HomeMy WebLinkAbout0004.95 Truss Plans.CD
:07:CC(X
I RYLAND.M
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7
1079:61 FtCCR 1 1 ILCMMCN
]%]
3X4
1%1
3X3
IX3
3p
1X3
3X4
1X3
B
C
D
E
F
G
H
J
A O N M L R
3)ia 3X5 1X3 3X3 3X5 3Xa
IX3
P3.13243
6510
7-1 t-2
LOADING (y>f)
SPACING
2_-0.0
C31
DEFL (in) (10c) Well
Vert(LL) 0.15 'LIM. 999
PLATES GRIP
M20(20ga) 258216
TCLL 40.0
TCOL 10.0
Platen Increase
Lumber Increase
1.00
1.00
TC 0.33
BC 0.67
Vwt(TL) 0.19 LIM _ 890
BCLL 0.0
Rep Stress lncr
YES
WB 0.37
Hcrz(TL) 0.03 K We
Min Le VM I LL dell - 240
Weight 65 (Ibs)
BCCL 5.0
Code
TPI
(MetrhQ
BRACING
LUMBER
TOP CHORD 4 X 2 SYP Na3'Ehxe0'
TOP. CHORD Sheathed
BOT CHORD Rlgtd oeMng deedty applied,
BJ 4 X 2 SYP Ne.2
of 1040-00 an center
BOT CHORD 4 X 2 SYP Nat
bmang.
WEBS 4 X 2 SYP No.3
..REACTIONS
(Ibs/slze) K=757A-3-8,A=757A)-3-6
FORCES }i(=71
TOP CHORD A-B--71, BGO, 00=1867,. D-E=1687, E-F=2407, F�2407, 0-/-1902. FH=19OZ W-0.
BOTCHORD K:L=1120; L-M�1337, M:7��t407; Ndk2407, A:0=1115
WEBS A- -1300. C-a901, D�148, E[x-601. E44-64. F-M=fi3. GM=81, C.L�07, H-L=159. K=911, 4K=1308
TES � 2X6 ���. on edge, spaced at 10 feet on cerder and fastened to eedt truss with 3-10d nmis Stro gbada to be
attached to waft at their outer ends or resba)ihed W ctrw means
LOAD CAMS) SWxlwd
`SSSSS11 NrU41
5~fie Q4v1' ; ��7J
LV6IZ
• STATE OF
� SIONAL
-"AV- p F b
-
I
jo�s2G/ Fp-2-
mn)n ou -n<s<n SD .'!OT .E eft5i J 32�OP "= �-
ME
c. •p , an,, . 1n Me e-onnecw s 1n a CeWn acted OnN ool Dore el t 1n0 enO s m an TaNK.' cl D glnp COTDeenC n., '-`e
m c'eaand adced - IIcaIN APDIfCebultY of Oesgn pOra le s and Dlopf Inc- DO ela el com CC nl n esOGftsrbilnv cl S 3C.np a2tq,
evpne elOc C tho n h I., ale OI mOPOrI OJ IndN,,al wet em Den ant AOdltanel le Do a Y D ac'np 10 Mw a 0.D4iV OV 1.,LnQ COO 1-t 9- h INe
Dr CI IY at a cIJ AdCnanal Da mp I b Ocmq of 1ne overptl sav nsu" OS
a ale �st0000 C OSI-89 ccd.tln0 SD•cnicatl n. nd H111.91 MiTek Industries, In-
!:IC'y and tram:. C
'I
Job Truss I T. Type O Y Py
1S,-)=x 1475258 I FLCCR t i t I POINT LOAD
RYLAND MANUFACTURING MIDWEST 2. 100 a M1Tek Ineumnes, Inc. Thu Jan 13 1
• I 1-a-B r 1-74 14{-0 1-24 ib12 r td1
4X7 wo 3X7 1X3 3Xa 1X3 aXe Im
I
B O D E F G H J
I
1X]
N1
A P O N M L K
3Xe AXIS EAa Ito wo U3 3Xa 3XI!
3-68 1
r�
6.2-f0 1-11.2
P243400
J Pace 1
Plete Cfteb,'(Lelf,Top): U3.5,1.5, P.4.5,25 '
LOADING (phi!)
SPACING _ 2-G-0
too
C81
TO 0.41
DEFL I (in) (bc) Vde6
Ved(LL) 0.20 MN 831
PLATES GRIP
M20(20ga) 258216
TOLL 40.0
TOOL 10.0
Plates Increase
Ltunber ittacam -1.00
BC 0.82
Vetf(TI.), 0.24 MM - 676
BULL 0.0
Rep Sltess Uicr NO
TPI
Code'BRACWG
WE 0.67
�.
HwArL) 0.05 K Na
Min LetVth/LL dell -240
Weight: 67-(ma)
5.0
-
.(1AaIrhQ
TOP CHORD 4 X 2 SYP No.3'E=ept'
TOP CHORD Sheathed
...
BJ 4 X 2 SYP Nm2
BOT CHORD Rigid p TUV d'recty apWktlr
BOT CHORD 4 X 2 SYP Nc.1
or 10-00-00 on center
WEBS 4 X 2 SYP N0.3
wacang.
.
REACTIONS (QlsWze) K=1100am,", A-1159A-3-0
FORCES
TOP. CHORD A�JZ;'BGO; C�32D2,'.D-E�202. EF• 3697, FG=-W7. G-H-2729, H-1=-2729r W-0,.J-K'-72
BOT CHORD KLe1531, L.Mv3M. M40 6MUI N-O-W7,04aW97, A4=1776
•1;tt1!t ryr
rrrs
WEBS A-CS-2074,-C.P-1665, D4 =-564, Ems- 571.63 .. E-o=, F.N=-77. G-W70, GM�L 1r G=-1044, H1=-172. 11=1397,
Ya1.
so
FK=1786
....(,Q9(4, 4iMOTES
,`,,<CCY�G,�
' 1) ReoonTwW 26 Xa4orgbadn, on edge, apaxd et 10 feet m ardr idld hastened to each Ww wdh 3-10d Tmaa Shotgbarh to be = 'J
eCached towaft et their oWa coda w hesin s by other means _.
.-
No.
er
2) CAUTION, Do not ect ttu& Deda'erds - ._.. ...
- _ -
-
..,,,
STATE OF • e
._
1)LuTlber trvemb-Wa1'irhaeme=1 Do.:` ., :.: _..:
-'. _::. ,,:,.. ..-_=
.
?O`•:�yVQ �?;: a4c,``'Q `.._
25
,::. �Y+II.,,)L fR �: �.r-' �♦ _ �'.. :. �`� � �' -'-. ::.' � Z .._. "':: �I �a�i •53} C..a n.Y,ei'i ..tit
�442YIYG Venfg'd vyn Pgrametsrs.and 4_AD'.VOTZS O.Y:NI5 A.Y'DAZTRSZ SID '3EFOIL: LSZ.
' cK]'or sse onry rvnp Mltet connecbn Th. o Wh h obsea only uN Dgromebn Vfo n Ono h •e an IndNWucLD hbq comDonenl 10 De
InUo be c q ., 11 .<tl1ccM. APDrbaDrIIIV oroevVJn pordmela qnG DrobeLlncorporPlbn of com Doh.hi a OvponilbJllY'DI o.tdno oeslgner tool INti
de qne B...Ing thb.- Yfol bfmgl toPPort Of l'vdNbuol aaD membe 1 OnN: ACdebngl tempo qry biocNp o Ntuie dgbelY ,. gen-.01vj�U h ihe— —
resloensbery olilhe erector. Addekroel pe,monent broelnq of the Ovefol ancluN 4 the rviponsbblV of Inc bultlhq detbrwi. TOi Cenmol Ouhonce LIITak IndMa171aa,.1nG.
repo dinp'IPD cwlon quony oontlok storope. deg ery, weetbn end b ccllyd. contua CST." Cooley Stondtild 0SI-B9 Irg91n9 Speelnegtbn ord KN-91
Mar.. In9 Ins II nq d Irrirp lecommendmbn s':DN'rtm i tMle hltlaule. W 0'0nohto D lye M d40w153719.
i
' :CO 1155 I lti5i '.LC
�7r
r9
!u7f:f:1(1C :471'a06 i FI-:CR
xxli _AO
i
RYL>ND MANUFACTURING MICWEST
21C0 a M,Tea :nbustnes,
I
(
i1X3
3X4
SX3
3X5
3XA 3%3 1X3
8 O
D
E
F G H
1X]
q1
I
A
M
L
K J 1
3"
3X5
3X5
1X3 1X3 3X5
5.7. 61d 10.44
s7-A za-B ai:i2
FISTS Clfsela (LeB,Top): E20,1.5, F25,i.5, L3.01.5
1X3
:an
LOADING (PI)
SPACING 2-"
C31
DPFL _ (in) (I0c) Odell
K/L 860
PLATES GRIP
M20(20ga) 25MIS
TCLL 40.0
Plates Increase 1.00
TC 0.85
Vwt(LL) 0.15
TOOL 10.0
Lumber Increase 1.00
BC0.86
I
Ven(TL) 0.18 K/L - 684
BCt1 0.0
Rep STass lrcr NO
TPI
WB 0.36
(MatrM
Hwz(TL) 0.02 1 Na
Min LmVdi / LL dell - 240
Weight 51 (Ibs)
BCDL 5.0 Coda
LUMBER BRACING
TOP CHORD 4 X 2 SYP Nm3'EXDW' TOP CHORD Shealf ed
B44 4 X 2 SYP No.2 BOT CHORD Rigid O&RV dlreCW aPWied,
BOT CHCRO 4 X 2 SYP NMI err 10-0G00 en center
WEBS 4 X 2 SYP No.3 braarl9.
REACTIONS PbWsiZe) I-'6SW,- 8, A-88610.18
FORCES
TOP CHORD A-8=-71, 9L40; C-0-1650, D-E�-1650,.E-F-2081; FG=•1290, G-FkO, F+1-10
BOT CHORD W-1290, -LK-1290, K{-12901 L-My"I. A-M-997
WEBS - A -Ca 1163, GM-761, O-M -145, E•M=-473,.E-L--312, F1.88q F-K -286, G.F300, GP1491
NOTES
1) Rewnniend 2X6 Walgbada, m edge,:spac'ed at 10 feet on center and resterled to each Ouse with 3.10d nalh Strong[" to be
adadWd IT, Waft at ow outer ends or restrained by COW rtKbrin
2) CAUTION, Do not erect in= CadtweNc _
.LOAD CASES) _
1) Lurnber Inoeese-1.00, PW 6Inaeme-1.00
Vnftm Loads (an per it) .._ .— - ...
Vert8-C7 100.0, Gip-100.0. D-E=100.0. E•F--100.0. F4.1100.0. G44--_100.0, Mit- 1.1s10.0, J•K--10.0,
c• KL�-70.0: 4M-10.0. A M-10 0 __r_
Calxmtrated Lceds
I^ •n.
FC.
Ho.
2Co1?
• STATE OF
OF
\\\S'tQ
�''a��aN ALI� •�'`
s W
n.bntet Conn-e.:c4S rhnev n'n w e.o ry use oew ros r e x s c ar.auc i.. ne comoontm 'e ..e
n ana aaa a enlcauv. Aoollcablbiv OI ae+fQn oa amel n no oroo<r meo boralan el co ponenre lesooro baiv,ul cfc'11a %exgner nol suss
Ce q .. BrOcinO inOwo h IO, k71e OI SUOPOII',OI NONq of weD emperf Only POClibnOl Ism CbOry OreclnQ 10 b Ure.LOOWIV tlUrio' "ntl.1 c.13e Ine
,eto +boil Y,�f In. ;,.ctor.-AdChbncl Ee,monenl OracteO+Olane ovelOB tlmcNm h Ine retoop Zmv of In buldhp'Gexpne _Pot 0enerel quWOOCe A11TBk Industries, Inc.
an0 :OOrCclbn; :o0iliv Obnbcl. xlo,oQe; OelNep/. ve , nand b-ocino, cbmwl
uh CST-" Cly Slon o,d, 05660-1,oeln0 Sp lc011on, Ond HII.01
..= nO-.11 0x.:r'^.nnrs'on pvO�tE'n hom Lust.,ote �ntinub. SBJ O'Cnoec 3me.!MC`tOn. W1$3710,
1VVc (x 11071750 .-LCCR
Cry y
1 �C M!ACPI
-0
312
90
3X]
SKt
t%d
B
C
0
E
N1
A
H
G
F
3%e
1X
1X
=8
2-a-14 _ 1 5 12
2 14 2b14
im
Incusmm,
LOADING (psf)
SPACING
24-0
C31
DEFL (In) (Icc) Well
PLATES GRIP
TOLL 40.0
Elates InaeasI,
1.00
TO 0.14
Vwt(LL) 0.00 GM 999
M20(20ga) 25SM6
TCOL 10.0
Lur ibef l+icnea,e
1.00
EC 0.10
Vat(TL.) 0.01 GM - 999
BCLL 0.0
Rep Stres, Incr
YES
W8 0.09
Haz(TL) 0.00 F We
BCDL 50
Code
TPI
(Mabbc)
Min Lertg0l / LL deft = 240
Weight 26 obs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP N0.3-Emept- TOP CHORD Sheeted
8-E 4 X 2 SYP Ni BOT CHORD Rigki cel>irq tlhectly appfed,
BOT CHORD 4 X 2 SYP 1,10.2 or 104600 an corder
WEBS 4 X 2 SYP N0.3 Ong.
REACTIONS (Ibs/s¢e) F-281AS8, A=181AJA
FORCES
TOP CHORD A.8=-77, B-GO, C-D=336, O-E=O, E-F=77
BOT CHORD F-G=338, GH-Wfl. A44.336
WEBS A-C=389, C4JM7. DG=17, D-F�389
NOTES
1) Reowunend 2) sbond; gbad, on edge, spaced at 10 feet an corder and fastened to each truss wtt13-10d rape: Sbargbadw to be
ettnctled to wells al Heir maw Bride a rnbained by a01er means
LOAD CASE(S) Standard
••••,•�Q�EN W. Cq `,,�,
dF.
. Ste, P`�Gl S T ELF 9 y
No.
20612
STATE nc
e
41
4�
fp, ` fLS
oil
GS'
and w iwzs ON - .13.01) Z:'-:25. 5(Y 32FriL ���•
�a U an,, ..in ma nnl-1.11. ine Cevpn a be ed o IV ..n bClcmelel 1n0 n and S .nCN,C VGI JC n9 pomCG and 'C
e inc;baoe a 1!Gcly. Aoalbacluly of aesl(•n CalCmele s and oiop l IncoladClbn of component IesbCnalpitlry of p JClq aes1.."`ne1 not IIUss
de. .ne,. Blcclna.snown h lot bleat subW[! of IndNmol web membe,, Only. Addlibnal lem,,,d,y blow, to Intule adoery du v conatucibn 4 Ike
:etoGnoc lly 0l•lne e�ecld, AdClib CI pG CHIN b,Oclna OI In. b Ina letpanllb10y,01 ihelbOBdnQ. yesgM, F., Cen.,.I c.1dance
pul
^q Holt Gtbq. .1 .1 .0^. CnlWelv.'aecibn' and DI OCIrg, consull 01T-U Q,.Ielay Stand
osr eo rwc'na Specalc0lbn, and NIL01 MITek Industries, Inc
cuoulr c-'ncl,
•e " r011,1
107,:6-CY 1;075Sf6 '„CCn'
Il.t
L1 iCCMMG`!
P14-1345
RYLAND'MANUFAC7l1RING MICWES .
2.100 e: M17eK MMSMes, Inc.
Thu Jan 13 15:37:10 1994 Page 1
I
12-0
1-}i2�
1X3 3X4
/X3 3X3 1X3
3X3 iX3 3X4
1X1
a C
0 E F
G H I
J
1X3
�I
A O N M L K
3X8 '3Xa I)a 3X3 3X15 3X6
1X3
-664 62-11
�
plate C1Faeb (LeR,Tbp): L25;1.5; 0:3.5.1.5
LOADING(psf)
Ti 40.0
SPACING.-2-0-0
: Plate% Iniaesse. .1.00
'CS'
'TC 0.46
OEFL (n); (10c), Yde6
VM(LL) 0.19' UM _ _895
PLATES .GRIP
M20(20ga) 258216
Ti 10.0
Lumber increase -1.00)
BC 0.79
Ved(TL) 0.24. UM 716
BCLL 0.0
Rep Stresstrrt YES
TPI
�WB 0.39
(MaUbi) ..
'Horz(TL) 0.04 K Na
min Le-vit,ILLden =240
Weight 66Plat) -
BCDL 5.0
Code
LUMBER - .BRACING
TOP CHORD 4 X 2 SYP No.3'ExepC TOP CHORD Sheathed,
_
- B.J 4 X 2 SYP Not BCT CHORD Rigid crank directly applied,
BOT CHORD 4 X 2 SYP NO2 a 1G40-00 On center
WEBS ' 4 X 2 SYP No.3 braci10'
REACTIONS Qbsftde) K=792N38; A-79203-8 ,
,astpnn nrrrrs'a
FORCES
TOP. CHORD AB=-70,.BC=Q C-1993, D-E=1993, E-F-2618, F-Cr2618, G-Fk2019, H•-2019; F.)"O..1-K=-71
a 1�y� W C4,9 I,
BOTCAORD K1=1179, L-M=2505 M-1K1618; N0261B, A 1172 1
4K=1375
, •.
�
DC�126; E�-723. E-N=79,-F.M=93. G.M=131. G-L�Si H1=158„I-L=9B0.
WEBS A-C=1367.C�7. -
. •
C cy -;��
�.�G �•
NOTES
N(.
1) Rearia nend 2di iUCi gbada,, an edge; spaOed at 10 feet on center and fastened to each tmn with 3-10d hst. Stragtlada ta
be _ 2 512
adechld to waft at ow aaer ends or restrai by Uhar mmrla
$TA i E OF
CASE(S) Standard - .
a
'9O'.,
,LOAD
h a'[
• IPC nd9
Dezp drat
letpc 011la a
a g of
E . 40357;
#/�7SSU 6 �Q6
0 .'OTC y Y �...:! ZE .Z..;E 5fD J 'LSZ.
IRR daZ h 6-bCie^J , ,acn Ob IC i he C ] -c cn I alvq'ial b 1cnQ cmpc
ypn palamele s nit a c hN. A c a0 otbn i' a' pone t.s esp0 ibriiy of b alnC con"',,
nal Luss
aNaucl meb embe+Dory. Atltlnbnal'lem pa Oly WOC'M Ip h vfe slaDnOY 1.11h,<Cnsla. l .r b ine
itbracing a, in Ov<rc0 d Ub,Ure k inebesabnslbllny a11rr10 lding dedpner Forrgenawf guaence MITE+k'IndYfirlas..lne.
e!y •recll6h and bwcing, cbnsue CSr-ae OuaIXy, Siantlard OSr a9,irotllna SP•Cia9ailon, and H13-91
^"rY, •a n ^'•C b _rbe: uaCkFrti'N153t10,
:co i ins 'r:ss G/Pe
10; :CG(:( :07fid5d Fi�R
1�
Plate Offsets
I it .CC:mmCN
NVFACTL'RING MICWEST 2.10 e.MITe ndusmes. M. inu an 13`
as rr-u
3X3 3X6 1X '3% IX3 3)Ll 1X3 WO 1X3 3X8 1X3
8 C 0 E F G N I J K L
A R O P O N M
3X8 3X7 3; C1 1X3 3 5 3X] 3X8
61-14
itt-14
1.5. R:4.0,1.5
'ACING .24-0
CSI
DEFL (In)
(kc),
Well
PLATES GRIP
ales Increase' 1.00
TC 0.52.
Ved(LL) 0.36,,
CIP
' 600
M20(20ga) 25=16
nber Increase 1.00
BC 0.94
Vert(TL) 0.49..
DIP
496
1X3
BOLL 0.0.
BCOL 5.0
Rro +Incr 'YES
Code TPI
WB 0.54.
(MaMto ---
Hors(tL) .0.07 M -_ Na
Min Length I LL tied =240
Weight 82 (ens)
LUMBER BRACGIO
TOP CHORD, 4 X 2 SYP No.3 -Except' TOP CHORD Shoolted -
B-L 4 X 2 SYP Nat BOT CHORD Rlpfd,ceiling dr?c/ aWled,
BOTCHO_ RD 4X2SYPNnt M104040 m carder
.WEBS 4 X 2 SYP Na3 hracs'A'
.
REACTIONS' (mNsce) M=977A-3-8, A=977M3-8
FORCES
TOP CHORD A48=73. BOO, G0-2625;D.E=2625. Ef=4006, F-G= 4006, G4k-3949, H4 3949, i-. 2628, J-K=2628, K1=O,
L-M=72
SOT CHORD.. M44.1481, N40=3429, O?-4006, P-Q=4006, O-R-3430. A-R=1477 -
A-C-1723, CJi-1338, D.R -180, E-R-4M, E433-672,'F-0=-261. G-P=63. G4-46, H-0 -219.1 FO 08. F& -934.
`�1 IW r
WEBS
K-Pk1338, K-M=1727
n�fr7j♦I
, N
-
I SIT . op
NOTES -
NOTES
Recommend 26 stmngbecks, en at 10 fed on center and taeferfed to each truss wM 1-10d rods.- M=Vbadm to be
�S�•:.`r,)S
C
1) edge, .... ..
