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GENERAL NOTES;
OB; MOORES LA. DEV. BUILDING 2
DO NOT CUT TRUSSES OR USE DAMAGED TRUSSES. THERE WILL BE A $50.00 OUST; B B k S TREATED LUMBER CORP.
PER HOUR ENGINEERING FEE TO REDESIGN CUT TRUSSES. TITLE: WOOD TRUSS PLACEMENT PLAN
SEE TPI-HIB91 FOR IMPORTANT HANDLING, BRACING, AND EREDCTION
RECOMMENDATIONS. SEE INDIVIDUAL TRUSS DESIGNS FOR PERMANENT LATERAL
WEB MEMBER BRACING. FAILURE TO FOLLOW THESE RECOMMENDATIONS NASSAU SUFFOLK LUMBER & SUPPLY CORP .
MAY RESULT IN BUILDING COLLAPSE AAND/OR PERSONAL INJURY.
ITE IS
SNTHEI SOLE RESPONSIBILL TRUSS IITYFOR OF THECIFIC LOADING AND PURCHASER TO VERIFYUANDDAPPROVE 5 1 7 LONG ISLAND AVENUE , M E D F O R D NY 1 1 7 6 3
ALL PURCHASERSASSUMES IONS DRESPONSIBILITY FOR DETAILS PRIOR TO RCOORDIINATIINGELEASE FOR ATRUSSTI ON. PHONE (5 1 6) 289 -6900 EA X ( 5 1 6 ) 289- 6907
INSTALLATION WITH OTHER BUILDING TRADES.
NOTIFY NASSAU SUFFOLK LUMBER OF ANY CHANGES OR DAMAGED TRUSSES
IMMEDIATELY AT (516) 289-6900. DWN BY; RT REV; PAGE /� ^ OF
DATE; SCALE: 1/4" = 1 FOOT
===< < < <A.C.E. S Version 5 . 7> > > >======= [ 005026 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS .LUMBER.CORP. Tue Sep 20 16 : 53 : 42 1994
Project # : MOORES Truss ID : M1 Family # : 21
Span : 37-8 Quantity : 14 Top Pitch : 5 . 12
Seat cut : 0-5-8 Bot pitch : 3 . /12
____________________
-------------------
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE
1-2=-3897 8-9= 8112 2-14= 119 11-13= 3812 1=-2060 5.50 lot2-3=-3205 9-10= 7015 2-13=-661 8=-2060 5.50
3-4=-6804 10-11= 5418 3-13=-2027
4-5=-6819 11-12= 59 3-11= 3326
5-6=-6675 12-13= 0 4-11=-275
6-7=-8028 13-14= 3567 5-11= 4077 ' -
7-8=-8605 14-1= 3567 5-10= 1327
6-10=-798
6-9= 779 -
7-9=-489
PLATE OFFSETS (X=LEFT,Y=TOP):[j3=4,5],[j5=6,3],[j6=3,5],[j9=4,2],[jl3=4,2.5],
2-01 6-0-11 12-1-5 18-2 l8-1 p 25-1-5 31-4-11 37-8 f2-01
6-0-11 6-0-11 6-0-11 0-8 6-3-5 6-3
8X12 _
/ 2X4 SCS 1�
7X8 7X6
3 6
3X4 2X4
4X9
7
10X1
18 GA) 10
4X9 3X4 e (5X10
88 CA)
7x8
14 13 2 q (1 8 GA)
2X4 4X12 2 4
0-3X5
12--01-5 10 1 22-10 8 29-1-5 37-
6-0-11 6 -11 6-0-11 4-8 6-3-5 8-6-11
J O G M//IDLE Uri iT
22 zz
LEFTLHEIIGHT: 6-64313 SPAN: )IjTFrRNAL RISRISE98-4-6 RIGHT HEIGHT: p-6-313
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 6-7=0 . 666 TOP CHORD: 2*6 No. 2 19 SP
TOP 30 10 BOTT 8-9=0 . 631 BOT CHORD: 2*6 DSS 19 SP
BOTT 0 10 DEFL. @10=0. 75 < L/360 WEBS :2*4 No. 2 19 SP
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
1-2-12 CANT. LEFT HEEL 2*4 SLIDER
NOTE: PROVIDE FOR 0.77 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING
CHORD: 5-6 6-7; 7-8 TO BE 2*6 DSS 19 SP
CHORD: 11-i2 TO BE 2*4 No. 2 19 SP
CHORD: 12-13; 13-14; 14-1 TO BE 2*6 No. 2 19 SP
WEB 3-13 BRACED at 1/2 POINTS AS SHOWN ABOVE
Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade conn. to narrow face w/lOd nails 6 in. O.C.
