HomeMy WebLinkAboutWood Truss Bldg 1 CENTERLINE OF
O4-8
4" FIREWALLS
25-2 27-2 27-0 25-4
- 2 14-0 12-8 0-4 12-8 4-0 0 -
m ROOF PLANES ALIGN
FASCIA HIEGHTS ALIGN M9E -
m MORS
co I =- - W
� � I
MORS
FIRST TRUSS D In HI � l LWHLL
MORIOG
/NGERSIRD
RLL T USS S O E
r-
I
w �
m
rY
3 12 , RUL ED EI ING FIREWALL
m 4_2 1
m m m m
. cc TO HAVE TOP CHORD LOWERED 2" FOR
m_ 0 0 0 0 0 0 0 0 0 0CD 0FLUSH INSTALLATION OF FIRE TOPPING
MATERIAL . LEDGER BY OTHERS SHOULD BE APPLIED
TO FIRST COMMON TRUSS TO CfIRRY " TECTUM"
u� m
m j m m m
I
m
cro
N y U N N N
m
O O O O O O O O
0 0 0 0
OV HA G S OP AT 0' 2
VERIFY WIT UILDI G DESIGNER
V L TR SSE OVER
M 1
JL— OR2 ___ MORE
MOR1 _ _ _ _ MOR7
- MOR1 MOR7
ELI
m MOR1 o MOR7
M2C TRUE S GIRDER ALIGNS
MOR1 WITH FACE OF EXTERIOR MOR7 _
WALL . VERIFY WITH BUILDING I ESI I ER .
MOR1E +
M 7 E -
20-0 5-2 0- 14-0 2-8 0- 12-8 14-0 0- s-z 28-0
� � - ndw
JBB; MOORES LA. DEV . BUILDING 1
GENERAL NOTES;
DO NOT CUT TRUSSES OR USE DAMAGED TRUSSES. THERE WILL BE A 550. 00 COST; B B 6 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 EREOCTION
RECOMMENDATIONS. SEE INDIVIDUAL TRUSS DESIGNS FOR PERMANENT LATERAL D
WEB MEMBER BRACING. FAILURE TO FOLLOW THESE RECOMMENDATIONS � -I f� S S f-1 U S U F FO L_ K L U If�L) E R Pk S U ID Ip
L Y C O R P .
MAY RESULT IN BUILDING COLLAPSE HAND/OR PERSONAL INJURY.
SEE INDIVIDUAL TRUSS DESIGNS FOR SPECIFIC LOADING AND TRUSS DETAILS. 517 LONG I SLI p IND AVENUE , M IEUIr UI\I�
U NY 1 176 "
IT IS THE SOLE RESPONSIBILITY OF THE PURCHASER TO VERIFY AND APPROVE f
ALL DIMENSIONS AND DETAILS PRIOR TO RELEASE FOR FABRICATION. PHONE 0 5 1 6 ) 289 - U 9 0 F R k ( 516 ) 289 - 692 '
PURCHASER ASSUMES RESPONSIBILITY FOR COORDINATING TRUSS
INSTALLATION WITH OTHER BUILDING TRADES.
NOTIFY NASSAU SUFFOLK LUMBER OF ANY CHANGES OR DAMAGED TRUSSES
IMMEDIATELY AT ( 516 ) 289-6900. OWN BY; AT REV; PAGE R ^ OF
DATE; SCALE; 1/q" = 1 FOOT WII WII
MOR Qu
T p
;1
Jnb Truss mss Tv c tv Ph,
�, ! ELiNPosT I I NASSAU l I Z 9 4 2
3.000 s Jun 11994 MiTek Industries, Inc. Tuc Jun 28 15:59:05 1994 Pace i
-2-0-0 I 5-1-5 ) 10-0-0 I 14-10-11 F 20-0-0 22-0-0
2-0-0 5-1-5 4-10-11 4-10-11 5-1-5 2-0-0
I
4x4
5.000 F12 C
'I 1.5x4 i
1.5x4
m1
B D
i ro rt
�I I
F
3x4 3x8 3x4
10-0-0 I 20-0-0
10-0-0 10-0-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deo PLATES GRIP
TCL.I. 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.18 HE 999 M20(20ga) 258216
TCDI. 10.0 Lumber Increase 1.15 BC 0.75 Vcrt(TL) 0.30 RE 798
13CL1. 0.0 Rep Stress Incr YES WB 0.20 Ilorz(TL) 0.04 E da
BCM. 10.0 _Code ---- TPI — -- -- — Min Length/LL dell=240 - Weight:79(lbs)
IXMBER BRACING
'1011CIIORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-14 on center purlin spacing.