C !'o • -
attached to walla at tle'v outer ends m restrained by other meerl
2u12 -
LOADCASE{S)Sfandanf .,__ .-_. ._ - :..-:. . .__...__., _.. __ _ _. ..- - _____ - -
- • T50 -
STATE F s
4
OF '
of c ENEN W.
\. c' :a` '
� �o�68S8 f�7
n, v rts.s h
- v: O O IY In MII S On CCIO f fall d Yam` ih YJSGC O IY ul>D P C leli N P Pia O Olvqu.. GI,C cam Ponenl 10 be
msbl C C ,c b a IIKPIN: ♦PPlbaelltlY of C 54p pO male s P tl Plope Inc DO Clbn OI co PO ,, IeipOns oiulY of bn9.eeflp !I - nol loss
Ce 4Jn E 0ClnO sno n e soil blewl PPC _I'ol hdh, d .l b mamba f only. Addllb el 1< PP PIV dCC/q a0 Nf le fIObNV CWf confl l'UicTh Ile
r. pG Dlllr ol. MR
n e e ro. AdCltbnal ce G e I b Pc VO of In o eiaY`JIV V e h Ina iefpOni bIYIV of In bubNO CGfgntl fox-Oenelol ♦7ugonce
,. r^nc Igo • ... +cowl p1 .I -p. - it _ .i<c.nn .N ti,cnq ccns,l! CST-88 o 611, Sfonddtd. OA so ❑Pdne SP•C:flcvlbn; end KIi-e1 MiTek Industries,. Inc.
'. - - .... .. -f.... - :..., ve.IMa•, n-. w15371 c,_
`• Job. Truss
Tlw Type
Oly'
Ply.
127)0= 1276058
FLOOR'
I
1
1
GIRDER P343376
RYLAND MANUFACTURING MIDWEST 2100 a MITek Industnes,: IM Thu Jan 13 15:49:45 1994 Page 1.
1-l-e 47-10 1-740
3X3 4X7 1X3 3X5' 3X1 US 3X5 1X3 4X7 1X3
8 C D E F O H. 1 J K
1:13
11
Nl
AR O P O N M L
Us 05 3X5 3X3 UO 3X5 An 3Xa
1314ib ab14 1F7-2 Ybf12
1.
66 to be-1 264 fi610 _
I
Plata Offsets (LefLTop)t: E:20,1.5; H:3.0,1:5, N20,115, 0[3.0.4
LOADING(psf)
SPACING 2-M
C31
DEFL (In) (Ioc) Wall;
'PLATES' GRIP
TCLL 40.0
Pleas Increase 1.00
TC'' 0.56
Vert(LL) 0.31 CYP 016
M20(20ga) 258218
TOOL- 10.0
Lumber lricease t00
BC'. 0.98
Ved(TL) 0.38 CYP 501
BCLL. 0.0
Rep Suess lncr NO
WS, 0.71
HwAn)_ '0.07 L his
BCOL 5.0
Code TPI
(Mario)
Min Length r LL dell . 240..
Weight 79 (Ibs)
LUMBER BRACING
TOP. CHORD:4 X 2 SYP No.3'Exept' TOP CHORD Shiadled
B-K 4 X 2 SYP No.2 SOT CHORD Rigid ceAlg olfractlY.?PPeed.
BOT CHORD 14 X 2 SYP No.I or 104600 a1 Ca htK
WEBS' 4 X 2 SW No.3 fit&
REACTIONS P&'=s) L-11991033, Ass1199,0.L8
FORCES -
TOP CHORD A-8=73 B-0O3 GD�6Z, i3O-E-' 3362, Ef-A574, FG--4962, G-Fk-4574. H4 338{" W=3382, J-KIO, K{=73
BOTCHORD'L-M=:jlW M44=4W4 N�O-+4963,,CLP-4963,"P.0-496Z,O-R-4574,A-R=1849
WEBS E�228, F-=15, F-P=1 S. C-P -11 G8+18, O-N-446, H-N=,'126, r flit",
M-'1�, M-1885JM-:166 JL-2158�
+`s,Q,,wN
NOTES '. 1�'••4u1J r�r?c Fq ':
1) Recommend 2zS stro gbacla, wedge, spaced at 1G feet on censer and fastened to each busswith 340d nals. Stragbacla to be
attached to walla at they outer erida a restrained by other ine" ^I^-
2G5 i 2
LOAo CASE(3) ' e=
1) Lumber 1 Wrtaeaze= , Plate I1:00 STATE OF
5
Loads
Uniform Loads Obe Per it) -
Ven:8�100.% C�100.0, DE=100.0 E-F-130.0, F{s130.0,GFP130.0, H•1=100.0, IJ=-100.0, JJC=100.0, / 9Q •••� �j'�Li) a(,) T , • ��
L-M=10.0, M-W-10.0. N-O•-10 0 O-P='10.0, P�-10.0, O-R^-10.0; AR'}QO �i/ ��. • ••' S\asp
=K{��0p,0
////4S�r
ConcenLLo2�58.0,
VerFtz256.0 Leaf �L�?s1s`,
ss�pseuurrt�
5
' 'tFLIF
®WARMNO - V.ri fy e..tp,t pa.c,n.t.r. and READ !VOTES
D.sgn'v.11a' Ie, ass Onh Wlln Mliekbonnecto4. The design ; e'o,
n,0,,a antl9 aeO velOcpll, Applkap11111 of dasl9n palamete,
'D. RCVZR= SMZ BE"RE USM.
m pc,amelen sno... antl hloucn l
Y,co,Duailon o1 component a se
Ln,ns is Ins ,esc
vI to be
sesesses'.
not o
ml
one In.
uloance
e Hle.ot
MITek Industries,. Inc.
JOG
117)0=,
TN=
1172070
buss Type
FLOOR
Dry
1
py
1
I CANTILEVER P343363
RYLAND.MANUFACTI.FONG MIDWEST
2100 a IATek lrldtslrlea. IM Mon Jan l 715:15M I8G4 Pagel
ie:1o. I
11 1a 10 2-1-e i
3X3 3XB
3X3
US
B' O
D
E
1)01
,X3
qI
N
A H
G
F
US 9X3
US
,)CI
1.11:x
I
-eslz 5•}�1 ax-4
-
i �
i
1-a10
1-11•x
a1.4 x+a
LOADING (peq
SPACING 20.0
CSI
DER (In) ()be) Wall
'PLATES GRIP
TCLL 40.0
plmes Increase 1.00
TC 0.44
Va1(LL) 10.02 E 99D
M20(2098) 25WS
TCDL 10.0
Lumber 166r6 '1.00
BC 0.10
Vert(TL) 0.02 E. 990.
BCLL 0.0
Rep Stress lrcc 'NO'
WB 0.19
Hor2(TL) i0.00 G Na
BCDL. 5.0
Code TPI.
(Matrh)
WnLarpN/LL dell -240
Welgirt: 33(Ibs)
LUMBER
BRACING
TOP CHORD ♦ X 2 SYP NO-3 -E=W
TOP CHORD Sh*Mtmd
as 4 X 2 SYP NM2
GOT CHORD Fagid affing araely
BOT;CHORD 4 X 2 SYP Na2
applied: or 10dD00 on
WEBS' 4 X 2 SYP NM3
Amer bfmnq.
REACTIONS (R"tze) G-809A-3-8; M99M-3-8 _
Maf: VW G-838(l0ed ®se 2).'A.279(bed cea t )
FORCES
TOP CHORD A-B-77; B-.O. GD 247; D-E-247; E-F 7
BOT
WEBS AC-•387,044 10. C-G--BSI. DG-331. ECG:-273.
••••fi�N refrC�'r>'.r•r�
NOTES
10 feel an caner and
fastened to eadt rose with 3.10d rAft S0ongbadfs Z:,c, LV' J I E!-F ''..'9
Recanmend 2ke etrangbacls, on wipe, spaced at
�.
to be anached to welt m ttalr ana,eeCs ar realrelnea by aher,maehs.
ND
2) CAImON: Do mn erec% truss bacmreres.:
20512 0
LOAD CASE(S)
-
e STATE OF e ?
�:
,1 Lumtia.Irlcreeea.1.00, Pkta 111aeassT.00
� ,O_ :• Q, _.
2)
3)
F-G—' 10.(X G-14-10.0. Mi--10.0
D $128.0, F-G-•10.0, GF6-10.0, A44-•10.0
22.0, F-G.•10.0, G14--10.0• A-H--10.0
rr1 rf - i
iiiil Ciif I rCI11re11j
STEP14 '1';'1.•4.
rIrIllleliel iii•i
y1VARNrac verify deeifr. pamtnat.re and. Rena NOTLS'ON TWS AND REVERSE SWE BEFORE use s�
De(;h aid to Wfe`onN wltn Mliek connector. jThh design 4 ao•ed onfy uaon. poeameten Yawn. and h fwion ihd dual W Whg C,=nenl to be
t ldilea a d based. edaalN APPlicabllltY or deean Poramebr antl p,.de, Inborparatah of component h iesaonstomy of balldinp desgner -not Iwu
de"n eracma shd h for btewl 1 ppo t„oI, NONk1ua1 eb niemaerf only. Atldlipnal IeniPowry brac'nd a ,sue Yabaty tlwing Iona ctbn h, the
espon onv of the e e ioi..Addnbnai pe anent braclne.or Ina overau: llmcl Ule h the ieff anvbMly ot,itt. buliahp dedgher For 0ene�dl guaance
;egatcinm lconcotan. quawv gonlwl slo ace, tleuv<ry, eieclbnand bracing. Coniull DST-salOualay Standard. 0Sa•ap baclnd Speclllcotlon. and hrl-el MITek Industries, Inc.
Nanaiinq l tci lno and i c na c-Kam aatlon cvalaale iwm truss Para lesinule. 5a3 O'Onoea 0,N.. Madkdni W1537M
Job
Trues
Tlu®Type
pY=F111117XXXX
1172075
FLOOR
1
P343782
'RYLAND MANUFACTURING MIDWEST 2.100 a mass. lnd mirles. Inc. Moth Jan 171525721994 Papa l
r 1bl 1-a�2 i 2.1-0
3X3 '3X3 3X3 3"
B C D E
,X3
,X3
vI
N
_
A G F
3XB an ,X3
1 12
s-1•12 eta 2+0'
LOADING (pat)
DEFL (in) (hoc) ltle0
PLATES GRIP
TCLL 40,0
Pleteeincteese 1.00
TC 0.70
Ved(LL) C.01 E BBB
MM209a) MMS
TCDL 10,0
Lumbr.lmeese 1.00
`BC 0.09
Vad(TL) 0.01 E .M
BCLL 0.0
Rep.Stram IIIa NO
WB 0.14
Hori(TL) -MOD G I"
BCDL 5.0
code --TPI
(LMlrbi)
Min Length7LL dell. 240
Welghq:31 (lbs)
LUMBER BRACING l
TOP CHORD 4 X 2 SYP N0.3'E=W TOP CHORD Sheathed
&E 4 X 2 SYP. N0.2 BOT CHORD Rigid a" aracly
BOT CHORD 4 X 2 SYP,. No.2 appled• a,1010 qn
WEBS 4X 2SYP N0.3 prat. hmacrq:
REACTIONS ybeAsIzs) GeQ711454 A A:S'1.0.3-8
- Mac Uplin A-110(10aa Casa 3)
Mau Vert. C m 976(Ibed .caxe.i). A-175(lued rasa 2)
FORCES hhy\at111111rrFFrrr
TOP CHORD A-B. -75. B:cmo, GD- , D-E"W. E-F.S AAr
BOT CHORD F-G.a.A4--M '�Q•
WEBS A.C.73. CG-�155, D-G--491. E-G--500 �, v�$ Tc"
NOTES No.
t)"Recpnmend 2zd 9lcngbmym, on edge; spaced 0 10 10* On coiner end hastened m each trims with 3-101 raft Saorgbacte _ 2n61
to be attached to walls m thak outer ends a resireined "her meant
' 2) CAUTION, Do that area thmeEacitwords. - • STD is OF • _�
LOAD CASE(S).. ' O •ti'��OI �,N p' Q�
1)Lurnow Ircraeso-1:00. Pete lncrnsse-1:00' t%� •'••.....:••
UnIlenli Loads Pit Per ft) r44pr
Vert:&C--100.0. C-D-1B0.D,D-E-=224.0. F-G.-10.0•AG.•10.0 „1r1N\�
2) Limber Inixaese.l :00, Plate Ilwee54-1.00
Unifo m Leeds (lbs pr f)
Vane-c 1Do.0.c-0--1800.D-E.s40:F-G-10.0,A-G.-10.0 \l wt(e�eleanrrarr
3) L=br lnckmat .1 00. Plate lmTe le 00 `\2` .f � ..:l iC 11
uluoml Lneda'(Ibs per e) .` Q\ •• ^• . j) �.
Vrt'&-C20.0,C-O.J64•D-E-224.0'F-Ge-10.0;A-G.-10.0
3L R
('
ey4S' 10
*11.70?S Gc o
7.
y WARN1NC Vrrlfj/ d-rlgn par¢tnrlrrs ond'READ NOTES ONTIM AND REVERSE SIDE BEFORE USE. ��
Oesgn Olt ar use .nN with MIT.K Cenneclonrdhis da, q Y bgteq onN upon Dam elett'tltwn. OnG b 1. on IndlvtUOI to.1di g C-hSPOOenI 10 be
Incoico wiOn .1 coOonent ISIe•p $RIWy el buedin0 oettonel- not Luis
- -'a s m
1nslmleO O O batleO vetltOlN AP061CO0eny of'd.VOh Pot- ontl plCpei
despneu. E bcrno Shown IS for Metal i4coon 6, rncNlCUPI web membe t Only. AOenbnOl tempbiOly blocing to tntme nODluty Curing contlmctbn IS the
IrY oClne a ec10 Atltlllbn0l 0. Onem wcclnq ol..IDe O eOp 'hu.tuse a the responvlbaty of the bululnq dsslpnm: Foi geneiei qutgnce Nl6.Ot OnMITek Induelrll Inc.
consun Oti•e4 OUOIXv 5fantl0tO. 011-all It1p•ctlle0lbn. end
ImtPlllnP Ond poll thq e-co tlalbn CVPltbb 0oT4mu %Ot bslltule' SBJ D'Ononb OMe. MOObon, WI53710.
I. retla.. 0 too Ic ibn a quty. c.nhot slotooe aeevery. erection ono b oclnq.
Ronal
rig
Jab
Tnlsa
Truss Type
107X700(
1071761.
FLOOR
M
MMON P343327
RY AND_MANUFACTJRING MIDWEST 210 I a M17ek hcus rtm, Inc. Thu Jan 13 15:31:06 1994 papa t
3X3 3X3 3X3 1X3
B C D E
DO
T
�I
1
1
A H O F
VA Gc3 1X3 3Xa
2. 7 5+14
24.7 2b7
i
LOADMo jptrt)
.SPACING. ,2-0-0'
C91
DEFL (In) (Idc) Vdefl
PLATES GRIP
TOLL. 40.0
Platen Increase 1.00
TC 0.14.
Vert(LL) 0.00 GIH 999
M20(209a) 25&716
TCOL 10.0
Lusssberiricseese I=
:BC' 0.09
Vert(TL) 0.01 G/H 999
BCLL '0.0
Rep Streea Ina YES
'WB 0.09
Hor2(TL) 0.00 F r✓a
. BCDL. 5.0
Code TPI
(Ma"m
Min Lengds / L.L dell = 240
Weight 26 (Ibs)
LUMBER BRACING1
•TOP CHORD 4 X 2 SYP Na.3'Etmept• TOP CHORD Sheathed
BE 4 X 2 SYP No.2 BOT CHORD Rigid mIlrV directly applkd,
BO7 CHORD 4 X 2 SYP No.2 or 10-00;00 ors center
'WEBS 4 X 2 SYP Nm3 Win&
REACTIONS (Brehtze) Fe2771Q3-8; A?277AJd
FORCES
A+w29D-E�'ef=T7
.BO CHOR�F�3=3229, G�+t-=,
s.•`,s�EN,��tt��•,,',
WEBS A{.-360, C4—W6, DG 1e.l D-F-T90 �� Q B •.
��q�:
NGTEs 5��. �Gts''•EFF
�
1) Remlmmnd 24 &ongbackk ors edge, spaced at 10 feet -m center arld t dwwd to tech in= with 3-10d nalla SIlD gbaclm to be O
kD.
0whed to waft at Mw OAK erida or iedhWi6d W diner rneeili 21312
-TOAD CAMS) SWWwd e • ' c c _.p
L
,.nF•.�H�O.,��.
-
a,
G.
, �tutautuate
WARMNG " VerVy dtafpn paramttera and. READ NGTES GN TMS AND NLVER.SE SIDE BEIWRL USE. : tv,
Desnh ,alb lot use. onN ah MDek c.nnecidt. This o.v n.kse bad onNpo un'pafameteft shown, and is los on hdM .01-0uBdhg Component to be
Insldeea Cho boded y.,itoally. APP16006my OI de4gn pawmelen and pfope, Indofpn olaon of component k lespofh- lWy of garbing deslpnei • not IWss
designer Bwcing shown a to. blef0l NPP.d a' dNklvol web member o.N.'Addabnol tech W.ry bmCh0110 hsufe vot> lty outing Candmctbn a the
�etpon b,lly of the elect.! Addlibnol PmmOnenf biccng,.f,fhe,overat il.uc,VfO is the Iesoonslblilty of fhe'bulbinp deslgnel b Fof genetal'guance
stofage. efeCibn dnd bfGchO. consun GST+all gualay Standard. DSS:a9 atacln0 soe91ndml.n, and HIS-91 MIT ek lnddatrlaa, Ir
-rogo�tl ng lob�learldn, puollry control Ce1Nery
H.ndll glnflalllna ant ltaclna tK•9mmMdalbn ova bbb h.milue Rate hilaVle: 50J O'Ono4b OMe. Matllc011"WI53719
Ta
Job.
Truss. Tnua TYPE
ay
PN
107)0.=
1070379 FLOOR
1
1
COMMON P343321
RYLAND MANUFACTURING MIDWEST 2.100 a MTek Industries, Inc. Thu Jan 13 1519:121994 Pape 1
tfia
WO 3%a
B O
�I
A 0
3" 3X3
4112
r�
411�
ioAoma on�
3PAaru+ 2-"C91
DEPL (in) (toe) Vden
PLATES GRIP
TOLL 40.0
Plate liiaeaao 1.00
TC: '0.15
Ven(LL) OAO C 999
M20(209a) 25=16
TOOL 10.0
Lianber Increase COO
BC, 0.02
Vert(M) 0.00 D/A 999
BCLL 0.0
Rep Stress Incr YES
'WS 0.00
Hw4M) 4DO D Na
BCDL 5.0
Cade TPI
(MaUbc)
Min Lengln / LL deft 240
Weight 12 (Ibs)
LUMBER SRAC=
TOP CHORD 4 X 2 SYP Na3'Pxepr TOP CHORD. Sheathed
B-C 4 X 2 SYP Nat BOT CHORD R1gid ceLq+adirectly ?f4Xb4
SOT CHORD 4 X 2 SYP Nat v.1040-00 an tender
WEBS 4 X 2 SYP No3 brackV. -
REACTM3 (Qelsbe) D•87M-3-8, A-07A:38
FORCES
TOP CHORD A-B-79, B-0-0, C-D=-79
SOT: CHORD A40=0
WEBS A-C-0
NOTES
4 2LS strongbacl4 an edge, at 10 feet an arrtx and fastened to each buss with 3-10d raft Strartgbacln to be
-spared
attached to walla at 0tetr outer ends or restrained by other meertsssrr
t0I
LOAD CA3E(3) Standard :• ��Q . r
20512
EOF
A
..
a
i
J :,.LEA n
e11
F,•
•WOG
l/*# Isb
�/a76e79 Fi3
WARMNG - v.rVM d..Ign pa cmort.r. and READ none on TWS AND REVER.§a SIDE EErORE USE. 000,,
t' boshn valid to, use onN waft Maek connectVs.Thd d irogn a-0osed onN upon Pa,ameten mown, and knot on bctod.1 b wIng component to DO
A ol.,de+lan po,amete, and Pldpe,:NcdlPo,albn of component Is IefpombWly o1,b-W1 designs, - no 1 Ind -
M1
Invmteo and, bad.tl venbaly , PPlbablla
a the
'.VI ..
y d k,a tlesgne, F a a.newl au
11 Is Ih lempd,ary WOPb t0 tWn �abMyov F conshuclb ponce
esctbn
can.-
ry ua asT-aa cn away nardard. Os1-IO)Iroclrtg si,ocaleatbn, arM H1a-G1 A,1ITek )nduatriaa,anc.