PLATES ARE MITEK M20-258,216 M18-232,194 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
__=< < < <A.C.E.S Version 5 . 7> > > >=______[ 005028 ]_______=< < < <NASSAU-SUFFOLK> > > >=__
Customer : BBS.LUMBER.CORP. Tue Sep 20 16 : 54: 08 1994
Project # : MOORES Truss ID : M2 Family # : 107
Span 37-8 Quantity : 22 Top Pitch : 5 . /12
____________________
FORCES - GRAVITY LOADS REACTIONS - SIZE
1-2=-3607 7-8= 3308 2-9=-511 1=-1860 5.50
2-3=-3109 B-9= 2150 3-9=-449 7=-1860 5.50
3-4=-3109 9-1= 3308 4-9= 1199
4-5=-3109 4-8= 1199
5-6=-3109 5-8=-449
6-7=-3607 6-8=-511
PROVIDE FOR 448 LBS UPLIFT AT JOINT 1
PROVIDE FOR 448 LBS UPLIFT AT JOINT 7
PROVIDE FOR 157 LBS HORIZ. REACTION AT JOINT 1
PLATE OFFSETS (X=LEFTY=TOP):[j3=3,5],[j5=3,5],
'=2=' 1
18-10 24-9-2 30-0-13 37-8
` 7-7-3 5-3-11 5-11-2 5-11-2 1 5-3-11 7-7-3
5X6
4
7X6 7X6
3 3
2X4 2x4
2 6
4X7 4X7
1 7
3 B
3X8 3X8
12-10-14 24-9-2 F 37-8
12-10-14 11-10-4 12-10-14
L. HL TO PK: 0-4-13 R. HL TO PK : 20-4-13
LEFT HEIGHT: -6-3 SPAN: 37-8 RISE: 8-4-6 RIGHT HEIGHT: -6-3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 6-7=0 . 332 TOP CHORD: 2*6 No. 2 19 SP
TOP 30 10 BOTT 7-8=0 . 839 BOT CHORD: 2*6 No. 2 19 SP
BOTT 0 10 DEFL. @8=0 . 17 < L/360 WEBS : 2*4 No. 2 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
WEB 4-9; 4-8 BRACED at 1/2 POINTS AS SHOWN ABOVE
Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade conn. to narrow face w/lOd nails 6 in. o.c.
TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD, WALL HEIGHT 8 FT, ENCLOSED BUILDING TYPE.
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
===< < < <A.C.E.S Version 7 . 0> > >>=======[ 040859 ]========< < < <NASSAU-SUFFOLK> > > >=
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 . 01 : 11 199,
Project #: MOOORES Truss ID : M3 Family # : 31g
Span : 37-8 Quantity : 2 Top Pitch : 5 . /12
----------______________________________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-3719 6-7= 3421 2-10= 167 1--1874 2.25
2-3--2661 7-8= 3421 2-9=-1049 6--1874 2.25
3-4=-2454 8-9= 2454 3-9= 531
4-5=-2661 9-10- 3421 3-8= 0
5-6=-3719 10-1= 3421 4-8= 532
5-8--1049 \
5-7= 167
0
PLATE OFFSETS (X-LEFTY-TOP):[J9-3,2],
CXR
rl
e--1
8-3 16-10 20-10 29-3 37-6
8-5 8-S F4-0 1 8-5 8-5
5X10 5X6
3 4
3X4 >3X4
Z
4x7 4x7
1 •
10 • • 7
2x4 7X6 3X8 2x4
- a 16-10 20-10 } 29-3 N 37-e F
8-5 8-5 4-0 8-5 8-5
L. HL TO PK: 18-2-13 R. HL TO PK : 18-2-13
LEFT HEIGHT: 0-6-3 SPAN:37-8 RISE:7-6-6 RIGHT HEIGHT:0-6-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0. 548 TOP CHORD:2*6 No. 2 19 SP
TOP 30 10 BOTT 6-7=0.661 BOT CHORD:2*6 No. 2 19 SP
BOTT 0 10 LL.DEFL. @9=0. 17 < L/360 WEBS :2*4 No. 2 19 SP
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
NEB 2-9; 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPi AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMIETRICALLY(E)(CEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEF
trtt OPNvw YOR
IXT O
W
<+�2�Ro
AROF=SSIOK*y
__=< < < <A.C.E.S Version 7 . 0> >> >_______[ 040860 ]_______=< < < <NASSAU—SUFFOLK> > > >=_
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 . 01 : 38 199
Project #: MOOORES Truss ID : M4 Family # : 314
Span 37-8 Quantity : 2 Top Pitch : 5 . /12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-3836 6-7= 3527 2-10= 147 1.-1874 2.25
2-3=-2912 7-8- 3527 2-9=-913 6--1874 2.25
3-4=-2686 8-9= 2686 3-9= 509
4-5=-2912 9-10= 3527 3-8= 0
5-6=-3836 10-1= 3527 4-8= 509 N
5-8=-913
5-7= 147
O
O
Om
'-1
r-1
7-5
1 14-10 22-10 F 30-3 1 37-8 i
7-5 7-5 8-0 7-5 7-5
SX10 3X6
7 4
3X4 3X4
2 3
4X7 4X7
CIV
10 • • s
2X4 3X4 3X8 2X4
1 7-5 U 14-10 E 22-10 F 30-3 U 37-8 i
7-5 7-S 8-0 7-S 7-S
L. HL TO PK:16-0-13 R. HL TO PK : 16-0-13
LEFT HEIGHT: 0-6-3 SPAN:37-8 RISE:6-8-6 RIGHT HEIGHT:0-6-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.751 TOP CHORD:2*6 No. 2 19 SP
TOP 30 10 BOTT 7-8=0.655 BOT CHORD:2*6 No. 2 19 SP
BOTT 0 10 LL.DEFL.@9=0 . 17 < L/360 WEBS :2*4 No.2 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
WEB 2-9; 3-8; 5-8 BRACED at 1/2 POINTS AS SH01N ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 416 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MIST BE INSTALLED ON EACH FACE OF JOINT, SYMETRICALLY(E)CEPT AS SFON)DESIGN CONFORMS WITH NDS DESIGN SPECS, BDCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE
