HomeMy WebLinkAboutTRUSS SPECS (2) - 04-00168 - 322 & 326 Eagle Summit St - New Twinhomei
I
7
s
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r"%.& A n rte`,. 1. j r-, ,k r --?- --, 1
i
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4x4
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I Job fenan o tion f).
3.'QC S M `003 MiTk lndust�es, Inc. We,d r, 1 05.'59:40 2003 P-aia
k..
-a-
I
4A � ri
1-0-0
Scare
Q
z4
7-0-0 0s0
�+..� ,. f �' i� E • ate,. ir�'ti.,a�-"�'� Ij„ I
r �
LOAUNG (Ps -0
T. SPACING --
ADL Lumber Increase 1.15
Rep Stress In r Yes
BCDL 3.0 erode IRC2000/ANS195
12-110-8 1 —.
I—
DEFL
in
f I.a)1/d
D11Tj!h n4- ri,tr, I %r in.IrY ff .I
L``d
direaly
applied o
�+..� ,. f �' i� E • ate,. ir�'ti.,a�-"�'� Ij„ I
r �
LOAUNG (Ps -0
T. SPACING --
ADL Lumber Increase 1.15
Rep Stress In r Yes
BCDL 3.0 erode IRC2000/ANS195
12-110-8 1 —.
I—
LUMBER
TOP, CHORD 2 X 4 SPF j',,1o.2 -E r
T2 2 X 4 SIF 21 OOF 1,8E, 72 2 X 4 SPF 21 OOF i -BE
80T C.HORD 2 X 4 SPF .:
WEB X 4 SPFtru / t'ld
REACTIONS I b/I a= /Me&201_J, 6=69911vlecLhanilcal
Max Horz I =- 0 O(j o d Ca Se
Maxi i ft1 C=-40 (0 70 a 13=-4000ad }ase )
Max r v 10y -4 0` ad case
BRACING
TOP CHORD
T CHORD
fFORCES 1I _ First Lead Case n [y
TOP CH � 4 j =_17 � - - ,2-3=-1054, =.l 054 4-�
__WrrC�y]] -
}� Is 1. V--.
B OR �-1 =�� ,37
' ��85, 7..8=785, -7778
''''rj -1 o: -1 0'19, - -��-�� 4t --- —1' , 3- � {, -- =13731 4-1 -1 4, 4-6 ,-101
7
4x4
PL'kTES GRIP
jM 1120 1971144
Weight: 56 1ba
h aThed or
DEFL
in
f I.a)1/d
eft
L``d
direaly
applied o
- �oc
r .
r
F3 C 10_-- 2
1 �(I_ L
-0-15
-
9
'r 0
\NB .3
H�o ^rl-
0,04
LUMBER
TOP, CHORD 2 X 4 SPF j',,1o.2 -E r
T2 2 X 4 SIF 21 OOF 1,8E, 72 2 X 4 SPF 21 OOF i -BE
80T C.HORD 2 X 4 SPF .:
WEB X 4 SPFtru / t'ld
REACTIONS I b/I a= /Me&201_J, 6=69911vlecLhanilcal
Max Horz I =- 0 O(j o d Ca Se
Maxi i ft1 C=-40 (0 70 a 13=-4000ad }ase )
Max r v 10y -4 0` ad case
BRACING
TOP CHORD
T CHORD
fFORCES 1I _ First Lead Case n [y
TOP CH � 4 j =_17 � - - ,2-3=-1054, =.l 054 4-�
__WrrC�y]] -
}� Is 1. V--.
B OR �-1 =�� ,37
' ��85, 7..8=785, -7778
''''rj -1 o: -1 0'19, - -��-�� 4t --- —1' , 3- � {, -- =13731 4-1 -1 4, 4-6 ,-101
7
4x4
PL'kTES GRIP
jM 1120 1971144
Weight: 56 1ba
h aThed or
4-7-10
cc purlins,
except
end vrT,! .--- I
Rigid ceiling
direaly
applied o
- �oc
r .
NOTE
1) Wind, . E 7-98-, r,ph; h=25ft: Tj CIL=4.I p t 0L� . p r Cate or il; � � I � .: �
_ = i - p� red, CWF; R 'Mte or zone;L Umber
_ate r- DOL -1 ..
1 T� LASCE -- 8a -�-35.0 P f (roof snow,: _xp Fuill Exp.
nbafa ced snow loads have been consic r � f'or ��� � I r�-
PrQ ' adequate drainage to prevent water ponding.
h607_1 of
Th truss gas begin designedfor 1 . D f bottom chord live Ioad ��cn on urr ,9t � � p
er 'able I
Refer lo it r�) Tor tnito trliss Connections.
7) Provide ch�I 1 J Connection ( ethers) f ri to e2 n pI�4e pad , � I1h,5tand I` 4 'b u�'lif t i
fir+ p l d A it) Upfift at
LOAD E )-and-cl
r
Joh
i Truss Tress x
F2977 "'OF TRU S 3
°
STOCKPOINIE T .-F, c ahc 'Fags, ID 83"j-03, .Dan
1.5x4 11
1
--0
3-0-19
7.
3,00[ z
"0
U
IG SA 'LE WOOD 1 (1 0)
1 1 11
L Job ReferenSe o na j
. L O S May 30 2003 MiT el Industries, Inc.c4 15 05,59:41 20C3
Page 1
I
4x8 —
4
I�
4A 5X;
7
Scale = 1=24.8
4x4
-1- -10- 3-10-8 -1-8
Plate CffsetsMy)- .2.-13-3-0.0-2-41 7
-
LI
f
SPACING
TCU
c[nCr
.
r
et(LL'
°
I
�
I
240
TOOL
.0 !
I I ar.-p� r
I �, , f -i
I
g.
Vert( T L
-0.08
180
E3CLt%_
i
Rep �` s inc,-
YES
a
f�
I
1.5x4 11
1
--0
3-0-19
7.
3,00[ z
"0
U
IG SA 'LE WOOD 1 (1 0)
1 1 11
L Job ReferenSe o na j
. L O S May 30 2003 MiT el Industries, Inc.c4 15 05,59:41 20C3
Page 1
I
4x8 —
4
I�
4A 5X;
7
Scale = 1=24.8
4x4
-1- -10- 3-10-8 -1-8
Plate CffsetsMy)- .2.-13-3-0.0-2-41 7
-
LI
f
SPACING
TCU
c[nCr
.
r
et(LL'
-0.05
240
TOOL
.0 !
I I ar.-p� r
I �, , f -i
,'
g.
Vert( T L
-0.08
180
E3CLt%_
i
Rep �` s inc,-
YES
WB 0.49
I H o r e
0.
- � o
LUMBER BPACING�
7 1P ;--I FS SPF o_ _7r -:ORD
BOT CHORD 4 PF T CHORD
PLATES
X11120
Weight: 58 lb
hieathed or 4 - 91- 13 oc puriins, exce pt e: hd ;rem}cats,
Rigid cei lingd i reckly applied or 10-0-0 ra in ,
b
REACTIONS (]h/size) 1 0=Qj1har�i.�1 =hri
Max :--dorz 1 0=670oad case
Max
11 - = P' 1� d case 7), 43002d case
Max Graffi 1 = 1 (1oaad Case ), 8= 1 (fo d case
FORCES 0b) - First Load Case Only
CHCRID 1-10=-1233 1- =0,- =-1 ��, -4_-1 0541 4-5=-0, _0'= 123
-
B T CIHORD 9-10=115,L, 8-9=1 1831F 7-8=1 183, -7=1151
' `EBS --1 0=-1 } 2-9--320, 2-8=-2431 -3=821 } _.� , 4-7=-320 -6--1 7
x
NOTES
1 Wind, ASCE - mph; hL- a 1 L;--4. ps-f, 0L= .8p a; %Cats ory cio ;MV a
mber
L=1 .33 plate gip DOL=1 ,.
CLL; ASCE 7-98; Pf=35.0 p f (roof snow)' Exp ; Fully E.xp,
Unbalanced snow loads have been considered for fts design,
P my 1-2c equate drainage to prevent water ponding.
i h I itru has been designed for a 10. D T" bottom chord 1 i ~ ir� load on urr nt wilh any ad -.e r illve I oath per Ta b ie 1 7 _ # of
IBC -e.
r
efer �'_o i rd erf ) for !Tu ss ti o truss c ohne ti oris.
Provide mechanical connection �by others) 0i truss to beanng late capable of ;N-1thstandi11 uplift 1 ! .y, - ;
ft at
joint S.b,'��
LOAD )tori car
IP
197/11
Job
1F2-977
Truss
t 4
nuss Type
R00F TRUSS
'-'-CCK COMPONENTS -1F, V-Iho Falls T
a.00 f1
9
Job Referantnnfinnnl�
-_. _—'F
5.1 00 S Mav 30 2003 Mi"Fek Industries, Inc. Wed Oct 15 05.5-49:411 � � � � I
���. -+-
_.
--5
4x4
k]
-
1 - �
C,
3X� 5X5
3X4 =
7-0-0 8-10-8
te
r 2.4" r{�G�+7�-��iaOff-sets a-.-,--17 ,.--, ]
P s '
ALL 3 5 _ 0 Piatesincrease 1.1
T DL 3.0 Lumber Increase 11.1
LL 0.0 Rep Stress Ir YES
E3CDL 8.13 I Code 10/ANS 195
TOP CIHORD 2 X 4 PF No,
BOT CHORD 2 X 4 SPF No.
A SPF Stud/Std
14-0-0
Cie � 1:24A,
REAMI (11b/ li e) I= ,919/'1 edhan1 l-, =699/ [-0ha ` ical
Max Hor-? 1, 0lil!ad case
MaX Plift! =4 (lca case ), = - 911oacd case 6)
Max Grav 10 81 Eo d case ), 6=81 (load case )
8RACING
T 1- � 0 R D Sheathed or- r7-1 oc pu rf in , except end v rt-Ical ,
E30T CHORD F-Zigid Ing directly applied or 10-0-0 oc bracing.
(1b) - r i ,,t 1' old Case Only
TOP CHORD 1-1 =-209, 1-2=-O, 2-3=;- 1053, -1053, w05= -O, - =_209
E 0 Ti -1 -F1 =107, 8-9= 1 11, 3, 7-8= 111 t -7=1074
' _ =-1165, - =-299,2-8=-216, -3=9871 , __ - J -6= 163
NOTES
Wind: ASCE 7- ; moh, he ft; I �� � ; L=4,q' �, t c]or 11; Exp; � �1
r CJ0 interior zine; urn er
IDOL=1,33 plate grip L=1.334
2) T LL- ASCE 7-98; P#=35.0 psf ra f snow); - a Fu -11v
3) Unblalrnnced snow ioa(js have been considered for i s design.
i ard adequate ige to prevent wa L r panding.
This 'Lass ha s been a es igned for a 10. 0 p 1 bottom chord We a ad nonancurrent with any other live 1
DerIBC-00. L I able 1'607.1 of
Refer to g i rdr) for truss to buss connections.