- and b atln
eta a na Bae Icatbn. ga6ntyaonlwl sloraaeatleWely
DW153)la_
I,.n m ms,V.i w an i lrtaclrq.Gsc.rno,d lbn.l Vtabbal,om inusoRatW 6%ttlute!w D-Onol b D lw. Modlson
:cro! 'Tn,v �naa Tempe - .
i�MCN+O;;CCO( 0i50WCR D^M
T t00RWD MAUFACURGFIC
ff
MT" Imutarle5, Inc. Thu Jan 13 16:05.05 1994 P ge 1
1bd. M1i ?1]i
3X] 3X4 1X3 WO 1X3 WO 1)0 ]X/ 1X3
g C O E F G M J
1X3
A O N M L K
3%a. 3X5 Im = 3X5 3Xa
' 6p4 74L14
1•,
LOADING (pa}l
SPACING 2-0-0
1.00
C61
TC 0.26
DEFL (in) (kx) Well
Ved(LL) 0.13 LIM 999
PLATES GRIP
M20(20ga) 25=16
TOLL 40.0
TOOL 10.0
Plates Inaeme
Lumber:lrvxen•e 1.00
BC 0.61
Ved(TL) 0.16 UM - 899
BCLL 0.0
BCDL 5.0
Rep Strew lna YES
Code TPI
WB 0.35
(Mabe4
Hmz(TL) DIG K rva
Min LwVM I LL deli - 240
Weight 64 (Ibs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP Nm3 •E=W- TOP CHORD Sheathed
BJ 4 X 2 SYP No.2 BOT CHORD Rigid ceJng 41recW applied,
BOT CHORD 4 X 2 SYP Na.2 a 10-00-00 m Gender
WEBS 4 X 2 SYP NM3. U11cini'
REACTIONS (mah¢e) 0737N38, AP737,03-6
FORCES
TOP CHORD A-�-71, B-CD- 0, C1823, D-E=1823, E•F=-2264, FCT2264, G-FP1833, H i=1833- 1 -1X=71
BOB CHORD A• -185, L-M=1235' Dom- 58 .E-O-M22; E,4=W F-M=-47. C+M�7, G.L=-469, FFL-161, FL=872, I•K=1265
WEBS AP1260, C�866;
N UJ r1C'++,,,
NOTES to
°°�.•°�_
•'a �C.� ,.• .. 4B� '++
be : 5S;'.r,�(C
1) Recvrtui end ZO stmWace? at gbe, on edge, apace? 10 kd on cmW and fastened to each UUn with 3-10d Gala Shargbacla
G
adad;ed to waft az their MW enda a restrained by other Inflame.
-
-
_ 20612 —
LOUD CASRS) Standard
• $T
GTE r,
AL
!°.
�A ,..,.tee
1:,•�L�ri -
#/d'2t/v e F /*
Y1, YI (' nvy +iym Parnm.n.ra_,cnd 4F.�D.:'rOT OV il5 A.YO ?S1�AS: �l➢E J PC% _ -_ ��
.j Of] Or O Yvon, Ml pp C0001110 L Ob tle4F]n b COSGn pol loO O ddsoW r f c n Ontl b 10 O -0Otl M1rCuo OV J=AO =am OOOenr 10 Oo �-
m IC I<O O O qa n 1% 1 W. APPIICOOI ' o11f a Nmol web i C tl ll hcar MO l 1n of c OOnenl b O Sufe Va 01 V ducog des cono l Hon the
oetgner. AOCInp moon b for ddlMf wOOort n nl 0... l gee MemDen only AEtlelor n. 'I paarY O OCInO 10 .sure adelig tlwln0 cOnYrutibn b ine
e<OOnvtmty of lne erector. AOO ibnar Carm=benl Omclnp of Ina Duman SVUCNq b Ina recoualKy Y, of the OSI-49 racpg Sr..fOr dmlon. GUIOOn91
ICprrOI41n. dv^.mY COlrll=L.v:rex: %e4�^ra.'er{+.+an Ona CItl=InO..COOzne Cs:44 aYCmY llOnmre, as1.40 irO=Ina iptCQICCIIon: =na Ku•v1 MiTek Industries, Inc.
r
1475106 FnCCR` .: 'C:"fT LCAO
I
RYLANO MANUFACTURING M10WES - 2a 40 e'MITek :nau5tnes; :nc. Thu Jan 13 16:05:]5 1394 ?age 1
1$d. i. 1-7-8 aF- 11a� tS12
3n 4X7 ]X]. 2n 3X5 3n In 3X8 In
6 C DE F G H i J
1n
l
A p O N M L K
3" 4X8310 in 3X5 3X7, 3X8
3-aa 61-0. a-9-a 119J
b6a 2-0 23 - 12-12 -
Plate Olhets aefkTop): G:3.0,1:5 L3.0,1.5,M20,1.5, P.4.5,2.5
LOADING (pst)
SPACING 2-0-0
1.00
CSI
'7C 0.35'
DEFL (In) (bc) Vdell
Ved(LL) 0.17 WO 938
PLATES GRIP
M20(20ga) 258216
TCLL 40.0
'TCOL 10.0
pidw Ircrmaa
Ltanblrlaease 1.00
er
BC 0.89
_
Ved(TL), 0.21 WN 761
BCLL 0.0
BCDL 5.0
Rep Stress.Ulir- NO
Code ... TF4
_ WB 0.65
(Matra)
HWATL) 0.05 K r✓a
Min Length / LL dad e. 240
Weight 88 (be)
LUMBER BRACIIIO -
TOP CHORD: 4 X 2 SYP No.3'Ev=W TOP CHORD Strasled
- 13J'4 X 2 SYP Nc.2 BOT CHORD Rigid =Tog d rectly applied,
BOT CHORD 4 X 2 SYP No.2 I or 1(100-00 an centef
VJEB.S, 4 X 2 SYP Nm3 bra=nq'
I
RFACTIONS (Ibs/s'¢e) K=98610-3-0, A-1126t63-8
FORCE5.
TOP CHORD A-&--73 B:GO; 04)=3107, D-E-3107; E-F=-4M, F-G .M72;.G 1-2651, H-1-2651, W=O.:LK=72
1,10
M=106. L=83, 4-L=-147, �`t ' IVi
C161S D-92: L-P-4371 E 0=684 F8-0'-89. F-W21, F-M-205, GC—
WEBS A:C -20 3,L�P-S
•,
4L=1346, I-K=1746 • Q ••
l c�F�•.9
; `' 's
NOTES
1) Re=mmend 2X5 strorpbaclm, on edge, spaced at 10 fat an curter and matured to tech tn. mth 3.10d naft Stnongbadm to be 2
apadrotl to waft at tlxv outer eMa or restrained b7 dhet meeru 2 C;,' i 2
2) CAUTION, Do not erct hm bedmafdd = -
'
LOAD CASE(S)
'•;� DIPa '
1) Lumber Incn m 1 00 Pmm Irwemc 1 00 tF I�
-'l/nacr: n Coach (me Per
��: VertB�-100,0, GD:•-700 0, DES-100 0 Ef., 100.0, Fla-700.0, G+#•-100.0, H,Y-.700.0, 4.!•-100 0 J-K=100.q � _,`
4>-1 E- 1 - :100 -''.rsS,aNp' ELiG• .
,'
K-L-10.0 L-M 100, M-M•-t0.0.'N-0--100.04 A-P�-10.0 ...:
y100
cancmtta_Oea t)eda(bs)r -- ".us'S •. -'-�..4 Fs-111 " `zx '-7: 'R � -•ter , t- X�-- x":•i_.
, 27,!2,! ,e•
OWN
- -
�� OF
''•,
�.'' .elf
Co
.
�e01'I�+
t _
y t L tt 'e L: Glyn. xirn ter. :usd jde qq e Iq or se p .Inn M t k c fhK d, n h h C } TYf5 AYID ,nd,heSurL SxTD 9Eaea.R.'. come no_tto
m neteda C —Cea bnh bIuDns<aY61WY 6f b -POmetel$ and prosn hcofPOiotbnCcomCnenl o1 JCN9 Slp .
a clnq snow hbof e Only. Add=naemaY fs � -
w cn bfly .I In c ACCubnal pe -a I bacbq of 'he ovelad slrucn,l. a me Iesco,Zim of)Ine b Ibinq deslgne FOY gene t gvlacnce d ]A d9 e ele.ol
MITek:InduflrlBII, Inc.
Gsr-aa c Cmv Vd1dO bocma Specelcalbn, a
t4-'CCC( 473757 �. FLCCR L1 1 j _IDG-CAO c3Y':91
RYLAND MANUFACtiRI IG MIGVIE67 2..00 a MlTelt Ind se c Thu n 7 5 4 6 1994 Pagel
i
idd 1_141 1h12�
1X3 Sit] U4 3X5 3X• 3X3 1X3
B O 0 E F G H
1X3 1X3
A NM L K J I
3X8 1X3 I)a 3" 1X3 iX3 3Xa
2-7-12 62-12 1 7-96 1 10412
2-7-12 24-0 2-0-10 2-1-0
Plate ORsets(Ledt,Top): D:1t5,1i5,F3,5,1.5
LOADING (Psf)
SPACING' 2-M
1:00
CST
TC 0.80
DEFL . (In) Ppc) Ydefl
Vert(LL) 0.17' LIM 722
PLATES GRIP
M20(20ga) 258nl6
TOLL 40.0
7CCL 10.0
Plates Irlaease
Lumber Increase 1.00
BC 0.98
_
Vert(iL) 0.21 Lod' 577
6CLL 0.0
Rep Stress lrw �'. NO
WB 0.35
Hcrz(iL) 0.02 1 n1a
Min LerlgBl/ILL t1d1=240
Weight 50 (Itrs)
j,
BCOL 5.0
Code TPI
(Matmo
BRACING
-
LUMBER` TOP CHORD Sheadmd
TOP CHORD 4 X 2 SYP No.3-'EteePl' D; � � applied,
B-H 4 X 2 SYP No.2
a 1G-00-00 on center
SOT, CHORD. 4 X 2 SYR No.2
WEBS..4 X2 SYP Na.3'
REACTIONS (Ibsl=e) t--665n-". A=663A38.
FORCES;,
TOP CHORD A-B=l5, BGO;1C-p=1210,.D-E 19(38, Ef=1968 FGs-1203, G ". H-Is18
BOT CHORD I.b1203J-K-1203, K-L=1203, L M='1210:MN�1210, AmW1210
WEBS A4--,13ig, C41:6270, D-M=269 D-L=863: EL=-624, F-L=871, F4K=269, G.T=269, G7 1390
,,`�IIIt',Irreljlll
.•` p1 W � ��
9.
NOTES �. Qa� 9
1) Reccrhrttend 2X6 strongbaUm, -edge, spaced at,10 teet,an artier and tastetled b r In+sa wdh 3-10d re@s Strongbacla: td t>e `
� � E • , �
I RFo 9
»t> &,d to walls at their outer wds'or restra4led by other theefla.
51•:Q��\
1
1
LOAD CASES) _ N0;
20612
1) Lurntie"r Increase=l.00, Fate trXle9 ..00
Undaiin Loads (IDs 15er it)'
. VwtO-C _100.0, C�1000 D-E=100.0 E-F•-1000 FG=100.0 G.Fk-1000, H4 100.0. T_=100 3X=to0 • • 5 AIE OF
Q
1
KL 10O LM 100 M-W-100 A44 -100
9o�'•;N 1) qql P r ��`v
calcentrated Loads (me)
e'eSSt�tirAt
VertE 226.0 ;•w- za'r.. ,ram-.§vs+cy`..t as �a�. •%,. _
''••aNuussL��,
- 3
5�
t-
,y SSj4 �
v lZYI C .1.nGn Agra ler� a 'tE lD YC' SOY 4IS 4YD 'tEYT_RS �IJE 3EF0/2L 2 e ��
p 10 OnIY wiln I I R CJnne01 S in O 5 n b DO -O Only upOn.pG Omele iil0wn Ond O On nON.p CI p ,ICInG GO O nl O. p
Intbleo O <1'OOtleG /<IKOIIy ApplKoblllly,ol detlp PplOm le no piOpe InGolpOidib OI Com pOnenl etp0 LbiYly of b klln0 o4%bne nol INu
O „nel. 8laclnp inp n, !'. b/ .ble/e) tuppod of 'ntlNWval,web member only Addebnel teTpo/bly blpc np lob a S1OpWty dunnp_co 9 clbn k Ire
pc vblliy oI In a clot. A=11i rn61 p it n enl Os......f to O e..d s1 ucly e'_y me leSpOn IbYtty Ot Ire pVl101nd;des G I�«I vancpfwaence MITek Indu Ytiies, Inc
��.b GKpibn orally c 1 slo ape dell e y elecllobnc, bwclnp contva CST -ea Galley Slbnde d 05949'Jr0 In 15 ncprlon, etW NII.01
5930'O
c
10 .(1CC'( 7,642 is GI.:C:i
_RYCAND MANLFAC7URINO MICWC3T 2:'CO.e :Mien Inaustnes, mc. ru Can td 15,7G.?6 tS9a .Page 1
r 1-0 -N��
3X3 'IJO 3X3 1X3
8 C D E
IX3
.3
1.
3
•3
3Xa 1X3 1X3 3Xe
r 2-0-10 i 5.14
2-0-10 2-0-10
Tl Ct.l.
TCDL 10.0
1C11 0.0
BCOL 5.0
-N
Pates Increase 1.60.
Llnber lncease 11:00:
Rep Strran Ina YES
Code TPI
'CSI
TC 0.15'
BC 0.09
WB 0.08
DEIL Qn) floc) Udell
Vmt(LL) 0.00 cm 999
Vert(iL) 0.00 WA -999
Hor4L) 0.00 F _ Na
Min Lengdh I L.L dell =2,
PLATES. GRIP
M20(200a) 258/216
Weight 25 Rai
LUMBER -..
TOP .CHORD 14 X 2 SYP No.3 Fxept- -
BRACING
TOP CHORD SltmOled
-
-.: B-E 4 X 2 SYP Nm2
BOT CHORD Rigid ceiling applied,
BOTCHORD'4 X 2 SYP Nd2
or.10-00-00 on carder
WEBS 4 X2 SYP Na3
daring:..
REACTIONS (IDahtie) F=260AJ-8, A=260143-8
FORCES
TOP CHORD. A-D-78, B-O-0, C-D�299,.O,E=O; E-F -78
train u b 4r
... Cge(••''e
BOT CHORD
-:�J�rQN�N
WEBS A-C- 6. (�Fk19 DG75S, D-F=J45
r S�.�F�C�S7E,p�;
NOTESI
DS sbargbackk on edge, epeced at,111 feet on molter and fattened to each truss Wh 3-10d nails. Strongbacla to be vq
aM had to waft at their alder ends «restrained b/ other IneNR
...
_
- 2C612
LOAD CASE(S) Standard
-o S A i E OF s
h
... .F.'. .`�.
•�'•SS!ONAL
'•rtlnnwua•
neao •nn Ce
al C']ntl'ooded Awolccfly. APPIIG(fblllty of detgnq
� tle 9 aladlnC shown a Ion Wale al t P0o.,1 0l v atvic n.
-upon OIIIV OI me ACO"IChal Pe(manenl blot
oaa anp tab�batbn 1j..11N conb OL tlolcpe CelWely, 1
rl alma IN,Oljjhca C.11=_'M Pecemm Mtlarfan QVOIK]C
aF/a�/64z F/7
'].l 'YIS:VlD JE'.'.,.i5.i 9-3 :..�::Z: _aZ _
Sea Chili, CCo ptl,ame,e " arc _a an cambo
t Ono elope, Inca Polalbn Of c mPonertl n et6Gnsr6wvy p, u iCmg Jr.'t!Cne
emPeH only AddRIOnol tempo a Y aactlq Io h i,.baO, tlu Np C.nm G
e ovpatl,emclu,e a'Ine lesponMbeh',ol Ina b btrp desi'ne, Fo Cen<,tll
and Pw<Inp. con sun. Cshaa aupmy Momd tl DSa W'amclmC Spebmcallon„o
vO P9,9Int,llu, t. lal D'OMM1b DM.. MCC. WI53)ta.
WAS1
buss
On the
mu
V CanGe
of eu-ail
M)Tek Industries, Inc.
.JOD
Trues Thus Type
OIy
PN
107)0=
1075906 FLOOR
1
COMMON P343348
RYLAND MANUFACTURING MI ST 2100 a mil" Industries,. Inc. Thu Jan'13 15:38:09 1994 Page 1
faa atF i-1z�
3xi 3X5 1xi 3X3 3xi txi 3X3 1xi 3X5 1X3
B C D E F O H I J K
1xi
'TI
A O P 0 N L1 L
3XD 3X6 1)m 13 3xi 3Xa 3"
S7d ,
I
1a w
1LiG4 Z
Plate OBseta(Le4Top): M:Z5,1.5
LOA61NO(pin
'SPACING 2A0
CSI
OEFl. (ICI) occ) Well
PLATES GRIP
TOLL 40.0
Flat" Increase 1.00
'IC' 0.44
Ven(LL) 0.22 N10 848
M20(20ga) 258216
TCOL 10.0
Lumber lrXXeeae 1.00.
BC 0.96
Vert(TL) 0.27 WO 694
'BCLL 0.0
Rep States lncr YES.
WE 0.44
H=(TL) 0.05 L rya
. BCOL 5.0
Code TPI
(Matter)
Mtn Length I LL dell - 240
Weight 73 (Ibs)
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.3 •Emept• TOP CHORD Sheathed
B-K 4 X 2 SYP No:2 BOT CHORD Rigid aclug dYeUN applied,
BOT CHORD 4 X 2 SYP No.2 «1Q00-00 cd ceder
WEBS - 4 X 2 SYP No.3 fig-
REACTIONS pa/sce) L=847A4`1d; A=847/D38
FORCES
TOP CHORD A-B=-71, B1r0, C-0-21 T7, D-E=2177 EF=2893 FC>-3088, Gt-3088. H412195, kI--2195, J-Kx, K-L=72
BOT CHORD L.M=1264, M-W2T78, WO-2893; 0-P=2893,^Pi'h2893,A-0-1263
WEBS A.C�-i472; C-0-1066, D-Q:i33, E-CI--828, E4P 135, F-0�116, F-W225, C—N+ 234,.H-PN381, H-M=-680, ��
Q9��i,,
��Q •
FM=173, J•M=1087, J-L=1474 ,p
' P CO ••
NOTES. t:'p. _
1) Recomme d 2i6 st"becia,, an edge, specetl at 10 Met w center and fastened to each Inw veh 3•10d rai & Shongbacia t0 be _
IOO i
attached toilette at their outer ends cr res rauad by othwl means.
, 0 STATF OF 7 e
LOAD CASE(S) Standard . 5 '•,
='
' e`rSyOh A L Z1tk
"aueep�e;,,
OF
Hs -in 4625-1
Ist Si�Npt�.•`•
yea.„q+�e'
�t/6�S906 Fie
AWARNING -Verify derlg, pur¢meterr isl READ NOTES ONTHISAND REVERSE SWL'HLFORE USX-
D,,✓jn valio lo, .,.'only with MIIek ConneGlO 5 Ibn def gn a be OC Oh Y'.{ - 10ipmeten sheln and 4, s,an I
insione0 Intl Uaoed imllCalty X, ijcoblOV of dmkln pOra etR s and pope, Inco,m,.toh Of Comp en/b iespor
nnv- CrtllM1nal Jempnary b,pcNpdo V6r
e the le,ponslbiAly .('In. t
I Cshaa Oualay atonEord, t
13 b'Onoelo D,lve.. Maohoh.
componenl to be
vs -
Cetlgne,. not truss
1
Conslmcibn k the
general p.ltlance
cauon.'ahe NI9-91
MITek Industries, Inc.
i
Jub
Tnuea
Torte Type
City
ply
107)0=
1075658
FLOOR
1
I 1
COMMON P343348
RYLMID MANUFACTURING MIGNES7
2.100 a MITek Irhdwtrlet, Inc. Thu Jan 13 15:37:30 1994 Pape 1
t_e-e
3X3 3X5 1)0 :.310 3X3
1X3 Sm 1X3 3)3 1X3
B C 0 E F
G H I J K
7X]
TT
N1
A O P O
N M L
3" mm 1X31)0
3X3 =8 US
161-12
tS4i2 '
Pkte CBaab(LaR,Top): M25,1.5, 0:3.5,1.5
LOADING (pat)
SPACING '247:0
C31
DI FL (In) OW) Well
PLATES GRIP
TCLL 40.0
Plates, Increttee 1.00
TC 0.31
Ven(LL) 0.17 NO 999
M20(20ga) 25=16
TCDL 10.0
Um1eel' IrICtlaee 1.00
BC 0.76
Vert(rL) 0.20 NC 866
BCLL 0.0
Rep Strlme Im YES
WB 0.41
HM(TL) 0.04 L nVa
BCCL 5.0
Code TPI
(Msi
Min Length / LL dell - 240
Weight: 71 (be)
LUMBER
BRACING
TOP 04ORD 4 X 2 SYP No.3 -Empl•
TOP CHORD Sheathed
BK 4 X 2 SYP Nat
BarCHORD Rigid ceiling dtrectify applied,
BO T CHORD 4 X 2 SYP Nat
ar 10-00-00 m carder
WEBS 4 X 2 SYP N0.3
bracing
REACTIONS pehlae) L-812.0.3-6, A-812M.3-8
FORCES
TOP CHORD A48=72, B4---0, C-0z2074, DE=2074, E-Fe-2684. FG?2847, G44 -2547, 1+1 -2082, IJa-2082, J•K=O, K1=72 r•tset NrrFr
BOTCHORO L-M-1207; M-W2607� N-04664, 0-F`se, 4, P43?2664, A-Q•1206
••• rrr
W r4 r1ei
WEBS A-C-1407, 00=1012, n —158, E4-481. E4>�108, F.0-46, F-N-212, C-N -207, H-W280, I+M=t13, I-M=171, •••• r�N
J•M=1020,JL=1408
��"e�F,GiS TEa�O �F9,••.