13O'r CI1O12D 2 X 4 SYP No.2 BOT CI IORD A-F:6-3-0,E-F:6-3-0.
WEBS 2 X 4 SYP No.2
REACTIONS (lbstsire) A=1145/0-3-8,E=1145/0-3-8 err:-
Max Ilorz A -31(load case 2)
Max UpliB A=-528(load case 4),E=-528(load case 4)
FORCES
TOP CHORD A-B=-1617,B-C=-1201,C-D=-1201.D-E=-1617
13O'f CHORD F.-F=1462,A-F=1462 to�
WEBS B-F=-390,C-17=528,D-F=-390
NOTES
I)I his truss has been designed for the wind loads generated by 90.0 nt.p.h.winds at 15.0 feet above ground level,using 5.0 p.s.f._ ord dead load and 2.0 p.s.f
bottom chord dead load.0.0 miles front hurricane occanline,on a category I enclosed building.of dimensions 45.0 by 24.0 with exposure D(ASCE 7.88). Lumber
Increase= 1.33,Plate Increase= 1.33. Both end verticals are exposed.
MAD CASE(S) Standard
t�OF NE1Y Y
Leg, R+
aQ 90
_ r
W
�Fe 189 b
AROFESSIOH
Job Truss Truss Type Qty ply
320 j MOM, � MOD.QUEEN � I 3 NASSAU
3.000 s tun ! 1994 MiTck Industries,Inc. Tuc Jun 28 16:00:20 1994 Page I
-2-0-0 I 4-0-7 1 7-0-3 I 10-0-0 12-11-13 15-11-9 20-0-0
2-0-0 4-0-7 2-11.13 2-11-13 2-11-13 2-11-13 4-0-7
5x8
5.000 12 D
3x6 3x6
C E
ob
2x4 2x4
B /�-
co
CD
o d
J I H
6x14 5x5 6x8 5x5 6x14
3-PLY TRUSS
5-6-5 10_0-0 I 14-5-11 1 20-0-0
5-6-5 4-5-11 4-5-11 5-6-5
Plate Offsets(Lcft,Top): 1J:0-2-8.0-2-0],111:0-2-8.0-2.0]
LOADING(psQ SPACING 2-0-0 T CSI DEFL. (in) (loc) I/dcfl PLATES CRIP
TCLL 30.0 Plates Increase 1.15 TC 0.24 Vert(LL) 0.19 1/H 999 M20(20ga) 258'216
TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) 0.31 1111 758
13CL1. 0.0 Rep Stress Incr NO ', WB 0.74 Horz(TL) 0.09 G n/a
BCDL 10.0 Code TPI Min Length/LI-dcfl=240 Weight: I 18(Ibs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed
BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (lbs/size) A-11739/0-3-15(input: 0-3-8),G=11579/0-3-14(input: 0-3-8)
Max Horz A=73(lond case 3)
Mas Uplift A=-528(load ease 4).G--132(load case 4)
FORCES
TOP CHORD A-B=40988,B-C=-20957,C-D=-14698,D-E=-14698,E-F=-20957, F-G=-20988
BOT CHORD G-11-19192,11-1=16941.1-1=16841,A-J=19192
WEBS D-1=226,C-J=5798,C-1=4484,D-1=11057.E-1=4484,E-11-5798. 17-11=226
NOTES
1)3-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s)at 12 inches on center. Bottom chords connected with 3 rows)at
6 inches on center. Webs connected with 1 row at 6 inches on center.