Pio #d me ani ai nnecton (b others) f truss to bearing pla.' rapabla oT wi h tandin � l .� . 9 � uplift f
����� ��. � � �pd�� at joint �1 and ,,.. � b upGI a,
LOAD � ) Stanrdard
0.80
V e. rs: (L L
_0,06 8 >999
2AO197/ 1 44
13C 0.38
'`rl(TL)
-0,09 9- i 0 >999
180
'- B 0, 73
r- i r E L ;
0.03 6 ;VrVa
i 1l'a
i €7 lid
Weight: 61 It
REAMI (11b/ li e) I= ,919/'1 edhan1 l-, =699/ [-0ha ` ical
Max Hor-? 1, 0lil!ad case
MaX Plift! =4 (lca case ), = - 911oacd case 6)
Max Grav 10 81 Eo d case ), 6=81 (load case )
8RACING
T 1- � 0 R D Sheathed or- r7-1 oc pu rf in , except end v rt-Ical ,
E30T CHORD F-Zigid Ing directly applied or 10-0-0 oc bracing.
(1b) - r i ,,t 1' old Case Only
TOP CHORD 1-1 =-209, 1-2=-O, 2-3=;- 1053, -1053, w05= -O, - =_209
E 0 Ti -1 -F1 =107, 8-9= 1 11, 3, 7-8= 111 t -7=1074
' _ =-1165, - =-299,2-8=-216, -3=9871 , __ - J -6= 163
NOTES
Wind: ASCE 7- ; moh, he ft; I �� � ; L=4,q' �, t c]or 11; Exp; � �1
r CJ0 interior zine; urn er
IDOL=1,33 plate grip L=1.334
2) T LL- ASCE 7-98; P#=35.0 psf ra f snow); - a Fu -11v
3) Unblalrnnced snow ioa(js have been considered for i s design.
i ard adequate ige to prevent wa L r panding.
This 'Lass ha s been a es igned for a 10. 0 p 1 bottom chord We a ad nonancurrent with any other live 1
DerIBC-00. L I able 1'607.1 of
Refer to g i rdr) for truss to buss connections.
Pio #d me ani ai nnecton (b others) f truss to bearing pla.' rapabla oT wi h tandin � l .� . 9 � uplift f
����� ��. � � �pd�� at joint �1 and ,,.. � b upGI a,
LOAD � ) Stanrdard
�r
I
I
I
I
II
1
Jou Truss
Truss Type
D5 I ROOD i .USS
i
b
-
1
JX1 0
SPE T ...1, ldajio ;D 83403} Dan
4-w
2
9-39-7
l �I
R : 1
1 ' N
3XI 0
3
wi' w2 �
Wt W2 VVI
industries, in. Wed Oct, 1 hg_i.50v:4,2 2003 F1,4-31ge -11
14-0-0
--
60
3. c .8 1
c.8a 1;,163.
7
axa
2x4 I 4" O 1
4X8 _
-8-
9-3-7
1 - -
4-6-13
PIatooffsets Xx;�'+: 1�`.-a, 13- 1-121
e
LI 'pf --
1 a
TCLL . Plates tnerease_n O a) !/d Lid LATEGRIP
. TC w 0.4E L . �-
��T L .0 Lumber [increaseVert(TL) e 0.91 -0.1 6-7 >%9
180
BOLL 0.0 Rep Stress inr WS 0.90 Herm -rL
BCD i Code 1C1 r�
I [
1 a��r�ff i
. sight. 1 `5 I
1
LUMBER BRACING
BOT CHORE) ;R' i g i d ce"I 1 rrg direcil y a p p i i ed or, 1, 0-J-0, 0 C � ra c in g
WEBS 2 X 4 SPF ,Lt Except
FZEAC71ONSI I O) 8=4 i echaniai, r-= 7!/Nedran3c 1
a Uplift8=4 case ), =- 11oa(i case )
FORCE (1b)'- - First Load Case Oni
MOH l - =- . , 1 � --5625 } 2.- `-5625, - = f 4-5=-
WEBS 1-f 64711, -7=-1 , +7=_�, 3463=31003, _5=-0471
NOTES
-ply }r car#ed soth er ori th O. 131 }' Naha as fol lows -
To P ch ords cors riected a s fcll owes: 2 X 4 - 1 row at ()-9-0 0 .
Botto chords connected s f flows- 2 X 6 - 2 rows at 0-7-0 o .
- , ; 9 mpASCE : h= 2.511; T L= . p f, 6 L _ � _ p t, i� to o 11; Exc) nd1as e ; 1W FR interior zone; Lurnb r
ID s_=1.3 -late grip D0L=1 �33,
4) Provide adequaie drainage to pr' -event water ponding.
5) This truss has etre designed for a 110 psi Dcttom chord 1 Ive load nonconc ur; :fit with any Odther Nve 1 0a O's per Table 160 -1 of
Refer to girder(s) for triss to tales connecl-]ons
_
Pr vide mechanical co + lion 'by of ar � of truss t e,-�Rrin late a � i Of 'Nith 1
at joint � � � ��r���n � �1 i� ��di�t �,� iardt �n� �- L I� o��i�
8) Girder parries -Je-in �i n T4s l: - - ' fro 0-0-0 - to 1 A-0-0
LOAD CASE(S) Standard
I `now: Lumber increase-- I . 1 , plate Incr ase- 1.
Uniform Loads if
-. 5-=-0605°x.2
J00
rl G1ZIL-
�V6 a Vpe
ROC -F TRUSS
_.
«JI r—d'V 1 -�.� a ;fano -ails, 0 I 03.-n
S.3g [ -a G
Y
5X8
9
z.
-o-. r
� 9
I
I I
21 I
.,Ji
lc eFr=re:)(02tionat)
5-100 S may 30 200kl iT l Ind Listri . ]P.C. e Oct 105:59--&-5�n.
I
K
r
DX -D ZZ
I
w
1 -n-n
-r\
14-0-0
a --.
1 '�.• j l a '.� 1, l I i. : - _ 10
; } - 2-:� f 1, I , , - -5-8,L-
• •-8 , L - _ - _ - - - � A '
Scale =; -:22.9,
LOADING (psf -- I
., r p � DEFL in (10C) aid � ?/
: L� � J �- PLATES GRIP
Lumber Increase 1.15 0.88 1971-144
Jnr NO VVF3.0
E3 CD L Odle L. /ANS 195 i m i ified Weight, 123 1b
LUMBER BRACING
e r
TCP
H� � tl ate? �I off' -4- 0 purlins.
T2 2 X 4 SPF Ne2 SOT CH ORID ` y ,
T � ORD X OF 4 F .; E .� I I l iii�g dire,. -LI ao ii dor E O- - bracing.
SPE X 4 P r_* 8 otx
WFE
Left. 2 X 6 CSF No -2., Ri i~ - 2 XF bio.
REAC-nONS(I +`s Sze � --6425/0-6-474=6425/0-6-4
Max -ori 1= lc)—d - 7)
k caMaxUPliftl=-605(load case 7' -d=-"'05(10@...d case -.
1 h rev 1 -6653 Ir 1.-d ease ); 4^155 (!cad -ase
FORCES (Cb) - First Load Case Only
P � � D 1-2=-8860,2-3=-7947i - =-886
SOT CHORD � 6=771 I r5-08=794744--5=4� J :1
-=0j -=-, -=4080
NOTES
"
���Special h-nger( ) or other connection vic (s shall b provided u u �rt n ntr�t�� 1b down -rd41.1 I'D !P -t -- ��.�rr.11b uP4- y � bo�t hor,. desionyseliection
or su is scecial conrle tir1r,
ri - I i hcl res Duni bi l i t of others,
t ,
De corrected together with 0.1 1 " Nails as r flows-
Top chords connected as follows; 2 X 4 - a fow at 0-9�0 cc.
Bottom chords Conrtmt ij as foll ' + 2 X 6 - 2 rows at -4- 0c.
Speci4arnr rher connection iir be providedg t° �~ rf
I .firt r
, �- - n�+ f -
esigniselection -of such special conr�ecton
device(s) is she responsibility 6f others.
) Wnd: E 7-8' 90MDhr h=Ir � `�=pI `
I
L=1,313 Pale 9 1-i Q D CD L � .313),
"'1 L x-98; Pf=35.0 p 1 (Iroof snow)- Exo� � �I
Q,
5 Provide adequate d'r.�in to re �F � � ��r o'njn�.
6) This truss ha!s bOen designed for a 10.0 psf bottom chord live. load nonconcLxrent with any otherlive loads per Table 1607.1 Of
7) Provide mech
at'joint 4- Gnical Connection (by othe,r,5) O'truss lo bearing Plate C20ai--'ie cf withstanding 605 11b uplift at joint I and 6W5 1b up[ijt
1�;ird r coarnles tie-inspan(s): 33-Q-io Tr rr; 0-0-0 to 1 tw5�-
"d C�4ff bend wick 4-8- -110 end set'Q0 ck
i
-Ih
Truss lype
ROOF c U
Qty
Ply
00 References (Omio_na�
.I i € L
Inc.
' m'
1 eci2l h na r' ) or other ohne pion device(s) snail b j ade u f'r i L
41.I Ib UD t 4-8-1 0 Dn h000m chord. TI , ,. int , UPP f concentrated 10 d() 258,21b down. �amd 41.1b u �' � r
n� tion f uq �ii -a ��,
LOAD f ) Standard
`j ) °rox Lumber Inca a^j . ,1 ��� lC�f� ° �I"
N • 110
Unfforr� 'Load Pff
Vertq 1-2=-86.9, =-4 . , L4--•86.0, 1- =- 1 L3� =®
i Job
Truss
Tmss Type
1
I
-291
I
1F TRUSS
I� ` I
G n l� I� I& .4 F -` k d r- x I T^
" 1 �.. , - '.. k-wivJf-'I.)I'1[--a`4 1 +2> -Ir} idano Falls} ju 83403, Dari
r,
6-9"0
i
ate Ply R I G G SF -A G W 0 0 D 10 r' (T
2 ....
I
%.Flob Referencevtona21%,I
,1 5 M;= 1.1 r l0 �.� t[�3 ,Wed Oct 15 05:59-+-44 2003 P
age
�1
3X6 5X5 —
3
--'? A .1 d
i
7-1; 1-4-0
LOADING (ps
TOLL.
TL 8.0
L 1
IDL 10
-
9-0
n 0 rl. .I n
rz- _m, -A e
SPACING
Plates Increase .15
Lumber Increase 1-15
Rep Stress Inc,IN 0
Code JRC20 - /A i9
LUMBER
TOP CHORD 4 PF 1 OF 1-8L `�=xC�DVv
T SPF N o.
E30T CHORE) 2 X 6 DIE: -
I rt � X SPF k td 3-10-13
I 6 � L.Wo'
-
REACTIONS I S 1 x-2488/Mecha icaf, 6=262610-5-8
MaxH, orz 1=-I 36(lcad case )
Maxlj p e; l 4 Ioad case 0) r 6=4�lcad case
1^ r
1 (load case P 6= 3134 (lead cage )
FORCES 0b) s First LDad Case n[v
BOT CHORD 1- i ' i
- . = 6 , 9-10=3151032., a = 03o
BRACING
TOP C ,'� 1. hthd or - purlins.
BOT CHORD Rigid ceiling directly plied or -10-0-0 c br2cirg.
