUFACiURIN(
i
�1
Tnwe Type
FLOOR
Cry
Py
/ COMMON
3X3
WO
1X3
WC! XCI
1X3
3X3
im
S
C
D
E F
G
H
I
A N M L K J
=11 3X5 iX3 1X3 3X6 US
}161a }1}10
iX3
P343336
LOADING (pa!)
TCLL 40.0
TCM 10.0
BCLL 0.0
SCOL 5.0
3PACINa 2d-0
Plates ITlaease 1.00
Lumber lrltresse 1.00
Rep Seeta 1= YES
Cade TPI
C31
TC 0.17
BC 0:42
WB 0.27
(Mouac)
DEFL (in) ([cc) Well
Vert(LL) 0.06 t1M 999
Vert(TL) 0.08 LIM 999
HIXr(TL) 0.02 J Na
Min Lerg31 / LL dell = 240
PLATES GRIP
M20('1Ogle) 258216
Weight 56 (Rrs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3'Fxzpt" TOP CHORD Sheetlled
B4 4 X 2 SYP Nat BarCHORD Rigid ceiling directly applied,
SOT CHORD 4 X 2 SYP Nat a 1GO -00 an rzM>
WEBS 4 X 2 SYP Na.3 Ixecin9•
REACTIONS QDl/saa) J-WAI-M, Ao82770d8
FORES
TOPCHORDA43a-72, BC-0, C-0z1468.'DEe-1468, EF>•-16B4, F-Ciw-1468, G•H+•/468, H-t=O, W -72
`'��l1EN �
BOTCHORD J-K-898, K4-e16B4; L-Ma1684: M14M684, A-N498
.C-Mess"
WEBS AP1048,.C-Ne664, D-Ns-181, E-N -250. E-M-S, FL-5, F-K-250. G•Ke•181, "-664, H.P1046
NOTES
K0
_
1) Rcmnlnwd Zed aLcngbactak an edge,spnmd at 10 fed on ceraer and tasterod to each Outs with 3.10d Atilt Saongbacks to be _ Zl: j 2
attached to weft at Oleo otter ads a Ietiraihed !y Weer entente.
• STA7E OF —
LOAD CASE(3) Standard
. 9v ••. / I;y, ; 7�Q :�
w tit^ •, '' ,� �� `r
1 A WARNING - Ver(Jy design pavamatera and READ NOTES ON THIS AND RLVERSE SIDE BEFORE USE.
e•elegg
6esyn vob tog. use an,, win Mnek cgsnnecton.Jhft dealcn it baud O-N upon po,ameten sown, and bJd, an hoNlGuel butloln0 component to pis
Nslpfied and kMab venColy. AppbODay Ot deagn ppl.n elen and gopM k,dOgpOlatbll of component ;e leaperlabmy of building aeWjnel nol'llVii
aboaly
Iml
deapnet, eloclnc Blown a Im Rita el subpart of tsdNldual web memeed only. AdOebnal lempotaly moclnc to Inau s, dwbc conmuclbn'4 the
GaDpnVD1111Y Or IM eteclol. Additional penman. ' bincln0 alibis Oyelal dwcnLe is the Ievoonabaly of the balldVp deabne.. Fog eenotol cubance
,eaolalna monc.tlon OVOay eol,l ql, ibmae, delvmy, etecibn and Dsocaa. consul CST." Cuelay Standard. OSI.69 hdalna Specebatlon, and Mn-al
MITak Industries, Inc.
wo,dnna V,,10,na and 1raeVV aeadmm.dtbn avabDb slam Musa e,cle Y,attluts. 563 O'Onoftb Orwe. Madison. WI53719.
JOD
Tms3
Truss Type
Cry
Ply
107XXXX
1074308
FLOOR
t
1
COMMON
RYLANO MANUFACTURING CENTER
2.100 a MiTek Inoustnes, Inc.
TueMar 15 07 -5112 1994 Page 1
2 3 4
3 a 7 a 9
p/
' V✓
NT
p
1
1 14
1312 11 10
yQ us
U5 35a
/NO
1�
t 610
F 11-0.4 i
a 10
5b10
Plate OOses (LeILTdP): 14:7.5,1.5
LOADING (ps)
SPACING 2-0-0
CSI
DER (in) (loc) VdeB
PLATES
GRIP
TOLL 40.0
Plates Increase 1.00
TC 0.16
Vert(LL) 0.06 6 999
M20(20ga)
25=16
TCOL 10.0
Lumber Increase 1.00
BC 0.40
Vert(TL) 0.07 13/14 999
BOLL 0.0
Rep Stress Ihcr YES
WB 0.46
P"Z(TL) 0.00 10 Na
BCOL 5.0
Code TPI
(Matra)
Min Length / LL dell - 360
Weight: 60 (Its)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3'E_lcept•
TOP CHORD Sheathed
Tt 4 X 2 SYP No.2, T2.4 X 2 SYP No.2
BOT CHORD Rigid ceitirg directly applied.
BOT CHORD 4 X 2 SYP No.2
or 10-00-00 on center
WEBS 4 X 2 SYP Wo 3
bractrg.
REACTIONS (IDsisi2e) 2=619103-8, 10=819NJ41
G
FORCES
TOP CHORD 1.2=7, 2-7=7030,7.4=-1030, 45=-1652,Sb=-7652. 8-7••1439, 7A=t439, 8-9=0, 9-70=72
BOTCHORD 10-11=885, 11.12=1652, 12.13=7652, 13-14=1475, 1.14--0
t
WEBS 2-14=1148, 3-14-210, 414=521. 4 13-207. 5-13-63, &12--19, 6-11=246, 7-11=174, &11=646, 8.10=1032
NOTES
1) Recommend 216 strongbacks; on edge, spaced at 10 feet on center and fastened to each t111ss with 3-10d nits. Strongbacta to be
.4
attached to wags at their Outer. eras Or restrained by other means.
2
LOAD CASE(S) Standard
U
s
o-
22
Joo Truss Truss Type Cty Py
107XXXX 1074764 FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 a MiTek Indu9nn, Ina Tue Mar 15 07:51:39 1994 Page 1
t-ba tbq
Yd 3X4 1+l X3 1"6 IA3 *A Wr
2 3 4 5 6 7 a 9
m
1 14 13 12 11 10
3xa us V5 I1w 3xs us
a -se
as-e
LOADING (east)
SPACING 2-0-0
C31
DEFL (in) (mo) Vtlell
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.18
Vett(LL) 0.09 12113 999
M20(20ga) 2581216
TOOL 10.0
Lumber Increase 1.00
BC 0.51
Ven(TL) 0.11 12/13 999
BCLL 0.0
Rep Stress I= YES
WB 0.31
Ha2(TL) 0.03 10 n1a
BCOL 5.0
Code TPI
(Matra)
Min Length / LL dell = 360
Weight: 59 (lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 -Except-
TOP CHORD Sheathed
T7 4 X 2 SYP Na2
BOT CHORO Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP N0.2
or 10-00-00 on center
WEBS 4 X 2 SYP Na3
bracing.