2)This truss has been designed for the wind loads generated by 90.0 m.p.h. winds at 15.0 feel above ground level.using 5.0 p.sT top chord dead load and 2.0 p.s
bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure SCE 7-88). Lumber
Increase= 1.33,Plate Increase= 1.33.Both end verlicals arc exposed. je OF Hfq Y
LOAD CASE(S) ytr �e )"o if
1)Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(Ibs per ft)
Vert:A-B=-80.0. B-C=-80.0,C-D=-80.0,D-E=-80.0.E-F--80.0, F-G--80.0,G-H=-1095.0,H-I=-1095.0,
I-1=-1095.0,A-1=-1095.0
Concentrated Loads(Ibs) w
Vcrt:A=-160.0 n�
1sFo 9189 �2
AROiESStcl�
Job Truss 'Floss Type Qty Ply
?20 MORS I ION'F. I I NASSAU
11 � 94�-
-- --
LM
--- —-- -------- -
3.000 s Jun 1 1994 MiTek Industries, Inc. Tue Jun 28 15:58:00 1994 Page
12-0-9 11-2-13 f 21-5-0 1 31-7-3 42-10-0
2-0-0 11-2-13 10-2-3 10-2-3 11-2-13
5.000
5x5
D
3x4 3x4
v
46 46
of BBC EF
/ \ r'
j / 0
A L K J I H G
48 2x4 46 3x8 46 2x4 48
11-2-13 I 21-5-0 31.7-3 I 42-10-0
11-2-13 10-2-3 10-2-3 11-2-13
LOADING(pso SPACING 2.0.0 CSI DEFL (in) (loc) I/dc0 PLATES GRIP
'(CLI. 30.0 Plates Increase 1.15 TC 0.97 Vcrt(LL) 0.26 1M 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vcrt(TL) 0.43 J/FI 999
13CLL 0.0 Rep Stress]net YES WB 1.00 .Hoa(TL) 0.14 G n/a
DCDL 10.0 Code TPI - Min Length/LL dell=240 Weight:239(lbs)
LUMBER -- --- ---- BRACING --
TOP CI IORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-2-15 on center purlin spacing.
1307'CIIORD 2 X 6 SYP No.2 BOT CHORD A-L:5-9-2,K-1-:5-8-15, 1i-1:5-8-15,G-H:5-9-2,J-K:5-8-15,
WI7BS 2 X 4 SYP No.2-Except* 1-15-8-15.
B-1 2 X 4 SYP No.1,F-J 2 X 4 SYP No.I WEBS I Row at midpt B-1,J-D,J-F
REACTIONS (lbs/size) A=2287/0-3-8,G=2127/0-3-8
Max Hoa A=101(loadcase3)
Max Uplift A=4028(load case4J.G=-932(load case 4)
FORCES
TOP CHORD A-B=4016,B-C=-2735,C-D=-2735,D-E=-2735.E-F=-2735,F-G=4016
BOT CI[ORD G-11=3695,H-1=3695,1-1=3695•J-K=3695.K-I.=3695,A-L=3695
WEBS B-L=213,B-J=-1290. 13-3=1289.F-J=-]290,F-H=213
NOTES
I)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 p.sT lop chord dead load and 2.0 p.s.f
bottom chord dead load,0.0 miles from hurricane oceanline.on a category 1 enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber
Increase= 1.33,Plate Increase= 1.33.Both end verticals arc exposed.
LOAD CASE(S) Standard OF NEWYO
�.�. Lee.
J
a� 90
z
r W
W
�yJ #989189 ?U
FQ�ROPE5SIO?k
I
I Job Truss Truss Type Qty Ply
110 M0R4 HOWE 1 I NASSAU
L. _�_ —
3.000 s Jun 1 1994 MiTck Industries, Inc. Tue Jun 28 15:57:30 1994 Paec I
12-0-0T 11-2-13 i 21-5-0 -4— 31-7-3 I 42-10-0 44-10-0
2-0-0 11-2-13 10-2-3 10-2-3 11-2-13 2-0-0
5.000 r2
5x5
D
3x43x4
4x6 4x6
m BC EF
M I L:: , r't
m ui
0 0
I
A L K J I H G
48 2x4 46 3x8 4x6 2x4 4x3
11-2-13 21.5-0 I 31-7-3 42-10-0
11-2-13 10-2-3 10-2-3 11-2-13
LOADING(psp SPACING 2-0-0 CSI DEFL (in) (loc) Vdell PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.97 Vert(LL) 0.26 J/H 999 M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vcrt(TL) 0.43 J/H 999
BCLI. 0.0 Rep Stress Incr YES WB 1.00 _. Hoa(TL) 0.14 G n/a
BCDI- 10.0 Code TPI Min Length/LL deo=240 Weight:244(lbs)
IXNIBF'R BRACING
"rot,CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-2-15 on center purlin spacing.