NOTES
1) {pi++E ��anr( ) or other connection ') h I I '� rovi dut��L" � Ik c� � h l} /��}� � {� My }}q , r�� i
Yii+.�J# {..�qy,i. 16-5-0, �-L b'-1 a # L support Sl+,� 1.r+d43i IY3.44.i LN+� S I6L 1.�iT L�
II 1901.71h up 111
connection devtca(s), is the resporl,91,- -0 on bottom Chord. The design � rl� tion of Such da I
00ity 0" Other
-ply truss to d connected together wilh 11%06`1 Nails asf011ows.
Top chords cormect d as f6lows. 2 X 4 y I rc)%v at,C)-9-0 0c_
tt rrhrd I'lr: ,-* d 2 1"o#Io . 2 X - 2 rows at c) -q, -,j ;Dc-
Webs connected2S follows, - I row at 0-9-0 0C.
c caaI hanger(s) or other conne �lon do t shall �provided
. � t �' �, u ,i ent to support concentrated road 690.41b down and.
1 0* end 5 .alb down and 191 -71b p t Q-9- on t �
Onn tion device(s) i tete responsibility o others
he desiun/selectlarl of such special
fnO.- ASCE 7-96; gomph; Irl=
40 t T LS _ - = + Category �T
Xp nc!e d�J F . inter'or e:Lumb (DOL= plate L= 1 .33.
4 T9 LL: ASCE 7-
SE- t Pf= ,, � D f (ry p
is truss a been de is n for 1.0o tjrnes FI R r� r ,
13) an nor -cor ui rr nt -Nath other r ii e g ad ,
F vide adequate rai nage t Prevent water gond l rpa t
This truss h b n dues] n for a 10. 0 f bottom 1=
IBC- . eve load currentnonconwith any other live `cads per T b� t 607 -1 r
Refer to ird r( for truss to truss CGIlnections.
Provid eech nj caf connecti n (by others; of -trU t0 b@rir� p1we ��b1 withstanding r . �. ,
C1t joint �ttd: ii€Ir at �ird II
1 ) Girder can -l -es hip.end with 7-2-0 end setback
4A -q, -I,;
GRIP
1-07/144
DEFL
Phi
?/deal
PLATES
TC 0.87 o
' (LL)
-0-1 9-1-41
2.40 M11120
WE 0.01
Ha .(TL)
0.04 6
f -I 1
IM[Ai d) I
Weight:
REACTIONS I S 1 x-2488/Mecha icaf, 6=262610-5-8
MaxH, orz 1=-I 36(lcad case )
Maxlj p e; l 4 Ioad case 0) r 6=4�lcad case
1^ r
1 (load case P 6= 3134 (lead cage )
FORCES 0b) s First LDad Case n[v
BOT CHORD 1- i ' i
- . = 6 , 9-10=3151032., a = 03o
BRACING
TOP C ,'� 1. hthd or - purlins.
BOT CHORD Rigid ceiling directly plied or -10-0-0 c br2cirg.
NOTES
1) {pi++E ��anr( ) or other connection ') h I I '� rovi dut��L" � Ik c� � h l} /��}� � {� My }}q , r�� i
Yii+.�J# {..�qy,i. 16-5-0, �-L b'-1 a # L support Sl+,� 1.r+d43i IY3.44.i LN+� S I6L 1.�iT L�
II 1901.71h up 111
connection devtca(s), is the resporl,91,- -0 on bottom Chord. The design � rl� tion of Such da I
00ity 0" Other
-ply truss to d connected together wilh 11%06`1 Nails asf011ows.
Top chords cormect d as f6lows. 2 X 4 y I rc)%v at,C)-9-0 0c_
tt rrhrd I'lr: ,-* d 2 1"o#Io . 2 X - 2 rows at c) -q, -,j ;Dc-
Webs connected2S follows, - I row at 0-9-0 0C.
c caaI hanger(s) or other conne �lon do t shall �provided
. � t �' �, u ,i ent to support concentrated road 690.41b down and.
1 0* end 5 .alb down and 191 -71b p t Q-9- on t �
Onn tion device(s) i tete responsibility o others
he desiun/selectlarl of such special
fnO.- ASCE 7-96; gomph; Irl=
40 t T LS _ - = + Category �T
Xp nc!e d�J F . inter'or e:Lumb (DOL= plate L= 1 .33.
4 T9 LL: ASCE 7-
SE- t Pf= ,, � D f (ry p
is truss a been de is n for 1.0o tjrnes FI R r� r ,
13) an nor -cor ui rr nt -Nath other r ii e g ad ,
F vide adequate rai nage t Prevent water gond l rpa t
This truss h b n dues] n for a 10. 0 f bottom 1=
IBC- . eve load currentnonconwith any other live `cads per T b� t 607 -1 r
Refer to ird r( for truss to truss CGIlnections.
Provid eech nj caf connecti n (by others; of -trU t0 b@rir� p1we ��b1 withstanding r . �. ,
C1t joint �ttd: ii€Ir at �ird II
1 ) Girder can -l -es hip.end with 7-2-0 end setback
4A -q, -I,;
GRIP
1-07/144
EMS
77
I
I i jll:� �5
k niss i yp
ROOF I SUSS
0 P k-,JVIr tN I , t1 [- r Ica ,1 �@ 11 S i ID 33403, Dan
QtvPly
l
i
I
9 2.'
r
Job Referr.-ri
3. 1 May 2003 M Tek Ind; r.i ]e , Inc,
' t 0.15 ` 9: 0
OSS
11) Soecial hanger(s) or other connection d v1 () shallibeprovided s.0 it i nj to su.� o� concentrated I 6 � 6 � �-.
� 1��j �y_ �}''yI �I f'j. �J i��. �'�, des
'�`�f�T �j _ � r � ,��"' q � },f �.� �� ��..�..: a� ��r� ��� �_a� �� �� � �-�-�, ;-�� �+�.Idown
6. 191.71b uo at 0 -S� n batto 11 ' lord. T e des !Jr Y ti...�4�on of Le k k �i..jecja� o�4 C 41on i�I'ce..� � I ��
f� , the responsibility of others.
LOAD CAS E() Standard
1 Snow; r :ember lrre '1.1 ., Flare Inti a =1. 1
n1 loan Load lfj
Vert: 1-3=-86.0,3-5=43.0r =-86.0, 8-1 If =-I 8.3,3p
Concentrated L02 (1b)
T.ricc
uzss type
F2977 TRUSS
i
ROOF
l l I 1 -Pl , f 41 r— I C, 83403 Dan
1--
6-1
i
1
-5-4
-4X;5 Is
f f )
r 1I
I
Job ReferemX30 oral
5.100 S May 3 0 2003 M i Tfek Industries, Inc. '�'��' d Oct 15 05. 0-39:44 2003Page I I
U4 w
5
j
12
r1
1.5x4 11 54
k3 t, _4-81 3
1
F
r- t
P!2=tes Iricrease
Lu m be r a 5
Rep Stress tri.YES
Ccde Elm 0 01 NS1-
LUMBER.
TOP'CHORD 2 X 4 SPF o. -kept*
7
ac
BOT r..".HORD 2 X 4 SPF No.2
W SES 2 X 4 SPFStud1Std
--
1
in (Ioc)
'.0
0.91
B C
0.49
BOLL
0--8
BCDL
3.0
r- t
P!2=tes Iricrease
Lu m be r a 5
Rep Stress tri.YES
Ccde Elm 0 01 NS1-
LUMBER.
TOP'CHORD 2 X 4 SPF o. -kept*
7
ac
BOT r..".HORD 2 X 4 SPF No.2
W SES 2 X 4 SPFStud1Std
--
1
in (Ioc)
L
0.91
B C
0.49
'PIE
0--8
iriipli
d)
`. (Ib/s zer) 1 - r 4, 10,.5- , =1 349.x` ` ,�,:n ica I
Mcax Horz 13=231 `load case 5
Max a pii t =-1 1 S'load case )x 8=-5 7 0oad case
fVl2x GravI3=2004(lcad case , a 65930ead tease
--.
D L
in (Ioc)
lI'd ofr
Ud
'' (LL
-0.0612-13
>999
240
I'
Horz(L)
10.04 8
n/a
n/
--
--1
I
i�
v
i�
I'
1 a
PLATES GRIP
M l 12 019711
i ,,..0 4 ht; 154 1b
BRACING
T P CHORD sheathed or 3-2-2 OC DUAM, except end 'ever l z
Ed i H>Z =rigid ceiling directly ap�i�� �r � �-- � �rcirWEBS I Row at midot 3-11
-
FORCES ;41b) -- 'r- rst Load C6 -se, Only
TOP CHORD 1 -te t ' 2-3=-" 191, -4=_ , 4-5=-,86240, 2-13=-1 431 E3C1 'CHORD2, 4 � � � -
r 991, r -1 �1=874, -1 0=1087, 3-9=0
WEEPS - f =-262, 3-11 =-244, 4-11= t -1 0=71 r -1 G�-- ' — -1 253, � Q_-
NOTES
W-
I ind: ASCE E 7-1 8,
9C)interior _
on -LLmber " - _ , -. Category ii; nn� fF DC -L= 1 _3�Ilat grip,L-1. .
p C, Fully_,gyp.
nbafanicd snow i0ads have beennsid ' � for Lb s design.
This ��. �� e�an� fir � ,� tlrr� flat -roof load f � � n 4 +,. _
F1fh n re n con ur-r nt with other liveBoad .
Provide ad cunt drainage t . prevent water pored i rt .
This t ;12S been designed for a 10. p I bottom chord Jve load nor r�� �
any#l a -per �2bl16071 f
# r to -Circ rf ) for truss to 7)
tru connections
capable8) Provide rnechanicai -c-nnection (by others) wtruss to bearing f a to �i rikLJ
at jointlate at joint 13 aid 5 7 i b uplift
LOAD CASEfS) Standard
Scale= 1 :56.9
Job
Truss
Truss T :,p e
.'F -2-,RISS
f
,�4 X3403, D -n
STOCK CCMPGNENTO;Ida
1
I
---
A
4x:5
4 x4
Qty
� F
I Job Reference (ogibnqi
.0 May 0 2003 Mi E� I� tri F j .05:
51 r4 2003 Pagel
I� t)4
6--4
121
_r
1 a 12 U4
ax4 —
11-1-0,12-
19-5-4
r
t
F
caie = o _ W. I
F3 C ["'dL 8.0
Code li . / i l ( impl I d
LUMBER
FOP'CHORID 2 X 4 SPF No.2 *Except*
13 2 X 4 SPF 21 OF 1
ISOT HD 2 XF ro.
I2 X 4 SAF Stud/Ld
REACTIONS ob/ iZe) =11 7f + h nelf= - -
MaxHorz 13= 1 1 (load case 0
Max Pi! =- (10 i case ). cad 'ea
Maxrav E 1 d case r 13=1431 (loac .s
Vit uAilt 0 11/ r
BP,ACING
T D CHORD
9T CHORD
WEDS
Weight: 164.1b
h �hL or 4-8-2 c puri;n f except end verticals.
Rigid c'eliling directly appfiod or 10-0-0 bracing.