tt
OF New Y
Leq
IL 90
z
r w
i
�ysFo
069 89 A?U`
AROFE55tOKTy
===< < 2 <A.C.E. S Version 7 . 0> > > >=======[ 040861 ]========< < < <NASSAU-SUFFOLK> > > >=
Customer BBS .LUMBER.CORP. Sat Dec 03 17 : 02: 03 199,
Project # : MOOORES Truss ID : M5 Family # : 201
Span 14-9-8 Quantity : 4 Top Pitch : 5 . /12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-908 4-5- a32 2-5= 146 1=-930 2.25
2-3= 0 5-1= 832 2-3=-909 4=-730 2.25
3-4=-292
M
0
0
R2-0 7-4-12 14-9-8 Op
7-4-12 7-4-12 e-1
r--I
NOTE: End vertical(s) are not 2X4
designed for wind exposure.
3X4
3X4
1X4 4
3X4
7-4-12 14-9-8
7-4-12 7-4-12
L. HL TO PK: 16-0-5
LEFT HEIGHT:0-6-3 SPAN:14-9-8 RISE:6-8-3 RIGHT HEIGHT:6-8-3
-------------------- -----------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.436 TOP CHORD:2*6 N0. 2 19 SP
TOP 30 10 BOTT 5-1=0.413BOT CHORD:2*4 No. 2 19 SP
BOTT 0 10 LL.DEFL.@5=0.02 < L/360 WEBS :2*4 No. 2 19 SP
STR. INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING . 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
WEB 2-4 BRACED at 1/2 POINTS AS SHOWN ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPi AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYIHETRICALLV(EXCEPT AS SHOYN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PEWANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
Zt OF NEW 1.0
at��Y1. Legg9R�
t 9
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r
�a
U
2sFQ !!l189
AROJRSSSi09
===< < 2 <A.C.E.S Version 7 .0> > > >=======[ 040862 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 . 02 : 23 1991
Project # : MOOORES Truss ID. : M6 Family # : 313
Span 14-9-8 Quantity : 2 Top Pitch : 5 . /12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-999 5-6= 196 2-6=-473 1=-930 2.25
2-3=-985 6-1= 909 3-6= 944 5=-730 2.25
3-4= 0 3-5=-604
4-5=-76
F
0
12-0 { 6-4-12 1 12-9-8 114-9-8 -i O
6-4-12 6-4-12 2-0 00
r-4
I
NOTE: End vertical4X4 s) are not 1x4
designed for wind exposure. 3
i
1X4
2
5X5
A
•
3x4
2X3 WEDGE
6-4-12 14-9-8 3X4
6-4-12 F 8-4-12
L. HL TO PK: 13-10-5
LEFT HEIGHT: 0-6-3 SPAN: 14-9-8 RISE: 5-10-3 RIGHT HEIGHT: 5-10-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.643 TOP CHORD: 2*4 No.2 19 SP
TOP 30 10 BOTT 6-1=0.442BOT CHORD: 2*4 No.2 19 SP
BOTT 0 10 LL.DEFL.@6=0. 03 < L/360 WEBS :2*4 No.2 19 SP
__________________________________
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M2D-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)CEPT AS SHWA)
PLATE MUST BE INSTALLED ON EACH FACE OF JDW. SYPWrRICALLY(E7CCEPT AS SHOMN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(MNICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
OF NEW y0
Legg9Rr
7-
41 w
v
ZSFa tKi)169 �r
pROFESStOHf
===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040863 ]========< < < (NASSAU—SUFFOLK> > > >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 : 02: 46 1994
Project #: MOOORES Truss ID : M7 Family # : 31
Span : 14-9-8 Quantity : 2 Top Pitch : 5 . )12
________________________________________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-999 5-6= 406 2-6=-394 1=-930 2.25
2-3=-986 6-1= 909 3-6= 738 5--730 2.25
3-4= 0 3-5=-637
4-5=-156
00
N2-n + 6-4-12 N 10-9-6 N 14-9-6
6-4-12 4-4-12 4-0
r-I
NOTE: End vertical(s) are not 4x4
1x4
designed for wind exposure. 3
1X4
2
5X5
I
s
s
3X4
2X3 WEDGE
3x4
6-4-12 14-9-6
r 6-4-12 6-4-12
L. HL TO PK: 11-8-5
LEFT HEIGHT:0-6-3 SPAN: 14-9-8 RISE:5-0-3 RIGHT HEIGHT:5-0-3
LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER
L TOP 1-2=0.505 TOP CHORD: 2*4 No.2 19 SP
TOP 30 10 BOTT 6-1=0.442 BOT CHORD: 2*4No.2 19 SP
BOTT 0 10 LL.DEFL.@6=0. 03 < L/360 WEBS : 2*4 o. 2 19 SP
-------- -- -- ------------ ------ --------- --
STR.INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYPWMICALLY(EXCEPT AS SHOW1)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PE04ANEWT AND TEMPORARY BRACING(WNICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
ti'tt Of N
ew AN
4� ' YORr
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Z
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�2