1301 CHORD 2 X 6 SYP No.2 BOT CHORD A-L:5-10-4,K-L:5-10-1,H-1:5-10-1,G-HS-10-4,J-K:5-10-I.
WEBS 2 X 4 SYP No.2*Except' I-1:5-10-1.
B-12 X 4 SYP No.1,F-J 2 X 4 SYP No.) WEBS 1 Row at midpt B-1,1-D,J-F
REACTIONS (lbs/sizc) A=2287/0-3-8.G=228710-3-8
Max Hoa A-58(load cast 3)
Mex UpliB A=-1028(load case 4).G=-1028(load case 4)
FORCES
TOP CHORD A-B=4016,B-C=-2735,C-D=-2735.D-E=-2735,E-F=-2735. F-G=4016
BOT CHORD 0-1-1=3695,H-1=3695,I-J=3695,J-K=3695. K-L=3695.A-L=3695
WEBS B-L=213,8-1=-1290,D-1=1289,F-1=-1290,F-11-213
NOTES
I)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 2.0 p.s.f
bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber
Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed.
LOAD CASE(S) Standard SE OF HpH, Y
yt J��. Le@g9Rr
a� 90
z
W
W
�ysFc #069189 �rU`
AROFESStOtA
1�6 Truss Truss Type ;Qty Ply
— � I29�IZ
320 MOR7 MONO TRUSS ] i NASSAU
3.000 s Jun 11994 MiTek Industries,Inc. Tue Jun 28 15:54:14 1994 Paec I
-2-0-0 6-3-9 12-8-0
E I
2-0-0 6-3-9 6-4-7
1.5x4
Sx t, ti D
'..000 12 C
1.5x4
B
co
rn ��
0
1
A F E
3x4 3x4 3x4
6-3_9 I 12-8-0 i
6-3-9 6-4-7
I.OADING(psf) SPACING 2-M CSI DEFL (in) (loc) VdeO PLATES GRIP
TCLI, 30.0 Plates Increase 1.15 TC 0.41 Vert(LL) 0.03 F/E 999 M20(20ga) 258216
'1'CDL 10.0 Lumber Incrcasc 1.15 ! BC 0.32 Vcrt(TL) 0.06 RE 999
BCLL 0.0 Rep Stress lncr YES WB 0.26 Hort(TL) 0.01 E n/a
BCDI. 10.0 Code TPI Min Length/LL dell=240 Weight:61 (lbs)
LUMBER BRACING
TOP Cl IORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3.14 on center purl in spacing,
BOT CHORD 2 X 4 SYP No.2 except end verticals.
WEBS 2 X 4 SYP No.2 BOT CHORD A-F:6-3-0,E-F:6-3-0.
REACTIONS (lbs/size) A=779/0-3-8,E=619/0-3-8
Max Hare A=655(load case 3)
Max Uplift A=-339(load case 2).E=400(load case 3)
FORCES
TOP CHORD A-B=-743,B-C=-731,C-D=-O,D-E=-75
BOT CHORD E-17-195,A-F=675
WEBS B-F=-390,C-17=703,C-L'=-519
NOTES
I)This truss has been designed for the wind loads generated by 90.0 m.p.h. winds at 15.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 2.0 p.s.f
bottom chord dead load,0.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber
Increase= 1.33,Plate Increase= 1.33.Both end verticals arc exposed.
LOAD CASE(S) Standard OF NEW Yo
LeB,�R*
� 9
a o
z
r ?