I Row at m td pt 3-12, -11 T -11, -10,�p 2-13
FORCES (1b) - Fast Load Case Only
TDP CHORD 1.2=03 �- _ --7. 0, -4��. ,4-5)=-620. 55-6=-743. -7=-IC)4 r 1-13=-189,
F
OT H E'D 12 -1 =520,� `� �•1 4�, 1 -11 =625, �
_1 0=91 T -9=0
EBS 2-12=11,59, 3-12,=-251, 3-11=-12, -4-11=45, 4-10=166f -1 0_ , -10=-344. 6-9=-33,2-13z---104791
NOTE
Wind.- CE:7-10a; pi =A..=2 ft, gf; - p f toeil? Exp
!o a LF:anterior r , er
L=1.33 plate grip DCL=1,33.
TOLL ASCE - ; Pf=35.0 p (roof snow); Exp ; Full Exp,
U nb% [2nced r O loads have r,d!
bean con r - d lco r this design..
Provide adequate drainage �o preventW2ter ponding.
This truss rl i :been design ped for a 10.0 Ds bottom chord ';Ive load nonconcurrent with any tither 1.1ve 11o2ds per Table 11607,1 f
rr to girder(s) for truss to Tris connections.
Provide cha i l nne tian by others) 0i truss to bearing of to c -gable f A ith t r �jn 5 1b U !Fit at join � A I
joint 1 r .dot
LOAD CASE(S) uandrd
OADING sT�
L "44 «ff"'_
CTL
SPACING
-
2-0-0
I
C31
EFL
In . C�'.`
c' I/defl
Lid
PLATES GRIP
35,0
TL
P! to increase
�.`1
,I
1
112 0 19 71144
S L! 0.0
I L - umber
r Rep tress In r
1,15 I
YP S
0.17
W n R 9�-�
Ve rl(Tl.)
#0.65 12-1, >423
180
F3 C ["'dL 8.0
Code li . / i l ( impl I d
LUMBER
FOP'CHORID 2 X 4 SPF No.2 *Except*
13 2 X 4 SPF 21 OF 1
ISOT HD 2 XF ro.
I2 X 4 SAF Stud/Ld
REACTIONS ob/ iZe) =11 7f + h nelf= - -
MaxHorz 13= 1 1 (load case 0
Max Pi! =- (10 i case ). cad 'ea
Maxrav E 1 d case r 13=1431 (loac .s
Vit uAilt 0 11/ r
BP,ACING
T D CHORD
9T CHORD
WEDS
Weight: 164.1b
h �hL or 4-8-2 c puri;n f except end verticals.
Rigid c'eliling directly appfiod or 10-0-0 bracing.
I Row at m td pt 3-12, -11 T -11, -10,�p 2-13
FORCES (1b) - Fast Load Case Only
TDP CHORD 1.2=03 �- _ --7. 0, -4��. ,4-5)=-620. 55-6=-743. -7=-IC)4 r 1-13=-189,
F
OT H E'D 12 -1 =520,� `� �•1 4�, 1 -11 =625, �
_1 0=91 T -9=0
EBS 2-12=11,59, 3-12,=-251, 3-11=-12, -4-11=45, 4-10=166f -1 0_ , -10=-344. 6-9=-33,2-13z---104791
NOTE
Wind.- CE:7-10a; pi =A..=2 ft, gf; - p f toeil? Exp
!o a LF:anterior r , er
L=1.33 plate grip DCL=1,33.
TOLL ASCE - ; Pf=35.0 p (roof snow); Exp ; Full Exp,
U nb% [2nced r O loads have r,d!
bean con r - d lco r this design..
Provide adequate drainage �o preventW2ter ponding.
This truss rl i :been design ped for a 10.0 Ds bottom chord ';Ive load nonconcurrent with any tither 1.1ve 11o2ds per Table 11607,1 f
rr to girder(s) for truss to Tris connections.
Provide cha i l nne tian by others) 0i truss to bearing of to c -gable f A ith t r �jn 5 1b U !Fit at join � A I
joint 1 r .dot
LOAD CASE(S) uandrd
T runsType
a � !
ROOF TIRUSS
r _ _
r CC �� ' 1 �JNJ I -o 1,c' o -ails, ID 83403} far,
7.6.0 1 --
--
--
ply IIMr V0
II
I ,
I�
i
jots feru-n (r n i)
5.100 s Ma y 3 0 2003 Mi e nik Inasutri es, Inc. 'Ned Oct 1 005: '58 2003 Page
--
1-1- -7-
--
--
4-11-0
caie = 1:44.1
9
V ' F :71 J'4ZwN I{
2-1-0
D
1 -
I 1 31 4 y tJ y f L,� I� '� . -41 '1 0- -1 0
LOADING
(psi
t LL
35.0
1 ADL
8,0
SCLL
0.0
3 L
8.0
SPACING 2-0-0 C31
Plates a n c. -,ea 1.1 .
Lumber ,r crease 1,15
�SC 0.71
Rep Stress ir.cr YES W ,
Code [ 0/ANS1195 ' imolifi d
!
LUMBER
TO P C'H 0 FAD 2 X A S P F NO -2 "except-
T 2 2 X -4 SPF 10 0 IF 1 .E
BOT CHORD, 2 X J. S Pl`-- O-
W=B X 4 SPF Stud/ td
WEDGE
Right-, 2 X 4 SPF Stud/Std
Ll DER Left 2 X 6 DF N0.2 2-4-9
REACTIONS ObJ i ) 1=1 +1 1 }'Mechanical, ,1332,/O-�-
Max U I)f iftl =- Icaca s )} 1 2 7 k1aocad case )
Max r,,--,Av 1=1 0(load cases , 9=1 61 iod case
DE
in
(10)
I/deft
i oid
Vert(TL)
` +
1-15
4
180
H r TL)
0.09
9
.-1/2
nor
BRACING
TOS'IH
B017 '�--D
,NESS
-0-0
-
P
Jv I i221
'weight: 120 fib
Sheathed or 3-3-14 rlin .
Rigid li i ng d. jrecVy a pplied Or 10-0-0 - 0C bracing.
I Row at midpr 7-
111)
FORCC-SI'� -it iiCase i
O CHORD 11-1 -1204. 1 -1 =1222}13-14= �-i � , 1�1- =�1 0-11
5-13=-562,7 --87 7 -1 =- R =-4�': -1 - 1 z--
573
NOTES
rd: ASCE - , r).n, =� � ��� �:
L= 11; = p -, enclose -d; MW DL -1 .33 plate
grip DOL=1 .
T LL: L 7-98- P = . psi }roux snow); ` ; Full Exp.
Unbalanced -snow loads 'nave been considered for this des; n ,
'limes4) T his truss has been designed -1for 1.00 gat roof load of 35.0 p on overharigs non- ori u rr nt `ori th other five �o .
�) This truss has been designed 'r r � X0.0 p f bottom �.`1�r� !Ive Ioc 4ancon urr nt with r rr �
� rIr , d per Tabu 1607.1 f
Refer 110 girder( 7Or . 'SSS + �;'4]S S,
ccmnee-i'[ons.
leaO -d mechanic -1 correction Others) Of tFu to earin i � �� C� ,
Joint .
l �� 0' withstanding ib uplift at joint I and 127 - uplift t
LOAD CASE(S)to nr
GRIP
-41971144
J[ r F rush
i I ■
I
e
j F6 ROOF CRU
1 _
1
3x4 f
--
3,001 1
,.2
3x6
s
4
5X8 8x8 T
5X8
5
14 1"
4x6
2x4 11
N F 1 /E, L= "0100 IOU C l O)
• 21,
.�ob efer nca ( pticral,
�! 2003 iT Ind the In . `-PledOr
't 4 5 05: 9;59 2003 Page 1
9
--
- 1-7
cage= !:51_�'
x6
3
1 ��,
31x8 N4 01
p
I
9
4X10 -�
°
5-11-
Plate Offsets 2:0-2-81 4
,X EdgeLl
tY): L to r�11 .10 r �,--�
LOADING.
_ _ s _
SPACING
1 DEFL In Ion 1de*] L)s d F
GRIP
Plat Intra -s r 1 _ .
-0.27
M 1120 ill 4-4
T ,L Lumber r #ncr ease r . � B G, ��f�� T� a � � � ���� �
.�., 900 SIH"
CSL 0. ` Rep Stress I nr NO W113 0.1-4 Horz(7 �,
Code it 0 �# 1 -SST P it 1 � V I I I �I e. � ' Weight: $
33 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1050 F 1-5E *Except*- TOP CHORE) Sheat
20TCHORD Rigid CePin mr-a T
UY aPplser 10-0-0 oc bra MCI.
Ort CHORD 2- X F 1 F 1 .0 E� C� tx ESS at r--r+i -1
6,6-12
62 2 } F No.2
WEBS ? X 4 SPF Stud/Std _xc Vii*
W5 2 X 4 SPF No,2f W6 0 X 4 SPF No.4, VV7 2 X 4 SPF" o-
W7 2 X 4 SPF No,2, W5 2 X A SPF No2, W1 2 X 4 SPF .
V112 SPF165OF 1,
WEDGE
Right: oy
REACIFIONSl bi i i = +`` - 9=3837Y'0-5-8
Horz 1 +=-1 (load case
M;ax tJ0fift18=-1020(1cad case )a Q�-..08doa Daae
'Max r ' 1 8=10341(load C2SO t 9= '542.4 (i ad case
FORCES) 1b) - First L a(j Case Only
TEPP CHORD 1-2=2-3=;---711 :3-4=--792-4 5-6=-757976-7=-4480.,7-a=-5413, 1
QCT '"H 17-18=0, 16-17=5922., I -1 =7'7 =�13-14=5312, 12-13=6312, -11-12=4-713.
Eo S 3-1 =-1660,-16=11 , —�16=4303, -1 -- 296, -J1 =3609, ;1 -r 049, -1 -=- 5-12=-29237 �-1 =-234, -11=89T - � 7=6700
NOTE
Specall �a rt r(s) or cthe r Icon ne zi on ice(s) shall r vi d e� surf cie nt to uport f ns=ntra j j , r- 7 4
.21b down and
706-.31b up, at 10-3-3 on bottom chord. The i 1 } 1� "`1 J ! r td a = �i responsibility of others.
e a i �onn tion ; e�uir d to distribute bottom chord loads -e u�fl tree all li
- f trust t � c nn t d together with Nails as � ��� �
I p fords connected as fio # s: 2 X 4 - 1 roar at 0-9-0 0C.
Bottom c..�ord -conn 4�d as folio : 2 X 6 - 3 rows at 0-4-0 o .
Webs connected as b0flo - 1 row - 0-13-0 0C.
paiai k�r�crx�t���I��I:c!Cr 0�jim() Sall C) rOI�ffint1''�`
p o a. trat load(s) 70 4. i own a n d
7196.31b up at 10-3-8 on bottom chord. The design/ l tion 0i -such speclial connemion. device(s) is ,he r son ib l I fOthers.
COL=1.33 outs grip 00-L:;:1 _ ,
T LL.+ ASCE 7-98; Pf=35.0 p f (roof snore; E Ce; i''u
design6) 71nis truss has �een for I. 0 kir flat � sof load of 35.0 � � ���� r� r-�or� err �� � i�� other live � a ,
L
71, FnDvide adequate drainage to prevent --mater ponding.
8) This
truss has beeln designed T'c.r a 10.0 psf bottom- `a rd I v 'o -d - cn c r.clIrr nt With env other live rcads per Tabie -1637.
qLj
of
O� on cage
1 7
1
.�r
J Jc)b
4
I X297
`i
j
la no F-72 G I r 0 83403, s
n.:s I ype
QT'E�. �. ti. � 6 ate. 11 V Z I 10 UO: f
Aff plates are M11120, platFaIJnie t1lerNfse,ion �by o'thers) OT truss Lo � .