REACTIONS pb:him) 10-69011J$, 1=69040J-8
FORCES
"TOP CHORD 1.2=-72, 2J=0,.3.4=-1675, "-1675. 5-6=4010, 6-7=-1675, 7.8=-1675, 8-9-0, 9-10-72
BOTCHORO 10-11=1003, 11-12=2010, 12-13=2010, 13.14=2010, 1-140003 .
WEBS 1-3=1170, 3.14=783, 4-14 174, 5-14=-388,.5-13=12, 6-12-12, 6-11=J88,
7.11=-174, 8.11-783. 8.10-1170
NOTES
1) Recornmend 2x6 strongback , on edge, spaced at 10 feet on center and fastened to
each truss v.dh 3-10d nails. StrongbWk$ to be
attached t0 Ma113 at their outer ends or restnuned W other means.
LOAD CASE(S) Standard
J00 TNss I Truss Type
107XXXX 1074765 (FLOOR
'RYLAND MANUFACTURING CENTER
I e6
1X3 3X4
2 3
IT
tVX]
^I
G+v PN
COMMON
2.100 r
na0 i
1X3 3X3 3X] in
4 S 6 7
ek lndustnes, Inc. Iue Mar
3X4 1X3
a 9
1X3
1 14 13 12 11 to
3Xe ]%6 1X3 iX] 1X.1 3X6
12.11-0
e.a.e asa
LOADING (psf) SPACING 2-M CSI DEFL (in) (loc) WonPLATES GRIP
TCLL. 40.0 Plates Increase 1.00 TC 0:18 VW(LL) 0.09 12/13 999 M20(20ga) 258n16
TCOL 10.0 Lumber Increase 1.00 BC 0.51 Ven(TL) 0.11 12113 999
BCLL 0.0 Rep Stress I= YES WB 0.31 Hor1(TL) 0.03 10 rVa
BCDL. 5.0 Code TPI (Matra) Min Length f LL den - 360 Weght: 58 (I0s)
LUMBER BRACING
TOP CHCRO 4 X 2 SYP No.3 'E=ept' TOP CHORD Sheathed
T7 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied:
BOT CHORD 4 X2 SYP No.2 or 10-00-00 on came
WEBS4 X 2 SYP No.3 bracing.
REACTIONS (Ibsfsiie) 10=690/W-0, 1=69=-3.8
FORCES
TOP CHORD 1-2=42, 2-3=0, 3�-1675, 4-5=-1675.'5-6i--2010, 6-7--1675, 7.8=1675, 8-9-0, 9-10=42
BOT CHORD 10-11=1003, 11.12-2010, 12-13.2010, 13-14=2010, 1-141003
WEBS 1-3-1170. 3-14-783. 4.14=-174, 5-14 -388, 5-13-12. 6.12=72, 6-11=-388, 7-11=-174, 8.11=783, 8.10=-1170
NOTES
1) Recornmend 26 strongbacks, on edge, spaced at, 10 feet on center and fastened to each truss with 3-10d nags- Strongbackti to be
attached to walla at thw outer ends or restrained by other means.
LOAD CASE(S) Standard
1
r4
Job
Truss
Truss Type
Oty
Ply
147XXXX
1474764
FLOOR
1
1
POINT LOAD
RYLAND MANUFACTURING CENTER
2. 100 a MiTek Industnes, Inc.
Tue Mar 15 08:17:28 9994 Page 1
1-8-0. 1Si2.
I_ 1-aa I
' ]x3 lib ,i3 XM
Im =1 7x] 5X]
2 a 4 5
6 7 6 9
T
NiI
-1
1X1
11
0 1
1 14 13
12 11 10
]X6 3u IX1
3" 5X12 3X3
44i-6
,69-1 , 1212�
.
4�6
62.14 2.1-12
Plate OOsels (Len,Top):
LOADING (pst)
SPACING 2-0.0
CSI
DEFL (in) (loc) 9dell
SLATES
GRIP
TCLL 40.0
Plates Increase 1.00
TG 0.93
Vert(LL) 0.26 12113 574
M20(20ga)
258216
TCDL 10.0
Lumber Immse 1.00
BC 0.81
Velt(TL) 0.32 12J13 476
BCLL 0.0
Rep Stress Ina NO
w8 0.77
Ho (TL) 0.03 10 Na
BCDL 5.0
Code TPI
(Matrot)
Min Length / LL den - 360
Weight: 60 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 -Except-
TOP CHORD Sheathed
T7 4 X 2- SYP No. t
BOT CHORD Rigid ceiling directly applied,
BOT CHORD 4 X 2 SYP SS
ar 10-00-00 on center
WEBS .4 X 2 SYP No.3 -Except'
bracing
W114 X 2 SYP No.2
REACTIONS (lbsfs¢e) 10-170210-3-8, 1=877/0-3-8
FORCES
TOP CHORD 1.2=•96. 23=0, 3-4=-2566; 45=-2566, 5:6=3329, 6-7=-3329, 7.8-2947, 8.9=-2947, 9-10=-1684
BOTCHORD 10-11=0, 11-12=3260, 12.13=2566, 13-14=2566, 1-14=1328
WEBS 13s1548, 3-14 li . 4-14=-503; 5.13=-276,S-12=882, 6-12=332, 7-12=81, 7.11=363, 8.11=.1410, 9.11.3352
NOTES
t) Recommend 2)9 stni gbacl . edge, spaced at 10 feet an center and featel to eaotl truss with 3.10d nails Strongbwks to be
attached to waits at their oiler ends or rest2ined by other means.
2) CAUTION, Do not erect toms back ,ds.
r1
• LOAD CASE(S)��
1) Lumber Invease=1.00, Plate Irtcrease°1.00
lJnibrrn Loads (ID6 pull)
VM:2-3=-100.0, J�•100.0, 45=-100.0, i�6=-100.0. 8-7-100.0, 7A=-100.0,
e-9=•100.0, 10-11=-10.0, 11-12=-10.0.