Z oJ
NOTES.
1) Reartarlend 2® etro glmclm, an edge, cpxed at 10 Tat on antler end fedened to each tome wilh 3.10d nail Strgrgbedo to t18 Nr1
•�
eltacile0 to waft at thdr outer erdt ar reW mnisd by allm nreerhe.
2061, 2 "
LOAD CASE(S) Slardard
5747E OF e
IAN
a"Fss1.NA EN�'��a`��•
1Vy30rr)gryr
•,
,,•�� 4\t eo•ys���e4i
S �
JST E11SY.�'<"
,
��o�SvSY. �Zo
AWARNDVO - vas UU dedpn yartuneeerr wid READ NOTES OXT=AND REVERSE &ME BEFORE USE. s_s—r-
Desnn valid "I use Only wan,Maekconnecla,s. rna design b based only upon parameters mown, and a foe an NdMaucl butlkha component to be
mitallea and baaed,ve llcOlyApp4caDlnV DI design parameters and gODerinaarpgafbn at component b ipo eenslbNly of buJaing tlellgner Y not 1rv�
desgne eacing mown he IObbbtal uppatl llrealylaucl web members only. ACdabnal lemoo,ory,btacing IO, nsur0 dab1111y,aWVg.condiuclbn Is the
rtsbonvotllly of lnersrr cfoe. Additionalpmm�anenl. in of the overall structure Is rho IesponabWW of Ine. bulldh6 designer. For general guldonce
regaraing to , .Ion, auonly could. sfolgpe. aervery. erecibn and bracing: consul! 9ST-I4 crucify slandard, oss•ae 4aeing Speeelaalbn. am als-e1 MITak Indust rhea, Inc.
MpnonnaIn".111M ar4 Rracbp Recamme,Wallon avaticicess Tub, Fiat. invilVle. U3 D'Onpfrb Orlve. M fawn. W153710.
Job
True
I Tluu Type
(Yy
ply
147XXXX
1475658
FLOOR
1
17
POINT LOAD P343403
RYLAND MANUFACTURING MICWEST
2100 a MRelf Industries, Ind. Thu Jan 13 15:5926 1994 Pop 1
1
3b 4X7 3X3 3X3 Im 90 3X3 03 A" 1)0
B C 0 E F G H 1 J K
110
T
NI
A P O N M L
an 4X9 wm W3 3X4 3Xa
3." 84d
15.1.12
l
add &1"
l
8-74 -
PlateOff$ ts(LegTop): G20,1.5.M:3A1.5, N:3.0,1.5, P.5.0,25
LOADING (pst)
SPACING 2-04
C31
DEFL (In) (be) Well
PLATES GRIP
TCLL 40.0
plain Inamae 1.00
TC 0.43
Ved(LW 0.24 F 728
M20(20ga) 258216
TCOL 10.0
Lurnba lnaeece im
SC 0.83
Ved(TL) 0.30 F SW
BOLL 0.0
Rep Stress lttcr NO
WB M74
Hoa(TL) GOB L rA
BC DL 5.0
C'a0e - TPI.
(hair"
Min Letg01 I LL deft a 240
Weight 73 (IDs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP Nm3 T-ww •
TOP CHORD Sheathed
BA 4 X 2 SYP. No.2
DOT CHORD Rigid u111 9 dhecily applied,
BOT CHORD 4 X 2 SYP Nat
a 1040.00 an coder
WEBS 4 X 2 SYP Nm3
bracing.
REACTIONS (mahtrs) Le10720.18, Ae1251.0Jd
FORGESTOP tall/tI IIIIq/j
G-M+-[f29, FHe-24q, I.V-z943. J-K�. K-L-73
�-N-388 W. Cqe ,'0'
L M 1 lift-P81109,
IWS M72,
BOT CHORD N ASP,-19F'J'i
``o"'A"
...f
WEBS &C -2255, 04-1851, DA578, E4ro688, E4+295, F-0 -154, 04> 44, G-No-407, H#809, FFM-1103. ....... . �F 44
;
•' �, •
t-Me-173, J-M-l=.FL=-1910
4 9
:•F� RFp'• ':
NOTES
r'0
1) Recor mlend bH strong I an edge, >peoed st 10 feet an detdm and laalened
to each truss with 3-10d raft Strorgbedo to be 20612 Is Z
attached to welt at their auto ends a teatrahled W odm means.
C e L STATc OF
2) CAuno N, Do not ereat tnlsa becimarde.
If
/
.
'% •.��Oi 4i "
LOAD CASE(5)
1) Lanber.Inlarmsee1.00, Plata Immse•1:00
'ot,
%, p '
"ot Slo,
lhtdmn Londe (be per III
A 4jrrrlr
VertBG100.0, C-0-100.0, DE-100.0, E-Fe-100.0, FG 100.0, rmI 100.0, H1e-100.0,t.1e-100.0, J-K-100.0, llSlS
K14100.0, L-M=-10.0, M W-10.0, N-Ocs-10.0, 04'e-10.0, A4)�10.0
Cmar_drateo Losds"(Iba)
Ven:0:r-413.0, Go-285.0
esssapalaag4q,N,,
0
�e4
Is �* T
i?LEfl —
Is
' d 3Is
17
Is 41
I4�off,
""Iro
l!# i1,47S6
s� F2 i
®WARNING - V.rj/y d../ys parasnet.ra and READ ROTES ONTHIS AND RE VER.4E SWE 9EFORE US& soor-
besan valkf fo use only alto Mnekcpnnedlart. 111D dessonrased only YPon Parameters shown, and hYon an IndNldual Duldbp g component e t to b
h"cl ea andbatleeblN. APPIIcablaV.o1 detlla pn Y b
ppmsp lon and oper NCOrppatbrn of component Y rgponHbl0ly o1.,DuldOq designer -rat imp
oespa vdb
nee eracing moan Y, to, bteral wpoort of YWNICaal Irb members only. AdditionalJempolary Dlacing trsmale aabaty'dalNa aono.606n a the
retoonubsily of the erector. ACdlt hol aelmonent bfac0g of 1no ovegl structure Y the responslDMy of the butldtrq,aesgna. For central ctivance
ml
redardina IaDrbalbn, auaely conbol, storage. delvelyl mectksn ana btaceq. conwa SST-0a QWWV Standard. 039-89 IrdeMp Spsrelaaalbn, and Hill-01 MITok IndusirlssI Inc.
Nanallna Insnsjll a and Iroclrq eecammMdar1 n avaGabw non U.Is Hale insm.s.. • J D'Onanb DIN.. Mad"...153710.
47XXXX 11474306 IFLOOR I alty I 1pty I POINT LOAD P343394'
1X7 3X4 Vo 3X3 370 3X7 VA 1X3
B C a E F O H 1
1)3
A N M L K J
3Xa vs 3X4 3X3 Um SXa
s.74
24" 17.12 -
LOADING (pst)
SPACING 2-"
DEFT (n) (bP) udell
PLATES GRIP
TOLL 40.0
Plates Increase too
TIC 0.26'
VeR(LL) 0.09 ,AIM 999
M20(20ga) 2581216
TCOL 10.0
Lumber lnaease too
BC 0.59
Ven(TL) all MM 999
BCLL 0.0
Rep Shen I= NO
WB 0.3E
HorgrL) (103 J nfa
SCOL 5.0
Cade TPI
(Matric)
Min Length /.LL deft - 240
Weight 57 pms)
LUMBER BRACT ID
TO_ P CHORD 4 X 2 SW. No.3 -E=ept- TOP CHORD 'SheeNed.
Bd 4 X 2 SYP. f4o,2 SOT CHORD Rigid caErg AreaW aWwd,
BOT CHORD. 4 X 2 SYP No.2 or 1040-00 on cmt o
WEBS -4 X 2 SYP Nm3 Dlar+t9
REACTIONS (mshlae) .V787R3-8.A-751M-38
FORCES
TOP. CHORD .A43--72,.B�Oea C-0-..1880. D-E -1880, Ef=2414; FG--2414, G 4-1810,1 i . Ws,79
BOT CHORD J-K-1203, K.L-1203; L•M-1810,,44* 2294, AJ4-1106
WEBS A1r-1290, C NeM, 04,1 -176, E-N -483, E•Ma166, F•M=435; GMssi C+L-486, HL-797, "-11, H,1`1390
' - - ll ll ll
,asspNll
NOTESW, C
aed at,,101eet on center and fastened to each with 3.10d neea SUWVbaala to De -,•�• Q��N
ecorru2tB Nrn_ gbxlo, an e edg, apeWas
Mtaohad to wub at their cederends or restrained hY Ether ntmns.
2) CAUf1Oty Do not etM huu bedererds Q
tic.
LOAD CAWS) 20612
1) Lumber ktvmsset'.00, Plate Irtlx1.00
• STATE OF
Undo m toed• (be * 8)
VertBdC 100.0, C-0-100.0, DE--.100.0, E-F--100.0, F-G-100.0, G+i-400.0, H-1--100.0, IJ--100.0,-LK--10.0, - , '
K{s10.0, L-M-10.0, M�10.0, A-W-10A 9��,pT�S�Np� 04
Conarto-aoed Lneds(Ibs) •.,v �'•.••••.••
!NJU
veitF--285.0 0,s A t E'
As
AWARWNa Ver(ry design puramet. dnd READ NOTES ON TRRS AND REVERSE SWE 8SPORE USE.
Des,gn vow fop use onN with MIiOk'conne fors. IEY deoon is Is," onq upon Palomefsn shown. and Y. for. an "wuaf bu:Weq compOnenl to be
Inslallld a O IDOtlad vmticOW APPlcab111y of ds sign PO,atneteli and poise, M.010I,atiOn of bompOnenf Y,npOnsWMY OII,buWlnq Onlgner not Vuv
aesbne wln eCq shown 4 fo, Wler01 svPpod of InI Widu01 eb members only.. Atldillo.1 tornpblary t,xN o to nsute dablllty,Outng condtucnon Is the
lesaanub lhy Of the a,eCio Apollbrwl Peimahent�b,aCing 61thii OVNai d uctNe b the Inodrslbety OI quldanoe
egbia,nq IODnCaiiPtr puallly,gonlrGlfit0lage tleYve y aecfan and eracingi_CO.imp asl-e8 quality Vchdard: Ds1.,89 uaalrg soeaingatiw,, Epp. HIS-91 MITsk Industries, Inc.
and lmchw.eecommetwalbn'a`vollaole nomlpvd Flab Inslltul.. $e O'Onoab 0 N-. MOO... W153719.,
�JoE, :Trues Truss Type=Y PN
107XXXX 1072190 FLOOR 1 1 COMMON P343329
' RYLANO MANUFACTURING MIDWEST Z100 a MITek InduWtes, Inc Thu Jan 13 15:31:371S94 Page 1
I��AL44
was 373 1)0 3X3 00
B C D E F
1X3
UMBER
I�
2�10 'I eQ12
2+10 &S-2 `
LOADING
SPACING
2-0-0
I=
DEFL pn) (be) YdeO
PLATES GRIP
TOLL 40.0
Pllaee l(lceeva
.1.00'
TO 0.22
Veit(I.L) Q02 GM 999
M20(20ga) 25=16
TOOL. 10.0
Umber Incense
1.00
13C 0.7E
Vwt(rp 0.03 GM 999
BOLL 0.0
Rep Strew lncr
YES
WB 0.13
HwAn) 0.00 G Na
BCDL 5.0
Code
TPI
(Mab"
Min Lcr1gib / LL deft a 240 -
Weight 31 (Ibs)
LUMBER
BRACING
TOP ,CHORD :4 X 2 SYP Nc3 T=ept•
TOP CHORD Shmlhed
B-F4 X 2 SYP No.2
BGT CHORD RlWd 0"N d1fa* appibd,
BOT CHORD 4 X 2 SYP W.2
a 104)OM on cutler .
WEBS- 4 X 2 SYP Nm3
ixecinp.
REACTIONS Mw's&e) O33tN , A=336AJA
DEa-46?. EF�..F15-87
FC �''••r
BOT CHORD G-Ifr419 H4-462. M1 2
��•`t�E`v 1�r,
WESS A-0 5- , C-1=41. 134V•24, E-W-W, E-C 4
NOTES
1) Recarnnfencl 2x6 simVbecin, on edge, spaced at 10 feet an ardor end fastulM to eedl tnw Mdh 3.10d nails StMVbadm to be
Q .. , O 'e Iz
adached to walla at their outer ends or restrained by other rtleana.
2� 2
LOAD CASE43) StafdaN
M
•ice.(• ••<, ':.. ;
�'•01,
A �ON� NS�.•`�
7z/90 �23
&WARNING - Verify dee/gn pas sere and READ !VOTES ON TM AND REVERSE SWE BEFORE DBE-
lb vnn`vandilor use onN wNh:MOek,conneclws: ins detlan ifwsf ,d only upon palametea 4novrn. antl,b IV on ino bu l ba Shcng componenl,to be
mnowba and 1oocea edleaN AppI1CODWY of deign pplOmelea and plapef AxwpolW IV, of comp ent b Ietpw uoaty of 6.WinD deslpnel - 16" 11Vtt �.
aetb^e1 Bloclna shown b IV blefdl fummil of VWNldual web'membee onN.'Atldebnal lempoiary baeYp Id kuule dabaly, dufYp cond=lion Is Ins
lmponubJltV of Ins: eieCiw Addebnallpelmanenliblacing Ot �2 Ise 01a5.dNCiWe Iflne leivonminy o1,IMbW utp deslgnet:'Fo1 Oenefal Ouldancs
1edOlaina 1ap11Calbn, gV011ty conbol, ilo ope',lletivery, <fOCtbd Intl Nacing. Contul1-051-ee CWMV Slantlartl. 0Sb4e tmclf_,, Sp•oMcflon. ontl HIS-91 MITek Industries, Inc.
:MOn011ne Indp111M Ond 510CIrgAeawflmMtlwbrlava bbM IIOm'tnn Nat!IntIRWO. 5a3 D'OMnb DWe;Matleon, W153710,
za � Tmw 'I Tess -:F• 'I :'Y j.'y •
107:GCC< 10; 5059 j FLCCR CC!AMCN
3X.5
SJCS
tx1
3K1
]X3
tJ0
3X3
1X]
3x5
1X3
8
D
D
E
F
G
H
L
J
K
A O P O N M L
axe axe 1X3 1x3 3X5 3 e a a
4375^_
Cade
161-1]
.LOADING(psf
SPACING
2-0-0
'CSI
DEFL M) (1ba) del
`762
PLATES GRIP
TCLL- 40.0
Plates Increase
1.00
TC 0.55
Vert(LL) 0.25 N/O
M20(20ga) 256216
TCCL 10.0
Lumber Increase
1.00
BC 0.86
Vert(TL) 0.30 Nf0 625
BCLL 0.0
Rep Stress Ina
YES
•WB 0.45
Fba(TL) 0.01 L 'n/a
TPI
(Matra)
MN Length I U. def-= 240
Weight 77 Obs)
BCDL 5.0
LUMBER BRACING
TOP CHORD 4 X 2 SYP Na3.'Ehmept•' TOP CHORD Sheathed
B-K 4 X 2 SYP Nat, T2 4 X 2 SYP. No.2 BOT CHORD Rigid belling directly applied.
BOT CHORD 4 X 2 SYP Nat ar 1040,00 an center
WEBS 4 X 2 SYP No.3 N—ng-
REACTIONS (IWatte) 13==859N338, L=859N34
FORCES
TOP CHORD A-13=779, B-02Z..C-0--2289, D-. C"-7, E-F 2966;:''FG=3178, C-F# 3178, FFI=2236, F.1=-2236, J-K=O, K1=72
BOB CHORD L-M=12 28 M-f0-980. t Op-' 86, O-P=2986 P-171. F- , A�1440
WEBS AG=1828, C�980, DQ�10: E-0=-832,'.E-P=.171, F�138,.F�245, G-tA245, H44-392, H-M=706, FM=173,
J.M=1110, J-L-1498 - -
NOTES
1) Recommend 21d1 sbwV mcla; on edges Spaced et,10 feet on center and fastened to each trust with 3-10d naDL Stmngbacato be
atfacl d to weft at their but« ends a restrained by other means
LOADCASE(3) Standard -
llitl!/IFIF�'
crIA ,N....
\STfR • ey
P Pp
v3.
2CS12
• STATE OF
d.a hz•,v}� ; ,� r< rhr - z z'}ar s v i1-.1. v ¢i „a:.z sIc 3 -vie e ��
clrt.• cl only Jn.N f < a ec'o tan eeqn h ad ea o N uadn cemele an-xn andm I e nah.bual p binQ ecmp0 enol VVif
nve o b e b. .d <IK.IN. APPllcp ly Gt CeSq Oa amen s and Plope h c pGlalbn OI com pOnent pJnsbJlt al OU ICIn befq I
'!e q e-.'eleclnb fnown k Ioi bferOl s I upco" of lndNldUPl web mbels pntyAdaMnPl'mry le0d tblaclnb to arena ffab111tV bu IpO.canil uclbn k Ina
Po ci't y`ai me a IPI: AddItb dl C ma enl Onuala P1 Ina o elaA flmct ,4 Y Inm ,cdn,Z1111y of jh& buadlq.de lQnm. Fa aenetal ;Valance l
Inc •ab�q _Ibn. Tnlliy < nncl..taicro .Le V:.eleclb and blcctng futl CST -ea Cuelay Mande d DSe aolidclnqMITek Induct Inr:5p•caled!bn.,anC Nli.el
...:•era
;Co 7nsa
iVICCG< 107525:
STTY1
N1
Truss Type Cf/ P.,
�P_CCR 1t !t CCMMCN
NEST 2.1C0 e'.MITek Incusmes, Inc. Thu
1d-0 1. 1L12i
3X5 g(5 1X3 3X3 1)m 3X3 1X3 3X4 11C1
6 C 0 E F G H I J
A O N M L K
3X8 3X-5 1X3 3X3 3X5 3X8
�3n
1X3
I Pace! 1
.
a+ta
7-C2
LOADIHO(ps})
SPAGNG
2k0.
CSI
DEFL (In) MD) YdeB
'UM
PLATES GRIP
TCLL 40.0
Plates Increase:
1.00.
TC
029
Veren I )I 0.14 999
M20(20ga) 258216
TCOL 10.0
Lumber. Irtaease
1.00
BC'
0.56
Ven(TL)j 0.18 UM 923
BCLL 0.0
RepStiew Inci
YES
WB
0.36
Horgm) 0.01. K - n/a
TPI
(Mabbl)
Min Length / LL dell - 240
Weight: 68 ODs)
BCOL 5.0 Code
LUMBER SRACSIG .
TOP CHORD 4 X 2 SYP No iT=ePV TOP CHORD Sheathed
BJ'4 X 2 SYP Hot;724 X 2 SYP Nat BOT CHORD ftW ceiling directly avMKd.
BOT CHORD 4 X 2 SYP No.2 a1040.00 on °enter
WEBS 4 X 2 SYP NM3. bracinp-
REACTIONS (bsh&e) B=74SM-Ul, K=749103.8
FORCES
TOP CHORD%.A-B=667, B{Z; G �Ds1923,.D-E=-1921, E-F -2357. F-G=2357, G l lt- 1876, Klk -1876, 4.0O3 J-K=71
BOTCHORD'WL=1107, L-My1297, M-WMS7, N1K2 , A0-1232,
WEBS A-C-1393, C-6-797, Db%L102, E-Os521,. E444 ", F•M�59, G-M=70, G.L -492, H1s160, 4L=897, HC=1291
NOTES
1J Recommend Dt6 3ftWVba'im, an edge, it10 reel on center and faatertee to each et3sa wllh 3-100 oath StnKlgbacln to De
etlached to walla at their cider wds a restrained by lather moose
LOAD CASE(S) ' Standard
V�
`,1r1511rrt nrrrtq�re.
G.
20Ci2
• STATE OF
07-om,62 �cZ7
tolls 21011011
,cr s O In 111 ic only f once W]-rl D<se0 I .' ]c iLt J, gnOY < G OLC -_"n 1 I rbzs
G O CO O <IKOiIV. aDDIK IIIY JI C<Vq CD Om lain OnoOPe nCO21<019n GI C CCnenl FOn &Off 1 I.. ..LSIq
6IOr.gl O tUDP0r1 ]I nCNICUOI Web TC<t only..lddltbn.1 'eI11DO,O Y O,OG1r,q 10 VI re itCCJI1V O gIGOn I VGIKn In<
I Do bllty OI Ihe,ereClor.. Addltb OI bermane I erOCln4 OI fhe o mflLvnmGtVre b'the tlpOnVb1Y1Y OI Ah. DVlblrp Jetpn<r PorgLne cl q IOOnGe
�eqe enq rObrbatbn quallly cool OI tbmpe d II a Y. aKtbn and Dracing contva 9SM1aa owMy Slana d DSs.av rmelnq Sa ,Jteollon. and HIS 01 MITek Industries, Inc.