11) Loa� � 'n � Plate � p2 bl of �t tan i 020 I ' j
0 � a( hail , v been modified. Building des- �h �� �� ��Int 1 and 398 !b u li
1) o �� l hanger(s) r T r ti n v MU 4 review gads to vedlf that flee are c r f intendedthe se of i ,
The des ni i cEi u& spec � fshall be provicied r dent SU
O� concentrated 2d( ) } 044.2E
tin e � ( ; tea i on s i ithis truss,
� . � �..
LOAD ' Standard
na : L umber Inc,ease= I.1 a Plate Increase= l
Uniform Lama's p f).
r/ ._ , +
'��`.
Vert,a `—_� '��}— ?t
ed
, nc%—Mt TLoads (1b) Vert+ 15=483.3.0
ISC Snow on Overhangs- Lumber in .reale=l, :15,rfiaie
Vert- 1-2=-86.0, -4=-1 . r 4-- =:-� , "
. ,�
C n R nir ted cad fib . , 9 . =.* 6, F
ap
10-3-8 on bottom chord.
I
I i ,Q. TE
9I
I
F 290 77 r—
r ROOF TRUSS
ST LA'X I —
Q-kr—a euldr1-U rallst Iii' dJ4U3,, L)�ri
5-2-12
_-
. 3X15
4x5 -s
2
_ W
20
4 i J
a
U -S
Ply CRIGGID/
L KK
6 1
' Job of rerjc ia00tic)ra�
. F ay 30 2003 MjrTek Industries Inc. Wed Oct
15,06:00. 0 2003 Pace
20-10-0 --0
4-- 2-2-4
U
-
U4 5
4.1.1
15
1
3I
26-7-0 _1_1
-- 3-6-1
W13
3x4
14
1,5x4
10
-C)
3-10-4
11
3x8
-12
34-0-
_5-2-12 -4 - �_
I
LOAZING �ps�)
SPACING
-0-0 CS1 I
TCLL0 EL j� ���� ��� ��Flues Inc ase i1 d p P TE_ GRIP
TCDL 0 Lumber Increase 52 240
0.94 V !
E3GLL 0.0
5 >638 190 M1120 119-17/144
:Remarassnc-9 WB '�OL 01 E I How� ,
. r ,
a
Weight: 191 r
TOP CHORD 2 X 4 SPSXC P BRACING
,
dl p Sheathed r
�'3 4 _F � � � .�
� u�+nor :ct nr� '�rC
rigid 92iJ,npin +directly applied or 10, -o -o Orin , [—::xceT.
1 2 X 4 SPF No- 5-C_1i ocbracing. 19-20.
WEBS14 SPF Stud/ td *E�t` d _ :{}yrI{q
T T 1 i SPF No - 27 N2 2 A 4 S P F 1,3 6— 1
..
REACTIONS O b/s i n) 20=185610-5-3 , '12=1851/0-5-a
Max Hor
=1 1/ - -
Hor 0=� Ir6(load case
MaX Upfift20-'-:-!21(Joad moose 7), 1 -1 loa case
Max rav0=0ad case12=2540(iccad Case 3)
FORCES (lb) - c'rst Local Case Only
til �7 a2 -3=-1
I CHORD !-
_ 260, ° -1 � P - A ,�, - ; 1 - �i =-411 1
54, 8CT r,
-1 =1 14, 1-7-18=--1511, 1 -17 2057 �
_a -�-17=-974,
= i
_ r !:?-1 =-G r ,-1 —3 —1 -578 -1 =A6=-?-G
'l-,375 -1 =-,� , 10-14=1E 16 -, -1 , .8-15=2320,
NOTES
0 LLz1. iate grip � � p ; L = �: �� # � F�� � � a dr 1� �FInterior z 4
Exp C; Foully 2xp.
nnirf for thf dare.
nas been designed fror 1.0L0 times flatroof load of 35.0 pS4 with t �N �ro it adrainage tO Prevent water n js
.
6) This tru-ss has %ean Uesigned for a 10.
psf torn chord Jive load n n on urrnt w th any other aive 1
�e 160'17
jr-
vers ' c p �� �� rte i���� using� NS ��� � � - � �� ��1 � { � �� �!� j �l'�i�Jd !�' f�t�ll'�� des' n Lar
shauId
ProviCe me han is -1 connectionothers' of r_to r� .
1- 'e
=-pabie of r ,` k roc r lb upliftt joint 20 and1 A0 I
b uplift
L (,%tS) Standard
0
00 �s
=2977 '�
p
IJ6:� I PH
ROOF 7,
. -- . � Lr,.1� .%-JJ 11-14 1 ti,.''IF", Judi IU I`aIx t 1L) d3403, Dari
-- --1
t
o.
5-3-14
10-4-4
-�--
j Ply' 51 D R1 `rEA G 1- "N 0 0 C 1 ")/ C� 11 l
k
2 1
_�_i �nn r�,Ti i �nn�t 5.100 s May 6-00-01 2f%303 Paige
I J1ob Reference (o tionap
iba 14 20-7-12
23-0-4
- _�.
AP - - 14 4
-0-14 -- 10-4
: 1 Lf 1 ;
og 5X5 06 fl
4
-f.k&t -
zx$ = 5X5
5-3-14 0-0-0 -1 �12
!ate Offsets x )- f _ n -p_,^ i q , o -
--1
�_ a
-
- 26-10-3
1-
i . . - R 1 5I E, f ! :1 �4- Jai - 1. f15:0-6-4_0-4.4
L OAU
(p f lSPACING
l/d fl
1-0-0
15
L,)
L
-0.72
p Pates in reale
1.15
_
11
_
Lumber
. br Tare
1 { 1
.
13�L
,0r
e Cress inrrNO
0 Code a� 001A S 1 5
1.
m
(Slm p6 � d)
1 e
LUMBER
TOP H(DRE) 2 X 4 SPF No. *Except*
T3 2 X 4 CSF 2400E 2.0Ez
E30T HOR D 2 X 6 DF No.2 *2XC' eP *
X 4 SPFStud/Std *Except*
W11 2 X 4 SPF No,21 W1 2 2 X 4 SPF No.2
Right: 2 X .3 DF 1 9501: 1.7E
. TI (Jb1: i e) 21=195310-5-8t 11=5929/0- -8
MaxHcr-z 21 =-(loa-d case )
M Upfift l i load case , 11l =- .(i a'
Maxr av 1 _2608 ! d �, a
4, � 1 =7joa Casa
EL
4'L'" )
Veft L
orze �
n
j )
l/d fl
-
15
>731
-0.72
15
>560
A 8
11
r' a
BRACING
T p CHORD
E30Y ��H .
VV rtz-5
- -1
--
-10-1
OX -1 +$ <�_
[116:0-2-, 670-2¢t 17-'0-2-8,0-2-!)j,
1� PLATES GRIP
240 M1120'41917114-4
180 M1120H 148/108
Weight: 484 i
e
h thedr 2_91- c p r(ins e . eoa end vrtti ,l. .
Rigid U -Mill ndirectly �p p i i ar 10-0-4) oc bradng.
I Row at midpt 8-16
F� (l 1 - F1r t 1 oad Case rqy
_ X 5091, 1 12 +—s 1 4, -21 =-1 938-9=9-10=.-114442,
- =1 ,
3-20=-654 } - + c1=3382, 4-1, 9 1108, -1 =� l 414 a
Lr-�®68 r - f , -17=- 18 , 8-1 2347 7-1 =28 622,
Y �-
r -14=447 4, 1 -14 04 11 0-13=1 042, 2_20;1735
NOTES
�cfa1 hanger(S) or other connection dwcafl be6 providied } JffiC1 n , tO _
584.51b up at 26,1 C-8 on bottom chord. The j r�' s1 j0n F l r (' '5830.11 down and
a i connection required i Lr i t � ;� I01 lows: P � �6 �1 1 the responsibility f others.
2 -ply truss to e onn tad 40 ether wix� � I � eters sir pile8.
Top ChOrdS connected asIfo'lo : X - i row t -. -
E30 t chords connected foiloars: X - 3 MWs at
t 0-- oc.
Webs connected as fi0llf : 2 X 4 - 1 row at 0- .-� o X 6
Special h r� �r r Other o;�� �}inn � � r'� �� - �- � .
e rc,� shall li b PrOvi mint -t uop r �; ncent t load(s) 1
s 5 � f b up t26-110-8on bottom Chord. The deli Yrs/ i ' � centrated I��� � �. t 1 � � �r�c�
4) )gland; ASCE 7-98.,, rnph; :�--- T ` L=4 � � ��� � � � �� �ron device() i l% rias or si ili of ct�
. ft p . ~ , r i1; Exp , --I I �
DOS=1.33 plate r ���� . � interior z�� rf ��b r
1150 , r = -� =35.0 P5'goof snow E,'-rD (''- Fully F=xp.
6) This trufss
,as beer. designed or 1.00 times clal rOO P load of 0350 Psf on overhang s non -con current %oviih othe4r Ilive loads.
f Provide adequatea:0� to Thr vent water ponding.
nf1nu -on
T
Job
4 J lJ 'Trus -
F -'2
i i u -4�{
i �
pe
F RUBS
STOCK _ _ i
QtY
i1/EAGLE `,000 a017
i ' 1
,. z.
aeK rra
Rage
NOTESi I'�t,� I I LJ i i designed nor 4 ° P 4 �.� 7.kJ r 'livem cord
9),-0 Pia'E?S are M-1120 iatkes
r.
V� rJd ill ,-y� j����1 � I � orsld er DiJrII e� u .
47./ grain
al . i. e
�f ri r n fconnect a�using
n I 1 1-1995 rang! 'M russ "o bearing pl2te c,grain formur�,
ri
12) Load cas�+.J I 1��r 7 Y �5��y i i d j �� ��I�r.. '4:Ji �� I I I Dabie of +.i������ � �� 1� 'y � �] � �e..f��� � 'Ci.�� �� �� j ft at � _fY CaPaCity of bearing �..il 1 a4� .
�1 a r t y r 4 i t �� fY t� s h e r r i
on -n ion die vi t) shall � . for the intended use of thj 4rrj
The d I r�i el tion f SUCK r , u f� aan "O uPP r on nt r'k 5830resoonsibiky of others..1 Ib o
LOAD CASE(f" r
Uniform Loads plf)
e.rt 1-2=-4,3,0, 2-4--43.0 4-7=-43.0, 7-12=-43,0, --
Orceritr2te Loads (1 -� . � - -� � ° - a �� -0, 11-14=-302-3
Ver -11t: 14=_44,000,0
'18 C Snow on Overhangs., Lumber In crea =1 151 a
Uniform Loads 'p�f)
Concentrated Loads 0
VerL, 14 1
11-2977
LOADING
(ps�f)
TCL'-
�'. 6
' .0.36
"1 _1
I li
L
+
F f
--
ype
I
ROOPTRUSS
--1
U4
4
4 I Ply DRI /LE WOOD r o 11
� 1
4
i
Job Referencz. ( tonal)
-100 S may 130 2003
MiTekIndustries, Inc. Vied Oct 15 rJ%5:%rJ9-46 2003 D2ge1
-
4.00112
4x4 5XB
1
.ACING -00
Plales Inctrease 1.1
Lumber Increase i.-1:5
ReP Stress incr YES
Code IRC20OO/ANS195
LBEE
TOP CHORD 2X4SPFNo.2 '*Except*
T2 2 4 DF 240OF .0
a -! X A SPS .
