HomeMy WebLinkAbout0004.92 Truss Plans11
r'PE.TY�B` 69'720;1 103s' 9/29/89
z OF 14'
L4R
T
3. 8
3-05-02
TC 5-02-10 4-04-II 4-04-11
BC 7-04-15 6-07=01 E
20-00-00
TOLL- 20.0 PSF SPACING ='2-00-00 REACTIONS MIN L/DEF- 28'[0.69"= 485, CAMB= 0 3/8"
TCOL- 10.0 PSF INCR:P-1.:,15; L=1.15 (CBS) BRG(IN)20 GA.,',PT%',PLATES 199.PSI' GRS (MAX)
BCLL 0.0 PSF BUTT CUT= '0 1/4" J 1- -1120 3.5
BCDL= 10.0 PSF J 7'- - 112 0 3v5 r"' •,
TOM KOPYDL%SKI ;:!PF\ P.. pr'<
CONFORMS TO TP.1 REPETITIVE INCR .'- T ! !•
- TOP CHORD - CSR- 0.7,86----- ---'BOTTOM CIIORD:7 CSR= 0.806--- ------- WEBS - CSR- O.874------
2X 4 1650E-1.5E M HF 2X 4 1650E-1 5E`11 HF 2X 4:STD/STUD 'HEM FIR *EXCEPT* 110 700 5
C 1 3977 C 2- -3595 C 3= -2504 C 9= 2991 00= 3666 W 4 IS 2X 4 STUD GRADE HF Z
W 1= -361 W 3- -691
W 2= 525 W 4= 1976 ` <4
. c��•,nDIE�
1. ALLOW FOR HORIZONTAL_ MOVEMENT OF 0 1/ 2 INCITES (MIN) AT J 7.3/DwAL
ILOK
VO8.`39
TTPE 635
4
3- 4 y
-02 1 3-08-14
DC ) 8-00-00
I 5.00 1
3-02-09 12
_I-3-OB-14 9-03-
8-00-00
'16-00.-00
TCLL= 20.0 PSF SPADING r 2-00-00 REACTIONS MIN L/DEF- 16'/0.16"a:999, LAMB- 0'1/8"
TCDL- 10.0 PSF INCR:P=1.15 L-1;.;15 (LBS),BRG(IN) 20 GA. FIX PLATES 199.,PSI GRS (MAX)
BOLL- 0.0 PSF BUTT CUT- 0 I/4" J I- -640 3.5
BCDL- 10.0 PSF J 5- -640 3,.5
TOM KOPYDLOIISKI
INCR
TOP CHORD - CSR='0.356----- --- BOTTOM CHORD - CSR110.495'-FORMS -- TPI REPETITIVE 3--
_____ - --------- HERS -CSR= 0.73-
2X 4 1650E-1.5E M HF 2X 4 1650F71.5E M HF 2X 4'STD/STUD HEM FIR
C 1- -1620 C 2- -1200 C 6- 1404 W 1- -336 N 2- 1215
A
11U � ��'i:i 17�1e7
I LUK
V08.39 �.
t3it IQ
,da
i �+o
WI.