H soling lntivul Oe aJr«Inq ve<ommmEa110n0 allabN no t slTal<InsutN �54J D-0noub Dme:m e%on.W153719.
..cD '•vss 1 7,,,c '.fpe
2t60 a MITe< Inmsmes, Inc. Inu lan t
Is 1tua t,.4
3X5 6X5 3X3 3X,7 1X7 3X3 1X3 3X5 w
B. C 3 ' E F G N I. J
•till
A N- M L K
3xa 3K7 Us 3X6 Us
I0.
-,.ta. c=
Plate Orteele o-ekTop):
L25,1.5, N:4.0.C5
LOADING'(ps0
SPACING
a2-0-0
C31
0.25
DEFL
'Ved(LL)
(In)
0.14
(Ix) Well
F 999
PLATES GRIP
M20(209a) 25=16
TCLL, 40.0
plates Irc=ase
1'..00
TIC.
TCCL 10.0
Lumber lmease
1.00
BC 0.69
VwtCrQ
0.18
UM, _ 933
BCLL 0.0.
Rep Sams Itkr
NO
TPI
WE, 0.45
(MeObt)'
Haz(1L) 0.00 K n/a
Min Lw pOl / LL deft - 24C
WeighL 70 Qbs)
BCOL 5.0 Code
LUMBER BRACING
TOP CHORD Sbmtbed
TOP CHORD 4 X 2 SYP No.3 -E�
B-i 4 X 2 SYP No.2, T2 4 X 2 SYP No.2 BOT CHORD Weld ceMp dVectty applied,
'EDT CHORD: 4 X 2 SYP. Nat a 10-00-00 on center
WEBS 4 X2 SYP Nd.3 tXacmiO'
'REACTIONS Msk=) B=95a.O-3-1,K=816/0-"
FORCES
TOP CHORD A43=863. BL--2,.C-D-2438:.D-E=2438:..8 EF=2857, F-G-2657, 34-1 -2092, 1-14 -2092, W=O, J-K=72
BOT CHORD K.L-1213, �6 L•M24, M��2745, A-*159
WEBS A-�1808, C-f 1034,.044 -337, E-N=387, E-M-131,'F-M-177; G-M=172, G4,=4=, HA.=-169,'1{-1026,
FK=-1416
NOTES
7) Rcarlvnend"2ffi aCorgDada, on edpa,' gated at 10 feet on ovder,and fostered to each lnsa with 3.10d Iwlla Shmpbacln to be
aMwW to waft at Odr Dufer ends or fe&wwd bydller meets: -
2) CAvnCN, Do not erect tnsa bedosatdlt
LOAD CASE(S)
11 Lianber Irwease-1.00, Plate Inamee-1.00 _
Ursartn LDeaa LIDa per nl -
VertE-0-700.0, GW-100.0 DE=-100 0 EF 100.0 F11-100.0, GFP100.0, 1-14-100.0,
J-K-100.0,
ii111111IIII,t,
NC
20612 _—
_ STATE OF
��ssartufesps4js
.•'�.�A�� OF 0,i
S '• ,H�
�} t STEP', W-
.74�z8
� e pnv In Mlte c mx Ih Ui °K pP Cp Onry CO Pa c len Sn np 3'C a nal iCual k CCmP n 1 O DD
C Koaep a IKoly. aOD KobIIW,oI.0 /C Do a ele ano P opei Into W' a1Cn of cc PC tnl'N a DO sib lily CI7 kl7 .`.nh:n nol I s
I' Ce qne dreClnp tn0 n h IOYIPI<lpl t PM I OI pNkupl weD mem De i Dory Aopllb al iemP n,.t b t In l0 W$ M ilPGlllly.1. F., cone'ol b E Ina
rexbo bnt oUne a ePlOr. ACCIIb OI permbne 1 Dlacjl c of Ipe O e00'itlu .nla k the retPOniblYty of ,d. buI1CM0 icc$n, Fpl Oen<pl gdkpnce
ICjC p O OD balbn CUPYty conVol t101ppil..C<Vvery elxibn pnC b Ocl p: CO tull OD -Da GYPI4y St Mcda , W153 Imclna Speceltatlon, pnC,Nlr-ii MITek+Ind Ystrlea, Inc.
Xa ..I^c ntalllnp ana AreclM •Kom 'r•"lelb Cep kDN 4om i vxi Role ncd VH".a3 D'Jnolrb DNve..Mpplson WISiT G---- — -----
129:C(.C< 1_710-a FLCCP 1 1 GRCER P343370
I oti ..., ., ,,.c..•-..or. ., r....rc e+ 2.10 a MITek Incustnt s. inc. Thu Jan 13 15:47:35 1994 Pace 1
S
1-bd
31O
3l0
XO
8 C D
I' I
r3 y
r3 r3
=8 us
}]2
LOADING(pst)
TCLL 40.0
SPACING 2-"
Fides Increase 1.00
'Cal
TC 0.33
DEFL (n) (loci Well
Ved(LL) 0.00 C 999
PLATES GRIP
M20(20ga) 258216
TCCL 10.0
Lumber Increase 1.00
BC 0.14
Vet(TL) 0.02 EIA _ 999
BCLL 0.0
BCDL 5.0
Rep Stress lna NO
code TPI
WB 0.08
(Matrbt)
HOG(rL) 0.00 E Na
Min LmVt h./ LLde0 - 240
Weight 19 Qbs)
LUMBER '-
TOP CHORD 4 X 2 SYP No.3'Eleepr
BRACING
TOP CHORD SheeRled
B-D 4 X 2 SYP No.2 -
BOT CHORD Rigid ceiling dlreddY appAed,
BOT CHORD 4 X 2 SYP Nat
or 10-0000 an center
WEBS 4 X 2 SYP No.3
bracing -
REACTIONS (Ibs/stze) E-31443-8, A=3141D 7.8
FORCES
TOP CHORD A$--97, B•CO3 C4k-0, D-E=128
'
BOTCHORD A•E-282
WEBS A-C-346, C-E�29
ytit I rrJ,ljA1
,�. -
C 11
Ue
NOTES ,
1) Reowrsnend 2 6 strongbadaL an edge, spaced at 10 feet on center and fastened to each bhm with 3-1ad rmlh Shorgbada to be:, g� ;r Gi �.f fK�O F9 •:
etteched to wells at their outer ends or restrained by other means.:
No.
= 20612
LOADCASE(S)
1) Lurnber khcrcasee1.00, Plate Inaeesa=1.00
C • STA'F_ IF e
11rlBorrn Lords (me per m -
VertB•a-183.Sr t.d••183.5. A•E=10.0
• n
�90�, IANP
r
5 's
''�4nullie.P° -
�29oSf8 �4
UV :i:5.1.YD 'tr ..:i_L SID 3CiG2' Z
"I ute A ly nn Miter, c necicri, the design k "sea onry ODOn Pe omelen 1n0' . aM s rat on Nalvgva a JCI p cGmoan I ro to
ni'G ea 9no ,.6thd. a Ikally. l pp,aOwty ol'o.u,h oawmete s ano alOPel lnco p0 albs of Co DO f a esDOnirlioIlty of D k]Inp a s'rpn t at Iluu
y g constmclbn s the
aeigne . 2 aclnp'NOwn a IOt pleat iuDDO LOI:YWNI,o& wet themaet: only Aoa li, the
lem pro o Y'ty .1 a to Nsme during a
le:po rsilly of the eleO101. ACOIib al D^ manent eta- Ot the .1.1.4 cI g. isule k lne a Quoin,
Ibwty dlM building eeap el. : general
nWbance MITek
tY. .ab GOMn, c rainy con ,, vlo oY>oel sty erectionana o aClnp. consun asFea Oualay Stonaala OSLW haclnp Speclacasbn. ano N1691 Industries, Inc.
u_ .apr_! �... -; ,,,r Cr.. .... ,:.:. rat ':..r•. . -e .ACC'_ NI SE r0.
JCa Truss Tara ryFe i Cry F .
_i:CCU 071=2 _ Co
CZ:MIACN
2.:00 e
tax
F t oa
,
3X5
9C5
3X5
B C 0
]11)L1
Nl
A E
3%D 3%B
3 13
—3412
LOADING (ps1J
SPACING 2-"
CSI
DER (In) (Ioc) Well
PLATES GRIP
TOLL 40.0
.Plate increase 1.00
TC 0.04
Vert(LL)I 0.00' C 999
M20(2oga) 258/216
TCOL 10.0
Umber Inciease :1.00
6C 0.09
Vdt(TL)� a 01 EIA 999
BOLL 0.0
Rep Stress lncr YES
WB 0.04
Haz(TL) 0.00 E - rVa
BCOL 50
Code TPt
(Matrix)
Min Length / LL deb = 240
Weight: 22 Otto)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP Nm3 4jecept•
TOP CHORD Sheathed .
B-O 4 X 2 SYP NmZ T2 4 X 2 SYP No.2
BOT CHORD Rigid cetling dIfCtH applied,
BOT CHORD 4 X 2 SYP Nat
or 10-00-00 on center
WEBS 4 X 2 SYP Na3
bra
REACTIONS (Iba/ahe) D-16711)- 6, E-167r038
FORCES
TOP CHORD A43-A7, B-C-0; C•0=0, DEs26
BOTCHORD A-E-139
WEBS A•P157, C-E-107
NOTES „ 06111114r•
1) RemrnrtlerM 2xe atroltgbarJu, an edge, vexed at,10 !trot an tatter end tatxetted to each truss r„u13-1oa haftsvongexln m be `,•REV lN. CQ
waft ''•,,
attached to waat dw outer ends a restrained by other mean .` ,` Be
LOAD CASE(S) SUndard 5� :Q is rfgF : F9
No
206,2
_ s .STATE OF
-
EOF0 "'•
A �1Ai;
H tit. .
caat'a CZ E
48357 0 • W':
c,..: Qv:
or e > 1 m •tit c necto 11`rt •pn"n .1e Intl uPC 'J ten no ono s Iof on "nalvbvt -IC:np ccmPonenl b 'Y
a'C a"otlC O IICC N.: .DOIICaCII1tY 01 ae5gn na Tejo, O o Op! InCa ,,Cjoron OI Ca pOnenl b e pOnslWltY OI 41C' g dest ner - not liufi. '
i tl tq ei drat np no n is lort'almat wpOON(ol IntlNquol-web memb<fonlY Aootgnai dempo Ory broclnp to nsUle.tl0bdlll b Mp Con,lrucibn a the
re o vallty vl in. .,ecru. ACClebnae'permb eel b bclpp,ol the ovmbl ,baclme x in. lespon.blet, of the ouaaing Cesq et. For panewl pugan<e
,<pato np tbCrCplgn. Cucoy connol itotaps. aewery.; erection onto''biacinp, consult CST-4ee puolny StbMard. 651-a0 IwtMpdpecaicotlon, ants NII-pl • LIITOk )lid Mf tf lOf, Inc
nnq ln,rv4lnv er'9 lrxrnO.:lr vm�+nn T'<n n'. �'ab+� "nm'•vti Mle ln,:10.':n M3 Yanollb 0"". MaGbOn. W151)l v..
_CD Tr'a T I Pipe CN FY
107:CCG( i 107'_SC6 r_CCR t COMMON T-L'333
2.100 If MITex Ir
ley c 1-S 12
3X7 3X3 1X3 3X1 1X3 ])C8 11l
B C 0 E F G H
1X3
�I
A K
J
3X8 3X5 3X5
3X8
169-/
LOADING (Pat)
SPACING 2-0-0
1.00
C31
TO 0.17
DEFL (in) (Ix) Ydell
Vat(LL) 0.05 JO( 999
PLATES GRIP
M20(20ga) 258216
TCLL 40.0
TCDL 10.0
Platen Increase
LtanbW Increase 1.00
BC 0.37
Vert(iL) 0.06 JIX 999
BCLL 0.0
BCOL 5.0
Rep Stress lncr YES
Code Tat
WB 0.24
(Math&)
H=(TL) 0.01 1 - rJa
Min Length / LL dell - 240
Weight: 51 (Ibs)
LUMBER .. - OPACL40 .
TOP CHORD 4X 2 SYP Nall'E=ept' TOP CHORD Sheathed
BOT CHORD Rigid caring 6recW applied, .
B44 4 X 2 SYP No.2
SOT CHORD 4 X 2 SYP Nat or 16-06'00 on
center _
WEBS 4X2SYPNm3 - '
REACTIONS (mah¢e) t=572 . A=57ZO-1-8
t rid
FORCES
r,'''�i
\P'•4•K 7,'( i1�
TOP CHORD A-B-71, B-0=0; C-0=-1283, D-Es1263, E-F=1241, F-C,=-1241, G-FkO, H-I--61
BOT CHORD 1.1=724, J-K-1412; A-K=808
d; ; •: �I. S 7F„•�,
WEBS A-C=-943, CK=554, D-K=169, E-K-151, E.J=-200; FJ=-172, G.1=604, G-1=-878
:f9%
N3.
NOTES
1) Recommend 2X6 sro gbada, on edge; spaced at10 feet on cem# and fastened to each tr5ras wdh 3-1Od mIL ShorgCxla to be
stitched to waft at thec cuter ends for resRatrred try othermeas n
�, STATE OF , e
LOAD CJLSE(B) StandardV0)gN
P,: a��2 •�.
.,
_
"I18481i1llH
Sol
x ,yr• '_Y3,s. b- ci" S!+P-ll..\\'•`'.. •7�j1 I� 4
fj1^� L
�'^�.�•w
-
.....
\ 5�
tC,1L'L::1
3V
trs-
Cam;` Y •��
` 4, d j ;
7�/0�7906 r7
-a:s_:zs .zrc:i
q < ] W N.n.'Allea Cann<Clors. Ins oeWn :: ba:ea o'N'Pan oa amebl llo n. an. 1 b an nallrauc GIn1 cCmpOnenl 'O C<
.n51 C OOCeD 1ball,. 1 a.IKDDNIY OI C. n ba"Ine eli and CIOOOI JIV CIDaIOIbn Of am an.nl e lotvoer�-MV OI:C 41nd deily-n<1 - nO111YsiDul
desgnel 8 ac.np lnP n C 101 Idled' fubC011 of IndNbvDl web memDen onN Aodlibn.i Iem PO ory wocfp 10 Ylsme dccJlly CVling contuuclbn rs 111e
eldOnvDdly of In. mxloL lddlfb al_belman.N"OIOcino of In. ovelaY Ihuclul* h the IesaoMZ1111Y Of IM bull[90d_ designer. FOI general guidance
,•galcing Idolealbn. ou6111µcontrol.doldQe: deWery, eleClbn and bracing consultOSI 88 Q..ay Slanderd. 051-89 I<OCInp-SOec:adallon, and HILOI MITek Industries, Inc.
vsnm'-.a imlalllna and bac4q C<cOmmMldallan avCAObb nom Imb PC191m:rtW e, 5610'Onoub one. M ..n. W1537I a.
107:CCC< 1075659 CCR t 1 rOIA MC>I T.432c3
1..00 a MITek Intlustnes. Inc. Tbu _an .3 15:42.-2 1994 Pace 1 I
3X5 5X8 1X1 ]X3 DO 3X3 IX3 3X3 1X3 3X8 im
B O O E F G H I J K L
3%3
A R O P O N M
3X8 3X7 3X3 1X3 3X5 3X7 3)rD
8514 Li1t
Plete COaets (LdLTop): N:3.0.1.5. R:4.0,1.5
LOADING (pst)
SPACING2-G-0
1.00
C31
TC 0.45
DEFL (in) (I-) ydef
Ven(LL) 0.33 OIP 637
TCLL 40.0
TOOL 10.0
Plates Inarase
Lber UrAease 1.00
um
BC 0.89
Ven(rQ 0.40 CVP 527
BOLL 0.0
Rep Stress Incr YES
WB. 0.53
H=(1L) 0.01 M Na
BCOL 5.0
Code TPI
(Mark) _'.
Min LengM / LL deA a 240
LUMBER
13RACMG
TOP CHORD 4 X 2 SYP No.3 T=ept•
B4. 4 X 2 SYP No.2, T2 4 X 2 SYP Nd.2
TOP CHORD 57teaMed
BOT CHORD Rigid ceiling d1recW aPRlkc
BOT CHORD 4 X 2 SYP NMI
or 1040-00 on center
WEBS 4 X 2 SYP Nm3
brzc'g'
RFACTION3 ( &4&e) B-96SM--8, M=969/0.18
FORCES
TOP CHORD A48=884, B.C=2, C-D-2703, RE=2701,.E.F=Z958, Fla; 3- . GFP3692, FFI--3892, I-.A2602, J-K=2602,
K-L-O,-L-M-72
BOT CHORD MJJ-1468. N-C> 8 . 04-3958. P�3958, O-R=3457, AJi�1844
WEBS AP1858, C.R-1223, D-R=-131, E-R—WZ E-0-584. F-0--226, G-i 5=. G0s76. H-O-412. 14>�586, Wt-918,
Jd7-171, K-'Y11323, K-M-1712
PLATES' GRIP
M20(20ga) 2581216
Weight 85.Obs)
NOTES
1) Re=mnerd 2XS ahbrlgbacks, an edge. spaced at.10 feet on order and 6Oened to each Inca w0h 3-10d Iw84 SUrngbacks to be
attadled to waft at Ow outer girds ar midmined by Ww Irleani, -
LOAD CASES) Sterdard
I"
W.
t�stunuyrr
°c A. ee,
t G1SifH-•• P
No. c� .
20612
STATE OF e
�•QZ
E OF p'"'ss+ eta••.•
STEP14:9 ; 4-
C
Z
r ;ZI
�/o768S9 `-3�
p ry Y In uil n .Oit III CO YJn i2-.bbteC O Y �DCn PCICmeler4 NOwn.IO nO nOF/b U01 D binp CCm CCntnl 'O Q
nStC I<O] C OOCIC IICCII'/ D IC Dllly OlblYQnpD1Cm<I S C C PrODeI IICOIpOIDIbn OI COm DOnenl e ! COnSiEAly OI b 'ICI Q DlSbnel nO111Vss
Cetkner. wcmQ S00' n e lol bl<cl tuopori CI 4WNbuCI WD em D<i onp iCClibnCl IOm DOICm tl-cY to Atu" ao0ley C mp, CC $lmclbn 4 Ine
l
retMn OJlly 01 meecl0 AC"Ib cl pe an enl b aCHp DI to 0 e CIII 1 uCg. Col Vte Is me r.'.n1IbmI1 of IM Oulbtrq Cetlpn r Fol pen<ICI QubenCa
rMC C Q IcorbOlbn .CUCOIy ICtppe C,a Dlocin`Cell e y eteClbn mull GSM1aa GuoIe Y Slendard 0v-av tfeCIng Sn dlcailon and NIB vl MITek Industries, Inc.
CCA of
,, G rglilnC 9m.. nc 543 D'Onolrb Or'r<. MCCeon, w153J1 e,
r
1-7:CCC( 12,1147 j:"L^_CR
CN :PY
G;RC_7 __i<37-
1
1A-0
Ida
1
310
3X7
3)3
9
C
D
Nl
A F E
3" 10 3Xa
� coo 1 s/oa
2-0a t-ifH! "
LOADING (Pst)
SPACING 2-0-0'
C01
DEFL (in) ODc) Well
PLATES GRIP
TOLL 40.0
Pints Increnu 1:00
TO 0.88
Vei 0.02 C 999
M20(20ga) 256/116
TOOL 10.0
Lumber Increase 1.00
BC 0.42
Ven(TL) 0.02 FIA 999
I
1
BOLL 0.0
Rep Strsae lrly- NO
WE 0.43
Fbrz(TL) 0.01 E - Na
.
BCOL 50
Code TPI
(Matrbq
Min Length'I LL dell . 240
Weight: 22 Qbs)
LUMBER
70P C710RD 4 X 2 S Ni
BRACING _ CHORD Sheathed
Nolsegl•
6-04X2 SYPPNo.1
BOT CHORD Rigid getting dbecifY died.
8OT CHORD 4 X 2 SYP Nat
or 1041G00 an xma
WEBS 4 X 2 SYP N0.3
1:01ai4
REACTIONS (IDs/slze). E--Ml3M,-,8, A=1988143A
FORCES
TOP CHORD A-8�1070, B C-O, CEO. PE=-1028
BOT CHORD EF-1540, AF-1540
WEBS A-C-1785, CF-4, GE=1819
NOTES
1) Recommend 2XS etrongbodair on edge apxed et 10 feet m order and fastaed to ewh trtaa wfth 3-10d nais Strargbacla to ba r�Q�ENs'W s •� fr.,,•, e
a0achred to waft at the"r or ends a nestrakled by other teem
2) CAUTION, Do not erect In= badarada. �`ry� dn� i•
i)wlnSir,)ssa-1.00,PWeIncrene 1.00 ; N rFgF�Fg
N3.
Uniform
vate8=ossper
o)ca-s52.o, Ef-1o.a, Af--1o.a _ 20672
• STATE Or If
VatB�:E7&0 (T878.0 Ds878 0 f. } - -, •e ,-.. '.
