HomeMy WebLinkAboutTRUSS SPECS 2 - 18-00271 - 251 Baldwin Dr - New SFR0
1!>-056506T.
russ russ ype
·GABLE
KARTCHNER FS5B7 ROCKFORD B
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Scale: 1/4"=1'
6.oo[T2
3x4 c-AD AC AB AA z
Plate Offsets (X,Yl:: [F:0-3-0,0-3-0j, [L:0-3-0,0-3-0j, [X:0-3-0,0-3-01
LOADING (psi) TCLL 30.0 TCDL 7.0 BCLL 0.0 * BCDL 7.0
LUMBER·
SPACING-2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Iner YES Code IRC2015/TPI2014
CSI. TC 0.06 BC 0.02 WB 0.13 Matrix-SH
y
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr or 2x4 DF-N 1800F 1.6E
4x5::...
J
�'T2 '--K
X
5x6-
28-0-0 28-0-0
DEFL. Vert(LL) Vert(CT) Horz(CT)
I �-� I
w
in -0.00 -0.00 0.01
V
(Joe) Q Q p
I/defl n/r n/r n/a
u
5x6,
L
Ud 120 120 n/a
T
Sheathed or 6-0-0 oc purlins.
Q ----.
s R 3x4 =
PLATES GRIP MT20 220/195
Weight: 147 lb FT= 20%
BRACINGTOP CHORD BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
0
OTHERS 2x4 OF Stud/Std r·MiTek recommends that Stabilizers and required cross.bracing·-·-··1
I be installed during truss erection_ , in accordance with Stabilizer . Installation guide. ______________ ------� REACTIONS. All bearings 28-0-0. (lb}· Max Horz B=-133(LC 9) Max Uplift All uplift 100 lb or less atjoi nt(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less atjoin t(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R
FORCES. (lb) -Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown.
NOTES-1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) ga b le end zone; canti lever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified bu ilding designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent wi th any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joi nt(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
CASE # 18-00271