HomeMy WebLinkAboutTRUSS - 05-00313 - 1113 Golden Willow Cir - Garagec—kUC,
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8TOCK COMPONENTS -11F, IdQ l�F� I Imo, i D 83Q3, JFR00
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LT
-26-9-14
t-0
m
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6.2-2
4KO
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Wed Aug 24 05x4;03 2005 Page 1
5-9-'14
-+-0
Sm _ 1:0.7
Male
LI N ()
TOLL 35,0
(Roof Snow= s a
T DL 8.0
BOLL 010
DL 8.0
LUMBER
TOP HCS
1;0T CHCRD
En
Y T F -2-
6-9-14
SPACING 200:
plater. lmaso 11 1 1
L wftr Increase 1, I
Rap stross Incr YES
Code I0PMOZ
4 SPF 1 65OF 1.5 E
X 4- SPF tWd/Std
�Iere 4
1 -O,
-pp-
64.
-0y 0
Ed 9014
csa
DER
in
(Ice)
lrdafi
Lid
PLATES GRIP
TG 0.80
ilert(l.li
m0-15
A
�rs.9 9
24-D
Mi"20 1971144
BC 0.53
Ver(TL)
-0427
9.10
X999
18D
M1120 4971144
WB 0.46
Hom(TL)
010
6
n!a
Ma
(matft)
Weight: 94 10
REACTIONS
Y Hw_load so 7)
MSX pMi 2:;-1 1(Ionil easy 7), mm 171(load case 6)
Max Gray 2= 1 841 (l oad case , 6=1 841 (JoLqdcase 3)
BRACING
TOP CHORD StrUctUralwod sheath -Ing d1rectly applia or 3-2-10 cc pwdfn!&.
BOT CHORD Ftlgld ce I l Ing directly pf[d or -0 mD oc bran.
WEBS I Rcw at rrldpt S-91
FORCES 0.) v- Meximurm C0mPmssion/lV1QX1rnwmTension
TOP CHORD 1- ^O.fl l , - ll , - =-1775/1 1 t 4-5u-1775/1 1- ,;, 1 - �0
807 CHS r
EBS 3-1 O,0/44-P"`L-/70/41 =-1211/10 1 5- 1211/105
TE
1 Ind Ei 7.98; mph* � w T �L� -Spee B DL= .bps , tngar" ff# ; enclosed' F .
_ � � �� ��r+n�� Lurn�r
00L -1.3a plate qr1p FOL,=1,33*
CLL: ASCE 7-98-4, F1fn 6.0 s f (fi g roof snow); Exp Fulfy Exp,
Unbalanced snow loads have been considered for this Os'04
4) This tws has been designed for orester of min mof 11YO 102d Of 19,0 paf or 2,00 timps flat roof
non -concurrent with other live cones. ���� ,� ��� �� ��� �
This has been Oeslqneo for a 10.0 p f bottom chord ]care �0 .d ncn Mcurr nt with a� the Ia
6) All plates are I IT l�' unless otherwise it is ,e 1 ,
7 Provide h r i to nnLnton (by oth a ) of truss tin beGrig PI orisbin ith to nil I 1 �
t joint 1p�lljoint 1 lb uplift
9) Thin truer is dosigrod in accordance f!h the 2003 Int rn tlon f Residential Code sere ti
mniod standard ARCS ITPI 1 .�'l 1r d 1 1� d
1AAD CASE(S) Standard
11
TM
r�
RUG. 24. 2005 10: OJAM
Job
STOCK COV PO E
91
.=•
0
2-0-0
T Trum m Typ e
AIG HOVVE
3.0.0
13-0-0
4
Qty
. 132,.:
PIS F -X -/J EH 1LU8-o (EJ(I D
job Ret kl;e
t Feb 11 0C ITa IrdwO OSS In n: -
G -0-0
P''1 8 2005 Page I
W141541
2m-0-0
A
LOA13I (psfl
TOLL 35,0
(Roof Smawn-36.0
"COL a.0
SLL 0,
SCOL 8,0
WMBER
TOP CHORD
T H 1 D
07HERS
(::OW -5
14:0 -2.,Ep
SPACING 2-04 Cal
FAQs Increase 1.15 TC 0.61
Lumber f mmase 1.15 SC 0.27
Rep Stress I n er YES IVV5 0113
Code I0fT10 Wrafrix)