,,,.,1.,,,,;,,
L A. EF t/!�':
STATE 0F
•i'J
[••• .•••tea
;P�ma. li
p'm boa .N
9 a.Oc P�pl
cPpoe2
+ Al
Eaa+EA
i--C_
o,oEv g;
c 2 'S 3 c
p T g p n
��- *a
O + - GO C
C. O ••
q :o�opmY
yy o -o
S$P= u c
S.em"ao
a Ec
ocep Ctp
e Pa S n'TO
o V
Aame'0=
$P=8
�d 0
cc o
P <P-2a
p=t:V;z F0
[ 2i
e
w p'_ 2 a.o.Z
>BamEgoz
2'o E c v + b =
p O _Y c. a Vl
w E e o P o o E
„a
p` a'<<-!^Zvm
Lo'.i
oCo2angw
S r.m c +
am
i
c ail
LL
JOB 8,97201
TTPE 6GO 9/29/89
3 ,OF 1;
r it
T
3, 4 -
3"4
9�
r
TC 1 5-02-03 1 4-09-13 4-09--13 I_
BC 10-00-00 10-00-00
r�
20-00-00
TCLL- 20.0 PSF SPACING - 2=00-00 REACTIONS MIN L/DEF- 20'/0.05"= 999, CAME- 0 1/8
TCDL• 10.0 PSF 'INCR:P-1.15 L-1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX)
BCLL• 0.0,PSF .BUTT COT> 0 1/4" J 1- -799 3.5
BCDL- 10.0 PSF J 5- -800 3.5
TOM KOPYOLOUSKI
CONFORMS TO TPI REPETITIVE INCR
----- TOP CHORD - CSR- 0.367
2X 4 165OF71.5E M HF
C 1- -907 C 2- -666
--- BOTTOM CHORD - CSR- 0.541---------- WEBS - CSR- 0.308-------
2X 4 1650E-1..5E M HF 2X,4 STD/STUD ITEM FIR
C 6- 726 H 1- -247 11 2- 510
001 G olug
5-
1LIli(
VOB.39
4•�
3' 4
01
``1t\P��t.A7rPC'
\STEREO, C,'�':
ti � Q-
�' I
_ . W
.t ATE OF c
�o r✓DI Ak' J '
70PI AC
c
a:�m=gw
cm�oE jN
p o,o 5a m.
c t_
j-O C O P� O
V.S S N OO
co �mai.
c o
c " o O
gmgm=_a-n
j L V p O b
30 V q
m pig.-i6>9
- �
•aoeo3=_
q o,_Yoo_
a o oGN. m j o
-q
O O O Z V iEG
�C<COP.
TV f
- m o 0 o V E O
:og`8gmz
2SE g•' v�
o m m E m c e N
c E p o o m w
mp O`V>O
Vnm mqF
2
a<
�msvaYdO
<Bca Eo.E�'
tco��agw
c o,mq`ao
°nmm6 00
uw
o$gnE_ F.9
Y Vn Oq OEN
cac n.c Em
ego O>
8.5
YLOA Aspr
J'OB`=897201
TTPE 600 9/29/69
6 OF 14
3e4 z 3e8
TC 4-02-03 1 3-09-13 3-09-13
8C 8-00-00 B-00-00
1G-00-00
TCLL- 20.0 PSF SPACING - 2-00-00 REACTIONS MIN L/DEF^ 16'/0.03"m 999, CANB- 0 1/8"
TCDL= 10.0 PSF INCR;P•1.15 L•1.15 (LBS) BRG( RI) .20 GA. P..TX PLATES 199`PS1 GRS (MAX)
BOLL- 0.0 PSF BUTT CUT- 0 1/4" J 1= -639 1.5
BCOL- 10.0 PSF J 5- -640 3.5
TOM KOPYDLOHSKI
CONFORMS TO TPI REPETITIVE INCR.
----- TOP CHORD - CSR- 0.250----- --- BOTTOM CHORD - CSR= 0.361--- ------ WEBS - CSR= 0.248-------
2X 4 1650E-1.5E M HF 2X 4 165OF-1.5E It HF 2X 4 STD/STUD HEM FIR
C 1- -724 C 2• -533 C 6- 579 N 1- -197 11 2= 410
4-02-03
ILUR�
V08.,39
--�
KS
O.s
W3 i
;d
i!`o
w.
,....
1 \� EA?
G////1//' P , •, f
I STAT Ep OF
'41......... ..
S V 'O PPq
cm�o'v jW
^Pm N
E a� So
O i oY-1.'
p Po �+-
]3
o
n
V O a G O m
^o_c=°wo
m m@ m yy o O,
P L m
@.ag3srm
^om"B3
N
a000i,�sQ
0
^0000 E�`
too :po
o. m E o c m W
= n m� S X• z
u
2
a'g o u — ' u • —
Rt;s:egw,
Y ycmc �_
L mp• ^N�
i nO.Q
] C m t m O U
a po�E aN
=S;.w
0 3 0
sa�x��1���
I
ILUK
V08.39
J02 897'201
TYPE 999 9G29/89
5 OF I+
m
N
O
3- S
3,4
3.4
3 8
TC 6-03-00 5-08-08, 5-08-,08. I
BC 9-01-04 0-06-12
re
28-00-00
TCLL 20.0 PSF SPACING a 2-00-00 REACTIONS MIN L/DEF-'28'/.0.10'- 999„ LAMB- 0 1/8"
TCDL- 10.0 PSF INCR:P.-1:15•L-1.15 (LBS) BRGGIN) 20 GA. PTX, PLATES 199 PSI GRS(MAX)
BCLL= 0.0 PSF LFT BUTT- 0 1/4" J 1- -1120, 3.5
BCDL- 10.0 PSF J 7-1,120 3.5
TOM KOPYOLOWSKI
5-08-08 j 11-07-08
10-04-00
- CONFORMS TO TPI REPETITIVE INCR
----- TOP CHORD - CSR- 0-.553----- -- BOTTOM CHORD-•,CSR- 0:612--- -------WEBS - CSR= 0.512-------
2X 4 1650E-1.5E M HF' 2X 4 1650E-I_.5E M IIF 2X 4 'STD/STUD HEM FIR
C 1- -1881 C 3- -924 C 5 0 C 7- 679 C'8- 1256-C'9= 1682 W 1= -333 W"3= -621 W,5= 213
C 2- -1630 C 4- -924 C 6- -138 W 2= 468 W 4= 484 W 6 -1109
1. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE'WEBS/CHORDS AS INDICATED ON THE' DRAWING
00T 02.1989*
3- 4 =
IV�,�
...,. �s„v., All-
i
i
VO8.
JOB 89720I
TYPE 600 9/,29/89 11 4 I,I
8 OF '14
Lon
3r 4
4 = 3. 8 z
J.
5-03-04 I 4-08-12 I
5-03-04
BC L 10-00-00 I 10-00-00
20-00>00
TCLL= 20.0 PSF SPACING - 2-00-00 REACTIONS MIN L/DEF= 20'/0.08"= 999, LAMB- 0 1/8"
TCDL= 10.0 PSF INCR-.P-1.15 L-1.15 (LBS)IBRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX)
BOLL- 0.0 PSF BUTT CUT- 0 1/4" J 1• -800 3.5
BCDL- 10.0 PSF J.5- -800 3.5
TOM KOP.YOLOWSKI
CONFORMS TO TPI REPETITIVE INCR
---- TOP CHORD'- CSR- 0.396--.--- --- BOTTOM'CIIORO CSRzll 0.599------------ WEBS;..--CSR= 0.391-------
2X 4 1650E-1.5E M I1F 2X 4 1650E-I.5E M_ IIF 2X 4 STD/STUD HEN FIR
C 1- -1211 C 2• -894 C 6- 1083 W 1- -324. W 2= 516
pA. .rnrrr..r..
\STE/21'0 '
yAr
I
0
4,
�Y it
.m
s
W
{
v S4 a'v �i
,q..,2amS i
m OL ml�mil
a..a a3 fed,
O
V
C O �np-.qV�l
mlm @ mc'o-
ff2
4.qO y"j m. Tm
v m o 3
C 0
a'v o m o 0
'�. g_ 5 a n •' O
�'vv of 36a
pmp@o=n`oZ
J. 9. oz
c-6 Ep Y q m
L _. n.-
o'u o E-.m c avr
m
y _ F
`m y 2
LVpum nqF
C O m a . m 0
3-�=m OSQ
O q O'CcO O
o E',�,a-�=.i'N
ILUH
VO8.39
j/0B`:B97,201
iTYPE 700 9/29/89
I l 1 OF 14
m
0
0
r
3. 5 -
3r4
4, 9 III
TIC 7-03-04. 6-00-12
BC 9-06-03 8-11-11
28-00-00
TOL
LL- 20:OfPSF SPACING
TC• 10:0'PSF INCLING = 2
2-00 00 REACTIONS MIN L/DEF= 28'/0.16"= 999, CAMB= 0 1/8"
`L-1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 199 PSI GRS (MAX)
BCLL- 0.0 PSF BUTT CUT 0 1/4" J 1• -1120 3.5
BCOL- 10.0 PSF J 5= -1120 3.5 .•II••r,
TOM KOPYDLOUSKI �.•'A PL j ,, `'•.
CONFORMS TO TPI REPETITIVE -IHCR �.� Q O '•.