6
yfP0 189 Er
�ROFESStONT
Jab Truss Truss Type Qty Ply
320 �MOR8G MONO TRUSS I I 3 NASSAU t 1 9 42
3.000 s Jun 1 1994 MiTek Industries,Inc. Tue Jun 28 15:55:35 1994 ['age I
-2-0-0 6-8-9 I 12-8-0
2-0-0 6-8-9 5-11-7
2x4
2 D
5.000F1_2 D
8x8
CO 2x4
r B
co
o
1
i A F E
3x8 5x5 5x5
3-PLY TRUSS
6-8-9 I 12-8-0 i
6-8-9 5-11-7
Plate Offsets(LeR,Top): [E:0-2-8,0-2-0[,[F:0-2-8.0-2-0)
LOADING(pso SPACING 2-0.0 CS1 DF.FL (in) (loc) I/dc8 PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(LL) 0.13 A/F 999 M20(20ga) 258,216
TCDL 10.0 Lumber Increase 1.15 BC 0.93 Vert(TL) 0.21 A/F 705
BCLI, 0.0 Rep Stress Incr NO WB 0.54 1lorr.(TL) 0.01 E n/a
BCDL 10.0 Code TPI Min Length/LL dell-240 Weight: 81 (lbs)
LUMBER �- -- — - --- BRACING - —_-
TOP CHORD 2 X 6 SYP No.2'Except' TOP CHORD Sheathed
D-E 2 X 4 SYP No.2 except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (lbs/size) A-6348/0-3-8,E=6188/0-3-8
Max Harz A=635(load case 3)
Max Uplift A=-338(load case 2),E=-392(load case 3)
FORCES
TOP CI IORD A-B=-7324, B-C=-7285,C-D=O, D-E=-75
BOT CHORD E F=1452,A-F=6724
WEBS B-F=-318,C-F=7995.C-E=-3735
NOTES
l)3-ply truss to be connected together with I0d nails as follows: Top chords connected with I rows)at 12 inches on center. _
Bottom chords connected with 1 row(s)at 12 inches on center. Webs connected with I row at 6 inches on center. jE OF Nfp Y
Legg;+
3)Special hanger or connection required to distribute the bottom chord uniform load into all plies.
a
LOAD CASE(S)
1)[,umber Increase=1.15.Plate Increase=1.15
Uniform Loads(lbs per R) 'L O
Vert:A-B=-80.0, B-C=-80.0.C-D=-80.0, E-F=-920.0,A-F=-920.0 QFC 91199 F�'
Concentrated Loads(lbs) pa0FE55tOR*�
Vert:A=-160.0
Jot) Truss Truss Type --------I[lty Ply - --- — ----
320 MOR9 MONO TRUSS INASSAU �" 42—
_.
3.000 s Jun 1 1994 MiTek Industries,Inc. Tue Jun 28 15:51:09 1994 Paec I
-2-0-0 i 10-8-0 12-8-0
2-0-0 10-8-0 2-0-0
1.5x4
5.000 12 2� E
8X0�
`O 1.5x4
C
3x /
4
B
N
r> /�
I
A G F
2x4 3x8 3x4
r 6-4-0 1 12-8-0
6-4-0 6-4-0
LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dcll PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.60 Vert(LL) 0.07 G/F 999 M20(20ga) 2581216
-fCDL 10.0 Lumber Increase 1.15 BC 0.29 Vcrt(TL) 0.12 GIF 999
BCLL 0.0 Rep Stress Incr YES WB 0.34 Hora(TL) -0.01 F n/a
BCDL - 10.0 - --Code - - - TPI - Min Length/LL deft=240 Weight:77(lbs)
LUMBER BILKING —� -
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
BOT Cl IORD 2 X 4 SYP No.2 except end verticals.
WEBS 2 X 4 SYP No.2 BOT CHORD A-G:6-3-0,F-0:6-3-0.
WEBS 1 Row at midpt G-D
REACTIONS (lbs/size) A=779/0-3-8, F^619/0-3-8
Max Horz A-838(load case 3)
Max Uplift A=-364(load case 2),F=497(Inad case 3)
FORCES
TOP CHORD A-B=-736,B-C=-516,C-D=-516, D-E=0. E-17=-75
130TCIIOIZD F-G=140,A-G=0
WEBS B-G=519,C-G=420,D-G=475.D-F=483
NOTES
1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 p.s.f top chord dead load and 2.0 p.s.f
bottom chord dead load,0.0 miles from hurricane occanline,on a category 1 enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber
Increase= 1.33,Plate Increase= 1.33. Both end verticals are exposed.
LOAD CASE(S) Standard
<£ OF NEIp 1.