ZZs 1661 B9 trU
f�pRO Fc55AOH*y
===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040864 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer BBS.LUMBER.CORP. Sat Dec 03 17 : 03: 08 1994
Project # : MOOORES Truss ID : M8 Family # : 31a
Span 14-9-8 Quantity : 2 Top Pitch : 5 . /12
________________________________________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2-999 5-6- 624 2-6-316 1.-930 2.25
2-3=-986 6-1= 909 3-6= 543 5=-730 2.25
3-4= 0 3-5--747
4-5=-236
O
O
00
V-1
.2-0 6-4-12 6-9-6 14-9-6
6-4-12 2-4-12 6-0
NOTE: End vertical(s) are not 4X4
designed for wind exposure. a 1X4
1X1 4
2
5X5
s
a
3X4
2X3 WEDGE
3X4
6-4-12 14-9-6
' 6-4-12 i 6-4-12 '
L. HL TO PK:9-6-
LEFT HEIGHT: 0-6- SPAN: 14-9-8 RISE:4-2-3 RIGHT HEIGHT:4-2-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.642 TOP CHORD:2*4 N0.2 19 SP
TOP 30 10 BOTT 6-1=0.442 BOT CHORD:2*4 No.2 19 SP
BOTT 0 10 LL.DUL046=0.03 < L/360 WEBS :2*4 No. 2 19 SP
STR.INC. : LUMB = 1 . 1 1115 SPACING 4 1n. 0. C.
REPETITIVE STRESSES NO. OF . 1
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
RATE MUST BE INSTALLED ON EACH FACE OF JOINT, SffEMICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY-FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER
OF NEW 1.O
y J��.Leeg9R�
nom. 90
z
r °
2 V
sF0 189 br
14RO1F:E55lOHt
===< < < <A.C.E. S Version 7 .0> > > >=======[ 040865 ]========< < < <NASSAU-SUFFOLK> > > >==
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 : 03:31 199
Project #: MOOORES Truss ID : M9 Family # : 313
Span 14-9-8 Quantity : 2 Top Pitch : 5 . /12
--------------------------
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2--2745 4-5= 0 2-6- 1043 1.-2208 2.25
2-3=-1773 5-6- 2520 2-5--922 4-2008 2.25
3-4--1627 6-1- 2520 3-5= 2205 tE OF NEW YO
.;��.N. Leeg9Rr
9
� a �
PLATE OFFSETS (X-LEFT,Y-TOP):[35-2.5,2],[,16.3,11, rw O
sFo 069189 tr 00
�'POFESSiOMry r--1
r-1
2-0 6-9-6 14-9-6
F I M 6-0
5X10
! 4X5
4X6
2X5 5X5 '
3X4
6-9-6 10-9-6 14-9-8
6-9-6 i 4-0 4-0
L. HL TO PK:7-4-5
LEFT HEIGHT: 0-6-3 _SPAN: 14-9-8 RISE:3-4-3 RIGHT HEIGHT: 3-4-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 2-3=0.757 TOP CHORD:2*6 No. 2 19 SP
TOP 30 10 BOTT 6-1=0.598 BOT CHORD: 2*6 DSS 19 SP
BOTT 0 10 LL.DEFL.@6=0 . 05 < L/360 WEBS : 2*4 No. 2 19 SP
STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in, o. c.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LIMBER PLATE TYPE
1 1.15 1.15 UNIFORM 1- 3- 80 4- 1. 195
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)(CEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE
__=< < < <A.C.E.S Version 7 . 0> > > >=______[ 040866 ]_______=< < < <NASSAU-SUFFOLK> > > >=__
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 . 03: 53 1994
Project #: MOOORES Truss ID : M10 Family # : 201
Span : 6-9-8 Quantity : 8 Top Pitch : 5 . /12
----------______________________________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1--530 2.25
2-3=-264 3=-330 2.25
O
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.2-0 6-9-8 00
6-9-8
1X4
2
five
3
2x3 WEDGE
3X4
F 6-9'-8
6-9-8
L. HL TO PK:7-4-5
LEFT HEIGHT:0-6-3 SPAN:6-9-8 RISE: 3-4-3 RIGHT HEIGHT: 3-4-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.854 TOP CH0RD: 2*4 No.2 19 SP
TOP 30 10 BOTT 3-1=0. 206 BOT CH0RD:2*4 No.2 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 No. 2 19 SP
_________________________________________________________
STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M20-258,216 KAA FACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS,"BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
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===< < < <A.C.E.S Version 7 .0> > > >=======[ 040867 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 . 04: 13 199,
Project # : MOOORES Truss ID : M11 Family # : 205
Span : 4-9-8 Quantity : 8 Top Pitch : 5 . 12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1•-430 2.25
2-3=-184 3-230 2.25
D`
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4-9-8 r-1
2
SvoPo2T
5X5 ay ods
3
2X3 WEDGE
4-9-8
4-9-8
L. HL TO PK•5-2-5
LEFT HEIGHT:0-6-3 SPAN:4-9-8 RISE:2-6-3 RIGHT HEIGHT: 2-6-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0. 413 TOP CHORD:2*4 No.2 19 SP
