HomeMy WebLinkAbout0001.98 Truss Planslob
Truss
TN6a Type
City
Ply
EL_C
GGE
GABLE S.
1
1
CENTpX 2546 ELC 561671J
Eagle Industries, 1NOPLS.
3.3T s Feb 141997 MiTek Industries, Inc. Wed May 28 11:21:46 1997 Page 1
-map 542
�- fo-so I5.7.14 1 21.0-0 41.1oa
6Io.i 542
at-u stn4
4X4 =
2
e.42 atoe
4
3X5 = 3X5 = 3X5 =-
2X4 11
7-o-12
"7-D12
I
131"-4
61"
I—
7. 12'
Plate Offsets (X.Y): (1:0-0-0,0.1.3), 13t0.1.15,0.1-31
LOADING(psQ:
SPACING 2.0.0
CSI
OEFL
(in) (log) I/defl
PLATES GRIP
TCLL 20.0'.
Plates Increase' 1.15
7C 0:00
Ved(LL)
0.00 I ""
M20(20ga) 1941162
TCDL '10.0
Lumber Increase 1.15
BC 0:00
Verl(TL)
0.00 I •...
BOLL 0.0
Rep Stress Ina YES
VYB O.OD
Horz(%)
0.00 -Na
RCDL 10.0
Code USC-94
Mtn Length/LLdeB=360
Weight: 155(lbs)
TOP CHORD 2.X 4 SYP No.2
BOT CHORD 2 X 4 SYP N0.2
OTHERS 2 X 4 SYP No.3
WEDGE Left: 2 X 4, Right: 2 X 4
FORCES
BRACING
TOP CHORD Sheathed
BOT CHORD Rigid telling directly applied, or 1.5:6.0-0, 4-5:5.44, J-4:6-3-0 on center
bracing,
NOTES
1) Gable requires continuous bottom chord bearing.
2) Gable studs spaced at 24 Inches on center.
3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint. For studs exposed to wind, see M1Tek "Standard Gable End Delalr'.
4) Studs to be laslened With 2x4 M20 plates.
LOAD CASE(S) Standard
Q�EN 14 C,qg�'.,�.
20612
_ .. SATE VF/..
1
6WARMNO -V.IVU dea(pn pe. ter>. and READ NOTES ON TMS AND REVERSE SME SEPORE VSE.
De lqn y.Md tot we only Wah Mnek ConneclaP, this de Jgn 6 bawd only vpon pofomelen Noun, and a lof an hdN ual WWd q component to be
hltoaed and loodod vedooay AppMeabDly of desyn pafametel. ana popef hcofpaalbn e1 Component a IeapbnPUWIY at bVMho dedgnel •net hNa
d.12o,.. afgcbg shown If 1a olewt capped be hdNoual web membeft only. Addtlbnol lem17ofofy bfechg to lnsme 0obDly dufhg eondmdon h the
fe oonJbMay of the s•ealot. Addabnal oetmonenl bmehg of the ovefol d .le ,. Y the l.f .f oafy of the bufklhg 0.1onef. eol genefal ouldanee
feooiGhg, oblleollcn, gueby conLoL ilvage, de Mery, election and txxbo, cenwa CST-ds ouorry SterMbrd:. 031-ae \roeklg softolb . and MO -el
M iTe k®
d@g ang and aroclrq NecommeiWoloh ovalbbb Dom Lux Pole hlfMute, Sax nolrb DMa. M� od , WI53710.
D'O D INlal Nan
Job
Tmss
Truss Type
Pit'
Y
EL C
HN
G82DER
i
2CENfiEX
2546 ELC S615714
Eagle Intlustdes, INDPLS: 3.3T s Dec 27 1996 MITek Industries, Inc. Tnu May 29 15:20:32 1997 Page 1
I SSs I to-r;-0 I tsun 1 2t-oa
'SSS 50.11 5-0.11 SSS
"- 4x4 =
3
10.00 12
3x5: 3x5
2 4
rt
m
1 9 8 7 6 5
44 = 2x4 I 48 = 2x4 it 44 =
46 =
iS5 to" 15611 21AO
SS5 S0.11 50.t1 6S5
LOADING (pq
SPACING 2-0-0
CS]
DEFL (in) (loc) Veal
PLATES GRIP
TCLL 20.0
Plates Increase 1.15
TC 0.24
Vert(LL) 0.06 716 999
M20(20ga) 249/190
TCOL 10.0
Lumberincrease 1.15
BC 0.78
Vert(R) 0.12 716 999
BCLL 0:0
Rep Stress Inci NO
WB Ose
Hoan) 0.03 5 Na
BCDL 10:0
Code UBC-94
Min Length I LL tle0 = 360
Weight: 135 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-" on center purl!n spacing.
BOT CHORD, 2 X 6 SYPNo.2 BOT CHORD Rigid ceiling directly applied, or 10-00.00 on center bracing.
WEBS 2 X'4 SYP-No.3
;TIONS (lbs7s¢e) 1=371D/0.3.8, 5=3710/0-3.8
Max Horz 1=-400(load case 2)
• Max Up6t 1=-729(load case 4), 5e-729(load case 4)
FORCES
7OP CHORD1-2=-4184, 23=-2820, 34=-2820, 4.5- 4164
BOT CHORD 5-6=3143, 6-7=3143, 7-8=3143, B.9=3143, 1-9.3143
WEBS 2-9=1544,.2,8=.1328, 3.8=3307, 4.8=.1320, 4.6=1544
NOTES
1) 2-ply truss lobe connected )ogetherw 1h, 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 9 inches on center.
Webs connected with 1'few at 6 inches on center,
2) This truss has been designed for the wind bads generated by 75.0 m. p.h. winds at 25.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead
load, 100.0 miles from hurricane oceanline, on a category I enclosed ovllding, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93), Lumber Increase = 1.33. Plate Increase =
1.33. Both end verticals are exposed.
3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) Is delegated to the building designer.
4) SIMPSON H2.5 connectors recommended to connect truss to bearing wells due to uplift as follows: Two each connectors at joint(s) i, 5,
5) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASES)
1) Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (Ibs per ft)
Vert:1.2=-60.0, 2.3--SOO, 3-4=-60.0, 4.5=b0D, 5.6=.298.3, 6.7=•298.3, 7-8=-298.3, 8.9=.298.3, 1-9=-298.3 1`y Iffoll'i
lc`Q 11ss-IN
,'
ti
v %
(F
�5.7�•'•• '•
Stiyx' Q
fl3
20612
STATE
,169'':
I Min
A WARNING - V Hfif dse/pn pano.ten and READ NOTES ON TMS AND REVERSE SIDE EEPORE USE.
DHIOn valid for me ontv wMh Mnex conne,ctort. lhh dedpn h bored onM upon poromalerl Nown. sf W h to, on Indlvidvol bvbYq component to be
Nvbbd and loaded veOlOOlty. A"11cbb9ay of oesldn paramelea ono wooer bappdolbn of torn ent h ress,ombnay Or bvwinq 0.10ner - net hurt
K
delbnm, arodng shown If for laleral wppod of knxd tw.[ web memtws onty. AW"lonal lempprary Wing lO MI.,, doba)y dunno eondruclbn If "
elp ft,Jbllly of 1M a veld1, AddhionOt fmonenl doolq of the Ovpcl 111V ufe h IM mpomOlay of the Wrrdln0 dmlgn t. Nor genefel dvkfonee
wpardtnp fobrlcotby guolly Contra daope, dot try; --tiOn ono NOCInD. eenlua OST-M Ouclfly S1Ondord, DSl-69 Pool" fp«Nlcaflon, onI; NU-91
m0M11nb hu1O111W and 4xRfe flrq me fxlon ovoadbW hom Tfun Plot* Inalaule. M3 D•Onoabhy D1, M dhCrl WI6371O, � iTe k®
Job (Truss (Truss Type ay Ply
I MONO PITCH
EL_C ?D I CENTEX 2545EL.C. S615715
F 60-3 1 1&11A
H63 7.1D13
3x5 = 2x4 II 3x5 =
643
7-tP13
Plate OBsets(X,Y): jt'.D-0.0,0.O6J
LOADING (psn
SPACING
2-0-0
CSI
DEFL
(in) (too) uden
TCLL 2D.0
Plates Increase
1.15
TO
0.84
Vert(LL)
OC6 5/4 999
TCDL 10.0
Lumber Increase
1.15
DO
0.38
Ven(TL)
0.11 1/5 999
BCLL O.D
Rep Stress Inc r
YES
WB
0.38
Ho¢(TL)
0.01 4 We
DCDL 10.0
Code
UBG94
in length
I LL den = 360
MBER
TOP CHORD 2 X 4 SYP No.2
DOT CI4ORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3 *Except'
3-4 2 X'4 SYP No.2
REACTIONS (lbs/size) 1=625/03-8; 4=625/0-3-8
I,tax Hoe 1=643(load case 3i
Max Uplift 1=-15(load use 2), 4=-299(load case 3)
FORCES
TOP CHORD 1-2=.549, 23=-0, 3-4=-233
BOT CHORD 4-5=453, 1 �5=453
WEBS 2-5=156, 2-4=551
PLATES GRIP
M2.0(20ga) 1941162
Weight: 92 (Ibs)
BRACING
TOP CHORD
Sheathed or 5-4-1 on center pudm spacing,
except end verlicals.