•e
rY�-.s� v � _.. s` ��-. v ' 3'E�L as• 3 Sya.F"fi, ,� "4_-r;-£`-s'-y 90�s iND•(AN'� G`4f.� "c',
41.
yCz
Ohl, Ih `.tii Ca Cali the aeWh M1 oat a anN: la0 aCm I.Is No' n a C S'C on /IC /ia VCl ]..,con, CCm OOnenl 'C ]e
cot :1 a a baa<a IKCIN >ODIKaolllty 0, dthrp Dalah, ere S a o Dlo1 e, Inco CO clan oI co 0o N 6 escant D lln, of D alma aespnel nor muss
OeSGne . Dwc ng i,a n e for bl elal NPPo f of InaN4va1 web emaen onH. AdallblWl Iemo DCry a aC4q to >we slaDWhy au In0 CCAV Ioctbn h'he
eraCnvOJlly of Jl1e erector. Aafilibnal pelmaneBUR
I awCeo at Ine ovela4 iinh,,h. a the lemnn:mwy of the DV+avq aeipnm. For general p laance
legalcing roolCatbh. atjallt, control. storage. d-&- ' eleCtrait and tracing. consull osi-0a Quality nanaala. OSS-59. Starting ip•orKotbn, aid, Hu.al MITek Induetrlee, Inc.
"a I nonrn -.nre. Maa4K+...153719,
I
iVX(G( .107468: FLCCR
RYLAND MANUFACTURING .MICWEST 7.100 a M1Terc 11MUStneS, Inc. LDu Jan Q It 71ad 1994 =age 1
12-0 l�
TI
3X3 3X4'' 1X3 3X3 3X3 im 3X4 1X7
8 C G E F G N I
A N M L K J
3Xe us 1)c3 UO US 3Xa
1X3
Z
LOADING(pst)
SPACING 243-0
1.00
'C91
TC 0.18
DEFT (0) (too) Well
Veft(LL) 0;08 L!M 999
PLATES GRIP
M20(20ga) 258216
TCLL 40.0
TCDL 10.0
F4etes Increase
Lumber Increase 1.00
BC 0.49
Vert(Ty 0.10 UM 999
BOLL 0.0
Rep Stress Ina YES
TPI
WB 0.31
(Matrk)
Huz(TL) 0.02 J - Na
Min Length r LL dell = 240
Weight 58 obs)
BCD- 5.0
Code
LUMBER - DI BRACG '
'TOP CHORD t 4 X 2 SYP NM3'E=eµ• - TOP CHORD Sheathed
B-1 4 X 2 SYP No.2 BOT CHORD Ripid cel&V directs' applleQ '
BOT CHORD 4 X 2 SYP No.2 M 10-00'00m atrter
WEBS 4 X 2 SYP No.3 a8gng'
REACTIONS M&Isi e) .1=87810+-i-8, A=678M-34
FORCES
TOP CHORD A-8=-72, B1r0; C0=-1638; DE=1638; E-F-1949;F-G -1638; GH=1638. 1-14=0, kt—' 72
BOTCHORD J-K=984, K{=1949,.L-M=1949, M-WISQ, A-WS84
WEBS A4>,-1148, C440762, Dw-177. E-17-350, E-M-11, F{=11. F-K�360, GK-177. HJC=762, I-W -1148
r
•`4Q�C(v' :..
,/,
` v ,NOTES
:
1) Recommend 2a6'strongbacks, on edge, spaced at 10.ted on center end Casten ed to each tires WIM 3-10d null& Strtxlgbe to be ; • 1 J *� 7' `Cc9 ':
•� Fp
atteched to warm at their outer ends a restrained by other nlearn
.• •;
k0
LOAD CASES) Standard _ -
— 2CS12
' STATE DF
e
NAI N
'PooPOF pp
�.
It
cap s°i
, At
asi
Ic
orr
'"Its sale
lee''
e.YJn k 1f< OnY In MIf< CJ nKt012.;no .0 LOn . co ell J ly VpOn ?OlCm elGlf TO •'n, OnC i -ol nCIVCICI 91n: CJmpOnenl 'O b<
int1011 0 o tl boCetl, a Ik lY .?pPlkablllly of Cefq ''po Omele f no p.P.. IncolpOlolbn of compOnenl 4 �esOOni�blllly of b kln<J oesgnel nal'nusi
tl <tgnel. Blacmq fnovn a f01 blefCl SuppoO Of InCNbutll veb members only. Adollbnoi lemP cn` woc• 10 nwjo 000w,y 0 to conYlVOlbn b Ins
escOnuo,y of no elec:oL AeCnbnal pelmbnenl' blOCnQ of insovelP4 flmcfu'. u me IefponsOlYfv OI Its evYaYp 0etpnel. for 00.1.1 ( kacnce
le'Jomina IOtikJibn. oucAH Cona01, VCIOge. Oel Y..Tecfbn w4 bfacind consua CST-aa Outlay SlondoM. DSI-69 4CCInQ dpecelcbllcn, OM KIl-91 MITek Industries, Inc.
t o-<.ein:eNin Ada C-O,or� .,N. atic<dn a. tl7ll.
1376'C<X 1375258 FLCCR I 1 I BRICK CFCC'l ?2Y256
RYLANDMMIUFACiURING MIDWEST 2. 100 a .MiTex noustnes, Inc. au Jan 13 15:53:04 1994 Page 1 1
lbd (L�1I,
I
3X] 3X4 IX3 3X3 1X3 3X3 1X3 315 3X5
B C D E F G H I J
N1
A O N M L K
axe 3X5 1X1 WO 9C6 3XD
1X3
IX3
60-a _I
tY9-t 14t-12
I
604
} 14 64-0
LOADING (psQ
SPACING 2-0-0
CSI
DEFL (in) (IOC) Well
PLATES GRIP
TCLL 40.0
'Plates Increase 1.00
TICO29
Ved(LL) 0.14 LDA 999
)(
M20(20ga) 258/216
TOOL 10.0
Lumber Increase 1.e0
BC, 0.66
Ver 0.18 LIM _ 919
.
BOLL 0.0
Rep Stress Ina YES
WB 0.39
Hwgn.) 0.03 K n/a
BCCL 5.0
Code TPI
(MatrsQ
Min Length I LL deft - 240
Weight 66 (Ibs)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP Nb3 E+sept'
TOP CHORD. Sheathed
BJ 4 X 2 SYP Nc.2
BOT CHORD Rigid cetTng directly applied,
BOT CHORD 4 X 2 SYP Nm2
or 10-00-00 on center
WEBS 4 X 2 SYP Na3
REACTIONS (Ibs/stze) K=75710-3-8, A-757M48
FORCES
TOP CHORD A48=71, BC-O, C-0-1890, O Es1890; E-F-2397, F-3i 2397, G-H -2023, F4n-2023, k"- JLK-49
SOT CHORD K4L=1318, L-M-M92, M-N nV7 , N-0=2397, A�071115
WEBS AC=1300 C-C--WO 60=-153E�5B6, E-W68 F-M--31 GMT GL=-431, H-L=151, 11== N(=1470
NOTES
1) RecvrtunaW 2hdi strbrgbaclo; an edge, spaced at 10 feet on center and fastened to each Nro With 3.10d rha0a Stragbnda to be
41,
enadied to waft at thew outer ends a restrained by wier mtmro. -
c3� :Q G) 5 rEyF• ; c9
O
LOAD CASE(S) Standard
J N0.
- 20612
STATE OF e
5 .•
CrIn
•X 2
+�,S�aid AL
js'.. L :y J< iT ?u�r+i.t s.1.i :tF 1�r Y0'^-.J' Y YIS .uYD RE•R^SE S1Dt3 3"FORZ ---5
only th MIteR CO %tart, Tne C u n. , Oct Only JpOn perOTeleri NO n no f'Cr O nd"tc.ol .�. IC410 CamOOnenl :O .�.!
n: c wtl n0 batled elrlCally. AppIICODIIIIy CI OHlbn pa omelen a o Gloper Incol,ofolbn of component s tnoonLbAlty of b Icing dint ner - not tla
tletgner awCing'shovn It for bteral suDoo f_ol IOOhbuel web enmeet only. AtltllibMl temporary dacM to In ule sloOdlly tlu Ng Co Ylu, to tM
eipcnstCW4 of line a ecto AEtlnb al pe me < 1 b acNp Of the a eraY'il uCfu a nne fe`Oo sfsl Of iM loQ busddespn . For general'. nce
Im
e:aw gob ICOIbn guc1IIv ConYwl tto a . ,c rlve v e GGilom one b acing consult CST -elf Cu mY ggMerd: gsLae-trocing SpecabetbM1 Ond KIO.91 11I Industries, Inc.
Maly 11CWI
:nO Tnrse Truss T,pe Cy j PN
RYLANOMANUFACT ING .MIDWEST
2. 100 e. MITn[ lndlrtines, Inc. TueJan :513:03: 221994 PageI '
1.aa 1-.-e a�7i
SXa 2X5 3X3 1X3
1X3 3l0 1X3 U4 3XB
B C D E
F G H
1O
1X3
N
'T
A O N
M L K
=1 3X7 =1
3X1 3X5 uz?
5.7-0
r
119J 1}1-12
r
I1g-1 O+a
plats, OBseb, (Lell•Top): 0:4.0,1':5
LOADING (psi
SPACING 2-"
CSI
DEFL (In) (hoc) YtlM
PLATES GRIP
TOLL 40.0
Plates lnarase 1.00
TC 0.32
Ved(LL) G14 U„ 999
M20RGga) 2SM16 "
TOOL 10.0
Lumber increase 1.00
BC 0.68
Ven(TQ 0,111 " 927
ecLL 0.0
Rep Suess, Ina NO
WB 0.57
Hom(TL) Q01 K Ne
-
BCOL 5.0
Cade TPI
-(Ma>rm
' Min LwVM / LL deb - 240
Well^ 71 (be)
LUMBER
BRACING -
TOP CHORD 4 X 2 SYP N0.3 •Exept-
TOP CHORD SheaMed
BJ 4 X 2 SYP No.2, T2 4 X 2 SYP No.2
BOT CHORD Rigid celaV directly applied,
BOT CHORD 4 X 2 SYP No.2
or 10-00-00 an center
WEBS 4 X 2 SYP No.3
braca9.
REACTIONS Obese) B-749/D3A, K=199910J-8
FORCES
TOP CHORD A43-12, BG=1281, C-C-1262: DE-2336, EF=2336, FG=2336, G-H=1993, FH=1993, W-0, 1K=1339
BIOT.CHORD K.La1302; L-M=2350, M-&2336, N•C--1932,;A{�0
"
WEBS B-0=1428, C0�224, D4a--761, 044=502, E-W-220, F-M=28, G-M=16, G-L=415, H1=150, I-L--806, I-K=1453
1)O Recommend 2x6 On edge, spaced at 10 fast on infer and fastened
to each tnrss wfth 3-10d naAL Stta9bada to be "Cq
atrbrlgbacla,
attached to weft at trek Otte ands a resUalned by other means
.�`,x`1w
l4Q •• B� .,.
2) CAUTION, Do not eyed Mass ba&wardL
.•
; 5 i e
- : 'cO�
, ;*,ii
LOAD CASE(S)
•.'' —
1) Lumber lncreate=1.00r plate lnorease=1.00 ..
- - 210,612--
Uniform I oado (be pe It) .. .-z
VM:B1— 100 0 C-D -100 0 D-E100 0 E-F 100.0 FG=100 0, (344 -100 0 H-I 100 % W-100.0 K4-10.0 5 A I t Or.,
-
L-M=10.0 M 10 0 N 6 -70 0 A 10 0 -. -- •'� -• • 4
ted Cormertuataadt (p) x t -< m U.c <.7Dl�j1Q e
.veltJ=-12500-*-A'=e"v"d..-i�"'as,.,�o-dS''.
114 "ON
AL
°aml4aaH;f .
.�•` SE 0'F � 1
JAN 311994
#i3�fzsy Fie
32-C S_:2.
ate Only Wlin MIIst JOMe<tOR. IM Ce,I,nn base. 1pry uCOTp ,.,n.Iea Nowa, and . a, an M'nq Wl ObY mg cCmp.nenl 'O ce
vtec cn,,_ added vetl$ddfPr. A0011cabrllly OI ae0jn Odgdmeleri ant p Ooe, Ir1LOraOlotbn OI compan"I O IeipO Sr N Of Ou1f,=W J aesyner - n01 ll.'s
deign E,lc na renown a for blefo, support of-IndNlaual me* 'memoe s Only. ABdltbnal lempoary bldfi g to nsmeatabl,ly Julep consliuctbn a the
e c:noollly of the erector. Aatllibndl pelmanenl bwc1p of the Overcl structure a theresdanslbillty of tiro W10e9 deipnel, Far 9eneml gulaanae
regar 1ng 4.prkalbn. q.011ty conbol, ilorage.,tlelNery.'efealbn and breOng. consull CST -ea pualty Standard. OSI-ag lacing Spectkotrd, and N,,.gl
Mpnd'40:ni1p11�:.an. ,mc':nt'K)mr..ndnr"'n wgl'c^>+•:cm-.N.a I,. --=;vs, : A33 0 0,>,e.'�004cv'•"?'i.
MITek Industries, Inc.
I-
t a7:(10(1( 1475-59 is-CCR
U3
N�
1 ;FCINT LCTC
NEST :. tro a %I ea :nausmes.:nc. : r
t-b3 I nsa a+^+z,
3X5 6X5 WO 3X 1XT 3K:1 1X3 3X5 axe
6 C U3 0 E F G H I J
A N M L K
3Xa 3% 3X5 3Xa 3XQ
.:an i
3-aa
B-0=2
t19-f 1f1-12
yea
ta612 ��
Plate OaEete (LegToq): L25,1.5, N:4.0,1.5
-LOADING(ps1)
SPACING 2-0-0
CSI
0.25
DEFL (in) (bc) Well
Ved(LL) 0.15 L/M W9
PLATES GRIP
M20(20ga) 258216
TCLL 40.0
Pletes Iricreate 1.00
1.00
TC
NC 0.69
Veit(TL) 0.18 UM - 916
TCOL 10.0
BCLL 0.0
Lumber Increase
Rep Stress lnbr NO
WB 0.45
Horgn) 0.00 K rva
BCOL 5.0
code TPI
(Mal -.
Min L=VM / LL Ilea n 240
Weight 73 (ms)
LUMBER
TOP CHORD 4 X 2 SYP NQ.3 *E a
BRACING
TOP CHORD ShebOted
BJ 4 X 2 SYP Nat, T2 4 X 2 SYP No.2
Bar CHORD Mod ceiling Nredly aPPlkd•
BOT CHORD 4 X 2 SYP No.2 -
or 10.0000 m eer1w
WEBS 4 X 2 SYP No.3
61acirq'
REACTIONS passe) B=950103A, K=81610S8
FORCES
- OL.b-2433 DE=2430 E-F=-28B1 Fps-2861 G7P2234. /41:2234. 4•!=0• •%K'-89
I -3Ce I
TOP CHORD A$-864.
BOTHOROWEBS I( -1809, C-W25,N
A(01344309, E44-362.E-My208..F-M=178,GM-190, 0{e642,
H{=181, FL=938. I-KO-1597 ♦♦s,tffeff1�171F/F/I"
G C h
NOTES
♦ Q
:•' /4Q�.•••...9....
to be 5S V t •, i ;FC
1) RecornmeW 21B drongbacb,' W edge. •Paced at 10 tad an Ixxttc and tasklncd to each trim With 3-10d rod& Shargbad0 ••'Q.
aftactled to Waits at tlxk miter ends or restrained b/ QYxr inserts.
12.
2) CAUTION, Do not erect tress backwards.
- 20612 -
LOADCASE(S)
1) Umlber Increase-1.00, Plate Increase-1.00
L a STATE OF e S
- "� �•• Q
it •
Uniforrn Ueda (IEa perB):/�� I QN p.•' �4f.��
VertB-C•-100.0, C 100.0• bEe-100.0. E-Fe-100 0 F-C;n-700.0 G!M-100.0. H4-100.0. t•J••-100.0, K{-10.0. :��.♦`
f'WA-10.0; M-N-:10.0,A#•-10.0�.,FS
a(1�d.•': _
e'Y10NA; S� %%
Cartoentrefed Laeda Obe) ..
zVertD+-2870 �"�:. "`r_� <s 'X=.a't°.+ fir..... •cL.t?r='.4--_;a^.'
A,
4 p:..'s 0,.. .:' a n�_,y ar , '7x. f 7..
'•
c' i
It
:�� �rU • ��.
1 S S =Q4�
... ..:� u v s � / l•,.n .a�,nea.r7 ,nd ,o rcr c rrxrs {PG <.. vsc sca �a: oti '. ��
- q lot useonly xm Mlei,conneClo i Ins C 4tIc ..6 aoteC Only ,o.n pC em ale a No xn a/'O s o nCIv9W1 IC vomCnnent 'C C! �•
:n talleo ond boded <IKOVV. A000oOOWIY Of gelp POlamel f and plo,,n Incot,otclbn OI COmpOnenl h IMCO SlbWiy OI C Xmc •]<tpnel n01 IIUSi
C tpnel. Bloc", mown haol bowl sups»d of bClvbual weD momden o.N. Addltio-I Iern COIOIY daCinQ to In -" 0-col dv bQ COndwclbn n Ins IOU
I tpcnvO�llly Oi Ins .lecloi. ACOIibnOl pelll lonent blo"pm , 61 e ov't Ouctvle lime le,aanLtntY Of
me a WlnQedetp eL F01 QenelGi Qubonce MITOk Industries, Inc
ieQalamQ-bplpptbn. gVOYIY c_onllo{,tlordde, de Yvery. elecnbn and blacwp. Contua CST -ea Qualify StoMard. OSl as list Up Speclncotbn, QM XU-01
cndllnQ IM1OIIIM Ond110Cll,Q NeCOmmMfdNIOnOVOIbOM hOm tlVit PObini111Vte. 54i.✓•• .. �' •_ .
'r=N .-Y
I '
'O CCC< :07255 F_CCR 1 COMMON ?^d.�IJ73
�Yt emn ueml,pern'pwr, wrnw1=5S ?.iCO a MITeX:ncustr. s, Irc, Thu:an +.J t5:711J 199.1 p3Se 1
1-0-01
a11-12-12,
3X3
3X7
1X7 XO
Im
]XJ
1XJ
B
C
0 E
F
G
N
1X3
N1
�
A
L K
J
X(a 3X3 1)0
3X5
Mue
atd
LOADING (per)
SPACING
2-0-0
CS!
DIEFL (In) (Ioc) Well
PLATES GRIP
TCLL 40.0
Plates Increase
1.00
TC 0.22
VetILL) 0.06 JIK 999
M20(209a) 259216
TCOL 10.0
Lumber Increase
1.00
BC 0.45
I
Vat(TL) 0.07 S K 999
BCLL 0.0
Rep Stress Ina
YES
WS 0.22
Fwa(TL) 0.01 1 - l
BCOL so
Code
TPI
(Matrix)
Min LwVM / LL dell - 240
Weight 48 Qbs)
.LUMBER :. - BRACING
TOP CHORD 4 X 2 SYP No.3'£cept• TOP CHORD Sheathed
B+14 X 2 SYP No.2 BOT CHORD Rlgd ceiling directly applied,
BOT CHORD 4 X 2 SYP No-2 a t640'00 an arrter
WEBS 4 X 2 BY? No.3 bribing.
REACTIONS @X/stZe) F551143-8, A=551i638
FORCES
TOP CHORD A43=74, B-C--O. C-0-1250,:D-E=1250, Ef=1228, F-Ca 1228, 13-14k0, 1+1=73
BOT CHORD IJ=773, J-01250, K-L=1250, AL=777
WEBS A.6-908, CL-552, DL-201, Ed(=-62, EJ=-25. F-il G-J=538, (34-902
NOTES
1) Recommend 2XS etralgbal m edge,.spaced at 10 feet on carder and Rsterled to each trial wdh 3AOd nags Strongbacia to bit
attached to wags at inch outer ends a restrained by othar means .
LOAD CASES) Standard
v
`,`, ,11Ut❑ISgf,,','
QNEN W. �7
Nn,
21612
' STATE OF
e
'9G�' ••'�N..I AN P •' •`e;'' i
.L ENS';`,
'ffafnfna�"ST0NA41
l L24 .Y'G. 'l fJsnyn �a all Senl and iL.SO ;lf7r St),Y': YIS .LYD -is
The
IC IOt art, ,In Nliek connect a The deign a Dataa ant, upon paa ha el No and a :al an 'MM1r]Vel u VCTp Ccmponenl 'O ce
troll and boded .,ttaoW. Appica llltY Of deign palamelen and plopel IncOl Oolalbn at co p011en1 1.IesponslDIYIV of bV CV1O OMgnel nil buss
0etq er. amcLng drown a lot btelal Supball of h< lval web memgert only. Additional lempo,OlY D,OCM 10 inn"O dCday dwM Condluctbn Y the
,etoenuolllty of iris a,Kla.,AtlCllbnal!Pelmanent'brOCingl0l Ine OYelaY 3lluclule' Y Ine ter nubmy of In* building. detgner lot general gUbence
le;lld�ng Iaoncalbn. quality contra. storage. dell erection and. bidding. contus GST.W Oualay Slandold. 059,6e lacing SpY fnaavwm. and Hir-91 MITek Industries, Inc.