4 SPF1 F15F-
X 4 SPF 155OF 1,5E
X 4 SPFStud/Std
DEFL
In
(laC)
#ldefl
E.Id
Vert{L
1 8
9 5
nlr
1 24
Vert(TL�
X1.1 4
15
nlr
90
Horz(TL)
0.00
14
n/a
nl;q
BRACING
TOP CHORD
SOT CHORD
PSE
alb ft,104 Ib
GRIP
1 97/1 44
Structural wood sheathing dlra tl pii-gid or 64-0 0c purlins -
Rig i Id ceiling di rectly applied or 10-0-0 ac bracing
REACTIONS (lb/Mze)
W2-.U.01 ! l -9126,0,0, 0= 0 -0-0; 19=20512-6-04, 18_ 0 126-0-0R1 X209/26-0-
Max HOrz 2=8600ad case 7)
Max Up4=-I 00 (Joad case 7)r 14m. -I I I S �� �-
)� 10md case v -- job CUe 7 ,
25=47fload case )f —111(IoCf M 4 �- (10 Cf ease ), 19=- load Casa 8 18 - 5
17--47(lcad case r I z-11 109 a l0 �'
Max Grav2m683008d cose )r 14w 8 0ad case ), 21 � 1 jaad case 1)o 22=31 0
24m294(163d Case 2)T 5-509(Ion QGG )� = (io b cigsa , 20'310 [ (J cage 19=297003d
a 18;--2940ad case S)t 17W-305(load case ), 1 6=280fload case 3)
FORCES (10) m Maximum C0rnPM!9s!0r1/Mi&x1mcjrr T n I'ion
TOP H 1, ;wO/11 , m3 � r109147, - =m66/ ,, 4m --t * , m /8.6, 0.7m.641106, 7--8=.ae/J2oF 8-99;06811 16.r_
�
1 MM*1 , 1 =-1l 13-140.--109147,14-15=011 1
B L R 2-26=0/79, 5-=0179,-=P 23a24=0173, I■t w22=0179 ,21 jr+ . ,=-
17P.18=0/790 16-1 r 14-16!017-9
F
E S 8-21 � =:;W1 60/0} - -m- 7A / p 4 =;267/47, - - 6 - —
, 11-159;-267/4 71 12- 1 -�46 0/54 o I -s 16 =-25)1/50
NOTES
1 Tni s dGsignsd for wind load 5 In the plane the truss ONy. For studs exposed to i "Stendard
Gable End � ff�, r� r l t f � �T
TOLL; ASCE 7.98; 8; Pf,'3. P (fat of snow); ap C: Fully r=xp.
l nQed snow folds have been nOnsiderad for t ip begign,
4) This VUSS h;23 been designed fOf greater of min mof live loodof I S, 0 Psf Or 2 , 00 limes fliat roc� lozd of 35. 0 Psf on overhangs
mn-con current h Other1ifoal's,
Thi t h0s been d esigned for a
&10, 0 psf b0tt0rn ch Ord f 1 a load non co
rurret with any other live load,Cl platesare I. T O U11PS� Q&hG ase
ind I eated
7) ,2h1L3q bra® conflnuoug battom chord bs2r�ng,
9) Nvido maeh�mienj (by othe
& rsl of truss tO hea-ri n 9 P�Qle cal PP We e w1thstig nd I ng 100 1� mplift at 101 10 int 14t 27 1� W P ul lft at JoInt , tri I b L Pl at joint , 14 u iiiPt rt �11� I � uplift t j.
nt � l b ��I ift joint 0� I b Cpl iat joint I r 1kul #t t 'onift
10) his truss 's dosipn d in �Iluccrdanoe with the 2003 intern -a lonFl ReMdential
WerCon e , i� l 1
s�
AUGm 24. 2025 10: a
Job Truss -
1047E6 A
russ4 I
STOCK O 1P E T*IF, Id no Polls, -10-83401, F D
LOAD CME{S) Standard
0
QtY
12
NO. 132
PlyEX1dF-M 1 L 5*J241(1D)R-
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112006 MITek Indusffles, Nn C F VV e d Arg 24 0 '44: 16 2005 Pide 2
Sale5puscn: R*in p elftsill
BID GOOD FOR 30 DAYS
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