TOP 30 10 BOTT 3-1=0.Q98 BOT CHORD:2*4 No.2 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 No. 2 19 SP
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)(CEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)OONSULT BLDG ARCHITECT OR ENGINEER.
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===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040868 ]========< < < <NASSAU-SUFFOLK> >> >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 . 04:31 1994
Project #: MOOORES Truss ID : M12 Family # : 201
Span 9-5-12 Quantity : 2 Top Pitch : 3. 56/12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-737 4-1= 704 2-4=-737 1--719 2.25
2-3= 0 4=-658 2.25
3-4=-328
O
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4-8-14 4-8-14 .--i
e--I
2X4
2X4
2
tx4
4X4
19 N1
4
4X5
9-5-12
9-5-12 '
L. HL TO PK:9-10-10
LEFT HEIGHT:0-6-3 SPAN:9-5-12 RISE:3-3-15 RIGHT HEIGHT:3-3-15
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L U TOP 2-3=0.287 TOP CHORD:2*6 No.2 19 SP
TOP 30 10 BOTT 4-1=0.376 BOT CHORD: 2*6 Wo. 2 19 SP
BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS : 2*4 No. 2 19 SP
STR.INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.15 1.15 UiIFORM 1- 2- 48 2- 3- 141 4- 1- 24
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MIST BE INSTALLED ON EACH FACE OF JOINT, SYMETRICALLY(EXCEPT AS W")DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD) ARCHITECT OR ENGINEER.
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< < < <A.C.E.S Version 7 . 0> > > >=======[ 040869 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 . 04: 51 1994
Project #: MOOORES Truss ID : M13 Family # : 215
Span : 14-9-8 Quantity : 6 To� Pitch : 5 . 12
Seat cut : 0-5-8 Bo pitch : 3. /12
--------------------
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-1986 4-5= 1874 2-5= 127 1.-930 2.25
2-3= 0 5-1= 1869 2-4=-1821 4--730 2.25
3-4=-292
G
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3X4
2
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3x8 3X4
s
1x4 3-7
7-4-12 14-9-8
' 7-4-12 7-4-12
L. HL TO PK: 16-0-5 INTERNAL RISE: 3-7
LEFT HEIGHT: 0-6-3 SPAN:14-9-8 RISE: 6-8-3 RIGHT HEIGHT:3-1-3
LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER
L TOP 1-2=0.494 TOP CHORD: 2*6 o.2 19 SP
TOP 30 10 BOTT 4-5=0.622 BOT CHORD:2*4 No.2 19 SP
BOTT 0 10 LL.DEFL.@5=0. 11 < L/360 WEBS : 2*4 No. 2 19 SP
STR.INC. : LUMB = 1 . 15 PLATE = 1 . 1§ SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
WEB 2-4 BRACED at 1/2 POINTS AS SHOWN ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SON)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM ETRICALLY(EXCEPT AS SHMIN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER
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===< c< <A.C.E. S Version 7 . 0> >> >=======[ 040870 )========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 : 05 . 12 1994
Project #: MOOORES Truss ID : M14 Family # special
. 2 Top Pitch 5 . / 12
Seat cut : 045988 Quantity Bot pitch 3_ . /12
Y "
TOP CHORD BOTTOM CHDRD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-2145 5-6= 472 2-7= 107 1a-921 5.50
2-3=-514 6-7= 2015 2-6=-1485 5=-721 5.50
3-4= 0 7-1= 2011 3-6= 503
4-5=-74 3-5=-786
N
PLATE OFFSETS (X-LEFTY=TOP):[j3=5,2],[J6=3,2], C
OC>
1--1
.2-0 1 6-4-1214 9
6-4-12 6-4-12 12-0 '
6X10
1X4
3
3X4
2
•
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3X4
3X4 1X4 3-1
6-4-12 1 12-6-6 14 9 6
6-4-12 6-4-t2 R20
L. HL TO PK: 13-10-5 INTERNAL RISE•3-1
LEFT HEIGHT:0_6_3-------SPAN:14-9-8 RISE:5-10-3 RIGHT HEIGHT:2-9-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0. 361 TOP CHORD:2*6 N0. 2 19 SP
TOP 30 10 BOTT 6-7=0.596 BOT CHORD:2*4 N0. 2 19 SP
BOTT 0 10 LL.DEFL.@7=0. 11 < L/360 WEBS : 2*4 N0. 2 19 SP
STR. INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
CHORD: 3-4 TD BE 204 No.2 19 SP
WEB 2-6 BRACED at 1/2 POINTS AS SHOW ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHDH)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM ETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(IHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