Le41
a� 90
Ir
■ W
Z
ysFo 9189 �?ci
AROFESS10A
Job Truss Truss Tvpe Qty Ply
1320MORIOG MONO TRUSS-- 1 3 NASSAU
( Iz-99z
L—_ L
3.000 s on 1 1994 MiTek Industries, Inc. Tue Jun 28 15:49:14 1994 Page I
-2-0-0 10-8-0 12-8-0
2-0-0 10-8-0 2-0-0
2x4 ii
8x8 %2, D
5.000[12 y
m
N
4x4
C, B
N
A F E
2x6 11 10x10 = 46 11
3-PLY TRUSS
6-4-0 12-8-0
6-4-0 6-4-0
Platc Offsets(X,Y): (E:0-1-12,0-3-0(.(C:0-14.0-4-8(
LOADING(psl) SPACING 2-M CSI DEFL (in) floc) I/defl PLATES GRIP
'I CLL 30.0 Plates Increase 1.15 TC 0.28 Vert(LL) 0.11 RE 999 M20(20ga) 258/216
TCDL 10.0 Lumber Increase 1.15 BC 0.82 VCfi(TL) 0.18- FIE 805
BCI.I. 0.0 Rep Stress Incr NO WB 0.37 HOR(TL) ' -0.00 E n/a
BCDI- 10.0 Code TPI Min Length/LL dc0=240 Weight:94(lbs)
LUMBER BILKING
TOP CHORD 2 X 4 SYP No.2 -Except* TOP CHORD Sheathed
B-C 2 X 6 SYP No.2,C-D 2 X 6 SYP No.2 except end verticals.
BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing.
WEBS 2 X 4 SYP No.2
REACTIONS (lbs/size) A=6348/0-3-8.E=6188:0-3-8
Max Hoa A=818(load case 3)
Max Uplift A--360(Ioad case 2}E 185(load case 3)
FORCES
TOP CHORD A-B=-3622,B-C=4705,C-D=O,D-E=-75
BOT CHORD E-F=980,A-F=0
WEBS B-F=4515,C-F=5585,C-E=-3294
NOTES
1)3-ply truss to be connected together with I Od nails as follows: Top chords connected with 1 row(s)at 12 inches on center.
Bottom chords connected with I row(s)at 12 inches on center. Webs connected with 1 row at 6 inches on center.
S Y
Legg9+�
3)Special hanger or connection required to distribute the bottom chord uniform load into all plies.
a� 90
LOAD CASE(S) r to
1)Lumber Increase-1.15,Plate Increase=1.15
Uniform Loads(Ibs per ft) y'ie' /069189 FSU
Vert:B-C=-80.0,C-D=-80.0,E-F=-920.0.A-F=-920.0
Concentrated Loads(lbs) AROFE55tos
Vert:B=-160.0
Job Truss Truss Type Qty Ply
t[ z 2
x`20 MORI2 f1OWE 1 1 NASSAU 9 9
3.000 s Jun 1 1994 MiTek Industries,Inc. Tue Jun 28 15:40:42 1994 Page 1
8-1-14 f 16-0-3 1 25-3-1 25-j-13 35-10-0 37-10-9
2-0-0 8-1-14 7-10-6 9-2-14 0-1-12 10-5-3 2-0-0
5.000
5x6=
E
6x6 s
4x6 s 4x6
C D /� F 5x6 c
of G
2x5 it `�� �!" J m
B 5x7=\ c
e
hj K
1 5x7=
A 10.207L2 I H
4x5= 3.000 F1 2 5x6 11 45=
9-11-4 19-7.0 25-3-1 F 35-10-0
9-114 9-7-12 5-8-1 10-6-15
Plate Offsets(X,Y): [A:0-1-12,0-2-01,[E:0-2-8,0-3-01,[J:0-3-0,0-3-0]
LOADING(pso SPACING 1-0-0 CSI DGFL (in) (loc) I/dc0 PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.48 Vcrt(LL) 0.31 J 999 M20(20ga) 258/216
'I CDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) 0.51 1 832 - - - --
BCLL 0.0 Rep Stress[net YES WB 0.96 Horz(TL) 0.33 H n/a
13CDL 10.0 Code TPI Min Length/LL dell=240 Weight:216(lbs) —
1,Uil1 BER BRACING
TOP Cl[ORD 2 X 6 SYP No.2*Except* TOP CHORD Sheathed or 2-11-3 on center purlin spacing,
A-B 2 X 4 SYP No.2 except end verticals.
