34-006 (4) e05/22/2002 15:29 FAX 518 828 2891 P & R TRUSS CO.
N' 101N
Tr
I � m
i o
i
i
i
i
i
i
II i
II I
i
II I I I II I II
=j
rf
05/22/2002 15:30 FAX 518 828 2891 P & R TRUSS CO, 003
�o a.ww
!�N
►> o u�vi O
Wi r
N m
a o�,mruaN
Lo rk a-N d
V pa y a w
f u� u a
c a � oafwaaz
mQ
o0
u
CL x
}
W p W �a E—e 11J
In�.: z O c=n
121
xy� gg
111) 9
y� Q E �
413 o p�c
fJ mmU e= � F-j i -C4 UEf,� O c
l
C w
ch
`u 12��o ¢
vWiC 4p'. 4 lh�o p ,te Che �tf� 8 b
a s
e W
"o
zU�Ud a F�FO" J a v
gy �
+I. d LLqq n x
9L fn
ell
R �
�Fm a N �% ch �A p� gig ii
Yom! � CYCyyq IM111� �Z r C c3V�JC a e tl -
F
i H y~ 7CuWi � �}a8 9
ku
zo
� flF7Rg5� Tfyj��
❑❑$
i � G7 W 'r C7 W�2NGz
Lt pp p 8
Nil
Yi y2
y6$1� Wo41yT y o�o� w°III W s.EeP�
m Ocoz d �O�pW 02 SRbffj?D in `� m� oo �EOO� 0,
H p y r LLm O m0 W ��}}2. Z w,..,N Nm ao0 yp
Z�l C Ii UInN r tqa §W.8�0(((2.f ffiG
��HHOO nNW�G�oui42w �04 au. t�c� Woo -g�
105 -�R5RG6 y��{=WMWI p �3 .?� ��An �',� .7
b4u m i1
, U1 aagj Wd a[ Z 4�u g' P+t 999�W
05/22/2002 15:31 FAX 518 828 2891 P & R TRUSS CO. l�uU4
job Truss Truss Type Q ply
021-12295 T2 FLOOR 3 1
o t__
P&R TRUSS CO.INC.,HUDSON NY 12534 4.201 SR1 s Nov 16 2000 MITek Industries,Inc, Wed May 2216:01:40 2002 Page 1
2-6-0 4-3-g i
Scale=1:38.5
2x5 11 1.50 11 20 11
1,5x4 =- 4x5 = 3x6 FP- 3x4= 1.50 d 1.5x4 11 3X4= 1.5x4 11 4x5 = 1.5x4 =
1 21-4 3 4 •5 6 7 4-181 9 10 11
T
19 '� 3 17 6.'6 7 5
rr
/ —14-
18 17 16 15 14 13 12
4x5 — 44 = 4x4= 4x4 = 3x6 FP= 4x6 = 45 =
10-6-0 11$Q 2M-0 I
22-3.0
15:0-1-8 Ede 18:0-1-8 Edg e l;[
Plate Offsets X,Y): [1:Ed a 0-1.8 12:0.2-O,Ed a 18.0-2-0,Fd na1„,19:0-0-12,0-1-81,[20:0-0-12 0-1-8
LOADING (pst) SPACING 1-4-0 CSI DEFL in (Ioc) l/de0 PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(!-Lk -0,20 16 >999 M1120 1971144
+ TCdL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.28 16-17 X935
SCLL 0.0 Rep Stre6S Incr YES W6 0.44 HOrz(TL) 0.07 12 n/a
BCDL 5.0 Code SOCAIAN8195 (Matrix) 1st LC LL Min I/defl=360 I Weight:94 lb
LUMBER BRACING
TOP CHORD 4 X 2 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SPF N0.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc gracing.
WEBS 4 X 2 SPF Stud
REACTIONS (lb/size) 18=802/Mechanical,12=802/0-5-8
j FORCES (lb)-First Load Case Only
TOP CHORD 18-19 68, 1.19=-68,12-20=-68,11-20=-68,1-2=2,2-3=-1730,3 4=-1730,4-5=-1730,5-62370,
6-7=-2370,7-8=-2370,8-9=-1730,9-10=-1730, 10-11;::-2
j BOT CHORD 17-18=1011,16-17=2174,15-16=2370,14-15=2174, 13-14=2174,12-131011
WEBS 2-18=-1239,10-12r--1239,2-17=891,3-17=-162, 10-113=8911,9-13=-162,5-17=-549,8-13=-549,
5.16443,6-16=-124,8.15=243,7-15^-124
NOTES
1)This truss has been Checked for unbalanced loading Conditions.