Mcceov.-MI S371i
Job Tnas
TnneType
t3y
Py
137X000( 1376058
FLOOR
1
1
BRICK OPTION P343388
'RYLAND MANUFACTURING MIDWEST 21 W e MITek Irlduabiea,Inc. Thu Jan 1315:53:47 1994 Page 1
tdd a� 11.17�
3X3 us iX3 WO 3X3 1X3 3X3 1X3 3X5 3XE
B C D E F G H 'I J K
DO
,X3
y7
NI
A O P O N M L
3Xe 5.7d 3X5 IX3 1X3 3X5 3XII 3XD
I
1SeJ 18-t•1Y
15-" Sod
Plate Offsets (L4Top): M'15,1.5
LOADING (pst)
SPACING 24-0
CSI
DEFL (M) (loc) VOeB
PLATER GRIP
TCLL 40.0
Plates Irlcteeae 1.00
TO 0.47
Vert(LL) 0.23 DLO 807
M20(20ga) 258/216
TCOL 10.0
Carobs Increase, 1.00
BC 0.81
Vert(iL) 0.29 DYO 862
BCLL 0.0
Rep Sliest;1= YES
WB 0.45
Homn) 0.05 L Na
BCOL 5.0
Cade TPI
(Md"
Min LwVM/LLdeb=240
Weight 77(Ibs)
LUMBER - BRACING
TOP CHORD 4 X 2 SYP NS3'E=epM TOP CHORD Stleethed
BIC 4 X 2 SYP No.2 BOT CHORD Rigid ce&V dhedy app5m:L
BOTCHORD 4X2SYPNMI a10-00-00mcoda
WEBS 4X2SYPNM3 braablg.
REACTIONS (IDe/abe) L-86710-38,A-WM38
FORCES
TOP CHORD X70, B40, CZ-2242, D.E-224Z, Ef=3068, FG+J249, G4+13249, M4=-2423, W -2423, J-K-0; KLed-8.9
SOT CHORD L.M=1534, M-Ne"75, N4>i30081 C PO.0 , P-0=3W8, A4-1297
WEBS AA1512. C.Q=1103, O-W-129, E-0-885r E4=153, F.0-133, FJJ=279, C-N -238r H�hd320. H-M=-844rrf�,Frrl
I-M-164, .LM=1036, JL=1712 p�� I C, gBaidr�, r
NOTES •1 J TE •• �9,r:
1) Recommend 2X61dtorlpbackk an edge. spaced st 10 fed en centerd f andermd to ewh blurs wdh 7.10d Adds Sh gbecks to be y �F6 �rO,•-
•_
alt dmd to waft at Olen outs efts a mdmW ed by OUW meerle.
No.
LOAD CASE(S) Smrldard 20612
e STATE OFdd a
_:
:9 .• @3
aG�,``,,
,,ejeel
OF
OF
a" '•
I?.40,e,
a t�
a* ST
ty."•*c
Irldifro 11 9 "told",\
#/17HoST G4
®WARNING - Verify design parameters pod READ NOTES ON Tffi9 AND REVERSE SIDE BEtfORE USE. ��-
6esgn volkt for use Only with Mltek connectors. The deslpn'k, hosed onN upon, pommeten renown, and If ter a0 krdlvldWl b Wep component to =
Inslalled and loaded Vertically..APP6000My of oetlpn aatameten and Dtupe bco,,otonan Of COnlponent kidtesCMslb Sty Of buW" desl,7ner . not Iruu
aespner 8raclnp mown d for gleral iuppOrf OtilndNldual web memoen only. Aodabnol ldihi Wary Orxtrlp to Inside pabely duNp constmcibn k'he
mtodnuoruty bl the ereclor Addllbndl permanent blaclnp Of,tho Overa• snuCtWe a the ehoondilbMy of the bulldirdC omlpnor. For general guk]Orn<e
Control, slo ape. GeNvery. ereclbn and orocNQ, consull CST -as Gbplay Slarsda1o. OSI.89 baakp speetneollol and KILVI MITek' Industries, Inc.
wpol0 p IaOrlCalbn aVGWy
snail o amnlna ona Ir9Clna' eKommMldalbna olklbb rrom druid Pldre Indlture. 5113 b-on,,,, OMe: Maoepn. W153719.
Job Trulm, Tema Type OtY PM
137)000( 1376059 FLOOR 1 1 BRICK oPnON P343389
RYLAND MANUFACR1RIt4G MIDWESi 1100 a MRek Industries, Ind. Thu Jan 13 15:54:13 1994 Pape 1
tea _ tea o-t;�"1z-1z.
3X5 MIS 133 3X3 wo tX3 3X3 1X3 3X5 3Xa
B C D E F O H 1 J K
wo BY.3
1X]
tXT
qI
A O P O N M L
3Xe 3e8 1X3 03 3X5 Well 3Xs
5.7-8
f
15a-4
Plate OQsela (LegTop): M25.1.5, C:3.5,1.5
LOADING (W
SPACINGZOO
C81
DM (In) pod) Vde11
PLATES GRIP
40.0
Plates Increase 1.00
T/
Ve(0.0
0TCLL (209a) 258216
TCDL 10.0
Lumber Increi se 1.00
i BC 1.00
Vett(TL) om N/O Ism
BOLL 0.0
Rep Steeple lna YES
WB 0.45
Harz(IL) 0.01 L We
BCOL 5.0
Code TPI
(Matrix)
Min Length / LL de11 a 240
Weight 80 pbpl)
LUMBER BRACING
TOP CHORD 4 X 2 SYP NM3'Ecept' TOP CHORD Sheaftled
B.K 4 X 2 SYP NmZ T2 4 X 2 SYP No.2 BOT CHORE) Rtpid oe*v dhectly applied,
BOT CHORD 4 X 2 SYP Na2 cr 100000 an arse
WEBS 4 X 2 SYP No.3 tfewing. E=ept
N-0:3-2-8, O-P12A.
REACTIONS pbe/tl7e) B=859038, L•65RO-38
FORCES
TOP CHORD A43:=778, &C-Z 00-2295. D£-2293, E-F -2938. FG-3195, G+0-3795. H4-2394. 1-. -2394, J-K-0, K-L -90
CHORDSOT M
WEBS A�1627,C.O=987, D-O=-55, E4+�C789 E-1 �11665 0 136, FJh296. G-N -239. H40W7, H-M=-627, I-Ms1651 `,,�ttttBBtHB•tr,r7j,•
"'00
tk %V'
J-M=102z. J-L=1694 , `4Q` •C4,0
�S
S�
NOTES
1) Recommend 2X8 atraplmdm, wedge, plPecetl at 10 feet p1 fX1aC and taRcrlad to each true M9713.tOd rmda Strapbedm b tell No.
aftchad to wane at Mew outer enft a restrianed by atlla nteXrtd 20612 _
LOAD CASE(S) Standard - 7 • STATE OF
E�,�.•`��,`
�Ove vet1••,,� a'B,aHt"I"
�.••a
yio
.•,gyp.;,....«. •.
— CA9LL9 a
57•••••v�
�'••.sr t tip; ``76
�+Ba.aNtrNN•`•
® WARNI'NG - V.rVy design param.t.re and READ NOTES ON TB7S AND RE VEPSE SIDE BEFORL USE. pppppp,�
oe,nn vales I...me ant, .]In Mttek aonnecfota Inb design b. based onN sport Mg patamelen own. and b la ont"wictsol cvrom component to be �-
nstanea and loaded vetllc.Y . Appltcabely at deildn pammeten and prapm ktcotpdtal1an of come'Ohon, b iespon[Wgty of building deslon.r 'rill, If..
b the
despnet. Bracing lnown'b 1., dlmal suppdtl .1 nONdual web memben'ont, Addabnal IempolatV Wooing to bsute nobmyM _dug consducwn
tesdon bility of ins a eclol. Addnbnal petmonenl braCMg of In. o ew1 itmctuu b ms responalbely on the buWkng. desdner. For general guidance
erectbn. and broclng, conmr jf OSPea guamY Slandod. DsB-aV'Broeli, Sioeamactlon.'and' HIB-91 MITek Industries, Inc.
,,,,von, .w,cwon. Qyanty conooL storage, coNery:
..ndlid In.tdlllna drd B/aatrq a.eomm.Mmbn avasobb nom fma Rate Ufileute. Saes D'Onoub D.N..,iootson. W153710.
Jab
I Tnss I Tfu® Type.
Cry
pIy
137XXXX
1370224 FLOOR
1
'L
BRIOX OFTIDN P343378
RYLAND MANUFACTURING MIDIA 2100 a MITek Industries, Ind Thu Jan 13 15:50:30 1994 Pepe 1
ICI
wall 3X3
B C
1X7 1X3
y1)o 1xa
N
A 0
sm DO
I I 4 12
0- a ta4 \
LOADING (port)
SPACING 2-0-0
CS!
DEFL (in) (loc) Ydeft
PLATES GRIP
TOLL 40.0
Plates Ift,ieea! 1.00
TC 0.09
Vat(LL) 0.00 C 999
M20(2Gga) 258r218
TCOL 10.0
I.Mbef IrKham 1.00
BC 0.01
Ven(TL) 0.00 LVA 999
BOLL 0.0
Rep Stress Ina YES
WB 0.00
ttorz(1L) 0.00 D rya
BCOL 5.0
Cade TPI
(Mallet
Min Length t U. des a 240
Weight: 12 (Ibs)
LUMBER BRACDIG
TOPCHORD 4 X 2 SYP NM3'Efinept' TOP CHORD Sheathed
B-C 4 X 2 SYP N0.2 BOT (>ORD Rigid ceBng directly epOed,
BOTCF10RD 4X2SYPNn2 a1040-00 at m Ito
WEBS 4 X 2 SYP N0.3 laeril9.
REACTIONS M&%=) 0•e503-8, A-65AJ-8
FORCES
TOP CHORD A-B -59, BbO, C-OaS9
SOT CHORD A-0=0 •,,„sUNutty,s
- '
WEBS A� !'l. Cay''',,�.
•`••,,Q�EN
C
c��; '�,G`S T E ' • F•o 'y
RFp':
1) Remrmwd 2cS suargbada, on edge, spaced at 10 test an wd« and tasterted to own toss wth 110d vela. Sbargbecke to be
r
atlxhed to watts at tttdr cuter eMs a rtstracted W sal« rrteana rio.
LOAD CASE(S) SWW&M 'cG612
e $TAic OF e
14/0
'tcSS/Dk
ENG�••,,,
,
K
;"•STE?BEN
IL1,�s,'•
/- 3
AWARWNG - VerVy demgn parameter,, a sd Rm OJYOTES ON Tws AND RLVLRSR swc BEfORL USE. -
Desgn vaib for use only wnh Maek Cannectou. The d-Lgn 4 basea only upon pa,ameten dawn, ana' is tot an InGMpuul buBdkta component to be
InnaBec and boded ve,ticoY . APPScdDalY of detlon pa,amelan and P,,w hco,",lfon of component Is ,.s a wv of buOaVp tlespnm - apt Russ
�
aesgner.B,aclna shown of to, blelal NPPoa of BWNltlual web member only: Addabnat le,n00I.W bacing to shale stability owin, wnsuUclbn If the
,eiocnabw, of the ,,recto,. Addnbnal petmonent Wooing o/the ovetal thuctu,e a Ins lesoontbaty of the bunoong desloner. Fat dsne,cl pubance
eco,c,nc Ioo,bblbn, quaBt, conoot'do,.ce, tleNery, e,Ocibn and olachg, cansua CST-W QUOMY Slanaare, DSI-59lacntd Spot lftotbn, am an -el MITek Industries, Inc:.
Handllna installlM antl S,atlrb Recomm*ndalbn aVPMpb aom T,uu Nob Institute. sea D'OnoRb O,Ne. Madison, W153710..
Thus I TnmsType CN F?y
13T,C= 1370225 FLOOR t 1 BRICK OPTION P343379
RYLAND MANUFACTURING MIDWEST Z100 of MRtlI Industries. Inc. Thu Jan 13 15:50:571994 Page 1
0A 4
3m 3X5
B c
1X3 eXa
alp eJtl
N
A D
mm 130
Q+0 t4-12 i
O+a 1•b4
LOADING (pa) SPACING ZINO C31 tRR Qn) (bc) Well PLATES GRIP
TC L 40.0 pudee Inaeeee 1:00 Tc 0.09 Ven(LL) 0.00 C 999 M2(1(20ge) 25=18
TOOL 10.0 Lumber lnaraae 1:00 BC 0.01 Vefl(TL) 0.00 DIA 999
BCLL 0.0 Rep SlIees I= YES WB 0.00 Hmz(TL) MOD D Na
BCDL 5.0 Code TPI (Maw Min Lsnplh / LL dell - 240 Weight 12 Me)
LUMBER TOP CHORD Sheadfad
BC 4X 2SYPN42 �
TOP CHORD 4 X 2 YP Nm cept• BOT CHORD RlOd g � •PP0.
X 2
BQT CHORD 4 X 2 9YP Nat tX 10-0600 to tavltef
WEBS 4 X 2 SYP Na3 hadrx�
REACTIONS Melsize) D=8,il ", Ass& 1 -8
FORCES
TOP CHORD A-B—W. BC=Or OD-59
BOT CHORD A-0=O
WEBS A[70
NOTES
1) Reeonstra ld 26 strorgbacim, an edger •Pat 10 fed an center and fastened to each trim wills 3.10d nalla SUorgbxh to be
attached to walls at 01ec cuter ends or reelrnaled by caw means
LOAD CASE{3) Standard
tsplI I Ito I/11
°�•FQ��N W •C4 Io'''..
y1 ••'G\SiE��.�Fy
No.
2G512
• STATE OF
z
t- ¢9L
AWARNIND - V.rVV deign param•t• n, and READ NOTES ON T= AND RLVERSE Sena HPPORC use.
6ess,,n valltl tol use only wlttl Mltek aonneown-T11h deslan , ,d,ed only upon patameteis shown. and h lei an YWNlaual buwling mbCompOrlenl
Mieed antl Ccea velttally. Appecabaly Of dedpn pet
pdFomelef, and plO.MOdpOlOt1011 at cdnpOnMf If IaipOrlibalY. of building deslgnel - . huu
despner. e,ocmg shown h to. fow.1 $.am,[ oCNONqual,web membels,anN.. AOtlebnal IemposO,, bracMq to mute stobW1Y outing conatuclson h the
relaanubelY Of In. erector AOOlibnal permanent brocMQ,O, the ovelcl sauctale h ins mponfOptY of ins building d ogner. set general guidance
�exldng laor�ealan. auanv oonilbl. adage: asuvery. erectlen and blecma. ;cpniuu asaae oYamv Mandate. Dv-ae Imcmg specmoenon, and Hu -al MITek Industries, Inc.
+sapling In-0!, rp Ontl krOallq YKOrnmMO011dr OVOYabb IIOm_IIY45 Nale,N4111Y1e. 5aJ D'On.uo0,Ne. Maahan,w153119.
job Truss Triad, pe
3770= 11370338 FLOOR City 11y BRICK OPTION P343380
RYLAND MANUFACnJRING MIDWEST 2.100 a MITek Industries, Ina Thu Jan 13 15:51:11 1994 Pape 1
atl
US wm
B G
Us 1X3
1.10J t
04-0 1�12
LOADING(p d)
SPACWG
2-0-0
C31
OEFL
(M)
(Icc) Vdea
PLATES GRIP
TCLL 40.0
Platn Inc+eeee
1.00
TC 0.13
Vert(LL)
0.00
C 999
M20(20ga) 258/218
TCOL 10.G
lJArloerinceace
1.00
BC 0.01
Vat(TL)
0.00
CIA B89
RCLL p 0.0
Rep Stress Inc
YES
WB 0.00
Hoa(TL)
-0.00
D n/a
BCDL 50
Code
TPI
(Matra)
Min Length / LL dell a 240
Weight 13 (Us)
LUMBER BRACING
TOP CHORD 4 X 2 SYP Na3'Except• TOP CFIORD Sheathed
BC 4 X 2 SYP NM2 BOT CFIORD Rigid cdUq directly appal
BOT CHORD 4 X 2 SYP N0.2 or 1G-00.00 on cent"
WEBS 4 X 2 SYP Nc.3 bramra
REACTIONS Msftke) 13=81Ad8, A=81/63-8
FORCES
TOP CHORD A4P174, BC-0, C4)=-74
BOT CHORD A1k0
WEBS A-C-0
NOTES
1) Recommend M WmVbacks. an adgq spaced at 10 feet on center and Istened to each thus with 3-10d rmea Str"hpbedm M be
attached to waft at their outer ends or retrained by cow means.
LOAD CASE(S) Standard
ttttt1111st111I
I
%Q�EN W:.q.9e ..
5~ •'"STF'•Fq
r�Q�" RFC•':
ND.
_ 20512
• STAB OF
7F ptiz 10
31J STEPHEN W. *t -A
AL
AWARMNG - V.HAV deelprtp...tera and READ NOTES ON THIS AND REVERSE SIDE REPORE USE.
Deign valld lot use onN with Mites connector. This design is bated only upon'ootcmetea shown. and a lot an sib Nbual. building ccm aonenf to =
Ihrrallea and addede,IbaN/. ADDacObary of design actamelen Drops hcdpordbn mpe
and Drof coonnt a responsbaty. Of bumIng deal, ho Iruu
, soI hdNidudl wOb members only. Addabnal temdwOry dochg to hmr• acbtlly outing coni
tleiq er. Biacing'snOwn h bbbleral uaDall tmcibn h,lh0
ml
In00 poally of the erector Addllbnw,"imanent olocing at Ihe,ovelam muclure aJhe IHOonsbNlV of the bulki deslpnel. for general gukland0
,e- vcmg lo0rlcanon. auauty conlia storage, dellve,y, e'eclbn and doting. consul. Ost-ace Oualay standard. Dft•e0 two" sp•clncallon. and Hil l MITsk Industries, Inc.
Mnndllrla Inrlplllne p M trpclna 9ec6mmehaatbn OV011abb hom nuts Pale hllllule. U3 D'Onolrb O,Ne. M dtl n. WI53719.
Tyft
77XXXX 11370379 FLOOR I I2y BRICK OPf10N P343381
1)O
1X3
31m /X3
^e 41fH I
FH 1 12
LOADING (psn
SPACING 2-"
CSI
TO 0.07
DEFL (in) (1w) I=
Vwt(LL) 0.00 C 989
PLATES GRIP
M20(2093) 258/218
TCLL 40.0
TOOL 10.0
Pleln lnarase 1.00
Lumber IrlrJease 1.00
BC 0.01
Ven(TL) 0.00 LVA 999
I
I
BCLL 0.0
Rep Strew 1= YES
WB 0.00
Fio gM) -0.00 D rth
Min Length dell a 240
Will 13 Qbs)
SCOL 5.0
Code TPI
(Mffirb)
IsLL
LUMBER
TOP CHORD 4 X 2 SYP N0.3 •Exmpt•
TOP CFiORO SMettled
S-C 4 X 2 SYP No.2
BOT °HORD Rlpld cebV day appkA.
BOT CHORD 4 X 2 SYP Na.2
a 10d600 on mder.
WEBS 4 X 2 SYP NM3
brading.
REACTIONS (Ibsfilka) D-81/018, A-81143-8
FORCES
TOP CHORD A-B-74, B�O--O, C-D-74
BOT CHORD A4D-0
WEBS A-C-0
NOTES
1) Tlvsses to be faetened together to act w a shgle salt Atl toads to be dWbuted equ* oar the 2 pees
2) Recwvnerld 216 sbmVbeckk an edge. spaced at 10 feet W teller end tasterted to each trues wdh 340d 14113 Slrongbacb to be
attached to waft at thew outer ends a restracted by other nteerls.
LOAD CASES) Standard
• 4�`�e Q`��S 7EgF �F9
Is
ZOS72 a
Is
STATE OF
a • •• • Q'�
q,,�Sj NAL Ens.•.
hf;-13�03,?? -fc
,&WARNING . Verify d mg pam.ter• and RLAD'NOTE9 ON T'RIS AND. REVERSE SIDE BEFORE USE. - eeeeee'•
CetI,,n voi,u lot use only wuh Mltet connedlon, the d.,nn ebasea only upon ld onst en ".n. onld Is 1. On nd,,,d dI puYOYq Component lobe
nslCll<a O d paces ve111CaW. r.p011oablllty ol'oefgn opmmele f ano pldoei lnaolpolalbn of component le IMvon flOWN Of buW41a deslonel - not is," - Gng xno wn n lot olelal ..pooh Of InONk]ual eb embe sbr r. Adollbp nal temo 011, bItdllM 10 Insults slabWly owing conbuolbn.4 the -
-...�....:., .inn avuctule !4 ine I<,donilbdty ol'Jne balltlln0 devgneL Fol gen.iCi g.IaQnCe
377000C 11370459 FLOOR 11" 12 BRICI(OPTTON P343383
RYINJD MANUFACTURING MIOWEST 2.100 a Mfrek In4witnes. Inn Thu Jan 13 15:51:53 1994 Pane 1
=0 W3
S C
31m Um
2-1-12
D4 a 144
LOADING (psf)
SPACING
2-0-0
C31
DEFL (in) (Jac) Wet
PlATE3 GRIP
TOLL 40.0
a
Plates Inease
1.00
TC 0.09
Vert(LL) 0.00 C 999
M20(20ga) 258218
TCOL 10.0
Lumter InamttSe
1.00
BC 0.01
Vat(TL) 0.00 DIA 999
BCLL 0.0
Rep Stress Iris
YES
WB 0.00
Hahn) 0.00 D Ne
BCOL 5.0
Code
TPI
(Mat"
Min Lalgth F LL dell a 240
Weight: 14 (las)
LUMBER 9RACDIG
TOP CHORD 4 X 2 SYP Na3 Swept' TOP CHORD Sheathed
B-C 4 X 2 SYP ND2 BOT CHORD Rigid ceiling dtrecoy applied,
Bar CHORD 4 X 2 SYP No.2 a 10-0600 an center
WEBS 4 X 2 SYP Na3 wadrlF
REACTIONS (Makin) 0+97NJA, A--97A38
FORCES
TOP CHORD A-B=Bg. BOO, CD-89
BOT CHORD A00
WEBS A00
NOTES
1) Triaxa to be fastened togeow to act all a s nglo uniL As loads to be dttrbuted equally war the 2 piles.