BOT Cl[ORD 2 X 6 SYP No.2 BOT CHORD A-K:6-3-0,J-K:6-3-0,1-J:6-3-0,H-1:6-3-0.
WEBS 2 X 4 SYP No.2*Except* WEBS I Row at midpt A-C.K-E
A-C 2 X 4 SYP NoA D
REACTIONS (lbs/size) A=969/0-3-8,H=969/0-3-8
Max Hort A=-131(load case 2)
Max Uplill A=436(load case 4), H=-739(load case 4)
FORCES
l'OP CIIORD A-B=-229,B-C=O,C-D=-1951,D-E=-1951,E-F=-0190,F-G=-4190-G-11=-1633
BOT CHORD 1-14=1505,1-J=1977,J-K=1831,A-K=1795
WEBS A-C=-2073,C-K=83,E-K=37,E-1=2891,G-J=2362,G-I=-I 196
NOTES
I)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 15.0 feet above ground level,using 5.0
p.s.f.top chord dead load and 2.0 p.s.f bottom chord dead load,0.0 miles from hurricane oceanline,on a category 1 jE OF HEN YO
enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33,Plate Increase= 4' �, Lee 9r
1.33.Both end verticals arc exposed. 4JV g9'9O
LOAD CASE(S) Standard
Z
rr`yf Ute?
Fa 69189 ��
440FESSIONry
Job LT-
C Truss Type Qty Ply
� 1 �-q4L
32 3 HOWE 1 I NASSAU
3.000 s Jun 1 1994 MiTek Industries.Inc. Tue Jun 28 15:43:08 1994 Page I
r2-0-OF 6-7-10 I 16-0-3 25-4-12 1 35-10-0 317-10-Q
2-0-0 6-7-10 9-4-9 9-4-9 10-5-4 2-0-0
5.000
5x6=
E
4x6 s 4x6
m 5x5 s D F 5x6 c
cb C G
46 s
rC? B
10
A M L K J I H
2x5 it 5x5= 4x6= 500= 4x6= 2x5 i i 4x6=
6-7-10 T 16-0-3 F 25-4-12 + 35-10-0
6-7-10 9-4-9 9-4-9 10-5-4
Plate Offsets(X,Y): [B:0-2-8,0-2-0)
LOADING(pso SPACING 2-M CSI DEFL (in) (loc) I/den PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) 0.16 K/1 999 M20(20ga) 258/216
TCDL 10.0 Lumber increase 1.15 BC 0.66 Vert(TL) 0.26 K/J 999
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 H n!a
13CDL 10.0 Code TPI Min Length/LL den=240 Weight:219(lbs)
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2•Except• TOP CHORD Sheathed or 2-9-5 on center purlin spacing,
A-B 2 X 4 SYP No.2 except end verticals.
130TCHORD 2 X 6 SYP No.2 BOT CHORD A-M:6-3-0,L-M:6-3-0,I-J:6-3-0, H-1:6-3-0,K-L:6.3-0,J-K:6-3-0,
WEBS 2 X 4 SYP No.2 WEBS 1 Row at midpt K-E,C-K. K-G,B-M
REACTIONS (lbs/size) A=193710-3-8,H=1937!0-3-8
Max Horz A=-260(load case 2)
Max Uplift A--872(load case 4),H=-877(load case 4)
FORCES
TOP CHORD A-B=-1872,B-C=-2328,C-D=-2039,D-E=-2039,E-F=-2039,F-G=-2039,G-H=-3220
BUT CHORD H-1=2962,I-J=2962,1-K=2962,K-L=2149,L-M-2149,A-M=-O
WEBS B-M=2220,C-M=-398,C-K=-295,E-K=818,G-K=-1192,G-1=197
NOTES _
1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 OF NEW
p.s.f. top chord dead load and 2.0 p.s.f bottom chord dead load.0.0 utiles from hurricane oceanline,on a category I Zt yO
enclosed building,of dimensions 45.0 by 24.0 with exposure D(ASCE 7-88). Lumber Increase= 1.33, Plate Increase= ytr �. Le
1.33. Both end verticals are exposed.
a`r o
1.0;\D CASE(S) Standard -z
r W
W
rn
V
ileo { 9189 �r
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