2)Refer to girder(s)for truss to truss connections.
3)This truss has been designed with ANSI/TPI 1-1995 criteria.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails.
j Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
i
i
Job , Truss Truss Type Qty Ply
02H2295 T1A FLOOR 1 2
(optional)
P 8 R TRUSS CO,IN N 12534 4.201 Sfi1 s Nov 16 2000 MiTek Industries,Inc, Wed May 2216:01:47 2002 Page 1 j
Scale=1:76,6
Special i
6x10 = 3X6 FP=
2x5 i 1 1,5x4 11 3x5 11 1.5x4 11 26 1 i
1.5x4 ?4x7= 3x6 FP= 3x5 11 3X7 = 1,5x4 h 3X4 1.5X4 11 34 = 1,5x4 11 45 = 1.5x4 =
1 j!4 34 5 6578 4-118 9 10 11 12 13 i4-17 15 16 17
2$8 9 0 3 IPT -2 / `�� 9 3 13020 15119 ".�1 30 30`?{0
? " 21'2
28 27 26 2524 2322 21 20 19 18
4x6 = $x10 Mill 8H FP= 4x4= 3x6 = 4x6 = 45
48= 3x4 = 4x4
4x7= 3x1D M1116H FP=
15.7-8 1r�4�8 32 0-0
— i
32.0.0
Plate'Offsets(X,Y); [1:Edge,0-1-8],(2:0-3-0,Edge],(6:0.1-B,Edgej, (7:0-1-8,Edge],[8:0-1-12,Edge],[14:0-2-4,Edge),[16:0-24,Edgej,[18:0-2-0,Edgel,
19:0-2-12 Ed e, 20:0.2-12 Ed a 22:0-1-8 Edae], 23:0.1-8,Ed9e],125:0-2-8,Edgel,(29:0-0-12,0.1-81,[30:0 0-12,0-1-8�
LOADING (psf) SPACING 1-4.0 CSI DEFL in (loc) I/deft PLATES GRIP
TOLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.62 23-24 >612 MI120 197/144
TCDL 10.0 Lumber Increase 1.00 8C 0.99 Vert(TL) -0.88 23-24 >441 MII16H 1411136
SCLL 0.0 Rep Stress Incr NO W6 0.74 Horz(TL) 0,16 18 n/a
BCQL 5.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/dell=360 1 Weight:289 lb
J1 LUMBER BRACING
I TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals,
SOT CHORD 4 X 2 SPF 165OF 1.5E DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
WEBS 4 X 2 SPF Stud
I
REACTIONS (lb/size) 28=2066/0-5-8, 18=1544/0-5.8
FORCES (lb)-First Load Case Only
TOR CHORD 28-20=-68,1-29-68,18-30=-69, 17-30a-69, 1-2=-2,2-3-5208,3-4=-5208,4-6=-5212,5-6=-8965,
6-7=-8072,7-8=-0030,8.9=-8193,9-10=-8187,14-11=-8187, 11-12=-8187, 12-13=-6450, 13-14�-6450
14-15=-3782, 15-18=-3782, 16.17=2
DOT CHORD 27-28=2778,26-27=7636,25-26=7636,24-25=9030,23-24=8949,22-23=8187,21-22=7390,
20-21=7390, 19-20=:5229,18-19=2048
WEBS 2-28=-3412,16-18m-2514,2-27=3011,3-27=-35, 16-19=2149, 15-19=-167,5-27=-2986, 14.19=-1793,
7-24=22, 14-20=1513, 13-20=-990,8-24=103,12.20=-1164,8-23=-910,9-23=369, 12-22=939,
10-22=-418,6-25=-1347,5-25=1955,7.25=-135
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)All plates are MI120 plates unless otherwise indicated.
3)This truss has been designed with ANSI/TPI 1.1995 criteria.