DOT CHORD
Rigid telling directly applied, of 1-5:6-3-0, 4-5:6.3-0 on center bracing.
WEBS
1 Rax at midpt 24
NOTES
1) This truss has been designed for the wind loads generated by 75.0 m.ph: winds at 25.0 feet above ground level, using 5.0 ps.t. top chord dead load and 5.0 p.sJ bobom chord dead
load, 100.0 miles from hurricane oceaniine, on a category I enclosed buitding, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase =
1.33. Both end verticals are exposed.
2) SIMPSON H2,5 connectors recommended to connect truss to bearing watts due to uplift as follows: One connector at joint(s)1, 4.
LOAD CASE(S) Standard
,,\`\t\II11111111j
'�Qt c4s
tST
20612 _
• STATE Of
A WARNING . Vecjry Aa ei yn gaamefen and READ NOTt3 ON r1US AND REY7R.4t slut BLPORe use. K 0
Deekln. vaW for vse onN wah M9eN conneclal. Thk deIIgn k based only upon parameled ibown, and k far on Individual Wici eomponenl to f>e
MR
Imralled and boded vertbolly. Applcoblify of deign Inrameters and goon hcorpgfallan el cam,,xi k tespomftplay of bvNdhD deal0nel . not buss
de\pner. facing shown k IV bleal svpPod.OI FWNbval web membed on•L AddNbr,ol lemporany Vacaq to Insureaablay diving coniluctbn k the
u+pbrm onublllly of the eredlor. Adadnal peooenl broatia of the Overall tlrudlme k 1" responsibely of Ine bordlng-dasbner. for general wWdnee
Im
reaoaloa lobrbatbn, quality eonnot aoroae, delvery, ereatbo and blaclna, c.mull Osl,m Quality Pandord, 051.49 Imcaq SPecMlcatlpn, and MO-91 iTe k®
Handling initialling cod Ilrocina g�amme aHon avoloble nom irasl flole bdnuie, aa3 D'Onoab DMe, "Olson, WI $3719.
Job - " Truss Truss Type
ay I Ply
EL C. V51S2 VALLEY
1 1 CENTEX 2546 EL.0 S615719
Eagle industries, INOPLS.
3.3T s Feb 14 1997 M1Tek industries, Inc Wed May 28 11,22'.08 1997 Page 1
1.511
14114
N
1D
7-5.11 7-611
44 =
2
3x5 � 2x4 N 3x5 �`
7-S i t 7-S I I
LOADING (psf)
SPACING 210.0
CSI
DEFL (in) (10c) Ilde8
PLATES GRIP
TCLL 20.0
Plates Increase 1.15
TO 0,00
Vert(LL) 0,00 / "••
M20(20ga) 1941162
TCOL 10.0
Lumber Increase 1.15
BC 0.00
Vert(TL) 0.00 1 •••.
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0,00 Na
BCDL 10.0
Code UBC-94
Min Length / LL den = 360
Weight: 69 (lbs)
UMBER
IF CHORD 2 X 4 SYP N0.2
JT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
FORCES
NOTES
1) Gable requires continuous bottom chord bearing.
2) Studs to be fastened with 2x4 M20 plates.
LOAD CASE(S) Standard
BRACING
TOPCHORD Sheathed
BOT CHORD Rigid ceiling directly applied, or 1-4:5.3-6, 3-4:63-0 on center bracing.
y\\\\I111II rylyF
C4
c 51 r•�,STF; �•, �
F In f�•.
iCti'2
STATE OF _e
-•rrt rl IU\•-- .
A WARNINO - V-,Vjj deeTpn ptxresaelere and READ !VOTES ON TMS AND REVERSE StPE BEFORE USE. ve
D.Igh vaOC to, use Dory wah M9eR eonneelors. lhh design it ba onh coon parameters Mowq chd Is tom on 1ldlvlduo1 bvwha component 10 De
MAE
Imlofled'and loaded ~Icolty APPIIaabManpm aa y of 0009h patamelea d golrcpatbom n oI cponent a+esponnblufy or burs" destines - not hvx
desbner. 5roeh0 Mown k for lateral supporl of hdNlaval web membert onN_ Addabrwl lemposay backsa to horse Mobility au M9 eonnryclbo " Inc
rmponWPly of ma erector. Additional , Relmenerd bdcha of the oyNo1 dmCIVIO b the responsblNlaha y of the burd"loner. For genial dulaance
repmding tobrlaatbn, quality a MIO, 00100e, deWery, erection and braeha. consua Off-611 Ouelay POMad. OSS-59 Va." Specalonllon, ordl KII.91 M iTe k®
' NeMllsq. Indellb•P and 11.1hd Ieeommehdallad avobbk hemm 711 Rate hba3 sleute, O'Ononb Orlve, Modhon, W 153719.
11
TypePtyVS2S2
=.TrussTruss
VALLEY
1
1.
CENTEX 2546£LC S615725
Eagle lnduslries, INDPLS.
3.3T: s'FeD t4199TMRek Industries, Inc. Wed May 28 11.22:221997 Page 1
366-
19
14p3 1-10.J
1— 44 =
2x4'/ 2x4 it
3
2x4
F_
1-10.3
1-10.3
1
LOADING.(psQ
SPACING
2-0-0
CSI
DEFL (in) (loc) 9den
PLATES' GRIP
TCLL 20G
Plates Increase
1.15
TC
0.00
Ved(LL) 0.00 1 ••••
M20(209a) 1941162
TCDL 10.0
Lun ber Increase
1.15
BC
0.00
Ven(TL) OGD 1 •'••
BCLL 0.0
Rep Stress Inc(
YES
WE
0.00
HORR) 0.00 Na
BCDL 10.0
Code
UBC-94
Min Length ILLdell =360
Weight: 13(Ibs)
" ABER
BRACING
)
CHORD, 2 X 4 SYP No.2
TOP CHORD Sheathed'
CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied, or 1,1 5-0-1, 3-4:"-0 on center bracing.
OTHERS 2 X 4. SYP No.3
FORCES
requires continuous bottom chord bearing.
to be fastened with 20 M20 plates.
LOAD CASE(S) Standard
,`t1U 11111 f1 I'II
BEN w. Ca 2,,,
c-,l S7E�;�.�Fy�h
rr�
20612
OF
W111"NAY` YC
AWARNING VerVy deelpn panamelen and READ NGrill! 8 ON THIS AND REVERSE SlOC BEFORE USE,
Oelk)n VOOd1. for we -only wall, Mff<t conneclori. Ina d.09. !'baletl only upon pommeled Noon, an0 a I- on lnaNltlual b0ldhq componenl to be
hdpaetl ono bodeo ;Ah I y AppNOebpol of OeYOn pcl web rn .b pope(-hco(pomnbn of componenl a tos m* e. Il buaohO' cohVIdesig2Y- not in-
oeib9el, y of
0 flown a I AcdIllon op en o1efil boual Web me QC- l lbo A-19 W the
lempoary do<IrIr to build da,;I y w. ins,For cUdwc 10howi a nne
(e+ponoblMy of the e(_eeld. Abtlabnal pe(mpneN,MOohp of iM ovaal Orvdme YYM Iespom9roMy ol',lae buntling tlmlgne(. Pot penmol oubance
r.601d" lobncolbn, RUOINY o' Ilct daoOe, d."; y, eleclbn ono blOeyp, 000w6 O]i-411 O.My Itondo(o; O31-I9 swe" Jpeeaba6on, ono HII-91 ■
ow I. —I. Necoe me ogler pvoRoble I(om Dur Pole hnaNa, "I D'Oneeb D,N , Mookon, WI $3719. _ i
jl 0;b
Truss
Truss Type::�
�y
PN
EL.0
SGE
GABLES.
,1
1
CENTEX 2546 ELC S615706— --
I' Eagle industries, INUYLS.