W EBS 2 X 4 SPF u di td
Y 1
-7—
BC 0.77
WB .
(Sim pffled)
MaxH rz 111=1 96flead case
M4 ----x Up i `=- (load G2se7): 11=- 00o d case )
MaxIre =-1347 (load case } 1 1 'lo case
——
A
I
—— 1
Em
oI
, I
CEFLVert(L
I
I/d eTl
add 9 P LATE S
' .0.36
"1 _1
I li
V I=,r L') -0.65
10-11
>422
180
Hcr'z (T?) 0.04
7
rVa
-q/
Weight: 145 lb
BRACING
1 P "I RIS Sheathed or 3-111-6 oc purl n , extent endis i _
E30T 1 Rigid ceiiing directly appfied or 10-01-0 oc br ay .
" 1Rowalidt -1,-}55-,f-r
FARCES ('b) - 7��
ir � 1 tease ni
P -H' - =0, 2-3=--72 0. 3- =-692, � 4-5=-- ,5-6=-1046, - r =- 6'r �� r
9° I -?t� r 0=628 _ r
x -= l 7, -—
II/V F5 S 1 0= -415 9, -1 ~x'243, 3-9=-63, _9-3109 5-8--25? =-I 047
Wind: ASCE 7.G8- m'n` h= f t- T f. � E
xp C,- enc1oseo;MWFRS interior 7-one;Lumber
T L-L;E 7'98; Pf= TO a fro c snow r E ; FuIi
ani ,)ave -on id red -',-Or ft desirgri,
This truss has been designed for 10.0 p �" b ttorn chord I've I d non coy r rr with ,� �
_IBC-00.pert �t e� Edi. ; of
6) Provide me,. -,h a inical co.ni-ection (by others) of ".,ru ss to bear] r.9 pla te ca Pa b] e of - wi thstand ing 1,1-56 1b U pi ift at Joi nt 7 a nd 50 b up iift
LOAD CASE() ranch rd
GRID'
197/144
:!5 .
V
Job
J*7
I
IF
w
-7-
,ROOF
-
Qty I Ply J '"0 1 &7 D '11)) i
2:Job Referenge�r�
. ` 00 S May -10 2003 MiTek Industries, Inc, VVed Oct 105 05:5 :47 2003 Page 1:
4--1 --0 3,x,2 -1--
45 o
3X6 _�
--
4-- 4--1
19-5-4 , -3-
Z Y 3-9-2.
- F yy
ftl4 M Ei'201-1 1�
LOADING lopsfl
% SPACING 1-0-411 C:S1 DEFL in (loc) 1/dell Loled PLATES
T 35.0 Pates Increase 1.1 t0 9.05 �e ��--
l COL 8. ? r r �rt(L -0.54 1 16) -- 240 i 11 0
ease 1,15 1
BCL! 0:o Rep Stress 1r r NO I WB 0.q
L Code 1 00 1 r�pi�rr 1
Weight.* 454 lb
LUMBER.
7 PIHX 4 SPF -1 O F 1.8E * Except*
T1 2 X 4 SPF o_
50T CHORD 2 X 6 DF N0. * E t'*
X 4 S P F 3 t u d/3 td E:xce D t*
IN8 2 X Ap SPF N0.2, %N9 2 X 4Pl� No.2. VVI 0 2 X 4 SPF .
_ ' 1 � X 4 SPF 16353017 1.5E,. 1 3 2 X 03 DF eta-
Flght: 2X 03 DF 1950E 1.7F
E6
SRACING
TOR CHORD Sheathed or, 2-7-13 o puriin , except and verticals,
BOT 1�,H0I !rigid ceiling 1 d r applied or q 0-0-0 oc bracing.
WEBS I POW at midpit 5 16, 6- 1
i 1 1 ION (l b/size) 19=1917/0-15-8, 10=5!5'0-'-8
Max Horz a =- 0a0ad case
Maxpi �� Case )i 1 =- 10 ad case 8)
MaX Gray 19-2364fload c., , +1 -7 (Io d case )
FORCES 1Ib) , First Load Cage Only
TOP Ch'CRD -1
- -1268 , - =- i 0 , -4=-1 992+ 4- =-1 992, - - t -
a-1 1s1P 1-19:,1890
116-17=1479, 15-16=3224,14-15=7312, 13-14=12086 12-13=12096 10-12-12096
-1 --1 067, 2-17=735, 3-17=-11 0 7 97 3-16=804, 1
8-14=-4816, 8-13=4505,9-13=-10? 9-12=10421 1-18--=1524 r �
NOTES
1) p c;al Banc r(s) or other connection device(s) aid b provided sufficient to u c � r � �b down a
nd
383. 9-� of such�i
p�� ���on �ri
���) i the responsibility of others.p ecb I oren tion r it d Lo i tv l bate 'bottom Chord loads eq. u i ly �i
between -ii pi�.
3 -: J truss to be connected together with 0.1 1 x3;' Nails as follows:
n ord s connected as Follows: lows, X 4- 1 row at 0-9-0 0C.
chord s co n ne te.d a S fol to r . 2 X S) - 3 rows at 0. -4-C) _
Webs connected as 10110 : 2 X 4 - 1 row at 0-9-0 , 2 X 6 - 2 rows at o(;,
Soeci i hanger(s) or other c nnec-ti n device(s) shall be proviqda s urrl c i t 4o u pn k-� concentrated3 1 d
own and
383.01b up at 23-3-8 on bottorp. c�iord. The design/select[on of .&
Wind* _ h; I � i f- - dlConnectiondevice(s)i p � i sig i'rer .
r
w= .pier i1; p , en(��s Fi inter i _1
L=1. plate grip 12L- 4 _;r}�kbe r
TCLL;' L - r ,Pf=35.0 psf (roof snow); Exp ; �!Jjly Exp
This truss has been designed d 1car 1.00 times flat
r0of load ref.0 P f on De an non-ccn urr nt with other lav lo -ds,
7) This mss h2s been designed for a off 0.0 pstf bottom &ord lire load nonco carr nt
with any other live load's per 1 abie 1607,
GRID'
17i'l44
148/108
Job f cuss �s ape
f
F 9 77 F13 i TRUSS
0 ,
QtY Ply
� I
Jo I ik
5-100 S May 2003 M i J d l'�'d L, s -,6 .n . I n c.
�Y-yS.%.'a 2-003 i 5r1
NOTES
Bearing at cintf ) �1 considersparallel to grain value using ANS -17; l i .-I � � �r� � � grain fior�n� � ��1 T, (j � r-er should ve�fy capacity of bearing surlacn.,
rovid- ,tee ha nica l co nr-ection by others) of -ru--ss to bearing phis c;-apabie ofwithstandir.-g16 �b upfiftt atjc'int 19 ard -lb uplift
1 -c�°d case(s) hast have been, rima . Ba,.�ildll� 1 1ner must review loads to veontvth-atthey are correct or he Intended f - +
1 pedal hanger(s) r otJ- r carpe fion device(s) steep be oro it u' a to support corcentrated I.oad (S) 53-830. i ib d �' Y
n and "oalb ti ,� €p bottam cord.
�� Igni'selection f such p a i connection e��E�,s) is w�� responsibilityor'-others.
LOAD CASE(S) Stcandard
y3 now. Lumber ler ase • 1I a } 1
Urilform Loads Plf
Vert: 4-11=-43.0 - �� -`� =� . , '1 �'� ;� 1 -' =
L o -c dj (1b)
know onv rh4ari _ Lumber In r . --=; 1 15 Plate lr cr a , 1.
U Fi i T -UM Loads (pith
Concentrated Loads ]b
Vey: 1 --1 254.E
I !""
Tniss
F14
Tru i pe.
ROOF TRUSS
. --r -`r, , ---p%%.'IV4 4 ,at -4!F,---1%4 1 %3- r, GGdno _@IIS, JU bi 34037 Uan
I
E
4--
_-4
--1
r
4x4
4
5-8
Ply [DI /EAG � � `� 40/7 DG � !)
i J
�1
Job Reference (ciotiorta1)
5.100 S may 30 2003 MiTekIndustries, Inc. Wed rt
i L.. 1
1 --
23 -IJ -0
LO
I-
:-1
-' 1
r
- 1 - 1-4-0
%Jx i u
OX8 � U6 lam.
24--10- 0
7-3
Plate Off set 3-4
a —-4i4
v
T L
-
LOADING (ps
3. Jr
C1DL 1
SCOL. 8.0
I
SPACING --0
�11-ies Increase 1.1
Rep Stress Inlr YE
Code IRC20OO/ANS
LUMBER
T 2 X 4 SPS N 2 P
X 4 P F 1650 F 1.5 tE
WEBS 2 X 4 SPF Studl&d *f�:t
IN8X 4 SFF No.2
Z, RighL
0
e
I
TC 1,00
0-78
I
W B 0.96
'Marr -1X)
REACTIONS (lb/size) 17=153&0,5-81F 1'1=1 7 /0 -5 -
Max H orz 17=-- (load case )
Max UpI I l 7=-80 I oa d case 8)}-45(laad case 8)
Max Grav 17--1 588fload 0� s e 21J 1 1= 1 8 00o d case )
DEFL
in ([)
I/deft
Li
er[(L!,)
-0.36 13-11
240
ert(TL)
-0,50 14-1
180
H o r (T L)
1).36 11
I - a
n/a
BRACING
FI H 0 R, D Sheathed,eL)t end rti �i _
SOT ~! RID Rigidceiling dig- r i applied or 1 0-0-c oc brading.
�PiEBS 1 Raw at m. F _
-1 .t, -r 2-
Rows at J/3 pts -11
FORCES i1 )- First L 0 d Ca!s()nlv
TSP �H� _
; 16, - -1 � f 4-�'=-1249, - ��, � � � ��� - � � - �' �`
r .,� � �� 1 36 26* 10-11 _- 70
11-12=47, !-I--213
E30T "16-17=763, 1 -1 =9 d.� - - = -141-13=;3037
��2-416=315,3-'f6=-480,3-15=170,4--15=9771 _1 � rt1 4= � _ �-
1 =..1 4 T
NOTES
1 Wind: ASCE 71-98 0 rnp h; = ft- �` �� = � �
a r� #, D 4. p f; Category 11; Exp ; enclosed; l 'F interior -
DOL 1. prate-�1 � ,�U
T LL: ASCE 7-98; Pf—35.0 osf (roof snow); Exp C; Full
Unba-lan-cad n� Toad have be -en n ider � r this �
roof load of 35-0 psf on r
r-CrL'rrnwitivi otheri f,Tesign ed Tyra 10, 0 psli, bottom chord I ive I�� ���n�rr�� with���r �Pi�-C 0.
iocar Table 1607-1 -
rt
6ring 2t joint(s) 11 considers paral If to grain va f ue usi ng ANS VT ! .
.
