PLANSR00.•
vA_LEN
7 • .,
V
4
2 - % 2
e ' •
VT-
.:
_
..
. —
010
GjO
d
4' e
V7 -
r'//// - A
Sca/c: •Pe"./
1
VT- -26
— r
'txt
V7- /2
V7- 20
22= "2"
va//c y
6"-c"
VT- e
.3 qo 7/20 OR :..."/ROLW TR J.5.5
r10,rnL -5
- zzeee , - Pe e
= e'
"
6" 2
VT
12_
o"
Joust C C Ca
•.caie: '',/"
C • .3"-i ; Ci • 3. •Ve ; Ce • 3-.6- e C3 • al 26
VT-24
• - ®
— 7T- 3.2
Lt../
VT-/6
/ 4/1 Waco/ 2 641/erj
/ s / 4 4 " f oAtle_r Ao e,%5 redef of woo (J.
,./b/o1 • 7‘
0! 0 3
31 0
0000
0 000
VALLEY TZU.SSES
LAYOUT
To 5 4'- 0" sP4n PITC*- 2Ye la
3
,
%.
,./0/N7 D- /
.3 . • 0 )
.412 r 29 r
3) .824 C
7 C. 7
2
4 ✓-77• /7)
2J r• f
, 1
h ,,,,-1;'-----. �' 1 9 e i
iiM T
1 44..243 5 ii 1 f
2}.2.73• 1), TYO;
;. O' . 2.)1.4.23• `
1) 3 55 .( 3.)/9 •
2'S -2
�S / /0
/)
11
3)
ti
1\
n
.412
.616
024
:.)3.
245 32
3.)7.10
r ,
ni
—
d
30'• O
G /RDEA' TRud.S
h
,SCALE
t(CY TO L. OA 0.S AA/D STRESSES:
GoJ)• Spons.
" 34' 8 -
O
1)3.55
2) 5.32
3) 7. /0
9
/ 5143 •
2) 41.114
3) /2.686'
.5TRE5.5 D /AGRAM
/" • 3000 L87. (For /7 Gob /e Spun)
4500 (For 26'•8 )
6000 (Tor 34'•8 " " )
✓O /NT 6
3 ., / . - O ..
(4 No/ /3)
/1"
3
✓O /NT E
(3 4/01/3 )
.
k ✓0161 Naneer(For
Icc oc.ly see table !h! 6 dne
30/00). — `). ' :.
^111`1
-- G ABLE TRos3
e e o o.c.
.SECT /ON A
3C4LE 1 4
NoTt: For number of 9/rders refuired see table below. ly
i ~ 4
Ridge Line -
L--
30'- o"
KEY PLAN
6C317' i4 "•/'O'
.5PEC /F /CA 1ON.S
Girder Tru16
r
F ,JOINT C
✓0/NT D•2
for .3pec,f/cot'ono see Owy.3 / -D eveeot o1 shown
IVOaO /o bo •/ P, ,e or /500 f Indus /. or, Cons/. pir.
../0 /NT D
c/O /NT A
(6 No //6)
12
✓O /NT 0 - /
✓O /NT
J0 /NT E
MALE ELEVA /ON OF TR1/5 5
SCALE
Add 20 4aye 4'.51.0' - /0"
✓/2/ not /e eoc,3 face of
✓on! each 1 /de of)p /ic
r
• c� � -
\oCO;OOD
tO•O•O : O •J
ti io•0 : oio•O•o,
1 0•0•010•0••
o: •0,,,,�j O::f
O O C
spi,tc— 41 1 *, -4
✓O /NT C
(4 N01/3 )
tic/NT D -e
(e No. /3)
/34a 4
3 $c
✓O /NT D
�} No / /3)
• <2 O 4 "2 For ,Sable Span to 32
.1-613" . For Goble Spans over 32:
A / /oweb/e =/
Line .n P /ate.
e
GIRDER ,SPAN
To 30
Pitch: 2'p -/2
ithar rains
SPAN
.SPICK ! aeons
.
f •'•1'
7'RM. NINA AL 01
t •= 0 '
•./M/ -
Se-.