2) Remminentl 24 Strong' on edge, Spaced at 10 feet on centerslid keterted to emb Wmwith 3.10d nd7a Shongbacks to be
aSeUled to welt at tile's mAm ends or restamd by other deers.
LOAD CASF{S) Standard
tWIt t yFFye e
�` Q • (� e
R•
i
�. •��1SiE q ,
N0.
2e512
•_� STATE CF e
l
$�/37o4Sf F�l
A WARNTNO - VerW dea/gn parameMn cnd'RCAD NOTES ON r87S AND REVERSE SIDE BEFORE USE.
6ngn valb lot me onN wwwriak bonnecloi%_Thk doogn Y based only upon Parameter down. and Y lot On indMdvol buW" Component Ia be �
intrplba and b der venlnaev.. Ap lbobsty of d"gn parameter and xr hao.p otbn of Componem Y rsipontlbWlY of buwd q tletbnef - not suss
tleigner. Bwclna'tnown Y IOr bleral [.good al LnONbual w.b mbe meri only. Atltlltbnal lWnf dON plasma la Wul• dabWY duleip capdrucibn Is Me
resaanubilOv pl ire erecloL. AOOIWnOl'permanenl bmCM9 W:,Ina o eras tOUCluis,b the I.t n&ZAIV of ine bueagsa designer. For genial gwk amce'
reamaina IabrbOlbn, quatllY bentid. tiidaae. deft. , eleelbn a" braClna, contua CST." OuaWy Slprbarq OSLB9 em_elrq, Spectrbotbn, and HIS•91 MITek Industries, Inc.'
Hanauna Inilallln0 arW IraUna geaammendelbdovOlbab Irom'Lun Rota Ntllluls. 59] O'Onotrb OrNe. MOaean, W133719.
137XXXX. 1 U458 FLOOR S I 1 M I BRICK OPTION R143382
B C
Us 1X3
14 2-1-12
044 1."
,LOADING (psi)
SPACING 204
C31
OEFL (In) (bc) W
TES ATES
PLA
GRIP
TOLL 40.0
Furies Inforesse 1.00
TC 0.19
Vert(LL) 0.00 C 999
M20(209a) 255218
TOOL 10.0
Lumber Increase t.00
BC 0.02
Vert(TL) 0.00 D/A 999
BCLL 0.0
Rep Stress Inrr YES
WB 0.00
FkI M) 0.00 D Na
BCDL 5.0
Code TPI
(Math j
Min Lugtll I LL dell - 240
Weight 14 (ma)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3 TxepC
TOP CHORD Sttmthed
BC 4 X 2 SYP Nat
BOT Q4ORO Rlgld oe10n0 dInsaW appiled,
SOT CHORD 4 X 2 SYP Nat
W 10-00-00 on ccros
WEBS 4 X 2 SYP Na3
IXactrlg.
REACTIONS (Ralste) D-97W-8, Ae97A38
FORCES
TOP.CHORD A 8- 9, BC0, C-D -89
BOTCHORD ALW
.-
\\\\Il ullrrrr
WEBS ACC
1: w. so
,
�T
'i'
aQI�G, S T f,SF�i•, �9'%•
1) Reconunerld 2d l strongbacks, on edge. spaced at 10 tact m caaa and fastened
td esch truss wdh 3.10d halo. SIrongbeclm to ba
:',�j�'
attached to YAWS at their auto ends or "strained by of ier means
No.
LOAD CAMS) Standard
= 20612
A : STATE OF ?
e
.•
Cam,
OF
Av-
4
A WARNING - V.,(N design parameterss and -READ NOTES ON TWS AND REVERSE SIDE BEFORE US& � ��-
oespn alb] lot use OnN.wllh Mllesconneclon. This deslan,b based only upon' pommelels shown. ohld b IV on bdNldual buWin, component 10 be �
lnsipllea and l soeof vmllaaW. APOUCObaly Of desldh pOmmelep Ono propet bcwociown of component Is lOsPenslDpty Of buWbta desloner - not Ilun
desane,. B,aclhg shown b tot ble101 I.POO-1 of hlalloual "0 member only. Adonfo of lempololy blocb0 to lnsufe s1atimy dufb0 conaluctfon If the
HSO9nvOelV Of Ine,etecloc. AOanlbnol pelmonenl DloclnO Of tflaiOvmal dlYalVle b the leaponssomy of the buWbp deslanet. Fo1 penelal. puldance
re �OrdiNJ ion�lcainn. ouoary connol. ttofOQe. Ee"iy. efeca6n Ono Claclnq. cons," OSM1aa Oualay nalW ard,,D51 a9 BlOc4q Spucaleatbn, one NIL91 MITak. Industries, Ind.
Npnannp tmlalllna afw Imclnd Yecommendallan OVOloow nom,iluss C161e In[Illule: 5a3 D'Onobb Ouve. ,tadbon. W 153719.
37I1a 1)0= 37468WR 17 I 1 N BRICX OPTION P343384
ovr e.,n ..e..n firer-n ,Dove wrwrer 2100 a MlTek IMtmLln. Irin Thu Jan 13 15:52:26 1994 Pm, 1
N�
wo 3X4 1X3 so 3X3 03 3X4 3"
B C D E F a N I
A N M L K J
ww 3X5 1X3 1X3 3X5 Sim
1X3
1X3
62-0
12+
1244
630
fl -0
64-a
LOADING(Psi)
SPACING
2-0-0
C31
DEFL On) (10c) Mel
PLATES GRIP
TCLL 40.0
Phtn Increase
1.00
TC 0.19
Vat(LL) 0.09 LIM 999
M20(209a) 258216
TCOL 10.0
Lumber lrlarase
1.00
BC 0.51
VM(TL) 0.11 F 999
BCLL 0.0
Rep Streaa lry
YES
WB 0.34
HXz(TL) 0.03 J fVa
BCOL 5.0
Code
TPI
(MeMix)
Min LenpW / LL den • 240
Weight 62 (Ibs)
LUMBER
BRACNO
TOP CHORD 4 X 2 SYP Nm3'Elpl•
TOP CHORD Sheathed
B4 4 X 2 SYP Nat
BOr CHORD Rigid celd+0 dlrectry applied.
BOT CHORD 4 X 2 SYP.Na.2
W 10-00.00 m ceraer
WEBS 4X2SYPNm3
bradn9
REACTIONS (mahlze) JeWSAJ-8, A•6'7903-8
FORCES
TOP CHORD A43e172, BOO, C-0 -1636, DEe-1936, EF-19N, F2}-1735, G+1 -1735, H4-O, W -89
BOTCHORD J-K-1155, K{e1956. L•Me1956. M-WIM, A.Ki 984
WEBS AA1147, C+4-761, o-N -175, E+I:370, E-min. F1^A .F-Ke-256, G-K•-177, HJ -m- H-J -1289
NOTES
1) Recemmctd 21B abongbacim do edM 5PaceC at 10 ted m cerdw and h45encd N eaU1 tr1Ja wth 3-tOd rlath Strargbadla fD be
attached to waft at their outer ends orrestrained by other Mears.
LOAD CASE(S) Starrild
1/pplll rylrr
,S�Q�EN W,•G9B`,,��
`ro •��•�iE� .Fq''.
206)2 -
0 t• STATE OF a
�vDIAN•�.�•F�Q
4 alist
/Slit
-J9/J2468y GF4
® WARMNG - V*r(ly deeiDn po.tere and READ NOrES ON TMS AND REVERSE. BIDS BEFORE t/S6,
Desna alld tar ute-onN web MlTex COnneOfO" The detlan to bases ..IV mn.POsomatem _r,own, arW of let, an YWMOuaI buedhhg cOh PO"Ohl to =
hvalied ano'baded a tM;OW. A0ollcabWtY 61;deYDn patomeletsand P Doer Noo,aolatldn of component a lespo a>AfY OI buWaq desldnel - nol huu
desgnm., ara<Inp cbown x for weal wPPorl of kmNdual wet memaels only. Addebnal Iem PotO,YI 010CM to Nsure 000111Y outing condmdbn a the
inaanubety of the erector. AOOIIbn01 pe,man- b,aCbm: of Ike ova,al tnum,. e'Ihe deiponomoy ol. the DuwM deslanat. fot general'auk ance
ml
repmdmp ido,bafbn auduty Cdnbol, do,ape.ae,..,y.e,ecibn and a oclnd, cdntua OSTCU GPGNY Rolldald.. DS149 Imefrp $p 011cal on, and III9-01 MITek Industries,Inc.
Nonallnp lnuaulnP drm Jmclrq eecommenOalbnavaaO0,e bom, Oast Nala lmtllute. 5a3 D'Ohaefo D, We. Madeon. W153710.
:co i rn:ss i rrusa 7iFe
:( 107:CCC, 107.1801 -_CCR
1X3
1 I' iC MMGN
-lc0 e
1X3
3X4
1X3
=1
3Xf
iX3
B
C
D
E
F
G
ev ^custrts nc. Inu an
3X4 im
H
1X3
A N M L K J
3X6 3X5 1)3 1X3 3X5 Mrs
LOADING (pd)
SPACING
2-0-0
CSI
DEFL (In) (loc) Vdetl
PLATES ORIP
TCLL '40.0
Plates Increase
1.00
TC 0.18
Ven(LL) 0.09 LM ON
M20C20ga) 25M16
TCOL 10.0
Limber Inaeax
1.00
BC 0.51
Vert(TL) 0.11 LM 999
BCLL 0.0
Rep Stress Incr
YES
WB 0.32
Hmz(7L) 0.03 J rVa
BCOL 5.0
Cade
TPI
(Mab"
Min L=Kp I LL'dell = 240
Weigh: 59 (Ibs)
LUMBER
TOP CHORC 4 X 2 SYP No.3'EcepC
BRACING
TCP CHORD Sheathed.
.
B4 4 X 2 SYP No.2
BOT CHORD Rigid eeMV directly,applled,
OCTCHORD 4 X 2 SYP Nm2
or 10-00-00 on center
WEBS 4X2SYPNM3
1)(11cay.
REACTIONS (be/sae) J•694143-f1, A-69AM38
FORCES _
BOP CHORD A-=1011BK -02035, 1690, 35, 1690235,A-M101-1690, G 101690, FFI=. I.P72
WEBS Al--11179, C44.79Z 074.173, E-N -J99, E-M=13, F{_y3, F-K=-399, O-K=173, Ha(=792, P-J-1179
NOTES Q F�•�
1) Remnunerd 2ffi aVangbadot, on edge, spaced at 10 feet on center and tastened to each truss with 3-10d rwh SUengbaetm to be Mc.
attached to waft at their outer coda a restrained by other meant _ 2CS 12
L0AD CA8[js) Standard • •1 STATE OF
e's9�c :�VDIAHQ:••Q4-
- - �''•sS��VA �ENGr`•
Al
!' .ty §• x:> +. -a ♦v,' " taiOti wit- -.jT v' �'Ts' ` C "�:J C K r to ,.:_c '$ >� , "`�+a✓;. ��� 4 - _
•sadj eO F Q ess4e
c%P •aee•eeeee
Epq
I
o n in t1i t n ro.c �rs a ,n N Dct<C O N uce c e en s mo.n. cna s !cr cn ne,v,ivc z ecmoonem o De
4Cat0 < N. P DCIIC C IIIV DI '( pe emele Ora p =D ' C Y. c bn OI Com pCnent s e DGni'b Illy L V'.io a -!i :ne - n01 ass
I Blbcinaanown aloe bbml ivDWtD OI Indl buol web me be s ontY ACallb cl I.m -1 O'-CnC la msvfe SicoWY a a. conslmclbn Rita
accnobillly of ine elec:a. latlllbnolp<1TanenlYDlaCItW of Ina ovmae snuciwe col u
t Inc leipontlOWIV bl IM buNalrq aetpner Oenelal elaan<e
tMal<ina labtbalbn, I=OY COM--I. slolaae; oellvery, eteefbn and bwchg. concun aS -66 aualny natwata. D51-6e Iwettq Spee4ballon, bntl Nle-el MITak Industries, Inc.
NanGllna Inilolllne aM tKKbp aecommenaofbn avaMOb IIOm nuvi table Nilllute. 583 O'Ononb OIN'. MOC4 n. w15371V.
13-)=X 1374801 I FLOOR 1 1 BRICK CPTICN
2100 e MT
IX33
Nl
'
taa
tea
3X6
3X4
1X3
3l0
Wo
1X3
3X4.
1X3
g
C
D
E
F
G
H
I
A N M L K J
3Xp 3X5 Im 1X3 3X5 axe
e-64 11OA
pys 4112 6 t2
LOADING (ps n
SPACING 2.0-0
Cif
TO 0.23
DEFIL (In) (100 999
VM(LL) 0.10 MIN '99
PLATES GRIP
M20(20ga) 25Bl218
TOLL 40.0
TCOL 10.0
Plates lnaeesse 1.00
Lumber U1crmx 1.00
BC 0.54
VwqM) 0.12 WN 99
0.Va
...
BCLL 0.0
Rep Stine Ina YES
n
TPI
WB 0.35
(MaIrm
Flca%n)
lAin Le1Nh/LLded-240
WeIgM 62(1bs)
BCDL 5.0
Cade
BRACING
LUMBER TOP CHORD SheadlIlNd
TOP CHORD 4 X 2 SYR Nm3.'E=ept' BOT CHORD Rapid mNq d-CW aPPea4
B4 4 X 2 SYR Nat a 10-0600 m renter
BOT CHORD 4 X 2 SYR N0.2 - bMyV
WEBS 4 X 2 SYR NM3
REACTIONS (IWs¢a) .1=894NS8. A=694r63-8
FORCES
TOP CHORD A$=A9, BG�, C): -1794, OE-1794."E-F=-2043, FG=-1688, G44 -1688, VHS, f.p-7T
BOTCHORO 1R=1010, KL-2043, L-M-2G43. M4=2(YC3, A-N-1187
E-W-268, E-M-7, FLy26, F-K--Al0, G-K=171, "-790, H-1--1178
t tt
WEBS AL-1325, C-W707, DI-178,
NOTES Nth 3-10d rolls St=Vbacks-Lobe 44Q ' T
1) Rer mvnerd 2z6 ehal9Dacks. m edger spaced # 10 feet arl cents and tastenW to each blRe •���\S . E/��0; c'9
Q
sMIId ed to Waft at VmW ou to erlde a tedfrdlned by GITW tf11•and -
•
tic. _
ZO612
LOAD CASE(S) Stardard
? e STATE OF
' O9 iN
P743385 !
A FAR.YTVC V r{fy deeipn par¢meten;and RP.e1D..YDT S D.Y THIS ,yYD RLV=HSL S(DL 9EFORE , hS , 10 -
D�sgn vynd lOr use onN wlln Mltek connector Ihk oeign k bosed'onN-uOOn DOwmelen frown. and k to On 4WHUuoI b.W� o&%,,ne, -.1 tlb.
nvp0etl Ono I d a ve tban APPIWODIYW Of deign pOmmele s a d proper eCor` OI-I On OI component k esponsWdtY of vvW conaru<Ib k the
y µVJner 9rOcn0 sho n k Icr,bte D t pD0 t OI NdNY]ual.weD memb< only Addllbnol te-p -P dpC pIml
to mswa daeel yY
.. a .. .. t .. ..tee �1 _ OI en'I Wuchue Y !N rCAntlDYliv OI he DuWln9 deS a FOt Oe a al QU Wynce
y ,r:o-a: X-d�A'a`d,s-rlss, Ir
i
Job
Tuns Tuns Type
Oty
Ply
TINT
147)0=
1474801 FLOOR
1
7
LOAD P347488
RYLAND MANUFACTURING MIDWEST
2100 a M,Tek Industries; Inc. Tm Jan 25 13:06:21 1994 Pape 1
t.a-a
1- 12 74i2
1X3 3Xm - Om
3X0 1)0 us 4X9 1X3
B C D
E F 0 H I
1jIX3
1X3
NI
1
A M
L K J
3XE 3X7
us 4XII wo
a•ta4
13-00
a10.1
a412
Plata OBaete (Lelt,Top): G20,1.5, K:3.0,25, M:4.0,1.5
LOADING (Pst)
SPACING 2-0-0
C31
DEFL (In) QW), Edell
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.49
Ved(LL) 0.17 F 866
M20=pa) 25=16
TOOL 10.0
Llmlbel Increase 1.00
BC 1.00
Ven(TL) 0.21 LJM 710
BCLL 0.0
Rep Stress, Incr NO
WE 0.92
Hor2m) 0.05 J Iva
BCDL 5.0
Code TPI
(Mattbc)
Min Length / LL dell a 240
Weil; : a1 (ma)
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.3'Eaept'
TOP CHORD Sheathed
B4 4 X 2 SYP Na2
SOT CHORD Rigid W&ig d4ealy applied,
BOT CHORD 4 X 2 SYP Nat
or 1040-W on Better
WEBS 4 X 2 SYP Nm3
Waring. Except K13.2.&
'REACTIONS ( XWW) .p1329AJA. A-984r0.1-8
FORCES
TOP CHORD A-B-72, B{}0, C:-D•-2652, DES-2652, EF-49989, F-Ga3869, GHe 4147, 1-14k0. W-M
BOT CHORD J-K-2083, KL-4147, L-M-3463, A-Mv1493
„ fi%111111p,,
•10,"
WEBS A-0 -1741, GM-1352, D.M>169, E-M-.945, EL•591, FL:165, GL�-214, GJ(•-978, Ha(•7297, HJ.-2425
SN W C.
,`%%,
NOTES
' ,
2XB atrorgb cim, on edge, spaced at 10 kd on urnn and fastened to eadl hues with 3.10d rwX Saorgbeliw m be :, S: �Q�G) S i E'9 .F9
e0nchad to walk at then outer ends Or mWakned by drier .nieer s.
ZNO O .
2) CAUTION, Do not sect tuna baclowaids.
20612
LOAD CASE(S)
1) Lumber IncreamakI.00, Plate bnaeaseel.00
-' • STATE OF
9 '; • 3
Uniform Linda (be per 8)
Vet:B-C�100.0, C-0+-100.0, DE=100.0, EF-100.0, F-C�100.0;
KL=10.0, L-M=10.0, A-M=10.0
O •.• .�(,•� t
G-H•-100.0, HJs-100.0, I.W100.0, J-K -10.0, ��'c(c ; I.4 P •' �Q�t'��`
'"" •
•
S/0NA
pf•�G� ����
;
Concentrated Loeda'(bs)
Vert:G--924.0
.•`''c 1U F p '''•• 0
01
�•,\Q •�,......,� ,f7,
Al
ST
4?357�a ,, U
JANCris
•',,Pert ..e...•••�ta�,.�
A WARNING - VerW deafen'pdrametem and READ NOTES ON THIS AND. REVERSE. Sena BEFORE USE.
aseeee-
betWjh abd lo, we onN wan Mack connectors. Ire eetgn 4 bofed onN upon parameter drown, arW Is fod an "10aual bO/dhq componeneto be ml
.Intlg11.0 and IOOaed bnalcaby. ApObCObbap�Om
y OICOeen parameter and oa,hCo,p.,anb. of Coponent tl sspWrilb111y of bubdkv, design., - nol bus'
oeipne b..Ing 'hbvn a 10, Wfelol tuppo,t of�InoNldual vet, membe,t only. Addbbnal tempaa,y WOCIng to MSU(O dCbmV Gwlnd COnd,bdtOn tithe
ietOonub ey'ot the in oloi.-Addltbhes
nal permOnenl blbea�ol the ov.ajcj h.tme a 1h. ,ponslbaty of Ihe. bubdkp de,skln•I Po, genMCl. Quldanae
e,owma laor"non. Ouobly conhOl. s,01c,e. debvely. eectbn and brocmQ: cons, GsT.aa Cuolay Standold; D51-ae,IrOclha Speclacatbn, and.NmA1 MITak Industries,. Inc.
Ndnanno IntolllM <nd Ira<Irp becammendvlbn avallabb VOm fruu Pdla Int111We. 5a1 D'Oho#b th", Modndn. W 153)le.