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===< < < <A.C.E.S Version 7 . 0> > >>=======[ 040871 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 : 05 : 35 1994
Project #: MOOORES Truss ID. : M15 Family # : sp cial
Span : 14-9-8 Quantity : 2 To Pitch : 5 . .12
Seat cut : 0-5-8 _ Bof pitch : 3. /12
______________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-2148 5-6= 954 2-7= 87 1.-921 5.50
2-3=-1042 6-7= 2018 2-6=-1005 5.-721 5.50
3-4= 0 7-1= 2014 3-6= 619
4-5=-154 3-5=-1091
M
0
PLATE OFFSETS (%=LEFT,Y=TOP):[J3=5,2],[,I6=3,2], O
00
1—I
12-0 1 "-12 -9-8 1 f/-6-6
H-12 1-1-12 1-0
6X10
1Y1
7
3X4
2
SX6
s
3X4 /Y4 3X/
2-7
1 6-/-/2-12 1 1-1-10-6
H12
L. HL TO PK: 11-8-5 INTERNAL RISE: 2-7
LEFT HEIGHT: 0-6-3 SPAN: 14-9-8 RISE:5-0-3 RIGHT HEIGHT: 2-5-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0. 285 TOP CHORD:2*6 No. 2 19 SP
TOP 30 10 BOTT 6-7-0. 552 , BOT CHORD: 2*4 No. 2 19 SP
BOTT 0 10------LL_DEFL_@7=0.09 < L/360 WEBS : 2*4 No. 2 19 SP
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
CHORD: 3-4 TO BE 2*4 No.2 19 SP
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)(CEPT AS SHOW)
PLATE !LIST BE INSTALLED ON EACH FACE OF JOINT, SM4ETRICALLY(D(CEPT AS SHON)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY-FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
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===< < < <A.C.E. S Version 7 . 0> > > >=======[ 040872 ]========< < < <NASSAU—SUFFOLK> > > >===
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 : 05 : 59 1994
Project # : MOOORES Truss ID : M16 Family # : spQcial
Span : 14-9-8 Quantity : 2 Top Pitch : 5 . /12
Seat cut : 0-5-8 Bot pitch : 3 . /12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-2048 5-6= 1392 2-6=495 1.-921 5.50
2-3=-1531 6-1= 1922 3-6= 739 5.-721 5.50
3-4= 0 3-5=-1456 - -
4-5=-234
O
PLATE OFFSETS (X=LEFT Y-TOP):[j3=5.2],[,16=3,2], O
W
r-i
r-I
.2-0 t 6-4-12 •-f-t 14-0-6
W-12 2-4-12 6-0
6%10
1X4
s
2x4 19 4
sxs �
3X4
12-1
7X4
L. HL TO PK:9-6-5 INTERNAL RISE: 2-1
LEFT HEIGHT: 0-6-3 SPAN: 14-9-8 RISE:4-2-3 RIGHT HEIGHT: 2-1-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.642 TOP CHORD:2*6 No.2 19 SP
TOP 30 10 BOTT 6-1=0.739 BOT CHORD:2*4 No.2 19 SP
BOTT 0 10 LL.DEFL. @6=0. 08 < L/360 WEBS :2*4 N0.2 19 SP
STR. INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
CHORD: 3-4 TO BE 2*4 No.2 19 SP
WEB 3-5 BRACED at 1/2 POINTS AS SHOWN ABOVE
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)CCEPT AS SON)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA.TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
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__=< < < <A.C.E.S Version 7 . 0> > ) >=______[ 040873 ]_______=< < < <NASSAU-SUFFOLK> > > >=__
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 : 06: 22 1994
Project # : MOOORES Truss ID : M17 Family # : sp cial
Span : 14-9-8 Quantity : 2 Top Pitch : 5 . .12
-Seat-cut : 0-5-8 Bot pitch : 3. /12
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2=-5961 4-5= 0 2-6= 2356 1.-2182 5.50
2-3=-3815 5-6= 5458 2-5=-1728 4-1982 5.50
3-4=-1607 6-1= 5615 3-5= 4028
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PLATE OFFSETS CX=LETT,Y=TOP):[�3-5.2],(J5=6,2],[36-4,2.5], fM W O
OO
189
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12-0 1 M� 14-MI-0
SX10
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( a W) /7fS SX12 4
1-7
]X4
L. HL TO PK: 7-4-5 INTERNAL RISE• 1-7
LEFT HEIGHT:0-6-3 SPAN:14-9-8 RZSE:3-4-3 RIGHT HEIGHT: 1-9-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.768 TOP CH0RD:2*6 No.2 19 SP
rop 30TT 30 10 0 10 LLTDEFL.@6 0920 < L/3614 0 WETBSCH0RD: 2*4 No.26 DSS 119SSP
31TR. INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24.0 in. 0. C.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1
.OADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.15 1.15 UNIFORM 1- 3- 80 4- 1- 195
>MD: 2-3 TO BE 2*6 DSS 19 SP
)LATES ARE MITEK M20-258,216 M18-232,194 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E(CEPT AS SHAM)
?LATE MUST BE INSTALLED 01 EACH FACE OF JOINT, SYMETRICALLY(EXCEPT AS SHOLM)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
PHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEhWORARY BRACING(WHICH IS ALWAYS REQD)COISULT BLDG ARCHITECT OR ENGINEER.
===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040874 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 . 06 : 46 1994
Prcject # : MOOORES Truss ID : M18 Family # : 215
Span : 6-9-8 Quantity : 8 Top Pitch : 5 . /12
Seat cut : 0-5-8 Bot pitch : 3 . /12
--------------------
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1a-521 5.50
2-3=-257 3=-321 5.50
d
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6-9-8 '"1
v--H
1X4
2
5X5 3
1-7
>i
3X4
6-9-8
6-9-8
L. HL TO PK:7-4-5 INTERNAL RISE: 1-7
LEFT HEIGHT:0-6-3 SPAN:6-9-8 RISE: 3-4-3 RIGHT HEIGHT: 1-9-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0.824 TOP CHORD:2*4 No. 2 19 SP
TOP 30 10 BOTT 3-1=0. 100 BOT CHORD: 2*6 No. 2 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS : 2*4 No. 2 19 SP
STR. INC. • LUMB = 1 . 15 PLATE = 1 , 15 SPACING • 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHCWN)
PLATE MUST BE INSTALLED ON EACH FIDE OF JOINT, SYMETRICALLY(E(CEPT AS SHON)DESIGN CONFORMS WITH NDS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
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===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040875 ]========< < < <NASSAU-SUFFOLK> > > >=
Customer : BBS.LUMBER.CORP. Sat Dec 03 17 . 07 : 04 199,
Project #: MOOORES Truss ID : M19 Family # : 219
Span : 4-9-8 Quantity : 8 Top Pitch : 5 . /12
Seat cut : 0-5-8 Bot pitch : 3. /12
----------------------------------------------------------- ------------------ -
-----------------------------------------------------------=------------------=-
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1=-421 5.50
2-3=-177 3.-221 5.50
T\
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12-0 4-9-8 °O
4-9-8 r--i
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2
7-
55X5 �B
5X5
s 1 -1
1
4-9-8
4-9-8
L. HL TO PK: 5-2-5 INTERNAL RISE: 1-1
LEFT HEIGHT:0-6-3 SPAN: 4-9-8 RISE:2-6-3 RIGHT HEIGHT: 1-5-3
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0. 393 TOP CHORD:2*4 No.2 19 SP
TOP 30 10 BOTT 3-1=0. Q48 BOT CHORD: 2*6 No.2 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS : 2*4 No.2 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24. 0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER
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===< < < <A.C.E.S Version 7 . 0> > > >=======[ 040876 ]========< < < <NASSAU-SUFFOLK> > > >==:
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 . 07 : 22 199,
Project #: MOOORES Truss ID : M20 Family # : 219
Span : 9-5-12 Quantity : 2 Top Pitch : 3. 55q/12
Seat cut : 0-5-8 Bot pitch : 2. 08/12
_______________________ ----------------------- ------------------------
---------------------------------------------------------
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2= 0 3-1= 0 1.-744 5.50
2-3=-435 3.-544 5.50
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4X4
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1-6-12
9-5-12
9-5-12
L. HL TO PK:9-10-10 INTERNAL RISE: 1-6-12
LEFT HEIGHT: 0-6-3 SPAN:9-5-12 RISE:3-3-14 RIGHT HEIGHT: 1-9-2
___________________________________________________
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2-0.511 TOP CHORD:2*6 DSS 19 SP
TOP 30 10 BOTT 3-1=0. 276 BOT CHORD:2*6 No. 2 19 SP
BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 No. 2 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING : 24.0 in. o. c.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.15 1.15 UNIFORM 1- 2. 96 3- 1. 24
PLATES ARE MITEK M20-258,216 MANUFACTURED FRM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHM)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERlVWENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
===< < C<A.C.E. S Version 7 .0> > > >=======[ 040877 ]========< < < <NASSAU-SUFFOLK> > > >===
Customer : BBS .LUMBER.CORP. Sat Dec 03 17 : 07 : 41 1994
Project #: MOOORES Truss ID : M21 Family # : 20Q
Span : 12-10 Quantity : 24 Top Pitch : 5 . /12
----------______________________________________________________________________
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC.