Plate Offsets (X,Y): 11:0-0-0,0.1
I.. 104 41" -S'" 1ta7-0
alas 4108 a14e at48
44 =
2
3X5 = W 11 3X5 =
LOADING (pSq
SPACING
2-0-0
TCLL
20.0
Plates Increase
1:15
TCDL
10.0
Lumber Increase
1.15
BOLL
0.0
Rep Stress Incr
YES
oCDL
10.0
Code
UBC-94
TOP CHORD 2 X 4 SYP No.2
ROT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
WEDGE Left: 2 X 4, RiohL 2 X4
FORCES
Sum
CSI Dr
(in) (too) Vden PLATES GRIP
TC 0.00 Ve4(LL) 0.00 / "" M20(20ga) 1941162
BC 0.00 Ved(TL) 0.00 / ""
WB 0.00 HorzR) 0.00 rVa
Min Length / LL den a 360 Weight: 55 (lbs)
BRACING
TOP CHORD Sheathed
BOT CHORD Rigid ceiling directy.applied, or 1-4:6-M, 3.4.6�3-0 on center bracing.
1) Gable requires continuous bottom chord bearing.
2J Gable studs spaced at 24 inches on center.
3) Gablestuds exceeding 72 Inches length to be laterally braced at midpoint For studs exposed to wind, see MTek "Standard Gable End Detair.
'4) Studs to be fastened with 2x4 M20 plates.
LOAD CASE(S) Standard
1111tl llllrr
Q�CN u/,
7 ' STATE OF
II:MY 2 9 : 7
Y� ,VV deetyn paranSeten vnd S AD NOa'ES ON TRESS AND AEVEASE SSDE HEPORE IIS'E.
or uke only with M4ek conneotai lhk 4.001, Is boxed only upon pmometen dbwn, and k of on IrWIWJoal bind" component to be
boded vedicalty. ApPacoblaly of desion Poiumeleil and propel InerNpdolbn of GompOrwnt N lespenrblay, of buShcna deslaner ,not I..N
,Np�StiOWn k Iaiahnol wwmo of hdNqual web member, only._Addabnal lempaory boclnd;lo blme dobSaY dwkp eondrvdbn k the
CI pie breblol. Addltbnoll pereonenl pecha of lne ".xfl dracWle k he leSppnSbiny, of the tiuGd" dedpnel. For Oenelol Qukdoeee
❑cafbn, quovi eonuo dwope, 0." , erectbn and bockp, o ua CST-" Oualey S1ondord: DShao heeVV Sp lfloatlon, end HII.% iTe k®
en,e bb bnelm kecommeMollpn avdlbb4 from bun Pole kdlaule, 583 O'Onoeb Urrve. Mookon, W153719.
Job
,Truss
Truss Type
.DIY
PIY
EL C
BN
GIRDER
-1
2
[CENTEX 2546 EL C $615707
Eagle Industries,INDPLS.
3.31.s Feb 14'1991 mireklndustlies, Inc, Wed May 28 IV21:201997 Page 1
4-102 �41ba
04 =
2
44 = 44 =
410d 4-/P8
Plate Offsets (Xh: ]4:0-1-8,0-0.0]
LOADING (psf)
SPACING 2.0-0
CSI
DEFL (in) (loc) Vden
TCLL 20D
Plates Increase 1.15
TC 0.19,
Verl(LL) 0.03 4r3 999
TCDL 10.0
Lumber. Increase 1.15
BC 0.98
I
Ven(TL) 0.07 4r3: .999
BCLL 0.0
Rep Stressincf NO
WB 0.51
HoR(TL) 0.01 3 Na
9CDt- 10.0
Code. UBC-94
Min Length / LL dell = 360
TOP. CHORD 2 X 4 SYP Not
BOT. CHORD 2 X 6 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (Ibs/size) 1=3232/0.3.6, 3=3232/0.3.8
Max Horz 1=-189(bad case 2)
Max Uplift 1=-664(load case 4).3=�664(load case 4)
FORCES
TOP CHORD 1-2=-2440, 2-3=-2440
SOT CHORD 3-4=1828, 1-4=1828
WEBS 2.4=2948
I
PLATES GRIP
M20(209a) 194/162
Weight: 47 (lbs)
BRACING
TOP CHORD Sheathed or 6.0.0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
NOTES
1) 2-ply truss to be connected together with 10d nails as follovvs: Top chords connected vnth 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 4lnches on center.
Websconnetled with i row at 6 Inches on center.
2) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5.0 p. s,I.. lop chord dead load and 5.0 p.s.I bottom chord dead
load, 100.0 miles from hurricane oceanline,'on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase =
1,37 Bath end wrucals are exposed.
3) Except as shown below, special connection(s) required to support concentraled load(s). Design of oonnection(s) Is delegated to the building designer,
4) SIMPSON H2,5,connectors recommended to connect truss to bearing walls due to uplift as folovsl Two each connectors at )oinl(s) 1, 3. asdSet ❑ 1 nr rrrh
.v` . 1/!, r 14
.LOAD CASE(5) •. . '. eel
� 1) Lumber Increase=1._15, Plate Increase=1'.15 �, . • . vl �. ••• �� ��
Uniform. Loods'(Ibs per. n) • �`� Fes •
Ven:1.2=-60.0,.23=-60.0 3-4=-623.3, 1-4=-623.3 t;, _
20612
j - STATE 0= _
''to t•11t1Ia•-
11Y 29
A WARNING V.,w deifgn•paraavtexe and rRLAD NOELS ON THIS i RLVLRSSRIDEiiii.USE-
Deu, Ild for .se only wah Maek eonneclas: rhk deson Is bou only goon powmeten fhown, end 6 for on Ir•dl,x1--I building eomponen610 b
Imlorbd o d boded verlkoee. APpaaoblitty of dedgn polgmelen and poDer lnoxt aolbn of component klesponstoilly of buading deslgnel - not LVft
beslonel 8 a6lo0lshown k Id. bterdl sups o t of Ndlvkluol web me robed ootyr Addelcnot tempaary baeeq to insure W."y dwing pond lgcllo , k I"
relponopety of the eleelcx. Additional permonent b4ce" 01 Inc overai drodlme k the Inpontbelly of the buecling dexIgner. For general guldonce,
lego'dinQ lobrkglbn, guosly 46ti stwoge, delivery, ereoll,n and teoc". consult OSf•ae Ouollly Mandord. gsD-e9 Pacing, Sloeoftoll6k 0r I RID-91 M iTe k�
kenos,, Inrlaelrw aM Irax,no Decommentlolbn ovoWoW jnp bola Mi. hrlsale, H3 D-0.1b p ". Medkon, WI 63719.
Job (Truss (Truss Type IOty IPN
EL_C C' COMMON 8 1 CENTEX 2546.EL,C S615708
-41�D8 6-215 � ta10 f- 73-t1-1 I ffi-2-g 33h8
a+aB b2-15 7-fat 7-Ia1 62-15 aloe
8.00 12 44
4
1 10 9 8 1
3x5 = 3x5 = 3x5 = 3x5 =
36 =
10-10-5
Is" 10.ta5
Plate Offsets (M): (1:0-0-0,0-0-6). 17:0-0 2;0-0.61
LOADING.(psn
SPACING 2-0-0
CSI
DEFL (in) (loc) Vdefl
PLATES GRIP
TOLL 20.0
Plates Increase 1,15
TC 0.85
Vell(LL) 0.22 1019 999
M20(20ga) 1941162.
TCDL 10.0
Lumber Increase 1.15
BC 0.81
Ved(TL) 0.44 1019 878
SCLL 0.0
Rep Stress Ina YES
WS 0,28
Horz(TL) 0.06 7 Na
aCDL 10.0
Code UEi
Min Length /LL deft =360
Weight: 165(Ms)
iM8ER
BRACING
TOP CHORD 2.X 4 SYP No.2
TOP CHORD Sheathed or 2.11.15 on center pur in spacing.
SOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid telling. direly applied, or B-9:6-3-0, 7-8:63-0, 1.1016.34, 9.10.6.3-0
WEBS 2 X 4 SYP No.3'Except*
on center bracing.
10A 2 X 4 SYP No.2, 4-8 2 X 4 SYP No.2
WEBS 1 Row at midpt 10-4, 4-B
REACTIONS tlbs/site) 1-1328/0.3-8, 7=1328/0-3-8
Max Hoa 1=242(load case 3)
'
Max Uplift 1=-184(lood case 4), 7=-184(load case 4)
FORCES
TOP CHORD 1.2=.1641,.2.3=-1426, 3-4=-1426, 4-5=-1426, 5.6=A 426. 6-7=.1641
BOT CHORD 7-6=1354, 8.9=918, 9-10=91 B, 1.10=1354
WEBS 2.10=.381, 4.10=615, 4-6=615, 6-8=381
NOTES
1) This truss has been designed for the wind loads. generated by 75.0 m.p.h. winds at 25.0 feet above ground level, using 5,0 p.s.( top chord dead load and 5.0 p,s,f bottom chord dead
load, 100.0 miles from hurricane oceanline; on a category I enclosed building, o1 dimensions 45.0 by.24D with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase =
1.33. Both end verticals are exposed.
2) SI MPSON H2.5 connectors recommended to conneot truss to bearing walts due to
uptiR as lanavvs. One cagnectm at joinl(5)1, 7.
LOAD CASE(S) Standard `1s`ss5ls tt)sTrtrrgry,,,,
c 205i2
STATE OF e
,Y-`,UNA11
h;lAY 2 9 '.-. I
A WARNiN0 VenW dee(alTparnsnetere and'READ'NOTE9 ON THIS AND RLVl.R.96 SHK afiPORa Lwz.
Deign valid loruF enly with, IWI eenneclarl, this dellpn b bOFed ." upen poromelen 110wn, orb k ron on FldwW.1 buading component to be
WMINI
InllOaed Ond boded verlboN• APPlieabkly Ol din powmelea and pope, bcppO,otbn of Oomponenl b Ieepon+Mll of bvlWing dmbner - nor huu
desbnel. Bracing, drown k la brerol Support of MNldual web membea only. AddBblwl Iamppry bep Oecto WWI* pabaly durYq conrl,vatbn k the WIN
en
iesbOnabPBY,ohlne, ereeld. Addillcnei pe,menbng
l ,ociOf the OvewB 16 the reFOonlbglyrof Ine buldhg Cnfi For general gubance
,egordW, fobrbotbn, gvONy cOnhoi +Iwoge, Ce Nery: e,ectbn and b,achp, OonFaa OST•48 Ovolay gandoid, 0911-119 Braanq SpeOlflcatlon, and NIB-91 iTe k®
u....wn..,. wl.m,.......e e.erlw Begommendelbn ovabbb (rem by Role WlBute, M 0.Onoab DIM-Madifen. wt5a719,
job Truss TrusType
EL C I C1GE I STRSGBL, S. I P1 CENTEX 2546: EL.0 S615709I
3.31 a Feb 14 1997 MfTek Industries. Inc. Wed Mav 20 11:21.30 1997 Pace 1
n
0
-p10ia 6745 161-0 + 2311:Y H 32-24 4t8
o-to-a &2-t5 ]-101 7.10-1 8.2.15 0.1"
8.00 12 4x4 =
4
3x5 = 3x5 = 3x5 = 3x5 =
3x5 =
f0.1U5
Plate Offsets (X,Y): (1:0.0-0,0-0-6), (7:0-0-2,0-0-6)
LOADING (pst)
SPACING 2-"
CSI
TCLL 20.0
Plates Increase 1.15
TC 0.85
TCDL 10,0
Lumbet Increase 1.15
BC 0.81
SCLL OG
Rep Stressincr YES
WB 0.28
^40L 10.0
Code UBC-94
TOP CHORD 2X 4 SYP No.2
DOT CHORD 2 X 4 SYP Nc.2
WEBS 2 X 4 SYP No.3 -Except*
10-42 X 4 SYP No.2, 4.82 X 4 SYP No.2
.OTHERS 2 X 4 SYP No.3
REACTIONS (Ibsrsize) 1=1328/0.3-8, 7=1328/0-38
Max Horz 1=2420oad case 3)
Max Uplift 1=184(load case 4), 7=-184(lozd cased)
1.2=,1641, 2.3=-1426, 3-4=-1426, 4-5=-1426, 5.6=-1426, 67=1641
7.8=1354, 8.9=918, 9.10=918; 1g10=1354
2.10=-381, 4.10=615, 4-8=615, E.8=.381
Io_" 10-10-5
DEFL (in) (roc) Vdel PLATES GRIP
Ven(LL) 0,22 10/9 9ss M20(20ga) 1941162
Vert(TL) 0.44 1019 878
Horz(il) 0.06 -7 Na
Min Length / LL den = 360 Weight: 301 (lbs)
BRACING
TOP CHORD Sheathed of 2.11.15 on center purlin spacing.
SOT CHORD Rigid ceiling directly applied, or 8.9:6-3-0, 7-8:6.3-0, 1-10', 6-3-0, 9.10:6-34
on center bracing.
WEBS 1 Row at midpt 104,4-8
NOTES
1) This truss has been designed for me wind loads generated by 75.0 m.p.h. winds at 25.0 feet above ground (ever, using 5.0 p.s.f. top
chord dead load and 5.0, p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline: one category I"enclosed building of
dimensions -45,0 by 24;0 with exposure (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are
exposed.
2) Gable studs spaced at 24 inches on center.
3) Gable studs exceeding 72 inches length to be laterally braced at midpoint For studs exposed to wind, see MlTek "Standard Gable End
Detall'
4) Studs to be fastened with 2x4M20 plates.
5) SIMPSON H2.5'.connectors .recommended to connect truss.10 bearing walls due to uplin as lollvvs: One connector at Joint(s) 1, 7,
LOAD CASE(S) Standard
G.Iprt paramel.r rind READ NOTES ON Tffi9 AND RE VERSE BIDE BEFORE USE.
ay wnh Malta bonneclals, tali oedgn a bawd Only VI%n porameten drown, and a IV an bdWvol bvlldl f; 00mPonenl to be
WE
redleo3/. Appacalo y of design pawmelen and pope) lncapaaWn of component IfIesponsbMy of b0dhg desbnel - not bass
ion 1 la ol suppod of kWNmembers
ldual'web ems only, Addnbrwpw l lemory back o ID aaule ddbl0y dvling' condloclbn 4 lie
bfm
leela. Ad hlonol Ixetmonenl VOahg of the Ovelaa sliuOlVro k the r.ponilbNy of the bandkq ds<yner. Fa peeeiol gVbande
gVotly,eonbd stooge, deevaq. woctbn aM brMng. c 'K Oaf -era Quality Wandold, 031114 111.0 p Speellkalbn, and RII.01 WIS171O. M iTe k®
1 ltoakw 0.eaommetMalion avolabMftom 1'.Pgleheroine, a, D'Orwabbwi. f,tedhpl{�
Job
Truss
Truss Type
City
PM
EL C
CGE
GABLES.
1
1
CENTEX 2546 EL S615710
Eagle fndustnes, tNOPLS.
13T s Dec 27 1996 MTek Industries, Inc. Thu May 29 1520:D0 1997 Page 1
402110 a 67-ta 1 10.10.5 1
161.0 I 21111 1 2666 { 32-2-D 3YpA
blp 57.10 }bit a[ n --, -. „ --- —
8.00FI-2 41i4=
3
n
Iy
3x4 = 2t4 n 4x4 = 30 =
1 62.15
_161-0
2111.I
32-2-0
62-15
7-10-1
7-10.i
62-15
LOAOINO(psf)
SPACING 2-D-0
CSI
DEFL (in) (loc) Vde6
PLATES GRIP
TOLL 20.0
Plates Increase 1.15
TC
0.00
Ved(LL) 0.00 / ""
M20(20ga) 249l190
TCDL 10.0
Lumber Increase 1.15
BC
0.00
VeR(TL) 0,00 / ••"
BCLL 0,0
Rep Stress Incr YES
WB
0,00
HOO(TL) 0.00 Na
13CDL 10.0
Code UBG94
(Matrix)
Min Length /LL dell -360
Weight: 246(Ibs)
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed
BOT.CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly
applied, or 10.00.00 on censer bating.
-TIERS 2 X 4 SYP No.3 •Except•
3.8 2 X 4 SYP No.2
FORCES
NOTES
1) Gable requires continuous bottom chord bearing.
2) Gable studs spaced at 24 inches on center.
3) Gable studs exceeding 72 Inches length to be laterally bated at midpoint. For studs exposed to wind, see MRek "Standard Gable End Detail".
4) Studs to be fastened with 2x4 M20 plates.
5) This Inrss has been designed with ANSI/IT 11.1995 criteria.
LOAD CASE(S) Standard
••xo��ul'r�nCq Yh .
20612
-- STA IE OF e
'UNAL t%' ol•
tiunuN
®WARMNO-_ V*rV fy deefgn parometen wd'READ: NOTEB ON THIS AND REVERSE SBIE BEFORE USE.
Dmbn vo(d lo, me only wah Mdek cohneda, olha dedon a bowd onM upon p r1OM.teb Mown, bnd If for on bdMdupl bakdeq component td be
h+lolbd okd boded vedbeky. APPlcobmY of dedbn PprOlnelell -10 Plopef hco "-lbn or component k .n"nslbmy of bvWlno dnbnel -not hua
deibner. alocbg rhown,.t la 101e`-1 kupPOd of I dN/dvot web membea only. Addabncl lemporo, both; to hmw dobflY dmY10 oondmclbn k the
rmp0;ubfat, of the mecld. Addator+ot Pelmonenl bfdcho of If ovapk +h.lme If the i„P4mEpty of the buad" detgner, lot penmen OulOoncs
raooiok+p IpbrleclOiL goa0y een101, tlaape, debaly,"e,ecibn Pnd Wdcho, conrua OS7-aI cf.lay RPMord. DII-a4 kfocing fpeeekPllon, and HII-el MiTek®
,,,-rN Ire -I. Oetornmenddlbn PVPIobM f. mtrue Bdle kulaule, a a10'Onoeb 0,". MPdk .WI5371e. _..__.
Jot
Truss
Truss Type
Oy
Ply
EL C
CL
COMMON
fi
1
CENTEX 2546 ELC S615711
Eagle Industries. INDPLS.
3.3T s Feb 14'1997 MRek Industries, Inc. Wed May 28 11:21:39 1997 Page 1
. to if
6245 I 161-d l 2111-i 1 32.2-0
alaa li 7.10.1 7.10.1 8.2.15
8.00 12 44 =
4
9 8 7
3x5 = 3x5 =
3x5 =
1010.5 10.5-6 +Pta5
Plate Onsets (x.Y): �1:8-0.0.0.0.6), J6:0-0-2,0-0-61 • -J
LOADING (psQ
SPACING
2-M
TCLL
20.0
Plates Increase
1.15
TCDL
10.0
I
Lumber Increase
1.15
BCLL
0,0
Rep Stress tncr
YES
RCDL
10.0
Code
UBC-94
-TOP CHORD 2 X 4 SYP No.2 -
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3 'Except-
4 92 X 4 SYP No.2, 4-72 X 4 SYP No.2
CSI DEFL (in) (too) Vde' PLATES GRIP
TC 0.85 Ved(LL) 0.22 9/8 999 M20(20ga) 1941162
BC 0.81 Vii 0.44 9/8 878
WB 0.28 Horz(TL) 0,06 6 Na
Min Length / LL dell a 360 Weight: 162 (Ibs)
REACTIONS (Ibs/size) 1=1328/0-3-8, 6=1275/0.3-6
Max Hoa 1=248(load rase 3)
Max Uplin 1=-184(load case 4), 6=•1670oad case 4)
FORCES
TOP CHORD 1-2=-1641, 2-3=-1426, 3'1 -1426, 4.5=-1426, 5-6=-1641
BOTCHORD 6.7=1354, 7.8=918, 8-9=918, 1.9=1354
WEBS- 29-381, 4.9=615, 4-7=615, 5.7-381
BRACING
TOP CHDRD Sheathed or 2.11-15 on center punin spacing.
BOT CHORD Rigid ceiling directty applied, or 7-6:6.3-0, 6J:63-0, 1-9:6.3-0, 8-9:6-3-0 on
center bracing.
WEBS 1 Row at midpt 9.4, 4.7
NOTES
1) This truss has been designed for the wind loads generated by 75.0 an p.h, vinds at 25.0 feet above ground level, using 5.0 p.s.f. lop chord dead load and 5.0 p.s.I bottom chord dead
load, 100.0 miles from hurricane oceanline, on a category I enclosed building, or dimensions 45.0 by 24.0 with exposure C (ASCE 7 93). Lumber Increase = 1.33, Plate Increase =
1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 6.
LOAD'CASE(S) Standard
A WARN7N0 • d READ NOTES ON TH79 AND REVERSE 6IDE BEFORE USE.
Dettgn void lot uw any with M170 000neclon. Ihk design a bOSM only upon pawmelea mown. and a IP on Indwuol bundho component to
vittolled and boded ved"Ily. ApprkbbPy of destan paromelert and Popef hcapolallon of componenl 6lespontlbPay of buldhg desgner - not hint
detionet. Siccing mown k, SO, l l ebPood of IndrvWugl web memberr only. Adoli'l l Temporary brochg to hwre M.Wy dwhg condluclbn Is IM
imponslbnay of I" 4ilrcld. AddfI n6I Mwaror e.l broaPq ull
of the ov,,, drucWrs k the rasponsbmly of the bdxq deer slon. for aenewl
rdhlcagobance
regpg Iabllbn, auaSlycorlirot efoioge. deeYery. elacllalt and WOChg. cantuft 057-M CLOMY SOMIad, DSI-Sit eroclrq 6Pealnaallon, and Mal � iTek°
9andiff. InttaNnd ne aerocinp SeaammendallPl avgbDM Ilam II1rY Polehdeule, 543 D'Onofrb Dltve. IAodtran. WI 53719.
Job_
Truss....
Truss Type
ON
Ply
EL_C
G
COMMON
1
T
CENTER 2546 EL.0 S615712
Eagle industries,INDPLS:
3.37 a Dec 27 1995 Myfek Industries, Inc. Thu May 29 100:151997 Page 1
a.a 5 2
is" 167.14 1 31-0a 2f-toe
U10-11 642 5-1-14 9.1-14 Y4[. v-nne
44 =
3
3x5 = 3x5 = 3x5 =
3x8 =
is"
Is"
Plate Offsets (X,Y);
'LOADING (psf)
SPACING 2-0-0
CSI
DEFL (in) (roc) Wall
PLATES GRIP
TCLL. 20.0
Plates'. Increase 1.15
TC 0.32
Ved(LL) 0.17 716 999
Ia20(20ga) 249JI90
TCDL 10.0
Lumber Increase 1.15
BC 0.63
Vert(TQ 0.34 7/6 731
BCLL 0,0
Rep Stress Incr YES
WB 0.20
HDa(TL) 0.02 5 Na
BCOL 1D.0
Code UBC-94
Min Length I LL dell =360
Welghl: I I$(Ibs)
-LUMBER.
BRACING
'Oro CHORD 2 X 4 SYP N0.2
TOP CHORD Sheathed or.5-4.4 on center puffin spacing.
IT CHORD 2 X 4 SYP No.2
GOT CHORD Rigid ceiling directly applied, or 5-6:6-3-0, 1-7:6-3-0„6-T6.3.0 an center
- "ESS 2.X 4 SYP No.3
bracing.
OTHERS 2 X 4 SYP No.3
WEBS 1 Row at midpt 7.3
WEDGE Left: 2 X 4, Right: 2 X4
REACTIONS (Ibs/slie) 1=881/0-M.5=881/03A
Max Hoe 1=437(load case 2)
Max Uplift 1=.126(load case 4), 5=-126(load case 4)
FORCES
TOP CHORD 1.2=-856, 2.3=-624, 3A=.624, 4-5--856
BOT CHORD 5-6=638, 6-7=638, 1.7=638
WEBS 2.7=-210, 3-7=464, 4-7=-210
NOTES.
1) This truss has been designed for the vrind loads generated by 75.0 m.p.h. winds at25.0 feet above ground level, using_5.0 ps.f, top chord dead load and 5.0 p.s.l bottom chord dead
load, 1D0.0 miles from hurricane oceanline, on a category I enclosed bvilding, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). Lumber Increase = 1.33, Plate Increase =
1.33. Both end vertmals are exposed.
2) SIMPSON H2.5 connectors recommended to connect tw5s to bearing walls due to
uplift as follo,vs: One connector at Joint(s) 1, 5,
3) This miss has been designed "In ANSIrMl 1-1995 cnteria,
LOAD CASE(S)rStandard
205:2
_ - STATE OF _-
29 ,_-'7
.;&WARNING -V.,VV &.4pn parameters oi,d READ NOTER ONTRIS AND REVERSE SIDE BEFORE USE. r�
`Design vowl.bt use only With Mllek connecton. Ink desgn k bpsed only Up , pommel-1I ho.'n, ned k IV on "IYdugl buedhg eomponenl to be LLB
htt.rad Arid lodded vedlealty. Appacobllay 01 design pV.Me5eo and Proper, Ines Prnallon o1 component k lesp,enslbley of puaohg dedgnel - not boss
deslgoet 6roe4p eha n Is fable al support or hdNi,l.V Web membe s only. Addabnal Ism Palary boclna to Cabaay dwhg Vo uhuelksn Is IM
respomiboy DFIM trechx Addalonol permane I b ocV, of the overaq. ut6 lme 4 the rn;,Vn my of the buWhg' deilgner. For geneeol widanc,
uegatdhg lopllcalbn Quallly oonhot Iiologe, deteery, eredbn and bocing, cortsvit O51 66 Opolay BOMetB, 06149 116,:I sg Zp fttrtlon, and BIB-91 MIT@ K®
_... e...s.... e.,-.,,.......s.ew...,,.:wni,. tiom I..,, Rots uhtui*, w D'Onoeb D,Ns, Modkcn. W 150719.
lab
TNSS
TNSS Type
Oty
Ply
ELC
1'
MONO PITCH
io
1
CENTEX 2546 EL.C, 5615715
Eagle Industries, INOPLS. 3.3T s Feb 141997 M(Tek Industries, Inc. Wed May 28 11:21551 997 Page 1
66a 1 ti1141
Offsets (X,Y):
LOADING (psr)
SPACING
2-0-0
TCLL
20.0
Plates. increase
1.15
TCOL
10.0
Lumber increase
1.15
BCLL
0.0
Rep Stress 'Incr'
YES
RCDL
10.0
Code
LJBC-94
MBER
TOP CHORD 2 X 4 SYP No.2
ROT CHORD 2 X 4 SYP No.2
WEBS 2 X 4,SYP No.3 *Except'
3-4 2X 4 SYP No.2
REACTIONS (Ibs/sine) 1=625/0.3.8, 4=625/03-8
Max Hoe 1=643(load case 3)
Max 6plift. 1=-15(lud use 2)„4=-299(load case 3)
FORCES
TOP CHORD 1.2=-549, 23=-0, 34=-233
GOT CHORD 4.5=453, 1.5=453
WEBS 2.5=156, 2-4=-551
a -Da
7-1D13
WII
3
5
4
W II
3x5=
15-11-g
sa3
7.fo-13
CSI
DEFL
(in) (lot)
Odell
TC 0.84
Vert(-L)
0.06 5/4
999
BC 0.38
Ven(TL)
OA1 1/5
999
WB 0.38
Horz(TL)
0.01 4
Na
Min Length / LL dell = 360
PLATES GRIP'
• ,.• M20(20ga) 1941162
Weight: 92 (Ibs)
BRACING
TOP CHORD Sheathed or 5.4.1 on center, pudin spacing,
except end verticals.
SOT CHORD Rigid telling directly applied, or 1-5:6-3.0, 4-5:6-3-0 on center bracing.
WEBS 1 Row at midpt 24
NOTES
1) This truss has been designed for the wind loads generated by 75.0 m.p.h. winds at 25.0 feel above ground level, using 5.0 Psi. top chord, dead load and 5.0 p.s.f bottom chord dead
load. 100.0 miles from hurricane oceanline, on a category 1 enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7.93). lumber Increase = 1.33, Plate Increase =
1,33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing watts due to uplift as follo«s: One connector at joint(s) 1, 4.
LOAD CASE(S) Standard
5� •''I S•T�p�O F� .
29612
• STATE 09 - _
66 P ,`_
egr11111111•"`'
®WARNING. Verjrg design pars nefen and READ NOTE9 ON rWS AND REVERSE SIDE BEFORE DSE.
Dedgn voMa log -ale only with MRek connecloa. Ink cation Is baud only vpon ga ometen nown, and Is foi,an'hdWVOl tnadhg eomPonenl to De
hnoried and loaded vegficaey. APpfcobPly of design polomelen and gopet ercorlsaalbn of comport<nl Is tltponnbPly of burghg dmWn<I -not h n
dationet, alachg st own Is fog blelal suPpo4 of "Nidual web members only, AOdMbnal lampagory btaeep to hsoe dobaty dveyp eonshootion Is the
regpomlbMly of IM ereatol. Additional permongmt Moebg of the oveme nrvclvge is the 101,agne stay of the bvadhg riesling, fog general gulcan<a
regoiding tabrlcallon, qi conical pagoda. deHsry, erection and urcalog, corn," Off -rip grlpOy.Rorldogd. ose-69 n.Orta Speclacolbn, and NU -el HM iTek®
andling Mnollbg and 4aolrp eecammeMalbn ovabM m bfroImn Rota Irgd4ale. W O'OnoabMe, M DOd"n. WI $37fe. ,
Job
Trvss
Truss Type
ay
PN
EL C
'IGE
MONO GABLE S.
1.
1
CENTEX 2546 ELC
S615716
Eagle Industries, INDPLS.
13T s Feb 14 1997 MTek
Industries, Inc. Wed May 28 11:22:01 1997 Page 1
I
stria
tsi�a
2x4 I1
3
8.00 12
2x4 11
0
r
�I
0 1...
5 4
3x5 =
2x4 a 2x4 11
I
tsno
Istt-0
Plate Onsets (X,Y): 11:0.0.0,0.0.61
LOADING (psf)
SPACING 2-M
CST
DEFL (in) (loc) Udell
PLATES GRIP
TOLL 20.0
Plates Increase 1.15
TC 0.09
Ved(LL) 0.00 / ""
M20(20ga) 1941162
TCDL 10.0
Lumber Increase 1.15
BC D.00
Ven(IL) 0.00 / ""
BCLL 0.0
Rep Stress'Inct YES
WB 0.00
Hoa(TL) 0.00 rVa
PCDL 110.0'
Code USC-94
IMatrix)
Min Length / LL dell = 36D
Weight: 127 (lbs)
AMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed
DOT CHORD 2 X 4 SYP No.2
DOT CHORD Rigid ceiling directly applied, of 1-5:6-3.0, 4-5:6-3.0 on center bracing.
WEBS 2 X 4'SYP Not
OTHERS 2 X 4 SYP No.3
FORCES
NOTES
1) Gable requires continuous bottom chord bearing.
2) Gable studs spaced at 24 inches on center.
3) Gable studs exceeding 72inches length to be laterally braced at midpoint. For studs
exposed to wind, see MTek'Standard Gable End Detail'
4) Studs to be fastened with 2x4 M20 plates.
LOAD CASES) Standard
.
-
111t111111tt,FI
•• EN
STATE 1�
9G,cl'•�r�p1�1iP;'��•�
"' "foot tttty. AW
Ir:nY 2 9 ._:7
A WARMNO - V.rj jy deelpn parxf.t.n aM RLAO NOTES ON 7B7S AND REVERSE SIDE BL►DAL USE. .
Desbn voad for tone only wah MRek Ganneclork Ink dedan Is bawd only upon powm.ten fhawn, arq k la on ktdNldual b-MihQ component to be
hWE
slolkd and boded ve4boM• APPAcabIlly of de igm parom<len no holiv hcaP>allon of aanponenl k respenslbMy of buW4q dragnet . not nuns
desbnn. liocho shown of lot btelal suppod of etdNkfual web membeu only. AOoabnal Iempanoly pdchd to Insure eabRly dtulnp condrnclbn k the
Iespen4blhy of the erecic. Adtlabnal pellnanenl tadeha oL,me awwtakuclun, of the refpombaly or the buW" eesgnei, Fot eenelal Ouaencs
le0olding abltaallon, quony conliot. ntaraae, del ,y% eteclbn and baceq, edmua 011•a1 OualaY Pendant. 051-09'11eckrd iPecMatbn, oho NIF.91 iTek®
NanaAW Imtalllrq and lroctrq aKommNMallOn ovabble nom V. Sale hatde64 nl, 1 D 0"h1* DIM. Modkon, Wt 63719.
Job Truss Truss Type Oy Py
EL C JGE MONO GABLE S. 1 1 CENTEX 2546 EL S615717
N
r?
(D
a-10-0
2X4 n
2
1 5 4
2X4 N 2X4 II 2X4 =
LOADING(pst)
' TCLL. 20.0
TCDL 10.0
BOLL 0.0
BCDL 10.0
SPACING 2-0-0
plates Increase 1.15
'Lumber Increase 1.15
Rep Stress Incr YES
Code UBC-94
CSI
TO 0.00
BC 0.00
WE 0.00
(Malri>r)
DEFL (in) (lac) UdeO
Ven(LL) 0.00 / '•'•
Ven(TL) O.OD / ^••
Hom(TL) O.00 Na
Min Length I LL deft =360
PLATES GRIP
M20(20ga) 194f162
Weight: 53(lbs)
LUMBER
BRACING
'OP CHORD 2 Xd SYP No.2
TOP CHORD Sheathed
JOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied, or 1.5:6.3-0, 4 56.3-0 on center bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
FORCES
NOTES
1) Gable requires continuous bottom chord bearing.
2) Gable studs spaced at 24 inches on center.
3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint. For studs
exposed to wind, see MITek "Slandard Gable End Deter.
4) Studs to be fastened vriIh 2x4 M20 plates.
LOAD CASE(S) Standard
,Nl laal llltlll„I
Q�EH W.