1243=.10.0, 13-14v.10.0. 1.14=.10.0
Concentrated Loads (Ibs)
Vert:8=-1200.0
3
0
L
1
N
Fix
'
JOo Tnrsa
Truss Type
y107XXXX
a073648
FLOOR
In,
COMMON P370014
e I e 11us net, IM. I us mar It,age
3X3 3X3 1X3 3X3 1X3 3X3 3X3
B C D E F G H
N
�I
A L K J I
3X6 3X3 1X3 3X53X6
4:4:12 I 10-7.8
1
0+12 62-12
LOADING (pst)
SPACING 200
CSI
OEM (in) (]cc) Well
PLATES GRIP
TOLL 40.0
Pates Increase 1.00
TO 0.26
Veft(LL) 0.07 J/K 999
M20(20ga) 25E 216
TCDL 10.0
Lumber Increase 1.00
BC 0.49
Ven(fL) 0.06 J/K 999
B 1 0.0
Rep Stress, Ina YES
WB 0.24
Hoe ( ) 0.01 1 rVa
_
BCDL 5.0
Code TPI
(Mabof)
Min Length / LL deft - 360
Weight 49 Obs)
LUNMER BRACING
TOP CHORD 4 X 2 SYP No.3-Fxcept• TOP CHORD Sheathed
B414 X 2SYP No.2 BOT CHORD Rigid oeTng directly applied,
BOT CHORD 4 X 2 SYP NO.2 ar lOOODO an center
WEBS 4 X 2 SYP No.3 braclng.
REAC71ONS Obs/ab:e) 1=� A-5640438
FORCES
TOP CHORD A-B=m75, BCC, C-D-1304,.D-E=1304, E-F=1272, F-G-1272. C—H=O, 144=73
BOT CHORD I.J-794, J-K-13D4, K4.=1304, A4,=798
WEBS A-C-931, C-L=590, D-L-220, E-K-63, EJ- 37, F.1=210,.G J=557, GI=926
NOTES
1) Recor enend 2x6 strongbacla, an edge, spaced at 10 feet an center and fastened to each truss with 3-10d nails Stro gbado to MAR 18 1994
aG
be waft achad to waat their outer ends Or restrained try other intent
LOAD CASE(S) Standard
,,,\,s\IIIIIII/t1110/
�.f oy'".
.••t pie
Ygel
*=lSTEPHEN'4V. * = ,•'�`oQ s�N.s7
CABCEA = c 00 f�'FQ•,9(�r
er ��Q�iG
er Na
re
fill I it
A WARNING V ,vu d..ipn pa.vin.t.re and READ NOTES ON TBIS AND REVEeee SIDE BEPORE USE
betpn e.fd for we .0 an Mnex Con.for. ihY aefgni DOwtl onN aeon "poneween, mown, Ontl Y.fq an btlNqudl building Oomponenl to be
Ingaeee and eod died vellgaH APpaaabelV of tleegn palOtnaen and dooat Mcdpdolbn of component s IstaOpilbai✓.1 a,smno amp el nat run
��..
dr, eonen. slocing mown Y ld Welal i ppo l Of btlNqual b menetm i O N Adalignal lempdor, Waeep to btu a O.caly tla bg co of CIbn.Y ine
utaonuaWlV of In. etedd AGaagndl pelmanenl DrocYp of IM ovetae alucluro Y the ieipdnlbMV Ol the bu0dN0'tlwgne, idt general puaance
egalaba 1=11C.110n, 1.01 Conran adpge, aslvery, alectbn and,oeocind. roman Osl-!b Ouolay Standard. oss-ay tracing; Sp.DfacaHon, and HIs-e1 MITak Industrloo. Inc.
Handlnb INIaNrq and hd:bq Y.Cemmergalgn avertable ram lrya Fain baaYl.. 5113 O'OMeb O/Ne, Mod"n, WI $3719,
127XXXX I1274765 FLOOR a I 'PN GIRDER
RYLAND MANUFACTURING CENTER 2.100 a MITeN Indus Ines, Inc. Tue Mar 15 08:15'.51 1994 Page 1
t�-0-0T1-1.12—) _ 1� _ 1-} 1 1.1.12
3X3 3X4 =1 3X3 ]%] 3%] 3X3 3X4 1X1
2 3 4 5 a 7 a 9 10
1X3
1 14 13 12 11
US 3Xa 3X5 Sze 3Xa
F- 12-12 6541
1 3a-4 1 1212114
12-12 12-t2.
12• t3 12.12
LOADING (pst)
SPACING 2-0-0
C51
DEFL (in) (Ice) Well
PLATES GRIP
TOLL 40.0
Plates Increase 1.00
TC 0.15
VW(LL) 0.09 6 999
M20(209a) 256/216
TCDL 10.0
Lumber Imrease 1.00
BC 0.49
VenjR) 0.13 6 999
BCLL 0.0
Rep Stress I= YES
WE 0.28
Har2(TL) 0.03 11 we
BCOL 5.0
Code TPI
(Matra)
Min Ler1gm / LL Cell = 360
WeighC 64 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR No.3 -Except'
TOP CHORD Sheathed
T7 4 X 2 SYP No.2
BOT CHORD Rigid ceilug directly applied,
BOT CHORD 4 X 2 SYP No.2
or10-00-00 on center
WEBS 4 X 2 SYP N0.3
INacug.
REACTIONS Qbstwe) 11=6901D•3.8, 1-690/0-3-8
FORCES
TOP CHORD 1-2=75, 2-3=0, 3.4=•1516, 45=-1516, 54is2043, 6-7=2043, 7-0=1516,
8-9=1516, 9.10=0, 10-11-75
BOTCHORD 11.12-993; 12-13=1943,13-14=1943, 1.14=993
WEBS 1J=1161, 3-14-678. 4 li 149, 5-14=-094,5-13=126, 6-13=121,
7-13=126, 7-12�94, 8-12-149, 9-12=678,
9-11=-1161
NOTES
1) RecommerW 236 strergbacks, on edge, spaced at 101eet on canter and fastened to each truss v.1013-1 Od mails Strongbac" to be
adacneo to walk st dwir lwter encli or rastmined by Other means.
LOAD CASE($) Standard
=A—
�
PN
FLDDR
1
1
COMMON P3.a343
RYLAND MANUFACRJRING MIDJJE6T 2100 a MRek Irtdultlner,, Ir14 Thu Jan 13 15:36:21 1994 Page 1
1-02 1 I 1.1-A
3X3 =1 Im 3X3 17a 1X] 1X7 37A 1X3
B C D E F G H I J ,
1X3
TI
NI
1
A O N M L K
'3X6 wo 1X3 3X3 3X5 UB
0.2.10 + 111-12
1
6.2.10
1
LOADING (psi)
SPACING 2-"
CSI
DEFL (In) (bc) Vde6
PUTE3 GRIP
TOLL 40.0
Plater, Inr4eeM 1.00
TO 0.33
Vert(U) 0.15 UM 999,
M20(209a) 25=16
TCOL 10.0
Llanoer Irlcrzma 1.00
DO 0.67
Veft(TL) 0.19 UM 890
BOLL 0.0
Rep Strew I= YES
WB 0.37
HOr2(TL) 0.03 K rVa
BCCL 5.0
Code TPI
(Matra
AMLen901JLLde11,e-4
Weight: 65(Ilia)
LUMBER BRACING
TOP CHORD 4 X 2 SYP Nm3,4mepr TOP CHORD Sheathed
BJ 4 X 2 SYP No.] BOT CHORD Rigid csBn9 dinw* applied,
SOT CHORD 4 X 2 SYP Nat or 104110-00 an center
WEBS 4 X 2 SYP N0.3 bacov.