1-2--742 5-6- 191 2-6=-391 1=-823 5.50
2-3=-728 6-1= 672 3-6= 705 5--623 5.50
3-4- 0 3-5--522
4-5=-74
P
O
PLATE OFFSETS (X-LEFTY-TOP):[J3-3,3], O
.2-0 6-5 1 10-10 1 12-10 00
6-5 4-5 2-0 `"-�
.--a
2X4
7X6
3
1X4
7
5X5
1
•
3X4
2X3 WEDGE
3X4
6-5 12-10
6-5 + 6-5
L. HL TO PK: 13-10-13
LEFT HEIGHT:0-6-3 SPAN: 12-10 RISE: 5-10-6 RIGHT HEIGHT: 5-10-6
LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER
L TOP 1-2=0. 503 TOP CHORD: 2*4 No. 2 19 SP
TOP 30 10 BOTT 6-1=0. 318 BOT CHORD:2*4 No. 2 19 SP
BOTT 0 10 LL.DEFL.@6=0.02 < L/360 WEBS :2*4 No. 2 19 SP
STR. INC. • LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
CHORD: 3-4 TO BE 2*6 No.2 19 SP
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHON1)
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMIE RICALLY(E)(CEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BOCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
[r�E OF NEW X0
J
ar 90
z
r W
rZSFo -'9989 �r�.
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_-_< <'< <A.C.E.S Version 7 .0> > > >=______[ 040879 ]_______=< < < <NASSAU-SUFFOLK> > > >=_:
Customer : BBS.LUMBER.CORP. Sat Dec#03 12008. 20 199,
Project # : MOOORES Truss ID : M22G
--Span- 12-10 Quantity : 16 �pN h : 5 . /12
------------------------------------- ____ -+
----_ - - -
TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE ti'<� �AFg LR TEK INDUSTRIES INC.
1-2=-11876 6-7= 2029 2-9= 3001 1.-6541 5.50
2-3=-8138 7$- 7512 2-8=-3559 6--6541 5.50
3-4=-4001 8-9= 10783 3-8= 4514 Ax 90
4-5= 0 9-1= 10783 3-7=-5000 .Z
5-6=-74 4-7= 6486
4-6=-5379 `V
A'4O Fr55LCH*y
PLATE OFFSETS (X=LEFT Y=TOP):[J8=2.5,2],[,19=3,1.5], _ C
6-5 I 110 12-10 00
3-2-8 3-2-8 4-S0-
2—PLY TRUSS 10X10 3X6
4
NOTE: End vertical(s) are not 4X6
designed for wind exposure.
a
4X5
2
(181 GA)
t
f a 7
3X5 5X5 6X6
3-2-8 6-5 9-7-8 1 12-10 1X5
3-2-8 3-2-a 3-2-8
L. HL TO PK: 13-10-13
LEFT HEIGHT:0-6-3 SPAN: 12-10 RISE:5-10-6 RIGHT HEIGHT: 5-10-6
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 1-2=0. 190 TOP CHORD: 2*6 No. 2 19 SP
TOP 30 10 BOTT 8-9=0. 698 BOT CHORD: 2*6 DSS 19 SP
BOTT 0 10 LL.DEFL.@8=0. 08 < L/36O WEBS : 2*4 No. 2 19 SP
STR. INC. : LUMB = 1 . 15 PLATE = 1 . 15 SPACING • 24. 0 in, o. c.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2
LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS)
LUMBER PLATE TYPE
1 1.15 1.15 UNIFORM 1- S= 80 6- 1- 970
CHORD: 4-5 TO BE 2*8 No.2 91 DF-L
2 MEMBERS NAILED TOG. W/1 ROW(S) OF 16d NAILS 12 in. o.c.(TOP 04S.),W/1 ROW(S) OF 16d NAILS 4 in. o.c(BOTT. CHS.)
For Webs use 1 ROW of 16d NAILS 12 in. o.e. .
PLATES ARE MITEK M20-258,216 M18-232,194 MAMIFACTUREO FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH")
PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOMN)DESIGN CONFORMS WITH NOS DESIGN SPECS, BDCA,TPI-91
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(1HICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER