HomeMy WebLinkAboutTRUSS SPECS - 06-00155 - 1270 S 2nd E - Additionr
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$1,72AOO
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a
AG
Al
IN
24.0 6-7-11
0 PM
441
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0
41
5 1 1
* 100
IMP
4 t .4 Li�__�
■
1-8-3 1- 27-0-5
5•h3
MY
5*7011 NO
$o61Ba 1 $9.7
!hpcMU)M Q1.qQ
T LL 35.0
(nil (it rb vwvvW-NW100)
'ML 8.0
8cLL 04
TOP OBD
ROT CHORD
Wass
1
ACING
Plans 1n 1.16
LwnbW Ips o 1415
Poop 9"M 1-ner
Cmde IRM
cm
To POOR
Be0*
WIS 0441
pa)
F 1 GNP 1,
2FISNFI`
*EI. SPF ftdtStd
g 4 18Mj. 1 6 OF A '1 OF 0
RfACTOG Mrje) lor-1640-6-8.
"oral$ cm
Ma UP11111 elm-pl(Id cue 7)112:!1- 1 la ad cam )
Max &wl 6=1 040(lvad CaM 4 1 Mavi INWOad 0490
0M
in
Vd
'w9LL
4,42 14- 1
0026
240
Verb%)
4X7S 13-14
zF1
1
Komaw
.0 1 a
nm
wa
o�
M--
Ll �Mk
WotghV. 206 1b
.W
wilp
1971144
al wwd Sheaming d1reWyapplIed or -11.1 Is m
enapt d vwUr
F591d cNI aped or 10-0.0 00 bMcft,
I Flow at MkV 3_1 elt 9- 1
MFIM Qb .9 MSM comprMlortim"IMUM Tcrmicm
TOP CHOM 1-2eW 65, =111 f?Gt E- 1 4j243j 4 41 1 U 5� 5-8*w3-P - 1 M'7-8=41 1 CV1
7ini 1
�F' SIR -1 n,
315
Wind! ASCE 4 MMph; v! : T ,aPM; 8CDLw4p8Wj C40pfy 11 Exp ; ; MWFRS hyWr torts, UmW
1 *13 pC 6p DOLP 1 032 .
T LIL! ASCE 7 ; M t0 molF r ; Shaltorod
4jj Inw)
s"wloads boaft ounswa.r for I,% dafena
This Vws has been W&I 1 min r
niap4mmiTant w1M what 11ye Imo.
5 Tma wuss Me been 1 V ■0 1boopm cAcd Ow low no=nourmni whh juw Mw We lam#
u s p r 0 ins o" � T Court who this Is O X01 a
MeAdrig at I �1 IM gWn- value UW� P I 1 anger �arlIitir should
jw nkW n ft o of t Waving 'Cape* of blmrft auft". I 11 d 186 lbop6ftat
1
iim jyvw4 tit doail'oned in acmdance WAIN th e 2003 I ntamational R991deng al Code wat!an t R509. 11. 1 Rnd ROM i 0 2 and raferm 00d
Mdard ANSVM1 1,
LOV GA�j $Wdard
8
MRYq 112006 : 1PM
a]
a
Ovi ''ter#lam
wul 111-1 i
8-711
I
++ d
0
P. /5
, In"&- MM Mw 01 12S725 Raw f;mw i
3
A 12
CLL MID
§g DL 8,Q
84;12
20046
PaInomase As
mor I m 1.16
Rep Stmss Inor NO
socia I
OF 19wF 1 476
12 X 6 OF Nu -9
4 8PF
4 GPF 1 860F I Mt W1 2 X 8 DF Noll, W1 2 X 6 DrF Nc,2
RIEA"ONS O2b 100, 1e30/-5-6
Max M om 16� 1 261 Gad cme 7)
Max Upliftl WELd One , 1(ad
1 1643 04 Ocadso v 1 2=8 W0 ma 3)
DOL
in floc
IId6TI
LJd
vslttt.I.i
*Bag 12-1
109
240
Vart{Ti4
4.W13-1+1
}Toy
180
#iotz('T€.)
0.90 18
nia
nla
DRACM
P "moo
5312
eaf 478 lb
aFdp
1971144
struchni wood sMwng dhady appW or G-0-0 cc purNnal MW
and wer0caft.
Rigid c0i'lln dimly amfled of 1 bra&go
1 Row at Mwt $1it 9-12
- Maxim um Compress lawMaid m um Tamam
TOP CHORD 1-o2wV1 6S, -3" k 3 -4m-01 11 X 54, "="5V4' - -7 SW % 74=402SW3w
114=41 457/461 * 9.1 27311 19, 111;11= 1 1 -001 1291-s1 Ito -92911266
TCHOM 15-1 d ,1- 1 ffil4,,1 1m-1 154) 12P1 3=
WEBS &J5=0435, 5,.15E-83901 1 -136;039'. Or 1 4=47516740, 7-14w- 1 4/=, 7-1 3=4WMS, 9-1 nwe
3-16a"539842419-12=-6329"
Mal
1) Repty Itunacftd togetbef vAth 0, 13 VOM f & 11o;
13ftcftrft OW its MOM: 2 K 6 - rMs at mg e
WGIN c6nnwMW as fat+ R X 4 d' I row at -0 cc,,
All INds RM consWered OqUally apphO all p1 j c% 10 t If now as fial aor ( fag In J1 LOAD CASE(SI swloqp Ply
Ply *a wdons a n provIdied to d1swbutoloads noWd in n or ( uMm whams Indt ,
2) Wind: A 9ftohj h=25t, T 4- $pit: 130 D W-6W.:cry 11: Emp Q, mad; MWFAS MWcw zone, Lu Mb or
1. S3 plab grip DOL=1 X33.
ToLL4 ; P ".5.0 per (fiat mut snmN);
1 Unbalancod snow toads have bw Waite r t1ft *monk
.) Thin ft= has bw deftrpd ftw g rWr of min nW [We IMW of 18.10 pst or 2.00 torr w flat md:w of 35.0 pef on oveongs
WM athar I is.
) Thin Vas has bmn daolpmd for a 19,0 pV boom coordIia Icad namncwmM wM arty atha Ihm kaft.
8) Th 15 JrWa re RUI Me P10" jn&PGCV0rjr Int Om ToM Cap nt liethed when iia ftma is th=n 1w qU314y itib
S-) OWng mt 06qg)Igo I eld parWlel ANSYTPI 1 mg.4 to gMfi Xmitta. BuIlding dealgnar should Yodfy
=naclvf of bmmv abet
1 onrWion (by MGM) of truss to bviOng Wil' OpUft of wftto W Ing = 0 th UpM" I G and 328 lb upfift
at joint 1..
IflThIstru"Jaidasionadir1w n0wi1h ft M 1n a Ass -mal Code Fiona F15GRA1 A anO R800.1 0.2 and
rek"nW mndard ANSVTF4 1,
12) G irdw " rrics Pe -hl, sw(4): &4.0 "a 0%0.00 to 3RO&O%90n," aIMN&M
r` f
a.
1 .6 2006 31 Wpm
400 [ Ti l
E
4115
F -IKAI
May 01 I "'30 2m Pwc I
-0
5-7-11
fi a I ,!
*
LUMBER
TOP CHORD a x a OF I 950F 1.7E
SOT CHORD 2 X 4 SPF I 6SW I AS
P F
ALM("SC) I ml 6430Z PA Rm 1 54305*
Max Ham 149(l149(lood case )
max upliftl =W1 0 e )x - 3)
Maxv I s 1 M(Icad case 9)
I 1
3
8-04
om
I (100)
Vdd
(Roof X3 ,0)
des Imam 1.1s
TC G.33
TGOL 94
Lump Inae 1 AS
ac 0 99
-1.1810,11
X97
10
Ma(TL)
Cade 1P1
oft)
LUMBER
TOP CHORD a x a OF I 950F 1.7E
SOT CHORD 2 X 4 SPF I 6SW I AS
P F
ALM("SC) I ml 6430Z PA Rm 1 54305*
Max Ham 149(l149(lood case )
max upliftl =W1 0 e )x - 3)
Maxv I s 1 M(Icad case 9)
I 1
3
8-04
om
I (100)
Vdd
Lid
rqUy
to lS11
I
940
' rl(Th)
-1.1810,11
X97
10
Ma(TL)
1.0 9
s'
ft
Is
Top m RD
CHORDBOT
PLA
T CLQ
9ml. 174 1b
Fiigd coilirig dimfiy afd cw 2-2-0 m bracing.
FMI - Mavftm Campmuicri/MmAmmTons
TOP HMD 1- =■ ? r -3w%6791r.11,6m-40WI 89, 6MA# G- -- 911, 7oa/1 lid,
m,-�5 d
CRORD 1 1*1w*&5133, 1 111941210, i0o`1 loorl 13154111, Sol X259/5133
WEBS Rip 19 =0$561 *-I Rmal1 RMO 4iml I =* 1 SN } -11 vs -18136113, -F11=w1 RGUS7. -1 w-11 SM69i 8-1 0 1
NOTES
1 MM: AWE 7481 slamph; 6v # psf' B0M -1Wp CM0-- Exp C11 eftostatel MWFRSInter zone; Umbef
D �jw1 38 p1m V 1 .33.
2J TOLUASCE* * X35.0 pf, pia fin )* Exp 0.4, h d
gnaw loaft ban bmn co rlta far th IG destne
4 TwImea
has bem desigmd for a10A ord I1 any � t a ]
plats � �" Caun`t Mesad wh" lhls trisa ift cNam for quality assume I Wacftm
6) Bandrog at JoInt(gl 116 9 cmeldwopamild 1n grWa vVvQ vaingANSI 1 m*c v W& fomnuI&131AIng dWgner hu
c4pnity Of bwmg muco.
Pradda m"Am IcW commViDn (by cel of Was a beaTtm plMs capatilsM 103 1b VpVft at joint 1 and 103 1b mpffl at
nt ,
ql:,s
9) tm ft,deftrod In amrdance with, Me MW 1mWnm#onW Coda ma*X02.1 1 4 iml A110V 0--9 and referees
sOM ANS VTP1 I ,
LOW OAKS) $inndaRf
atop
197/144
IN
P--
MHY. 1.eOUB 3'-w ]a I PM NO.
LOAP Swndard
1) s rinc�1 w 1 1 FWD mage= i Y i!
Ung Low Yxt
2-0u* 1 *-wg0), Sol =*I Fa v 10 w 1 mw8 81 14v 1 Gwr I So I Rm1 1
r
f
I
Jab Truss Tr � Type
Qty Ply
JABS FfOWE
– --- —� --Job Reference._(Optional)
STOCK COMPONENTS -IF, Idaho fialls-, ID 834x3, Eric 6.200 s Feb 71 2005 Mitek Industries, Inc. Wed Mar 29 09:07:DU 2006 Page I
I
I
.2-0-0
PARR
7-8-0 7-8-0 -10-0 -0-0
6X8
6.0.0 F1 2-- Scale = 1:71-05
6x8
EO
.�A U- 13 12 11' 10 4x8=
-10.0
3x6
- _ 7-8-
Plate Offsets ,Y - -40.3-1210-2-019 [8:0-31hE
�
LOAD INp f) ,
4x12
TCLL
35.0 �
Z)rHLirvV
1-o,0
CSS
DEFL
(Roof
Snow=35.0)
Plates Increase
1.15
TC 0.25
Vert(LL)
TGDL
8,0
Umber Increase
1.15
BC 0.23
Vert(TL)
ROLL
0,0
Rep
Stress Incr
YES �
1N13. 0.14
Horz(TL)
BCDL _ 8.0 monde IRG20031TP12(}02(Matrix)
24-2-0
3x6 11
33-0-0
7-8-0 -10-0
in Ooc) Ildefi Lld
-0.08 12 y999 240
-0.13 12-13 X999 180
0.06 8 nla n!a
LUMBER BRACING
TOP CHORD 2 X 8 DF 195OF 1.7E TOP CHORD
ESOT CHORD 2 X 8 DF 195OF 1.7E
,EBS 2 X 8 DF 195OF 1.7E BOTCHORD
WEBS
REACTIONS (Ib/size) =186310- - � 8=1863/0-6.8
Max Hort =1(lad case 7)
Max l..iplif =-1 Ioad case , =-1 Io d case 8)
Max ra ^ load case ), = load case 3)
PLATES
MT20
C>
GRIP
2201195
''eight: 300 Ib Y q appr-ay.
Structural wood sheathing directly applied or 5-9-6
purlins.
Frigid ceiling directly applied or 10-0-0 oc bracing.
I Row at m ici t 3-12Y -1
FORCES 1b) - Maximum urn ompr i n/Ma imum Tension
TOP CHORD 1-2=01145, 2-3=-3217/155,3-4=-2000/13394-5=-1851116275-6=-1851/1627
200011335
7-8=-3217/156, -9=01145
BOTCHORD 2 -13= -13012631112 -13=-130/2631711-12=-25/2631310-11=-25/2631)8-10=-2512631
WEBS 3-13=0/3095 5-12=-1 9/10023 7-1 =0/309, 3-12=-1 348/1 7-12=-1 348,1150
MOTES
1)Wind.- ASCE 7,98; mph- h= ft; T DL= . p f; [ L=4. p f; Cats 11. E . and l
a • MWFRS
inr r z rta 5 Lu b r L=1.33 plate grip DOL
2) TOLL: ASCE 7-; Pf=35.0 pf (flat roof snow); E ` Fully Exp.
3) Unbalanced n loads have been considered for this design.
4This true has been designed for greater of min roof Ilive load of 18.0 f or 2.00 times flat roof load of 35.0
p f on overhangs non -concurrent with other live loads,
5) This truss has been designed for a 10.0- p f bottom chord live load nonconcurrent with any other I ive
loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality
assurance inspection.
7) Provide mechanical connection (by others) of true to bearing late able fwithstanding
p �1lig uplift at
joint 2 and 193 lb uplift - t Joint .
8) This true is designed in accordance with the 2003 International Residential Code
sections R502.1'I.'1 and
F.1.2 and referenced standard ALIBI/TPI 1.
LOAD GASE(S) Standard