REACTIONS (bafsla) Ka757AJ-8. A-75710-S8
FORCES
TOP CHORD A$e-71, &C--O, C-0-1887, D£s1887, E-F=2407, FGa-2407, CsF0 19OZ Ws,1902, F,FO, J-K-71
BOT 04ORD K1r1120, L•M-M7,M-14-2407,.NGy2407, A4+1115
WEBS A-C-1300, C4:901, D-C-148, E-0-601, EA�84, F-M-63, GM=81, G1-N507, H1=159, 11=912, N(=1306
NOTES •,`,,,,��
1
strongtarJq cn M9q ,paced at 10 feet an caac and fartaad to each truss with 3-10d nail : ..y..C��'�•r'�i
Rlxanmatd 2X6 Stragoaclls to Da Q� ,
attacIAW to walls at their outer rhos or restrained by e01er meara
•��\S i ���: •, 9
�'\�'•
••
• Qv
LOAD CASES) Stendam ' j
:U*l
• STATE CF
'31 :/VOI
"auataA�"
i�eecale].aaet,�i
i
Its 11
��,,,•7,RF :i357T O •W?
L `F
®WA NG - VrriJY,drr/gn Pohssh,rtrrr and READ NOTES ONTNTS AND REVERSE SIDE BEFORE. USE. awassewr;:.
5e3✓]n 011tl l01 Yle On nn Mites c0 neClop: nrb Oe43jn a bdie0 OnN-0ben vaicmetrim Nov aM a.to On iul Ou.l DwY]NQ camoonenl Wbe
h"cime , Ono bOOeO IICOM.. Aowtcoasm, 61 tlMkJn pOlOmelen Ona succor 0bc0 co Olof cornOonenl X IefoOnscaly of buicanc Oe51,7ne1 . not Jlu3F
Ge3lQllel aIOCNQ NO n 6 1pl ble101 FUODOII'Of 4,ONI000I vro rnr,hoison.OhN. AddItb OI I maOlO Y bIOCInQ 10 Mule SICCWIY during COMVIUCtbn n rho
I Y.00nYbY,IV OI the .1 etUv AO011sOn.1 ylTonenl ol111nQ Of the O elo9 nlVClulo k the Ie3bOn3blMlV 01 Ine OuIbNQ Cetgnel. FOf Qene101 9U400ce Ml
AQydinQ ICbzclbn.'OVOUN'Conucl,v0l0Qe. Oeuv! Y. o..1,Cn and blacn0. coh1,11 QSLae Qu.tA, nandet0. OSLev if0c1-0 SH 01.bn0n. Old HIS-01 MITek Industries, In C.
.anannO Insmnlna Ona',Praellp.4riCem mM,Oorlen ov011pob uom HVs, FIOIe Nurl V1e. 5 30 One lrlOOme:'A.... h , Nl
J 0 Truss Tnna Type
Oty
pty
107XXXX I1075262 FLOOR
1
1
COMMON P343344
RYLAND.MANUFACTURING MIDWEST 2.100 a MlTek Incustnes, Inc. Thu Jan 13 15:36:a0 9994 page 1
1b0� 14- =12-i
]%5 5X5 1X1 310 13] S1CS 1X1 3%4 1X3
B C 0 E F G H I J
aX3 JX7 1X]
A O N M L K
3" 3X5 1X3 3X3 3X5 3Xa
64-10 14412
a+10 7i
LOADING (PSI)
3PACWQ 24}O
C31
OEFL Qn) (lpc) Vdell
PLATES GRIP
TCLL 40.0
Plata Itlamfe 1.00
TC 0.29
Velt(LL) 0.14 LIM 999
M20(20ga) 258n218
TCDL 10.0
.Lumber. Irlcrlaae 1.00
BC 0.66
Verl(TL) o.18 L/M 923
BOLL 0.0
Rep Sbm Incr YES
WB 0.36
Haz(TL) 0.01 K r✓a
BCOL 5.0
Cafe TPI
(Mebm
Min Lerp017 LL de0 - 240
Weight 68 Men)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3-E=ept- TOP CHORD Sheathed
B�J 4 X 2 SYP. No.2. T2 4 X 2 SYP Nat SOT CHORD Rigid ceiling dllMry applied,
BOT CHORD 4 X 2 SYP Nat Or 10-00-00 an center
WEBS 4 X 2 SYP Na3 wiscin0.
REACTIONS QIu/size) B-749r038. K-749A3d
FORCES
TOP C HORD A-8-667, B-P2, CO--1923, O E-1921, E-F--2357, FG--2357, G 1--1976, FH--1876, WOO. J-K--71
BOT CHORD K4L-1107, L-M> =17, M444=7; 1404A57, A-0-1232 11F'` ririrJJJi
8- WEBS A1393, C-0.797. D-011OZ E-C-521, E44=64, F-M-69, GM-70, G.L--492. H-L-160, I-L-W7, FK--1291 ,•i1t1 N
,, • Y l C Je
q•?'j •,1,
NOTES ,. SOY• - , -..
1) a erand taetened to each bn with 3-10d rails. Stralgbacla tD be y�e;15 i EZ ".: p
atatr�wedge,
allowed to waft OfUlel' Well or nedmisted ft�. en
No.
LOAD CA3E(S) Standard zo z
= • STATE OF 2
I:;vJI.Ct :'asr'
J.,,J a.NA l E
II y11J1NJ\ �y
e••rki �eOJIJJIJJJi
to
e
/• '-
J. J
u
I
11
A WARII - V.r1 fy dsdpn you a t-r- aaW RE" NOTES ONTffiS AND RE VEP-W SIDE BEFORE. USE.
Detlan y.W all fne Orky wan Ma-k COn.'Ofpr. the design t. bCiea a" upon DanOmelen 0ww0. an0 bta an InCNfO.a*.Wino componenl la ba
bilofed and knob velflcaN.", ADpJCODaIV of detlan aannlel-a and x.0 InCVPO,.Ib 91 COm POff-nl b leiDO .*lily Of t uSakn deign-f - no' f—
d-tlanel. Mac., .fawn k fOr blMal Npmn at mNiau i W-b m.mbet, Only. Acadia.] tempaOry aOCYn-I- Ini.n- adC®y d-Ino —01ctbn k Ihs
Ietpon.balV OI the eie lot. Addllb l DefmOnenl dooM9 OF Ih* Ovaa1 pfVCtVls k'ih. lafOpnbply OI in. b.iaba deilbnel. F., 0en-IOf Oum.nce
leaaldyn somicatbn. Quaff, eonnCl tlwaae, d."N. aecika anal Df0*in4 camera OSI-ee Ou.my Mando,d. DS11-80 freakfa Sp-cMcalbrt and HIS-91 MITek Induatrloa, Inc.
"u,ORW nallin, oM JroCYn Y-COmmerWallen OvabDl- IIOm flue fale tal.um. 3 D'On011b OfM. Maaean, WI U719.
boat Type Cry PA,
=_107
FLOOR 1 1 COMMON
P343J46
YCANO MANUFACTURING MIDNEST 2100 a MITek Inalutnee, Ina, Thu Jan 13 15:37:30 1994 Papa 1
WO 3X5 1X3 am 3X3 1X3 ]%] DO us 1X3
B C D E F G H I K
1a
N
'1
A O P O N M L
])(8 3X8 1X31X3 3X5 US 3m
164t2
15412
Plata OBaeta(LelLTOP): M2.5,1.5,.0:3.5,1.5
LOADING (p d)
TCLL 40.0
SPACING 2-0-0
cat
DEFL (in) (loc) gdell
PLATES GRIP
TCOL 10.0
PNtes Income 1.00
.Lumber Increase im
TC 0.31
'BC 0.76
Ved(LL) 0.17 NIO 999
Vert(TL) 0.20 N/O 866
M20(20ga) 258216
BOLL 0.0
Rep Stress lrgx YES
WS 0.41
He z(TL) 0.04 L We
BCOL 5.0
Code TPI
(Ma111YQ
Min Length / LL den a 240
Weight 71 (Ibs)
LUMBER SPACING
TOP CHORD 4 X 2 SYP No.3 Smept• TOP CHORD Sheathed
B4( 4 X 2 SYP Nd.2 130T CHORD Rigid Mill g directly VpOed,
SOT CHORO 4 X 2 SYP Nat
ar 10-00-00 an center
WEBS 4 X 2 SYP No.3 Drochq
REACTIONS Pfiftiie) L-81ZlO--8, A-812A3A
FORCES
TOP CHORD. A-13 72, BC-0, C-0 -2074, D-Ea =4, EFe-2664, F-G=-2847, G-10-2847, FH=2082, W. 2082, J-K=O, K L,72SOT
yttrl r rtrr
CHORD LA-(?1407, 0 1"
WEBS C ?. D�-838, EC=-881. E 1� OB F 86,'F-N=212, G 207. H Ny280. H-M=813. 4M=-171. �•`�t,�LK W (.','
1M>r1020, J-L>7408 �` �2 • .9 �i
• yt:
NOTES ����srEpF.��
1) Reco thend 2dStraw atrbrgb
on edge, d 10 erW fa9med m eeatl tr11aa Wltll 3.10d rwh badm m bt, No.
heQ nc rnii.
fAer few b
eaacnee m welb et their outs ends «reatreined by other nleerla M 12 =
LOAD CASE(S) Stantland - '_ .• STATE OF
e
y�FSSrONAt
E.G\\X
Srp15564atarq
Q1r
EM
--lt
A WA NC - VerJJg defdgn parctS ftf f, and RLAD,NOTLS ON TB7S AND RLVaSR SJDS BLlORL.t7SL.
Defgn volk] br ufa onN Wan Mae[.conneclO,f. Ibb aeabn Y Dated only upon pa,.rnwm, mo,en, and 1, 1. an InaNWual buadyq camPonenl to
u,lb4a and baaeC v.nlcpN AaP.apblMy of aeYan palamslen and pace, Tcalpa.lion ol. cpmpanenl Y IMOOnfIDW1y al bulldtrg aei13ne1 - not tnly
detlgna B .clot. Mown IfId btetal fuct otl of hdNldWl web ms be f o N., Additional lempa,ary b,oclM1p to In we V.bMV d.n g c6n00albn bibs
IelpdnybYllY OI the l.tat Additional pe,mdnelnl b dcing of IM o wLfbuClwe If In. rospaMlbmly al In. D Wing d lbjne , fd, aene,al pubance
le0am a tabrcalbn, auaay cameo, fro ape, deavery s$e Ildn and D acing, codfua QSI-aa Qualitynonacid. DSPaa Srdcl,q Spectacaflon, and aN-el MITak Industries,Inc.
Nonduna Intlal.nd aM r,dding Yecom I rns atian a, aftow aomlmY Role Ntlllule, 5 O'Onoeb Dtwe. MDdbn. Wl53719.
job Truss Truss
107XXXX 11074052 FLOORya 11 I.1 N COMMON
1-Ld 1�12
= 1
3m
IX3 3X3 IX3
=1
IX3
2
3
. s
e 7
s
v
N
TI
IX3
1
12 it
10
a
3Xa
]23 tm ]Xa
US
4-7.44
6614
LOADING (ps1)
SPACING 2-0-0
CSI
DEFL (in) (toc) Yd0
PLATES GRIP
TOLL 40.0
Plates Increase 1.00
TO OJ9
Vert(LL) 0.09 10/11 999
M20(20ga) 258/216
TCOL 10.0
Ltanber IIdREae 1.00
BC 0.57
Ven(TL) 0.11 70/11 999
BOLL 0.0
Rep Stress Ina YES
WB 0.27
Horz(TL) 0.02 9 Na
SCOL 5.0
Cotle. TPI
(Matron)
Min Lengtl /,LL tlell = 360
Weight: 50 obs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 'Except'
TOP CHORD Sheathed
T7 4 X 2 SYP No.2
BOT CHORO Rigid orelalg ditectly applled.
BOT CHORD 4 X 2 SYP Not
or 10-00-00 on center
WEBS 4 X 2 SYP No.3
bracing.
REACTIONS (lbs/sae) 9=59210JA, 1=592/O.3-8
FORCES
TOP CHORD 1-2=-79, 2-3=0, 3.4=-1430,.4S=1430, 5-6 -1371, 6-7=1371, 7A=0, 8-9=73
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) Recornmend 2x6 stmrgbacla. on edge, spaced at 10 feet on "raw and fasterleo to each truss with 3-1 Od nails. Strongbaclo: to W
attached to walls at their outer ends or restrained b/ other means.