[Oti12 _
U
A WARNINO - Ver1(y deefpn paywrleten and READ NOTES ONYMS AND RE VERSE BIDE EEPORE USE:
Design valid lot vie only wah MOek oonncelat. this desbn Is baced only upon paramelert Mwn. and If for an lndN ualbuldho component to be
Installed ontl boded ve111c ly. App4cabMy of design palamelea and popes. hoofmallon of eemponent k Iesponsblhy of bulicho de .,nor - not Ilya
desbner, 61oaho rhowh k Ip blmal rvppod of hdNldual web m•mbea only. AEdIne"I lempaOry bocln0 to Mule dpbay dvhq condruclbn k the
IetpondbMy OI me eleala. AOdllbnal permpnanl blackq OI IM ovwal alOCNq k I" I-PontDaly Or the b-ldlno dedaner. Fos pensml auldance
im
regard" loblba9cm quarry eonllol daao., delvely, aeclbn and braeho. aalrua 061.66 Oaalay flandad, OSI-09 6laelno tp•a N1 wa .and 1416.01 - M iTek®
Nondllno kalalltrp and 6lxlrq Reeommwgabn avabbM Isom Ilua Pale h<INai•, 643 D'Onahb M o'M. dC WI63710.
Job
Truss
Truss Type
pY
Ply
EL_C
VSIS1.
VALLEY
1
1
CENTER 2548 ELC S615718
Eagle Industries, INDPLS,
3.3T s Feb 14 1997 MTek Industries, Inc. Wed May 28 11:22:06 1997 Page 1
90-15
1 18.1-13 1
9615 e-615
4x4 =
3
3x5'. 2x4 N 2x4 It 2x4 II 34.J
LOADINsf)
(p
SPACING
2-0.0
CSI
DEFL (in) (loc) Udell
PLATES GRIP
TCLG
L 20.0
Plates Increase
1.15
TC 0.00
Vert(LL) 0.00 / ""
M20(20ga) 194M62
TCM 10.0
Lumber Increase
1.15
BC O.DO
Vert(TL) 0.00 / ••••
BCLL 0.0
Rep Stress"lncr
YES.
WB 0.00:
Hamm) 0.00 Na
BCOL ID.O
Code
UBG94
(Matrix)
Min Length/LLden=360
Weight: 85'(lbs)
LUMBER.
BRACING
'P CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed
1T CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied, or-1-8:5.4:1', 7-8:641-0, 6-7:5-3b, 5-616-3-0 on
OTHERS 2 X 4 SYP No.3
Icenter bracing.
FORCES
NOTES
1) Gable requires continuous bottom chord bearing
2) Studs to be fastened vnth 2x4 M20 plates.
LOAD CASE(S) Standard
A WA NO - WIVY deefyn p.r .t. o id READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE.
Demlom vom lot use only whp Maek corms hwl. Thk deegn b hosed only upon pa.ome,eb Nown, oho h 10,; on bdh4dO cl bvadlno componenl to be
hf,omd end bbdotl vedlcohy. APalcobiley of Ee4on po.Omelen and pope. Incppo.olbn of componen, h ,espondbllhlr of bulidhq desbnel - not has.
desipne.. e.cclnq Mown k tq Ictmol mpporl of IntlNldgol web membei, only. Addabnal lemppery b.acln0 to Insole doblilly du MD condmclbn k the
,e .nslbely or IM ereelot. Addit n l pefmanent bi.ing or the ovgpl huahn..k.lh..esponsluvty of Ibe bulglnq'Oedgne., For general quganw
lepordlnq bbr ,A , q.My COnfi 1. slo oW, deNery. erectbn and dochg' conwh OSf-80 gwlhy MoMoco, DSLe9 fine1w Fpechtcollm, o.W Nls-91 M iTe k®
kaMlingImlo,lln9oM S.bclp aKep.meMollon avobDb harp 11. Role h.lhvle, 583 D' Omhb I D.M. wn. WI63719.
Job.,
Truss
Truss Type
Oty
Ply
�EL C
VS1S3
VALLEY
1
1
CENTEX 2546 ELC S615720
�
Eagle Industries, INDPLS.
3.3T s Feb 14 1997 MiTek Industries, Inc. Wed May 26 11:22:1 11997 Page 1
clad
1N9-0
slo-a
44 =
2
10.0o 12
N
O
i
7
Gtw.�`Ee1gLLliZX
4 3
3x5 ie
2X4 It US
11so
LOADING ((psq.
SPACING 2-0-0
CSIDEFL,
(in) (loc) Vdefl,
PLATES GRIP
TCLL 20.0'
Plates Increase 1.15
TC 0.00
Vetl(LL) QOD / '^'
M20(20ga) 1941162
TCOL. ,10.0
Lumberincrease 1.15
8C 0.00
Ven(ft) 0.00 I ^'•
BCLL GO
Rep Stress Incr YES
WS 0,00
Horz(TL) 0,00 Na
BCDL. '10.0
Code UBC-94
Min Length I LL dell = 360
Weight: (Ibs)
i VMBEIR
BRACING
' CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed
T CHORD 2 X 4 SYP No.2
�bTHERS 4SYP
BOT CHORD 'Rigid ceiling directly applied, or 1,4:5.3-6, 34:6-3-0 on center bracing,
2 X No.3
FORCES
NOTES
1) Gable requires continuous bottom chord bearing.
2) Studs to be fastened with 2x4'M20 plates.
LOAD CASE($) Standard
111111ITf Ifgy
yf1f
w. �ayy''%
Q�EN
20112 VV
l 17
C = STPI`°OF r .
fin.
®WARMNG - VerV(y de.(yn paro.me(<r. a READ NOTES ONTHIS AND RE
VERSE SWE BEYORE USE. sv�
Deign vosd for we only wBh Mnex commeo lon. Th6 de sqn If bawd only, upon polamelen shown. arA If lot an hCNb..I bu(dPp component to be
Insfa*d and botled vedlcany. Applkabffny of des'on polomebd and poper hcorpolofbn of component If sefpomlDllay of buGdho desbnem - nol huff IN
designer. Brach, Mew, if Ia 111.1.1 mppod of hdNlduol web members only. Addabnol Iempaaly bochg to lasul. aobUy du,LW tondwclbn If IM
lefpondblllly or thebleolor. Addalonol pelmanenl'bbcho ofalro o of fhuclme
Is the Ispome.Nnr' or th., b.WIm0'dedone1. sor General guidon..
iegoldllq I.b,IcalWn. gv.Wy cohhol lloroge, tleWe Y reaba'ontl bochg, coaraa O31•aa OwMY Condard: OSLae,hoefnp ip.cTCafIM, and 11I1-e1 iTek®.
MarWllrq Imicaing end o hm R6a3 In=Inoecomm.rwalkn avabbb oTruro Rafe inn,"we, D-Onol bDiN., Madam. W1637le.
Job
Truss
Truss Type
OIYTIT
EL C
VSt S4
VALLEY
1
CENTEX 2546 EL.0 S615721
Eagle Industries, INDPLS. 3.3T s Feb 14 1997 MITek Industries, Inc. Wed May 25 11-..22.13 1997 Page 1
N
2x4 1i
415 415
44 =
2
2X4 it
2x4 n`
o-s+o
LOADING (psn
'SPACING
2.0-0
CSI
DEFL (In) (loc) gde0
PL:ATE3 GRIP -
TCLL 20.0
Plates, Increase
1.15
TC 0.00
Vell(LL) 0.00 / ""
M20(20ga) 194162
TCDL 10:0
Lumber,Increase.
1:15
BC 0.00
Veft(TL) 0,00 /
BCLL. D,D
Rep Stress Ina
YES
WB '0.00
Hwz(TL), 0.00 Na
t9CUL 10.0
'Code
UeG94
Min Length / LL deli = 360
Weight: 34 (lbs)
r UMBER
BRACING
)P CHORD 2X'4 SYP 1,10:2
TOP CHORD Sheathed
OT CHORD 2 X4.SVP No.2
BOT CHORD Rigid ceiling directly applied,. or 14:5-4-1, 3-4:6-0-0 on center bracing.
2'X 4 SYP. No
[FORCES
FORCES
1) Gable requires continuous bottom chord bearing.
2) Studs to be fastened with 2x4.M20 plates,
.LOAD CASE(S) Standard
®WARMNO -VerV v deeipn p.ra Iere and READ NOTEs
Dedop valld lot we only with MDek connecto+. In% dedpmk ba
IMIOald ontl boded vcdlcolly. App�oblllly o1 des4n pa.omelei
oedoner. 61aclno shown k 1d ble.pl wPpoll of lndr,ldudl web s
.a• mlbYly o1 Ine e.eolor. Addnbnol pomonenl b.odno or It
.epo.tlbp lobNoollcm. q..My conbot d-oge. tle Nery: enictbn (
if-dll. lr,.WUr ontl 2,.Ino 9ecunmervfdbn avoYeb4 M1em 11
IN THIS AND REVERSE SIDE HEIORE USE,
ed only upon polomelen dawn. orW k to on bdl
ontl pope. InmMolion of eomponenl It Imponflo
mben only. Addle nol lempo.grY boclnp 10 InN.e
overot 111Votulo b the .epohdDVaY of the b.saim
cons." I
rote_ sat
wl
eve®®®s®
bulklbo component to be
twrgNo oe lgner - not llu,,
ly du.klp Bondwc1bn k IM
peel oerm. pnklance
a
q'6Peelncollat,a.MNIPe1
PA:Y�1,0
'Job -
Truss
Truss Type
Oty
Ply
EL C
VS1S5
VALLEY
1
1
CENTEX 2546-EL.0 S615722
Eagle Industries, INOPLS. 3.3T s Feb 14 1997 MiTek Industries, Inc, Wed May 26 11 t22:15 1997 Pagel.
x-62 I su
N
lV
N
2X4'.