MO. 7./.Mr.r. As -
t/ *. a
/+ema7 Am
tee. I
•Z Aar -
/V -r
Cowar Saw/ Pr -
•w>w++s
nA6M
sPLC/a
•l Pm, M 144‘44.
?s =O'
sw -
,sed/'ra.D.r5T•
r IAA
CWT 601404 OM -
p
1
/- • 2 O L
STR DIAGRAM
1 0 -
(4 Am/La MAT.)
/ea L
AL TER NA TT ✓O /NT z
e
i
5PL. /CE
S1 • 1
19114. abOUT 4. ak¢:rP7
Powe 0O77 rtat 0 � .srit -� � 7
rower Al7fAt/7TL
AIC1 t
CAMIM ■01T0M C 41040
E.
JOIN rCr
�3 NA IL 5 MR PtATR)
/
M' /9 Na, /1 PE* A.
/ - o - R.
W/7 M4 /(S PE, 2.
2 0_0 •C � O�•O G O
! .
olo o00000'O
2 - • r
71
LID /NT 0
111
. MAX. TRUSS SPAN 26-8 -
144,M4S 74J5S 3RA 21 = e"
30/4/7 G"
Ref .6.611 s/» /sq
a/l04W 2
M41 GLSAS SAAN 14' -0
.long VA
. 41. /1Mw7
.W X. raves eMN 2 .-!4" 000•1 70 our Q r.0 RMG ~MI
h/4 F ELEV T /9N or TA: L/SS
-. 1- o .
JA/A/r F3
s • / :
('I AA4/L Ac4Ti)
/odor E'
II • AS
(2 N4 /L5 i t AL.GTE)
MATERIAL
/r C 4.Yw .* •rOY 'Y11PM... 4 -
•/ecdAYnOVS .O< VYN-41•.••
maws / 73 .■SrA4N/4S 411.404 AND
/MA M?A//vsM aq #a y STaiaLcro Air.
Oise •aU 710 tnna3 4.6.74" •NV1 .M
6./
k as o moyee ./41'IM AfAa/a•' •oma
A•f.vLa .a.a Ora~ 1160006 • o. Lea.SL
✓O/UT A,
•
MAC TRUSS SPAU We
(P /. le Of s�.wn)
MAX. muss SP4U 15:1" r
(P /4 uo# Sheave)
AMC TRUSS SPAN/ dl-S I!r,
(P /ole a! shown) .
M41. TRUSS SPA /A-d !
(PI./ga, No/ ?Sown)
Aux 7LU55 3A1N 164E
FYGGS LOT 3//OWN
,wax r$U s 236
R:dTi AS 34/oew
A44 Tld 3S SRAM .20-11.
PLUGS 4/07 36./CWN
MAN Tees a afa■.4 l r'
ALA Tr &MONN
SPCC /P ICA IONS
CQ�N�N� CTOR 1
!.�{ coweraa mum a/ar.10 Pair
21/ C.A. /La4TY - M6.K Amnia PL.47,1
,M scc0•o.aMar WV /tiro. 11111$41.&•216.
(*AMA/ N•Tas at M. a /acre• - GALA
•Traa /.NW /L/ •aaYa..lr gr War
4.4 rat • -215) laves MA7ff To ,44
/Nr•LL/O o.0 Qma•a.ra adage el
ri✓S•
t
✓O /jl/r
1
OSS/aw Dar
1 0L l . S £ . a•
7■rs aarw•
•••■A.4 Sara
IP MA yvases sago
o•....cnr.• ....••5...
saw.oa
,t !' hers
(4 M., . per Addle)
/: /4'PLATS
(4 Nods per pl./r)
I'- o P(472
(t Weds per p/./L)
ICY PLATS
(4 dad! per pirhr)
P/o /s ibs:hon and air•
or Top Cho/o' Beer n ar Rafter
Cut in No Chord. (4S Sh....n)
• / =sb t
.44/Ls AfA' 4.
.w /L c AIL a
/ t_'•
4 N4 14.4 not R
/ = o - 4
4 A.4 11.5 Afar A.
LID/NT Ai --
Nore; Pbhc P0.,/.M
3r 6 fir f. // 1.4
Ov.rh.nt. (AS "..an).
-
Auss snui
24:-
'.. ss
muss r•26-M' •
WOOD TAM Se DJS/da
N
SO Cos"
/ILL I at io. end 47 p0- LOCRA. 414,
ago r // / /rT
Worm Iowan .o• M 4 - ••• •
1110011111111. itDl /YIN/ So .4A-it
MAL Y sirs
/
/ 24 (Tye.
/ \_
b
O
0
•
d
h
i
0 '
AI
.,
,
J
It c.'
,tG 4;o 4:0 4 ,_ G .. 4 =4
b
I
1
c
d
h
i
z 7 /
7 Jo,NT 0 " ,, -Nc'i r plCt'e.', to be /nslolied
on both feeds of truss
G L
3' •
No.E
Comber bet ,- --- -
ch., el 7 /e" of center
Jd,NT
✓o, v7 E
o' 1...,4•.
— - ' lL—
So. Q/
. • • .t
bl •••••1•!t 14,E
• •
, s,
o
TRUSS 26 -/
ST /?ES�
DIA /PAM
1" Tr r.
SCALe Y.. ,'-o"
- E C 185.
d
G' G'
,JOINT 'L!.'
Al/onto/61e e / /ne
n pro
.
0
1Z 0••09
tna,de edge 9' - support
JO/Nr " E"
c
✓0 /NT F°
c/o /NT K
/2
P
j I'o" Otto
JmN r'A"
DIAGRAM
Nods per plat.)
Y.
6
1c
d
9
Truss t - t — .
(3ym., A bo ✓, "l
1
,J /NT C
(3 No, /s per plate)
1^ 3,3 ,
Jy mm about
,IC/NT OETA /LS
JO /N T G
(3No, /s pe, pia J-)
1-
JorN7" H '' ry \
2 r 4 L T U
2'0 5'b' 1
9
0 b
}
}
cut
Ana ,n p /ate
9
f
✓ o /NT
(S Nods per p /ate)
2.4
/8 Oo Car,. /P.
--Bend R flush
Nercl Ned. /0 be /%r" "Strome bo /d. Neils
Jo /N U
/2 2 n
Jo,Nr - F"
Afro,' Co,rber bottom chord sb"@
LL i ' Connector plates to be Installed
on both faces of truss
c
h
▪ 4.6 - • • -N
k ' - ' 9,e e • •-v
I `� -- as s•a,i.r•i4 . „
ip ]'2 v J • 7i M
J /`3" ,
lo/NT D
(7 /1oJe per p /a/,)
JOINT %/
(SNo, /b pr.c /o /c)
JO /NT M
(4 No //s per /h /e/
HIP TRUSS 26- /H/
SCALE: 's "•/' -o'
64
ST/?E55 DIAGRAM
I " 800 L135.
26- 0'
4 =0" 5 =0'
d
TRU55 DIAGRAM
2
f l
2.4
`4 � r•Je _--I
= G'
z,.
— 2 '4
N / p l o t ,- , /ii"
G =_
O.✓TR /o02n "A"
.5=G
a
b
c
d.
Taus4 26 -/
Hip Muss 26- /H/
Hrp Tayss 2 6 - 1 1 i 2
Hip reuse 26 - 1H03
H/p Outr,99er
Syrnm - - -:,t
0
To1Nr K"
JO,Nr L
0"
For sp /Ice see Jo nt '
or //us 26 -/ '
NOTE' Camber bottom
NOTt! Connector ,O /a /es to be ,nsto//ed
on both faces of truss
h
f
TRUSS LAYOUT
OUTR,6GE2 '.O
f-0
HIP TRUSS 2C - /H2
To "G'
2
SCALE
2.4
/3.0"
Y." . / =o
chord 'is'@ t
/ " 800 LBS.
Ou /rryyers
26 =0'
Nor,! Truss span 22'8" to 24
(outside watt dimension)
Joins
O "J"
-
4 -6 _
STR ESS DIAGRAM
TRUSS D1,46 RAM
24'Oc
/ -0"
f
7i 2 ,
//
7.
Our ,a6ER C"
Truss t.#
(Srmm Abv.4
/ donor . 0'
2.4
SpIce ✓o,Nr P - r. J ,,NT Q"
G ._ o .. r4eLr -
. 4
--I wen dare
Of/TR /04ER D
"e" /'0"
/3' -O"
Nord Camber bottom chord '4'co t
Nord! Connec /r p /ot s to be /nstol/ed
on both faces of truss
2r 8(r-'0o4)
.. - 4
ti.
0 , }. L < f
I S.;, 4 4 1 -
S0177 do,er'/4
«= 2 ✓o,NT 'N
2 r 6
-44.4 J
h
HIP TRUSS 26- //NG3
Z.
50"
e
/1/07 Top ..nem be. of ou/r /o hove spec,o/
anchors co,.00b /e of /ions , ,, /tiny /tie
fo / %,vino /0o ds:•
p 0 s ie •OO'
au /r Egger :4" .36o'
'8 360'
„ C ' 210"
o /eo'
Bo / /o,, a/ ou • /,-,yg ers /o be toe na,,'ed each
`ace ,v, /4 2 - Bd o0, /s.
10,41.6: vs" • /' -o"
C — }
4 /45
• 2,
d
TRUE - S _DlA RFi/♦
SPEC!FICATIONS
IVoon : To be r/ P: ,- 5.
-Je ,'2r ,sees.* nhr - e r. -.'"-
:_e,.re_',r ro be 20 gage e/ectro. rgo
perforetea',v //h teeth, or manufactured by
Empire Roof Truss Corp. P/o to to be grade
C, min tensile strength 55,000 PS./, occord/n9
to Ten/at/we Specs. for L/9ht Gaye Struct
O:,0/sty F /at Not Rolled Carbon Steel
(A..3.T.M. Des'ynot/on: 4245)
A LLO wAe t.s U ,r. Ste,., : '/ PINS
c ,n 00ra //ei to yro,n 1350 as, /20o psi
CI-Comoro:. or perpera,LV/0r to :., ---}}} 390 psi 390 17+; f_E <ir „ne fiber In ber Or /ers:/n�ISOO p ti /500 p,:
E- Mo dui., of E/ost , 090 '74444o
CONNECTIONS- Soto ■vor.i/n9 /ood' 177 Las. pmr 'p/u
based on u /trm ate /ood, 530 tas per
'P /u9
Factor of safet
o TF A.7a nVe Ivor .5 /- -'. - -e •
DE516N LOADS
00ad load on roof 20" 1t#
L,vo /end On roof ?sr /r> r/
Dead /ood on co, //n9 101/4o ev
rota/ der /oh .i s.1 a.,-/s, ft
.2
--I 6
-14.
T srFNDgzo st A
TRUSS SPAN
to 20' -8"
Pitch: 2Yz: /2
26 -, -0 !er
,v000 TRUSS DE.516NS or
1. RO CORP.
/020 E _32 S7. HIALEAH, FLA•
1I_
-'a
Pi- tid
+
- 1/4r-oyfrz L:
- 3. 17 ,9 1 treN`
; ms ", @`` '/T
/d / /')"r
` v / i
_y,