LOAD CASE(S) Standard
Job
Truss i Truss Type
OTY Pty
107XXXX
1074053 i FLOOR
1 1
COMMON
RYLAND MANUFACTURING CENTER
2.100 s M.Tek Industries,. Inc. Tue Mar 15 08:39:1 11994 Page 1
1,&a
I-s12
5X6 2X5
U3 =1 IX3 ]XJ 1X]
5X5
2 ]
4 3 6 7 a
?]X]
V
X3
1 13
12 11 10 8
aX5 3X6
fXa Im 2X5 ]%6
F1141
+ 11-1.12
41041
636
Plate Offsets (LeB,Top): 13:3.5,1.5
LOADING (psp
SPACING 2-0-0
C51
DEFL (in) (loc) War
PLATES GRIP
TOLL 40.0
Plates Inueaae 1.00
TC 0.25
VafI 0.07 10/11 999
M20(20ga) 258,216
'
TCDL 10.0
Lumber Increase 1.D0
BC 0.49
Ved(TL) 0.0810111 999
BCLL 0.0
Rep Stress Ina YES
WE 0.42
Hom(TL) 0.01 9 Na
BCOL S.0
Code TPI
(Matm)
Min Length / LL dell - 360
Weight: 55 (Ice)
LUMBER
BRACING
TOP CHORD 4 X 2 SYR No.3"Except•
TOP CHORD Sheathed
Tt 4 X 2 SYP No.2, T2 4 X 2 SYR No.2
BOT CHORD Rigid ceiling directly applied,
130T CHORD 4 X 2 SYR No.2
or 10-00-00 on center
WEBS 4 X 2 SYR N0.3
bracing.
-
REACTIONS Qbs/siae) 2=58710JJ,9=587/0-3.8
,O
(`
y
FORCES
TOP CHORD 7-2=13, 2J=951, 3<=951, 45=-1429,5E=-1346, 67,=-/346, 7A=o, 8.9=-77
BOTCHORD 9.10-832, 10-11-1429. 11-12=1429, 12.13=1429, 1-13=0
WEBS 2-17=1059. 3-13-194, 4-13=554, 4-12=78, 5.11=52, 5-10=-96, 6-10=-204, 7.10-599, 7-9=-971
�))J
NOTES
1) Recommend bS strongbatla, on edge, spaced at 10 feet or1 center and fastened to each truss with 3-1 Od nails. Sbongbacla to be
l
2
attached to waus at their outer ends or restrained by other means.
ti
LOAD CASE4S) Standard
3
N
t`
Job. Truss Truss Type Oty Ply
147XXXX 1474057 FLOOR I 1 POINT LOAD
Iaaa� '.64 ,M t�Z
Sk8 U7 lX3=1 =1 W 3k4 Im
2 3 4 S a 7 a 9
v
NT 1Xl
^I , G 2
1 1 15 14 13 12 11 ,b
379 WI US Im Im ]lti ]Xm
,Sot I 11-1.12
.
1J-a 41/f4
LOADING (psf)
SPACING 2-"
CSI
DEFL (in) (loc) Well
PLATES GRIP
-TOLL 40.0
Plates Increase 1.00
TO 023
Ven(LL) 0.08 11/12 999
M20(209a) 2581216
TOOL 10.0
Lumber Inmmse 1.00
BC 0.S3
Velt(TL) 0.09 11112 999
BOLL 0.0
Rep Stress lncr NO
WB 6.36
Hora(TL) 0.02 10 n/a
SCOL 5.0
Code TPI
(Matra)
Min Length / LL dell - 360
Weight: 58 Qbs)
LUMBER BRACING
'TOP CHORD 4 X 2 SYP No.3-Excmpt- TOP CHORD Sheathed
T7 4 X 2 SYP No.2 BOT CHORD Rigid ceiling dbec8y applied,
BOT CHORD 4 X 2 SYP N0.2 or 10-00-00 on center
WEBS 4 X 2 SYP No.3 bnKOV.
REACTIONS (IDs/=e) 10=66".3.8, 1-122110.3-8
FORCES
TOP CHORD 1.2-36,.2-3=0, 3-0=-1742,.45=-1742, 5G=-1859, 6-7=-1594, 741=-1594, 8-9.0, 9-10=-72
BOTCHORD 10-tt=%1, 11-12=1859, 12-13=t B59, 13-14=1859,.1415=1223, 1-15=1223
WEBS 1.3s1698, 3-15.14, 3-14-594, 4-14=.86, 5.14=-259, 5-13=67, 6-12=-14, 6-11=JO6, 7-11=-183, 8.11.738,
8.10=1121
J
NOTES
1) Recommend 24 strongoac9s, wedge, spaced at 10 feet on center and fastened to each wss wile 3-10d nails. StrbhgbacMa to t>a
attached to walls at their Outer ends or restmined by other means.
2) CAUTION, Do not mrect Inns backwards,
80
LOAD CASE(S)
1) Lumber Increase=1.00, Plate Increase-1.00 -
Undohn Loads (Ibs per 8)
Ven:2J=•100.0,,3 = 100.0,..45-100.0, 55=100.0,.6-7z100.0, 7-0:100.0, 8.9•-100.0, 9-10--100.0, 10-11=-10.0,
11-12• 10.0, 12-13-10.0, 13.1 = 10.0,.14-15--10.0, 1.15--10.0
3
Concentrated Loads (IM)
Ven:3=-700.0
J00
107XXJfX'
Truss
.1077461
Truss Type
FLOOR
Cty
1
Ply
1
COMMON
RYLAND MANUFACTURING CENTER -
2.100 s MlTek Industnes. Inc. Tue Mar 15 08:47:08 1994 Page 1
14WI asa
I.74
SlU
37.311U
3M
W
3%] IX
2
3 4
5
a
7 a
P
lV
1T]
1
12
11
10
9
ud
13
Im
3Xa
us
9de
922
LOADING (psf)
SPACING
2-0-0
OSI
OEFL (in) (loc)
le"
PLATES GRIP
TCLL 40.0
Plates lnuease
1.00
TG 0.58
V n(LL) 0.09 10111
999
M20(20ga) 25=16
TCOL 10.0
Lumber Increase
1.00
BG 0.55
Veng-) 0.10 10/11
999
BCLL 0.0
Rep Stress I=
YES
WE 0.23
Hoiz(TL) 0.01 9
Na
BCOL 5.0
Code
TPI
(Matra)
Min Length / LL dell - 360
Weigh: 45 Qbs)
LUMBER BRACING
TOP CHORD 4 X 2 SYR No.3 'Except' TOP CHORD Sheathed
T1 4 X 2 SYP No.2 BOT CHORD Rigid ceiling direcW applied,
SOT CHORD 4 X 2 SYP Ne.2 or 10-00-00 on center
WEBS 4 X 2 SYP No.3 we".