(pso I
SPACING
2,0-0
20.0
Plates Increase
1.15
100 II11
Lumber Increase
1,15
0.0
Rep Stress Incr
YES
10.0
Code
UBC-94,
1 UMBER'
p CHORD' 2 X 4 SYP No.2
jT CHORD '2X 4 SYP No.2
OTHERS 2 X 4 SYPNo.3
FORCES
NOTES
1) Gable requires continuous bottom chord bearing,
2) Studs to be fastened wdih 2x4 M20 plates.
LOAD CASE(S) Standard
2b2 aa2
44 =
2X4 Ir
}4l
aaa
C51 OEFL (in) (loc) Vde6
TC 0.00 Ved(LL) 0.00 /
BC 0,00 Ven(TL) 0.00 /
WB 000 Hort(TL) 0,00 Na
Min Length / LL dell a 360
(
2X4 �
PLATES GRIP
M20(20ga) 194/162
23 (Ibs)
BRACING
TOP CHORD Sheathed,
BCT CHORD Rigid ceiling directty appiled, or 14:54.1, 34:6-0-0 on center bracing.
d S7111 t l l lglyy
vd; c4*
No
205')Z
�::ri 1FI Wr1151e1j1y/ ,
®WARNING-Vcr-M eelgrt pdramrlen and R&W NOTES ON THIS AM REVERSE SIDE BEFORE USE. ..0
DtnIon volld bl are onty wfh Mdek conneclas. 1hk design k b,0 eC only upon pdromelerF shown, and k tow on hd Mduol bulWNp component to be
WE
I, ici*d and boded ventaM. ApWbobllty of design paromel<n end propel hcappolbn of component k ietponslbMY of bv1Whg dmlgnel - not truss
MIS
deOorhn Bracing thown k to, bteml w0pod of wlducl web member only. Addrtlenol lempacry bochg to intme doblllly'du," ohob.clbn k the
retponYblllty of the ehhoUh. AddNbnal permanent 61 VNF o1 NM ovNol shuclrrwe k 1M lmgonslbblY bt she buw" dant-gne .Fos genital guWonce
regoiding tatorbotbn vo K, control dotage, deWeny, mectbnbnd bbdhp, consulPOS1-1a gwlNy Aondard;'p51.89livalrq Ipe vwc lbn, and Nil-Vl � iTek®
Nnnaum bvr,, nw Irxrb VetemmetWallmavebbW horn tsv egle brlNWe. Sa3 D'Onelib l D,, Mdben. oW163719.
Job
Truss
Truss Type
Off,
Ply
EL_C
V5156
VALLEY
1
1
CEMF)(2546 EL.0
S615723
Eagle Industries, INDPLS.
3.3T s Feb 141997 MTek
Industries, Inc. Wed May 2811 t22:161997 Page 1
1�15
( 2-1-13 1
iAls
-01�
10:01 12
3x =
N
0
0
py ahhv
Yb�
F
1
3
2x4
2x4 .
2.1-13
2 1-13
i Plale Offsets (X;Y):12:0-0-0,0-2-2]
LOADING (psf)
SPACING 2-0.0
CSI
DEFL (in) (roc) Udefl
PLATES, GRIP
TOLL 20.0
-Plates Increase 1.15
TC 0.00
Veft(LL) 0.00 / ""
M20(209a) 1941162
TCDL 10.0
Lumber Increase' 1.15
BC 0.00
Veil(IL) 0.00 / ""
BCI.L 0.0
Rep Stress Incr YES
WB DAO
Hom(TL) 0.00 Na
nQDL 10.0
Code UBC-94
Min Length / LL deft = 360
Weight: 7 (Ibs)
'FIBER
BRACING
GOP CHORD X 4 SYR N0.2
TOP CHORD Sheathed
DOT CHORD 2 X 4 SYP No.2
DOT CHORD Rigid telling directly applied, or 1-3:54-1 on center bracing.
FORCES
NOTES
1) Gable requires continuous bottom chord beating,
2) Studs to be fastened wilh 2r4 M20. plates,
LOAD CASE(S) Standard
4n
20612
srA;ppF) p
.`
f 11,rt 11,1,1
AWARN7NG - VerW deeign pasamefese and RLAD NOTES ONTMS AND REVERSE SME Br"R6 [ME.
Desbh.vond for to only wsh MRek eonnealom 1h6 deslon 6 bored ont(upon prnomelen shcwn, aM k for an
ho.,%ed and boded verlbaAy. Applkabmr Mlly of dpn perom.l.ii and pope) 1n p*,a,bn of component k ie,po
deslgnel. &ocing showrs4 for'Welol suppod. of MWId6ol web members onry. Adtlabnal,nmpwory braobg 10.bs
iespondblMy of IM ejector. Addtlbnol petmonen, Mochg of ,he' ovMob[fn,clore k the iesppmblWy of lhe'boP
�eoolakg bDncolbn, auoNr eonllol. {IpagO, de Very:.,solbn a" b,oc", c.,vd Q$T-0 0vo14y Mand.id; DF1
u..u.m....6..ifsreekle Oieommw:4dlbnavehbM 6om Trutt Glare kmMvle. 583 D-Ononb Dove. Modkon. WI
virding component to be
uYtling dmlgner l hvu
during condiuCtbnrtok rM1e
et, For general gvsdonce
5f»etllec,lon. e,� 11,11.91
M iTe ke
Job ,
I
Truss Type
City
Ply
EL C
VS2SI
VALLEY
1
1
CENTEX 2546 ELC 5615724
Eagle Industries,. INDPLS.
3.3T s Feb14 1997 MITek Industries, Inc, Wed May 28 11122:20 1997 Page 1
t 3S6
61613
I
}S6 3 S7
4A
2
2x4 �, 2x4 it - 2x4 0
sta�3
...
LOADING lost)
SPACING
2-0-0
CSI
.-�
bEFL (in) (roc) Utles
. -
PLATES GRIP
TCLL 20.0
'Plate; Increase
1.15
TC 0.00
Ved(LL) 0.00 / ^^
M20(206a) '194/162
TCDL 10.0
,Lumber Increase
1.15
BC 0.00
Vee(1L) 0.00 / -
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) 0.00 Ida
BCDL 10.0
Code
UBC-94
Min Length /LL deg 360
Weight'28 Qbs)
LUMBER
BRACING
'
CHORD 2 X 4 SYP No.2
TOP CHORD' Sheathed
f CHORD 2 X 4 SYP Ne,2
BOT CHORD, Rigid ceiling directly applied, or 14:5-4-1, 3.4:6-0.0 on center bracing.
'OTHERS 2.X4SYPNo,3
FORCES
NOTES
1) Gable requires continuous badom chord bearing.
2) Studs to be fastened with 2x4"M20 plates.
LOAD CASE(S) Standard
r
2Q5/2
TATq
®WARMNO - Ver(jg de rtgn ps rametexe and READ NOTES ON THIS AND RE VERSE SDM BEFORE VSE.
benign volid ro, une onfy wan Miles ccnnecton. the design h,t oted only. upon pmomelert drown, Ord Is Id an Ind Nldinl bvlding component to De N
Installed end. boded' vertically. Applleablay of design PofameleR and pope, heorporaliori dt componenl Is iespondbally of building denlone, - not
deslgnm siccing shown Is for Metal support of Frdwiduol was, membat oray, Addabndl Iempoiary Wooing to hwro ilebaay su Ytg condmclbn s the
ronponslbally of the ere,cld. Addabnbl permonehl bracing gl the everol'tbactme le therelpM-IbtayVing ohe bvbdenbnel. For Oanawl gaponce
,egordaW bbi"lien. QVOIIy conboz dwage, delvery. Neclbo and tooce" domus OA--0O OwIRy voMbr4; Ofi ee Imerog $P Incotion, end HIL.01 A ®
HOndllne Iviglllrq oM IrscIn,, IetommeMolbn avolobb,from truss acts Int111ute,643 D'Olwnb Olve, Mo~n. Wt53719. � iTek