TOP CHORD -,CSR= 0.720----- BOTTOM CHORD CSR= 0.633--- =-- UEBS - CSR= 0.362------- ,� �V '`�O E� •�
2X 4 1650E-1.5E 11:HF 2X 4 165OF-1.5E H AF 2X 4 STD/STUD HEM FIR '
C 1- -1803 C 2 -1582 C 6= 1091 C 7- 1613 H 'I`= -377 W 2= 600 o.
- 1ATE OF
• ��-[ .(\q _ ���.• /OVAL
it
I
I
P%,
t
oW
=p
W
REACTIONS MIN
(LOS) BRG(IN)
J 1- -5040 4.2
J 7- -5040 4.2
28-0D-0D
L/DEF= 28'/0.34"- 995, LAMB- 0 1/4"
20 GA. PTXPLATES .199 PSI GRS (MAX)
" SEE NOTES ON GIRDER,. MULTI -PLY "
CONFORMS TO TPI NO REPETITIVE INCR
---- BOTTOM CHORD - CSR- 0.799---
2X 6 165OF-1.5E. M JIF
C 7- 8190 C 4- 6614 C11- 8190
C 8- 8190 CIO- 6614 C12- 8190
f
lioB 3972.01
TYPE 1200 9/29/69
7 OF. 1'4
FLU
Ob 4-
IS J 4. 415
15/e -
10= 2-4 V z 5 8 = 4.6 = 2-4 III
155, I55 4,6I55 155 155 155
5-03-00 1 4-04-08 1 4-04-08 1_ 4'-04-08 4-011-08 5-03-00
TCLL- 20.0 PSF 'SPACING - 2-00-00
TCOL 10.0 PSF INCR:P-1.15 L-1.15
BCLL- 0.0 PSF BUTT CUT- 0 1/4"
BCDL- 10.0 PSF
TOM KOPYOLONSKI
----- TOP CHORD - CSR-_0.636----
2X 4 165OF-1.5E HI'
C 1- -9156 C 3- -5634 C 5- -7395
C 2= =7395 C 4- -5634 C 6- -9156
-- WEBS - CSRm 0.971-------
2X 4STD/STUD HEM FIR *EXCEPT*
W S IS 2X 4 CONS ITEM FIR
W 1= ISM W 4= -2341 H_ 7- 2388
W 2- -IH6.N 5- 4908 4 8=.-.1836
W 3- 2388 N 6- 72341 W 9- 1588
1." 2 PLIES MUST BE SECURELY FASTENED,TOGETHER TO ACT AS A UNIT, ATTACH,EACH . TOP CHORD PLY TO THE NEXT WITH 1
ROWS OF 10d NAILS 12"'O.C. STAGGERED, EACH BOTTOM 'CHORD WITH I ROWS OF 10d NAILS -5" O.C. STAGGERED AND
ALL WEBS WITH 10d NAILS AT 12" O.C.
2.' THIS GIRDER TRUSS. HAS -A BOT CHO MAX TIE-IN SPAN OF 16.00 FT AT 40 PSF,.;
3. ADDITIONAL UNIFORM LOADS: C 1- -15.0 PSF, C 2- -15.0 PSF, C 3= -15.0 PSF', C 4---15.0 PSF,,
C 5- -15.0 PSF, C 6- -15.0 PSF,,C 7- 155.0 PSF, C 8- '155.0 P,SF, C 9- 155.0 PSF, CIO= 155.0 PSF,
CII• 155.0 PSF, C12- .155.0 PSF.
4. 'THE CONNECTIONS AND'/ORMEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE
RESPONSIBILITY OF CONTRACTOR AHD/OR'BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS.
V
Tip
]'
0
e4-]0 =
•' A• Ft�f� ••
�X•.•V\cT E:, J•..: •j
1700I'jU.
i LrH�E OF
yN�DI P` •�
c53p.o
S.UvV .S C W W
e p,p�Of�
O L O V O
O
u wa'c-,v o3
p.0 M
O q = O.L M
-. pO
e O t 0 C'C
_ n
�ag_erm
q '9 Epp=5
a � '
o„ a
Ca CO a]Q
�e'o i0 o.2 E-
F eoc��QZ
F z
E & E 1!
O V I o L n N
n c E E e o= w
$n nPgcae�
L - p
O ^q
'
-t --O a=go
O O` TZ C u W
]OO C'OTYO
04'!
DOT 02,190J