REACTIONS (Ms/size) 9-513/0Jd, 1=513/0-0-8
FORCES
TOP CHORD 1-2=-78, 2J=0. 3.4=-990, 4-5:990, 5- i-1118. 6-7=-1118. 7-8=0, 8.9-74
BOT CHORD 9-10.711, 10-11=990, 11-12=990,.1-12=736
WEBS 1-3=.863, 3.12=586. 4-12=-409, 5-11-102. 5-10.148. 6.10=240, 7.10.474. 7-9=-829
NOTES
1) Rerommend 2x8 strorgbad¢, on edge, spaced at 10 feet on center and fastened to each Ness with 3-10d nails. Stlongbacb to be
anached to walls at lnev outer ends w restrained by other: meam.
LOAD CASE(S) Standard
Job
107,
Ttuss
1072517
Truss Type
FLOOR
Oty
1
ply
1
COMMON
RYLAND. MANUFACTURING CENTER
2. 100 a M.TeX Industnea, Inc. Tua Mar 15 OB:49:ID 1994 Pace 1
SX9 in
in
3X3 in
2 3
4
5 6
v
V
1X3
1 a
a
7
3s6 DO
31L1
3%6
7J
LOADING(PSO
.SPACING 2-0-0
CSI
DEFL (in) (loc) VdM
PLATES GRIP
TOLL 40.0
Plates Increase 1.00
TC 0.29
Ven(LL) 0.03 7/e 999
M20(20ga) 258218
TCOL 10.0
Lumber Inlcrease 1.00
BC' 0.24
VertM) 0.05 7/8 999
BCLL 0.0
Rep Stress Ina YES
WB 0.27
Hb (TL) 0.00 7 n1a
BCOL 5.0
Code TPI
(Many)
Min Length / LL tied = 360
Weight: 36 Qbs)
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 N0.2
or 10-00-00 on txraer
WEBS 4X 2 SYP N0.3
br—rig.
REACTIONS pbsh¢e) 7-38010-3-8, 1=380AJ-8
FORCES
TOP CHORD 1 Q=d80, 2-3 598, 3�-596, 45=598, 5-6.0, 64=-06
BOT CHORD 78m92, 8-9=596, 1.9-0
WEBS 2.9e670, 3-9--256, 48=82, "-122, 5-7=573
NOTES
1) Recommend 2X6 stnongbaclu, ch edge, spaced at 10 feet on center and fastened to each Innis with 3-10d nails. Strongdaclts to be
0
attached to walls at their 4tner ends or restrained by other means.
i
LOAD CASE(S) Standard
�
�t
Tnnu, Truss Type
127)0= 11270834 I FLOOR I aY I PM I GIRDER P347456
,MI"I I4b
3X7 SlO 3)O
B C D
3Xa Mal
LOADING(pd)
SPACING 2-"
CSt
DER (In) (]cc) Won
PLATES GRIP
TCLL -40.0
PTetes Increase 1.00
TC 0.29
Vat(LL) 0.00 C 999
M20(20ga) 258216
TCOL 10.0'
Lumber Increase 1.00
BC 0.78
Ven(TL) 0.01 VA 999
BOLL 0.0
Rep Stress Ina NO
WB 0.17
Horz(TL) 0.00 E Na
BCOL 5.0
Code TPI
(MaI114
Min Length / LL dell a 240
Weight 17 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 •E=W'
TOP CHORD Sheathed
B0 4 X 2 SYP Na2
BOT CHORD Rigid ce+0^9 diiectty applied.
BOT CHORD 4 X 2 SYP Nat
or 1040-00 on order
WEBS 4 X 2 SYP Na3
blaring.
REACTIONS (IDahize) Ea48844", Aa655rOJd
FORCES
.D-E=-148
�RRDD
AO6B-P10
WEBOT BS E
,"'`OIWAIW'IC iQ(,,''
Ter '•
NOTES%CrV
,� .•••.j . fc9 .
�pG�•.
1) Recommend 2ffi strongbackk an edge,'spaced at 10 feet on center and fastened to each twa with 3.10d nails. Strongbacb to is
atb=hed to walls at their outer aids a restrained by other reseals
2) CAUTION, Do not erecr buss bwk* rda
— -
LOAD CASES)
- a Si-TE OF a C
.d +• 7 ^�
lrnaeesc 1.00
7)L�m,IrweaseelLoads
(ft �OPiste
'. ••• '
Verf:810+200.0. C)-200.0, A-E-10.0
r'N
- %� +
�Srt�aal/�ir
Corlcermeted Loads (ICI)
ssssss� ;', GN``'O
.o
k d STEPHEN W. • �c
�L
JAN 31 1994
AIVAWHNG-.Var(Jy Gdpn Parcrose.ra and READ NOTES ON TWS AND REM= SIDE BETORL USE.
Defy ab bl we onN vdh. Mlfek connecfoli Taft dedpn Is bated ont, upon pa,amefed. pfoum. and Is lot an lnd k of p bbp'Como,"enl Io.De
btlebd and boded VenICaN. AOpacaaaty of dedpn pobn melen and pops cofpaafbemp n of conenl a Iefponnbaly of bubina ofngner .. putt
II. aetpnm. Mooing xh.vn a 10,'blefal fcppoll of 1ndivia.1 W.b ..moan only. Aoldabnal tempo oN blocbG fo Inmf. 006111y dulk,a conamclbn If me �.
letpandbaly of IM„aleala Addabnel palman.nf placep',of Ina ove,al shuau,a k'In. l.fpon,,efy of Ind bubeW deFldne. F., denial culdance.
jeda,obaIopballon, away conlla do,ade. 0*MN,. OIOCtIon find b,Cclnd, Conj, OSpaa Outlay Slanda,d, OSS-39 4cc.d $p Iflcallon. and NIS-eI MITek. industries; Inc.
Nanallnd Vu1014na Ond bacup S,commwgWloa avobbN npm Tmu Pldf. wiIXW s. SaS D'Olwab OM.. Madeon. WI5371a.
Job
Truss
Truss Type
Cry
ply
147XXXX
1474461
(FLOOR
1
1
POINT LOAD
RYLANO MANUFACTURING CENTER
2.100 s MRek Industnes. Inc.
