HomeMy WebLinkAboutTRUSS PAPERWORKTruss
Truss Type
Qty
Ply
1-J4 1-3-0. 1-9-8 24)-0 1-6-8 243-0
By
St LU
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15-7-12
LOADING ipsq
SPACING 2-0-0
CS1
DEFL (in) (loc) Vdefl
PLATES GRIP
BCDL 15.0
Code TPI
(Matrix)
M.in Length / LL defl = 360
Weight: 165 (lbs)
LUM13ER BRACING
WEBS 4 X 2 SYP No.2ND BOTCHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
FORCES
NOTES
1) Recommend 2x6 strongbacks, on edge', spaced at 10 feet on center and fastened to each truss with 3-1 Od n ails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
2y CAUTION, Do not erect truss backwards.
LOADCASE(S) Standard
No. $911-428
STATE ot-
OR
N.
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Job a
i
Truss
Truss Type
aty
Ply
MEN0206F
FT1
FLOOR
1
1
BLUEWATER PSL KATZMAN RES 1ST FLOOR
SPACE COAST
TRUSS, INC. 3.300 a Sep 201995 iTek Industries, Inc. Thu May 30 16:38:08 1996 Page 1
1-24
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-4 7-2-12 2-12 2-12 13-7-12 4-7-1 21-9-12 23-0-12
0-24
7-2-12 14-0 1-" 4-5-0 1-0-0 14)-0 6-2-0 1-3-0
Plate Offsets
(Left,Top): [17:0-3-0,0-1-8], [20:0-2-0,0-2-0], [24:0-3-8,0-2-0]
LOADING (psi)
SPACING 2-0-0
CSI
DEFL (in) (loc) Vdefl
PLATES GRIP
TCLL 40.0
Plates Increase 1.00
TC 0.82
Vert(LL) 0.61 2425 428
M20(20ga) 258/216
TCDL 10.0
Lumber Increase 1.00
BC 0.67
Vert(TL) 0.84 2425 312
BCLL 0.0
Rep Stress Incr YES
WB 0.37
Horz(TL) 0.06 20 n/a
BCDL 5.0
i
Code TPI
(Matrix)
Min Length / LL deft = 360
Weight:165 (Ibs)
LUMBER I
TOP CHORD
BRACING
4 X 2 SYP SS TOP CHORD Sheathed or 3-8-14 on center purlin spacing,
BOT CHORD
4 X 2 SYP SS except end verticals.
WEBS
4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
REACTIONS
(lbs/size) 20=1316/0-0-8,1=1193M-6-0
FORCES
TOP CHORD
1-2=-49, 2-3=0, 3-4'=-2364, 4-5=2364, 5-0=-4047, 6-7=-4047, 7-8=-5253, 8-9=- 743, 9-10=5743, 10-11=-4972,11-12=-4972, _
1
12-13=-4081,13-14=-4081,14-15=2416,15-16=-2416,16-17=22,17-18=0,18-19=-31
23-24=4972, 24-25=5519, 25-26=5253, 26-27=5253, 27-28=5253, 28-29=3304,
BOT CHORD
19-20=-22, 20-21=1304, 21-22=3358, 22-23=4972,
WEBS
1-29=1240
1-3=1681, 3-29=1493, 4-29=108, 5-29=1248, 5-28=986, 6-28=-05, 7-28=-1405, 7-27=344, 8-26=-071, 8-25=595, 9-25=190,10-25=298,
10-24=726, 11-24=117, 12-23=695, 12-22=1568, 13-22=234, 14-22=959, 14-21=1251, 15-21=109,16-21=1476, 16-20=1726,
17-20=-175,17-19=32
NOTES
1) Recommend
2x6 strongbacks, on edge, spaced at 10 feet on center and fastened to each truss with 3-10d nails.
Strongba�ks
to be attached to walls at their outer ends or restrained by other means.
2) CAUTION,
Do not erect truss backwards. 40( I
MJS regQ �ue`CnG�¢aY4k°tpro��tu,s' w/ eelC'o(vucNS.••
LOADCASE(S)
Standard l I
R Z55
'S ides jojSk l 2X l2 Y2, NO-6-1 ' 12c1 Na; 15 (4 o �C , „or�r Coe,
s;d►4,
�1y�.°oa ��65�t .��.� o-t�..,� s;a�. ,tea., �CN
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rnd. Nails �n o<<�
� 30 fad
Job Truss Truss Type aty Ply
M12000 FT21) FLOOR 3 1 MEN - 02 06 F
RPAM: MAST TRUSS. INC_ 3.300 a Sep 201995 MTek Industries. Ir
3d F.P. rrur 3y ,• No-rcN
UX4 >DO 1.5x! 30 1.W 34 1.5.4 >n 1.5+4 34 1.W 4M 1.SrA 1 J]O 1.5s9 SO 13M
c e 7 S 9 10 11 12 13 IV 1s 1e 17 a 1•
iP
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NA1z Wliod 4 0.�.
4-10-2 5.10-2 6-10-2 15-M 214W2 21 _0
4-10-2 1-" 1-0-0 8-9-14 6-0-12 0-2-4
Plate Offsets (Left,Top): - 11 4:0-M,0-1 -8],(23:0-2-0,0-1-8]
LOADING (pso SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) 0.13 2627 999 M20(20ga) 258216
TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) 0.18 2627 999
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 23 n/a
BCDL 5.0 Code TPI (Matrix) Min Length / LL deft= 360 Weight:146 (Ibs)
LUMBER I BRACING
TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center pudin spacing,
BOT CHORD 4 X 2 SYP No.2D except end verticals.
WEBS 4 X 2 SYP No.2ND BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
REACTIONS (Ibs/size) 23=1 63910-3-8, 1 =723/0-3-8
FORCES
TOP CHORD 1-2=54, 2-3=0, 34=-1264, 4-5=-1264, 5.6=1896, 6-7=1896, 7-8=-1M. 8-9=1940, 9-10=1392,10-11=1392,11-12=224,12-13=224,
j 13-14=1605,14-15=1214,15-16=1214,16-17=282,17-18=282,18-19=0,19-20=-49
BOT CHORD 20-21=-61, 21-22=671, 22-23=-1605, 23-24=-598, 24-25=880, 25-26=1737, 26-27=1896, 27-28=1896, 28-29=1660,1-29=710
WEBS 11-3=966, 3-29=753, 4-29=-146, 5-29=540, 5-28=488, 6-28=-338, 7-27=102, 7-26=78, 8-26=160, 9-26=276, 9-25=-469,10-25=129,
11-25=695, 11-24=-892,12-24=129, 13-24=1117,13-23=-1341, 14-23=718, 14-22=701, 15-22=-80, 16-22=-737, 16-21=528,
17-21=124, 18-21=301,18-20=85
NOTES
1) Recommend 2x6 strongbacks, on edge, spaced at 10 feet on center and fastened to each truss with 3-10d nails. Strongbacks to be attached to walls at
their outer, ends or restrained by other means.
2) CAUTION, Do not erect truss backwards.
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No. 3952—
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