4)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies,
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.16d nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means,
6)Special hanger(s)or connection(s)required to support concentrated load(s)1290,01b down at 9-7-0 on top chord.
Design for unspecified connection(s)is delegated to the building designer.
LOAD CASES) Standard
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:18-28=-8,7, 1-l7=---66.7
Concentrated Loads(lb)
Vert:6=-1290.0
vvr ..r.r a.v Vi tv.vc an1a vtv vr., .,,„y
tab Truss Truss Type Qty Ply - --'�
02HZ295 T1 FLOOR 25 1
_
(optional)
P&R TRUSS CO.INC.,HUDSON NY 12534 4.201 SR1 s Nov 16 2000 MITsk Industries,Inc. Wed May 22 1609;05 2002 Page 1
rT i:t p i
°'f• Scale=1:76.61
jL
3x6 FP
2x5 I I 4x7 1.5x4 11 1.6x4 11 2x5J I I-
1.5x4 = 3x6 FP= 4x4 = 1.5x4 I! 3x4 = 1.5x4 11 3x4 = 1. x4--_-T.6x4 II 4x7= 1.5x4 F=
1 1.32 3 4 5 §.10 7 8 9 10 11 12 14 15 16
2 7 4- 5 6 // ``.. 8 `� 12 20 d`17kiL
'28 2g 4
3-2�--- �/~ �1 �9
26 25 24 23 2221 20 19 18 17
4x6 = 4x8= 3x12 MI(18H FP= 4x6= 48 = 46 =
46 = 1.5x4 SP= 3x10 M1118H FP=
44
4x4 =
15-7-8 16Ar8 32-0.0
32-0-0
Plate Offsets(X,Y); (1:Edge,0-1-8),[2:0-3-0,Edge),[5:0-1-12,Edge],.{13:0-1-12,Edge),[15:0-3-0,Edge],[17:Edge,0-1.8],[21:0-1-$,Edge),[22:0-1-8,Edge],
2{ 7:0-0-12,01-81,[28;0-0-12,0-1-81
LOADING (psf) SPACING 1-4.0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL); -0.79 22 >483 M1120 1971144
TCDL 10.0 Lumber increase 1,00 BC 0.95 Vert(TL) -1.08 20-21 >351 M1118H 1411138
SCLL OA Rep Stress incr YES W8 0.74 Horz(TL) 0.19 17 n/a I
BCDL 510 Code SOCA/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:134 lb
LUMBER BRACING
i TOP CHORD 4 X 2 SPF No.2 TOP CHORD Sheathed or 4-8-7 oc purllns, except end verticals.
I SOT CHORD 4 X 2 SPF 1650F 1.5E BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing.
WEBS 4 X 2 SPF Stud
REACTIONS (lb/size) 26w.,1160/0-5-8,17z'116010-5-8
FORCES (lb)-First Load Case Only
j TOP CHORD 26.27 -68, 1-27=68, 17-28=-68,16-28=-68,1.2�-2,2-3=-2717,3-4=-2717,4-5=-2717, 5-6=4342,
6.7=4342,7-8=t-4936.8-9=-4936,9-10::t4936, 10-11=-4936, 11-12=4342,12-i3=4342, 13-14=-2717,
14-15=-2717,15-16r--2
BOT CHORD 25-26=1510,24-25=3649,23-24-4762,22-23=4762,21-22=4936,20-21=4762, 19-20!=3649,
16.194649,17-1 81 510
WEBS 2-26=!-1853,15-17=-1853,2-25=1496,4-25r.-163,15-18=1496, 14-18=-163,5-25=-1164, 13-18=-1154,
5-24=859,6-24=-167, 13-20=859,12-20=-1 67,7-24=-520,11-20=-520,7-22=216,8-22=-108, a`
11-21=216,9.21=-108 y /`
NOTES
1)This truss has been checked for unbalanced loading conditions, ,
2)All plates are M1120 plates unless otherwise indicated.
1 3)This truss has been designed with ANSIiTPi 1-1995 criteria.
4)Recommend 24 strongbacks,on edge,spaced at 10.00 ac and fastened to each truss with 3-16d nails. s� -
Strongbacks to be attached to walls at their outer ends or restrained by other means. p
LOAD CASE(S) Standard