Tue Mar 15 08:5412 1994 Page 1
sot 14 4 .
us 2X] 3X)
I" 2i] 2tt3 rl6 iS]
3 l
2
C1
1X3
1 14 13
12 11 10
3%] us Im
m 4X7 iXa
9 12
12-1-12
9 12
2-514
Plate Offsets (LefLToP): 11:3.0,2.5, 14:4.5,1.5
LOADING(psf)
SPACING 2-0-0
CSI
DEFL (in) (lac) Ildeff
.PLATES
GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.88
Vert(LQ 0.11 11/12 999
M20(Xga)
258/216
TCDL 10.0
Lumber Increase 1.00
BC 0.95
Vert(TL) 0.2611/12 530
BCLL 0.0
Rep Stress Ina NO
WS 0.58
Hb2(TL) 0.02 10 Na
BCOL 5.0
Cade TPI
(Matrix)
Min Length / U. deft - 360
Weight: 61
(lbs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP N0.3 -Except-
TOP CHORD Sheathed
Tt 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 No.1
br 10-00-00 on center
WEBS 4 X 2 SYP No.3
bracing,
REACTIONS obs/sde) 2-795M.3-8, 10-1188/0.3-8
(Q�
FORCES
V
TOP CHORD 1-2=24, 2-3=1308, 3. ---1307, 45-2362, 5.8-2362, 6-7-2544, 7d=2544,
8-9=0, 9-10=-76
�
, BOT CHORD 10-11-1822, 11-12=2717„12-13=2362, 13-14=2362, 1-14=
b
WEBS 2.14=1458, 3.14=-107, 4-14=1220, a13-218, 5-12.84, 6-12-414,
6-11=200, 7.11=-766, 8-11=1185, 8-10=2133
NOTES
1) Reccrninend 2X6 s"Nbabks, on edge, spaced at 10 feet on center and fastened to each trusts with 3.10d nails. StmngbW to be
attached to walls at their biller ends or restrained by other means.
`
2) CAUTION. Do not erect Intas backwards
LOAD CASE(S)
1) Lumber trlaease=1.00, Plate Incraasii
-
-
Unifb(hl Loads ([be per 8)
N
Ven:2-3=-100.0, 3-4=100.0, a5•-100.0. 5.6=-100.0, 6-7=-100.0, 75=-100.0, 8-9=-100.0, 9-10=100.0, 10-11-10.0.
i
11-12=10.0. 12-13=-10.0. 13.14=-10.0, 1-14=-10.0
Concentrated Loads (Ibs)
VM:7=400.0
tY
1
N
Zr
JOD' TNt,t, Truss Type cty Pry
107XXXX 10706a0 '.FLOOR 1 1 COMMON
RYLAND MANUFACTURING CENTER 2.100 sMiTek Industnes, Inc. Tue Mar 15 03:56:13 1994 Page 1
2.14
us x]
2 3
P
V x]
�I t
4
2.7.4
2-7.4
LOADING'(psf) SPACING 2-0-0 CSI FL
(in) 0oc)' I/de3 PLATES GRIP
TCLL 40.0 Plates' Increase 1.00 TO 0.01 Vert(U.) 0.00 3 999 M20(209a) 25S1216
TCOL 10.0 Lumber Increase 1.00 BC 0.03 Ven(TL) 0.00 4y1 999
BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(TL) 0.00 4 Na
BCDL 5.0 Code TPI (Matrix) Min Length y LL call - 360 Weight: 14 (Ibs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3'Except' TOP CHORD Sheathes
TI a X 2 SYP No.2 BOT CHORD Rigid ceding directly applies,
BOT CHORD 4 X 2 SYP N0.2 or 1040-00 on center
WEBS 4 X 2 SYP N0.3 bracing.
REACTIONS (lbstsize) 4-123/0-3-0, 1=123/0J41
FORCES
TOP CHORD 1.2=-111. 2.3-0. 3.4=0
BOTCHORD 1-"
WEBS 2.4=AB
NOTES
1) Remornmend 2x6 strorgbacks, on edge, spaces at 10 feet on center and rzstened to each truss wN13-10d nails. Strongbacks to be
adan2ied to walla at their outer ends or restrained by otter meant,.
LOAD CASE(S) Standard
r
N
a
Job
Truss
Truss Type
aY
ply
147XXXX
147600t
FLOOR'
1
1
POINT LOAD
RYLAND MANUFACTURING CENTER' 2.100 a M1TeM Industnes, Inc. Tue Mar 15 0858:51 1994 Page 1
• 6X9 Ix55X5 ]%0' IXd LC1 1X0 ])Ll XCI 4u 1X]
2 3 4 5 e 7 e 9 10 11 12
,nn
Nj
IJCJ
1
I is 1e 17 la 15 14 13
=1 5X12 0X5 ]x] 1X0 w 4X9 IX6
2-10-1 I 611.14 I 12-114 1640
b,Od 4410 5.11.10 10-a
Plate OBaets(LeB,Top): 4:2.0,3.0, 14:4.0,2.5, 18:3.0.1.5, 19:7.0,3.5
LOADING (psl)
SPACING 2-M
CSI
DEFL (In) Doc) Vded
PLATES GRIP
TCLL • ADO
Plates increase 1.00
TC 0.64
Ven(LL) 0.20 15118 928
M20(20ga) 25a1216
TCDL 10.0
Lumber, increase 1.00
RC 0.72
Ven(TL) 0.3915116 481
BOLL 0.0
Rep Stress lncr NO
WB 0:76
H=(rL) 0.00 13 Na
SCOL 5.0
Code TPI
(Rlabbn)
T
Min Length 7 LL dell - 360
Weight: 81 Obs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3 'Except- TOP CHORD Sheathed
T1 4 X 2 SYP N0.2, T2 4 X 2 SYP No.2 BOT CHORD Rigid oteing dlrectty applied,
BOT CHORD 4 X 2 SYP SS or 10-00-00 on center
WEBS 4 X 2 SYP N0.3 'Except- bracing.
-
W74X2SYP No.2
REACTIONS (Ibsysote) 2=1567A)-3-8, 13-1540/0-3-8
FORCES
TOP CHORD 1.2=14, 2.3=-2945, 3�-2951, 45-3548, 5.6=-0809, 6-7=-4809, 75=-0853, 8.9=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, 3-19=Q96, 4-19=-1292, 4.18-426, 5.18=-8". 5.17=622,.617=-218, 7-16=-03, 7-15.51, 8-15=-210,
]
9.15-468, 9-14:�448, 10-14=-830, 11-14=1852, 11-13=-2789
i
NOTES
1) Recommend 2s6 strorgbacla, on edge, spaced at 10 feel on center and fastened to each truss in 3.10d nails. Strengbacks to be
attached to w Its at their outer ends or restrained by other means. _
2) CAUTION, D0 nal eve u nurse backwards.
LOAD CASE(S)
1) Lumber Increase-1.00, Plate lncrease=1.00
Urdorm Loads (Its per 8)
1\
Ver:2J-100.0, 39 100.0, 4.5=-100.0, 5.6>-100.0, 6-7-100.0, 7A=•100.0, 8-9:100.0, 9.10--100.0, 10-11=-100.0,
`y
11-12=-100.0, 12-13=-100.0,.13.14=-10.0,'l4 15--10.0, 15-16=-10.0, 16.17=-10.0, 17-18=-10.0, 18-19s10.0, 1.19e-10.0
Concentrated Loads (Ibs).
Ver:4-700.0, 10=•700.0
�I
0
O
-j
�1