4plate
-1Q9
grain r a,`/iri20 car of bearing su ;ier should
�ft
�Provide mechI+[ connection (byothers) -±T4�Libe-ring f tiwithstanding
at �r �r11in
LOAD � ) Stlandard
1P
197/144
I Us
rr- r*
1 y..+ 7 Y
Z
C'' i_"' r- ;- Ir ,r1% j --%L i, rr—L i-�a
F -uss Type
OO FRSSS
I V1 i `4 F iC2M G -aflis, ID 83403, Dan
I
4-7-4.
�f{
i
Job Vie* l-pne, ( dorsa
5.100 S May 30 200.31 E-F`ni Industries, Inc, Wed Oct 15 05:59:49
3-9-2 -9- 3-7- 13 3x7-1
3G-5-0
3-8-3 ---
-8-3
, - 14 6xis
U4 _ 5X8 = U6 J7
3X10 I+{
' -:--
24-10-15p 5-5-11 -1
aQLILW II%-JVtoa 4
y
GOADING (pf)
T1"L 35_0
TDL 8,0
B LL0.
CDL .0
SPACING -0-
Pates Inc. -ease I
Rep Stress 1r.rr YES
mo le aRC20010/j-`-%NS195
LUMBER
TOP"'CHORD 2 X 4 SPF X10.2
T 11-10 R D 2 X 4 SPF N. 2 'Fx c t*
W EBS X F ud�' td ,
W8 2 X 4 3 PJF o 2.
-
WEDGE
Right: 2 X 3 CF 1950E 1 .7E
1
TC 0,09
SC 0.80
I13 0.97
i
REACTIONS flbis-7 -32/0-5-8
M x m 0% � 5) =- 310 (1o d case )
Uplift -1, =- 8 (lo d case 8).,1,5=-80fload -.ase )
.'v1ax rav �' 0=1 4(10 .d case ), --` I d
DEF
in
([cc)
I1d tl
Lrd
Vert(LL)
-0.38
14--15
>959
240
° el,q (T -
-0.6 9
-1
> 5 ri
180
Ho (')
0.137
10
n
mea
BRACING
TOP C JJRD
BT C FAD
tiNEBS
PLATES
1120
Wei t�178 lb
in
�rr
-&-leathed, except end
' gid ceiling direcfly appiied or 10-0-0 bracing.
Row Cat midot 3-14v -13} -1
Fac ws at 1/3 its 5_13.
FORCES (ib) - First Load Case Only
TOP ��ORD 1-.2=-C, 2-3=-1 092, 3-4=--1 1 7r 4-5=-1 147, 5-6=-31K 6- =- 1 96, 7-8=-'l 08-9--z-36331a%--!
1 10-11 =3135
a WEBS 2-114=3433-14=-53-04T3-13=16,
NOTES
1 Wind ASCE 7-98; Q.O ph; h- - TC'0L4, p , BCDL= . 1t Category 1l- E.x- .M
1)0L=1 .33P12te grip CDOL=1.33.,
T LL. ASCIF -9.8; Pf:=35,0 p f (roof now); ; F �:jl Exp.
abateaced snow loads h2Ve been curs:aderect Tor thi d ign.
4) .
This 4 has burs designed tr a � H psf t ztom ckord iivpicad noncomirrent wF �, .� ,,
th 2n other civ+ loads ad per Table 607.1 of
Bearing at ji.rtf.) 1 con
id r16 tivalue i ANSI/7,71 11-nI to grainLformula, Buildingdesigner
Provide m e& ni a i (d th r.5) -of truss �0 beadnplate capable f withstand in . � T
joint I, !� at joint d 80 ]b upfift at
LOAD I SEf ) tcand rd
Scale = 1:64,7
GRIP
d 7,`
F 9d 77 FIGIDOF TRI ISS
i
,..i PONl i'IT —� ' aLi # l i llM 0 3'403, CA
0- 1 -
4
U4 T
3
18-0-2
6-1
-0-
Qty ; Ply
ED R1 GG S/EAG LE W OOD I OR D G I I D) K
I (optional'
.100 s May 30 2003 MiTek Industries, Inc.
4-1
6-1-2
VV e d Oct 15 0 53:�: 2003 F '
9
+X4
11
'!ate Offsetts IX,Yl-. r4:0 -2-0.,.,-.)-Q-3], 7-0-0-0 0- -9
0
b
9
IX4
1 -a -i1
3T --
30-5-0
-0
5X5 ;--
Un
JTy
C3
�e
LOADING
1pf)
SPACING 2-0-0
CS1 =DEFL
1 ) 1/de-fl Lrd
PLATES GRIP
T C �.L
_0
Mates Increase 1.15
TC 0,97
Vrt LL -
-l0 >999 240
M1120 19-71144
ger increase 1.1
0.86
Vert(TIL) -0.4-4
->8--10
Rep Stress In r NO
WB 0.65
Horz(TL) 0.06
n/ n/a
CDL
8-0
.,�d e 1 1 , I %
i mplifl
.
Weight: 245 I
LUMBER
BRACING
T P CIHORD 2 X
4 be -3P
2-100F 133 !'E -, p(*
TOP CHORO
S11-eathed, t nd
except pvef-[cal s.
-
T2
2 4 SPF
-41.5-z'
'xExcept
�of
`l
I i in directly nnld or
10-0-0-0 c b r� i r.E30T
E31
I
X
i _
P ;� : a,
VVESS
1 Row at mIU t 2-112-10*1-12
_
WES
PF
rud/Slid
Rows at 1 / pts -1
T 91-,E PIS
2 X
4 SPF
Stud/Std
REACTREAC70NS 11biosize 12=1544)10- , 7='544/0-5-8
8�H 0 rz 1 =- 308 1 cad carie 5)
Max Uplittl 2=-81 (load cc )T -7=-40(C , a.
1 983Max Grav 1 1 X91 (load case � -:1�!case 3)
FORCES �;1 - F;t 1, -Dad Case Onty
3 OT CHORD 1 ,-�i =
i �� - 9- 3,21, 8-0=132'1. y - ;172
1-1=,-
L- - r- I I I �- i =Z) t ZI - 1 U=; -14U, 4-f —z)0 , b-8=-404, 1-1 11 1086
NOTES
Ward: ASCE 798'0 ' -' TLS — ~t7�
= _ Ta Category
Ear R o ", �mnclo ed-MF � �3 � ,L �
L =1 . plate grip L;1 r.
"Truss designed for wind loads -m the Plane of tie truss only. dor studs exposed tto winid{. ��see .T .t t
TCL-,-: 7_98' P`35.0 psi (root"p ;oar); Exp Fully Exp.
iJ is F el r.o load's f ave.1.� .l 1 ,-,+onsider d 'o1 this design.
-i truss l a peen des4ned for a -10.0 f b0tf= Chord 'live load nonconcurrent with anv other
a
ive leads pe"T Table 1 ^07.1 of
IBS' -o.
All OJI.24es are 1,5x4M II2-0 unless other—wise Indicated.
Gable Studs sclacad a' c �
Provide ra haripc G Connection fby others) of truss to bearing P18te capablew. rg 81 lb uplift at i:oint 112
and 90 1b uplift at
joint 7.
LOAD CAGEtS)L 3tandard
V
0
e
r 2977
7
Truss
C
i runs I ve
I d
ROOF �IRUSS
FIJI ,I=iN I it Ica Fi r 211s, ] ,3403, Dan
4
1
i
1 1-11-0 a
44
4
QtY
Ply
'
i
1 Job Refe n otonal)
5:1100 ca200-3 ,disk Industries-, Jr . W rd : �: �•5,J�: 0 -3
1 --
—9x2
15
4X4
JX0 -:;- 4.00 J 19
-SX8
etir ti+ 1 �%.I%.,Lj � i � ' -4_Q 1, I 1 1 ;V—U-1 0,[J - } 1 _D-5-Ot0- -
LOAUNG
TCLL
(psf
SPACING
1
35.0
Plates increase .�
C 0-36
I TTCOL
8.0
Lumber Increa-se I."
B CLL
Rep Stress Inti-
I we 0,96
E3 CD L
8.0
Codi IRC2000fANS105
LUMBER
TOP L) 2 X 4 SPF °o. -Except*
t .lZ
BOT CHORD 2 X 4 SPI* ,. *Ept-
WEBS 2 X 4 SPF� Stud,/Std *Excepr
W8 2 X 4 SPF •'o.
SLJ'DER Right 2 X 4 SFIF tt,4d/5td -2-
REACT -IONS lfl / i e 11 -1 Mecha ii ael, 16=152610-5-8
Max1 I0r F =- 1 Joad case
Max int o-I,i =,l
x �� 3lv 11 -i�1 (load case , 1 -1582([oad case 2)
D 4':L
Veit( R
i
3
24-7-14
3
` 6X1 a Z4-
bcaae = 1:631.0
r t
n � I/d .l Lid PLATES GRIP
-0.3412-13 X11 1'
1 A4
1VA7 13-14 >763 180
0.33 11 ilia n/
i
-
Weight: 1 b
8RACING
TOP,
41C D
WEBS
her d or 2-7-1 oc purf i ; , except end v r -tic l .
Frigid ceiling directly applied or 1 0-0-0 oc bracing.
1 IR -ow at df,- -
1
Load Onjy
TOP CHORD _4
s--1206, 3-4 -1 - =-5-E=-3211 _ =_7-8=-3225-t
�
3488} 10-11 =-WEBS
-7 14-1Z3
1 5=3i 0, -1 =-474, 3-14= 1 64t 4-14=065, -1 =--1327 �, ��2� � _ _
141
NOES
Wind: ASCE
E-3MPO; �=L; CDL= . p7 64L=�„JT'+ al ®Ia�. P --, e1r -,k4F zone', L
u rDLplate grip DLa1
r
T LLs ASCE 7-98* Pf=" . P f (rOO' snow)' exp ; Full
Unbalanced snow loads have ;an considered I �
4) -7his tares has been designed -1-for '0_0 o T bottom chord live load on r ir-
r Itnrt� i I S IIB -00, 1607.1 of
ird r, ; 9 r truss to truss - cn` 1e ,i0n .
.a
ni cocn tion (b Lhers) of truss to burinbe-C]ring.
_
latape l Of iihst ndin lb uat�tjoint i a. k
JOint 11 2nd lb uplift at
LOAD CASE(S) L did
more
I I Truss
r I RO OF I RUSS
:. —% A. �..�14LS N.rj -ALj'4 1 1 ludi IV Baal , U -3403 Dan
qty I Pk/ P DRAG -`VE LE WOOD -10
DG,,im
s
1-
I
5.100 S May -'30 2003iT [ndustries, Inc. Wed Oct 1 0
03 Page 1
_7 _-1 A
_F -
7—-2—C 1-8-0 I I Y
,o
4x4
4-fJU X
i 16 ,x4 � o US
4x4 :5x8 l� 6XI0
41
F F �
-L�
2-2-0 1-8-0
1
�...r z T 4 1. -r - S,J "_ LJ-, 4 4.P -4. -,J
! V 4 4 7 5 o—j1 1 _ U -U- +, -'+'.'t y, . 0 - - 12, LD - T 2
N [N�.3
l
35.0
CL
8.0
1
-5 C L
110
L
3.0
SPACING 2-0-0
i
Plates Increase
Lub r I nc easy '41-15
ReP Stress her YES
Code 11RC2000/A.NSjQ5
I
LUMBER
CdH ( D 2 X 4 SPF 106 5 0 F 1. 5 E x cepi_
T moi--IOR D 2 X 4 SPF o_e -Except'
X 4 SPF 16550F 1 .E
X J- SPF StUdlStd "Except*
L!DE R Right 2 X 4 SPF Stud/Std 3-3-2
24-7-14
30-2—o
1
I
I
Scare -= 1:151.4
Ilb/a 11=1 11"Mec apical, '417=1526/0-5-8
Max Horz 1 7=-293 picacase
Max UQ1jft1 1- "Joa case ; 1 =,(1o.d case 7
Maxravim
,5 (load case ) T 1 01 640 I oad
BRACING
-rop 1--1HCRD Sheathed r- 2--7-0 oc pufflins',f�� F end v p
SOT CHORE) -.Ii h,I]Pr�'� ie r 10-0-0 o bracing.
.
WEB � Raw at m1a pt -1 � F� _ �
1/3. # 1
'1 -Lire Load C -se
HORD
-4 4,-; 1 -1 5=-1 , - =-�1 1 0-� -- fp - =- 348 �f �'
=
WEBS13-14=2`800, 12-13=3050, 1 1 -1 � i I
2-16=31 , 3-16=-4431 3-15=1 ?4-15'=-212t4-14=8461
9-12=121;, -1 =-1 X41 �`135. -1�-1�44
-1� 3-205, - =- - �'
NOTES
1
Wind: ASCD-7-���* � =ft���=�-;; ; i ��
DCL=1 . plate grip L-1,.
TCL, AISLE 7-* F.0 of (roof r-1-0 - ' F
�� f b r� l'dered f r! this deli r".
4) Pmvide adequate drainage tc prevent water -ancling .
5' TjhJs friss has n designed for 1 0. -q°,r i1
r - cad on ncur-jent with any other [rive loads per Table 1 607. t Cf
refer to g i rd e r(s) flor• 4 runs t
truss connections.
7) Provide mechanic.2i connection (by others) of truss to ,ioint .1 . � t f withstanding 1i � j 1.1 r i i t
LOAD CASE(S) tcan ar
Q.83
I
FL
1 4 yL
in (10 )
-0.3312-13
yf1
Ud PLATE '-� k IP
BIC m8 _V
eirt T`)
-0.4513-14
Lf
>800130
f .
11 19 71144
0.07
o rz( i
C).351lp
ni
((tri) I
1
Weight: 19Ib
Ilb/a 11=1 11"Mec apical, '417=1526/0-5-8
Max Horz 1 7=-293 picacase
Max UQ1jft1 1- "Joa case ; 1 =,(1o.d case 7
Maxravim
,5 (load case ) T 1 01 640 I oad
BRACING
-rop 1--1HCRD Sheathed r- 2--7-0 oc pufflins',f�� F end v p
SOT CHORE) -.Ii h,I]Pr�'� ie r 10-0-0 o bracing.
.
WEB � Raw at m1a pt -1 � F� _ �
1/3. # 1
'1 -Lire Load C -se
HORD
-4 4,-; 1 -1 5=-1 , - =-�1 1 0-� -- fp - =- 348 �f �'
=
WEBS13-14=2`800, 12-13=3050, 1 1 -1 � i I
2-16=31 , 3-16=-4431 3-15=1 ?4-15'=-212t4-14=8461
9-12=121;, -1 =-1 X41 �`135. -1�-1�44
-1� 3-205, - =- - �'
NOTES
1
Wind: ASCD-7-���* � =ft���=�-;; ; i ��
DCL=1 . plate grip L-1,.
TCL, AISLE 7-* F.0 of (roof r-1-0 - ' F
�� f b r� l'dered f r! this deli r".
4) Pmvide adequate drainage tc prevent water -ancling .
5' TjhJs friss has n designed for 1 0. -q°,r i1
r - cad on ncur-jent with any other [rive loads per Table 1 607. t Cf
refer to g i rd e r(s) flor• 4 runs t
truss connections.
7) Provide mechanic.2i connection (by others) of truss to ,ioint .1 . � t f withstanding 1i � j 1.1 r i i t
LOAD CASE(S) tcan ar
F'Job T
i i IMS3 —
6
I!
F2977 ' I +7-�CTRUSS
d
6-8-12 1 "
6-8-12 - �--+
4X5I
4x4
r± +' k ` D.f /EAGLE AjOCD 1 O ( 1 )
I rl,
`
Job Reference
.1 UO S May 30 2003f T inDerr Inc . �I
I Ve Oct 1 :0:52 2003 _Pcal
-_4
--4
3-5-1
14 U6
2X4 1 , =U5 3x 6 5x12
LOADING
pfSPACING
([o)
2-0-0
CS1
`L
T LTC
35.0 1
Plates Increase1.45
43.Q3
r
9CiStress
i
' umber Increase
r .1 r
B_�4
BCDL
8.0
llyncr
VF a
4 r
Code
LUMBER
TOPCHORD 2X4SPFNo-2*Except,,
E30T (-.`1HCRD 2 X 4 SPF 4650
WEBS 2 X4 SPF Stud/d *eta
X4 SPF Nio,2, W1 2 X 4 3 PF �1o.
REACTIONS Ib/size 1 =1 Y' h r, r �i, 16 --Ar 8415.0--
Max,40r 1 =- 4 foal case
MaxUPit l 0_- 94(fcad case '� �
h l "
Max Gray r =21- toad ca ) ase 2)
.1 -- ,��'-Iy, ad ,�+Ct
�
5 jj
— iM+fi I
.1i1 aj f 0
EFL
i
in
([o)
r
Vert(LL)0.
-240
%rt(al L
� �
� 1
18
BRACING
TOPCHORD
SOTCHORD
WEBS
_g_
FOLATES
P
Weight: 178 ib
or 0C r)u�irs -icals
T except end verr,
'Rigid ilia directly appfi d or 10-0-0 o br n
g.
1 ROW at midpit 4-1
. Rows at 1/3 Pts -1
�1FirstCl
ai�
t �1 - 14-1 i � �- - �-_ =_3963 } ; -� 10�-� r
WEBS
EB -�� -- , � �� r� Fy r 1 � , 12,13=32554, 1 - � 2=3522, 10.11 ' �
I =-1 r. 3,4--[4=-2031 4-13=643 . 5-13=61 1' 6-13=-2250t
NOTES
1)0L-� p t r� � F. . y sr, CST 6 d e r r nAL
umber
2) TCLL. ASCE 7-998; f= 35, 0 psf (roof 5"Ow); rF p ; Fully Exp.
nLbalar7 ed snow l aid,consideredr t i'
designeds design.
fcr 1.00 flat M—Of ;o- � of 35.0 p f on v rhan n n-
Providea eq uat d mak ria e to r rpt eater p rl i n s. rcc)nCur1 p J 1 i" .
IS truss h2,,s 'been This truss has been i!esjg ed for a 1 O.O P ��; chord J1 j a
IBC-00. i 10ad non an .�rre.rit ''its an tier li Ier TableIr�+.P �+��I1
i 1 r � of
7
Refer to girder(s) fort i{ � +. f #E i
3ra+a`rle.l�1r1�TP truss tee
ng. Piate capable Of withstanding 94 1�b uplift a, �Oint 10 and 135 b uplift
at joint 16 -
LOAD CASE(S) St2r d da rd
scala ; *1,50,3
RIS
1971-144
4
Job
F2977
' i 1 LY
I �
T
4x4
rUSype
fNOOF I USS
(11
2
_ ; Job 'I ef'�ren 100tH na
. Inn t
-Loin mi ie inmistries, Inc. Wed Oct 1 05--59-53- 200-2 Page I
A4 =
i
k A
1-4-0
-Scale T 1:41.,7
5
11..)�
3-0
--
Pate Offsets (x,`')- F A
r"% A t% s a i,
17-11-0
x4 =
I_VALJJNtj SPACING
CLL, e atesi
fi�TC 0,36
L
DL , Cd�'.
I.
PLATES
rt(p L) -0.12 9-1,11 >999 240 MJJL 20
�. WeiChf- 9971h
TOP `CHORD 2 X 4 SPF No,2 BRACING
E30T CHORD 2 X 6 0F No TOP CHORD
Stud/StdWEBSBOT "HO
LJIDE Left X 4 SPF tuc}'Std 3-0-0
0
Max HOS
case 5)
Max Uolifti =-.I 7(ltoa
FaV 1=261 f ?Gad case ), 6 4 3 l ac case'
FORCES lb F - i r L - %y
'OPCHORS L-4. _
-11 �,�.� a
r10 537 , 4-9=940 4-8=- 11 4, 5_8-1521
Rigid Ceiling dire
NOTES
1 ) 8!1 hangers) or other connection devi �1
a .� ) shall Provided sufficient ti .
I I 8-31b uo al 17-11 -� � �. l� �� � �� �1 �' � � � 1 -he
Crated load('401.4fib down and
on d
connection device(s) i she r spo Sibiu ofothers.otto'
��� �r r�-� Of such Special
-p i y 1ru S.S L0 be conn ec ted togeth er with .1 1 ft
,l
J OP chords connected 2-S follows: . _ F� i0HQW8-
Bot om chords connected as E0ilo X 05 - 2 rows at
'Penal har* r( or other COnnecficndevice(sl
em
k .f b down and F .3r L :� rt�1.fii
t-- n be t t or e' fiord, Th sin l tr n +'t
onmects n d - j e( i the responsibility o others. Co al
DCL? t rp . �, � rx category ji; ; = � .L a
mber
4 T LLr � 7-08; Pf= .0 z oof -
R f
I :r �r fir i . 0 timet r
6) Provide adequate -Ira' �� � � r� �t , � id f +0 psi o o r; ion ancurJ nt with other i loads,
iter PGndi q. �C '
This ri designed` r a10-0 �_T�J
_ m h r��d 11 5f i odd no ri concurrent wit ny other ive Iroads per Tabie 1
607.1 of
RRter `o irder s for truss t0 !TuSs connection
70vide mecha
n1r,al i Cd
x t i r F _
t joint 6, r tfRl'i 4 �, plate cam b� OfWithstanding ,377 y U a` t . "d
, ; �� � d int Ir and 389 lb ululai t
Rr ker icarries h 1p end with
-end setback
ntInUO2on page
GRIP
97/144
y9
w Job 11"Us ; Truss Type,
Z --"g i OF TRUSS
i i
T OCK CQMPQNr-NTS-1F, ld h l f 9' 03, Dan
t - LEE tiN 0D ID7 (IID) K Qty Ply Ld
t2
r r Job J earn- (pfion i)
{100 s May 30 2003 MIT ek In dijitHes, Inc.
id Oct 05:59:53 2003 Page
NOTES
or other,r.3'rOvided s of idr t `o support concentrated load(s) 401.41b down and I 18.3[b up at
. ., hl o rd. T h e d e s r g nise I e cti o n f sucr spe-.Vial connection deo !s the responsibility of others.
LOQ() Standiard
a ) S now: Lumbar r Increase=11. 15, Mate Increase= I T 1
Unifamn Loads ( ff)
Vert.: 1-3=-86.0, -=--0, -=_86.07 - ;s 7 -
Concentrated Loads 1b
1
17- "11 - . -Cnd 3 -11.91 b d own