HomeMy WebLinkAboutTRUSS SPECS - 17-00723 - 741 S 2275 W - New SFRW
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NSS
Nss ype
ty y KARTCHNER HOMES SF12B9D1 SPEC
17-103813T
Al
GABLE
1 1 1
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.i&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
Rigid calling directly applied or 10-0-0 oc bracing.
Joh Reference(optional)
i
ID:uuIN?pdbNmHgG10i16Ve6yIK?MvaTEKe4ceGkPKkaEfDLiN1A911pY1-7e' yI gm
-1-0-P 23.2.0 46-4-0 47-4-0
-0 23.2-0 23-2-0 --- - -0
5x6 =
5.00 FQ
Scale= 1:78.1
4x5 = AT AS AR AQ AP AO AN AM Al- AK AJ Al AH AG AF AE AD AC AS AA 2 4x5 =
5x6 = 5x6 =
LOADING (psi
TCLL 35.0
TCDL 7.0
BCLL 0.0 '
BCDL 7.0
SPACING- 1-0-0
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress Incr YES
Code IRC2012/TPI2007
CSI.
TC 0.04
BC 0.02
WB 0.08
Matrix -SH
DEFL. in floc) /dell L/d
Vert(LL) 0.00 X n/r 120
Vert(TL) 0.00 Y n/r 120
Horz(TL) 0.01 X n/a n/a
PLATES GRIP
MT20 220/195
Weight: 2781b FT 20%
LUMBER- BRACING.
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.i&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD
Rigid calling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 OF Stud/Std `Except' WEBS
1 Row at midpt M -AJ, L -AK, N -AI
ST11,ST10,ST9: 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. All bearings 464-0.
(lb) - Max Horz B=89(LC 12)
Max Uplift All uplift 1001b or less at joint(s) B, AK, AL, AM, AN, AO, AP, AQ, AR, AS, AT, Al. AH, AG, AF, AE, AD,
AC, AB, AA, X, Z
Max Gmv All reactions 250 Ib or less at jolnt(s) B, AJ, AK, AL, AM, AN, AO, AP, AO, AR, AS, AT, Al, AH, AG, AF,
AE, AD, AC, AB, AA, X, Z
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) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever 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 building designer as per ANSIITPI 1.
4)All plates are 2x4 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 psf bottom chord live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wde will ft
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) B, AK, At, AM, AN,
AO, AP, AD, AR, AS, AT, Al, AH, AG, AF, AE, AD, AC, AB, AA, X, Z.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
i
9.12 MT18H II
5.00 12
Scale =1:77.3
2x4 II 5X6 = 3x8 - 5X6 = 2x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
TCLL
35.0
Plate Grip DOL
1,15
TC
0.78
Vert(LL)
-0.13
B -P
>999
360
TCDL
7.0
Lumber DOL
1.15
BC
0.44
Vert(TL)
-0.23
B -P
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB
0.55
Horz(TQ
0.04
J
n/a
n/a
BCDL
7.0
Code IRC2012/TP12007
Matrix
-SH
Wind(LL)
0.08
S -P
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD
WEBS 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E'Except'WEBS
W4,W6: 2x4 OF Stud/Std
REACTIONS. (Ib/size) B=840/0-5-8 (min. 0-1-8), N=3191/0-5-8 (min. 0-3-6), J=682/0-3-8 (min. 0-1-8)
Max Horz 8=178(LC 12)
Max UpliftB=-218(LC 8), N=-521 (LC 8), J=-219(LC 9)
Max Grav B=990(LC 19), N=3191 (LC 1), J=865(LC 20)
PLATES GRIP
MT20 220/195
MT18H 220/195
Weight: 220 lb FT=20%
Sheathed or 4-5.4 oc pudins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt F -N, G -N, I -M, E -N, C -O
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-1557/295, C -D=-551/362, D -E=-326/400, E -F=-121/1193, F -G=-28/1380, G -H=-84/605,
H-1=-238/567, 1J=-1272/302
BOT CHORD B -P=-359/1324, O -P=-359/1324, O -Q=-351/397, N -Q=-351/397, N -R=-541/207, M -R=-541/207,
L -M=-242/1064, J -L=-242/1064
WEBS F -N=1500/251, G -N=.1192/394, G -M=-66/490, I -M=-1054/327, I -L=0/291, E -N=-1300/409,
E-0=-51 /527. C -O=-1023/327. C -P=0/272
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will ft
between the bottom chord and any other members, with BCDL = 7.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) B=218,
N=521, J=219.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
eMU WESI(IU U �ALLbb), IUVtU VHLb, N tl U[
5.00 12
5.6 =
Scale = 1:77.7
2x4 I[ 5x8 = 318 = 5x8 = 3x8 =
15-5-5 23-2-0 30-10-11
LOADING (pan SPACING- 2-0-0 CSI.
TCLL 35.0 Plate Grip DOL 1.15 TC 0.95
TCDL 7.0 Lumber DOL 1.15 BC 0.76
BCLL 0.0 ' Rep Stress Incr YES WB 0.83
BCDL 7.0 Code IRC2012rrP12007 Matrix -SH
Nss Nee Type
floc) 1/dell L/d
P >999 360
O -P >947 240
P >999 240
y K RTCHNER HOMES SP128901 SPEC.
r0
1l 111137
A3 Roof Spedal
2
1
TOP CHORD
Sheathed.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
Job Reference (optional)
eMU WESI(IU U �ALLbb), IUVtU VHLb, N tl U[
5.00 12
5.6 =
Scale = 1:77.7
2x4 I[ 5x8 = 318 = 5x8 = 3x8 =
15-5-5 23-2-0 30-10-11
LOADING (pan SPACING- 2-0-0 CSI.
TCLL 35.0 Plate Grip DOL 1.15 TC 0.95
TCDL 7.0 Lumber DOL 1.15 BC 0.76
BCLL 0.0 ' Rep Stress Incr YES WB 0.83
BCDL 7.0 Code IRC2012rrP12007 Matrix -SH
DEFL. in
Ven(LL) -0.31
Vert(TL) -0.52
Horz(TL) 0.19
Wind(LL) 0.16
floc) 1/dell L/d
P >999 360
O -P >947 240
P >999 240
PLATES GRIP
MT20 220/195
Weight:2251b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed.
BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 OF Stud/Std *Except*
WEBS
1 Row at midpt C -P, E -O, G -O, I -M
MiTek recommends that Stabilizers and required cross bracing
W4,W2,W i s 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF
1.6E
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (Ib/size) B=2067/0-5-8 (min. 0-2-3), M=2648/0-5-8 (min. 0-2-13)
Max Horz B=178(LC 12)
Max UpliftB=432(LC 8), M=-522(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-4252/828, C -D=-3289/634, D -E=-3064/657, E -F=-2305/480, F -G=-2302/503,
G -H=-2325/452, H-1=-2475/442, 1J=-2291783. J -K=-306/811
BOT CHORD B -Q=-849/3796, P -Q=-849/3796, P -R=-562/2923, O -R=-562/2923, O -S=-267/2227,
N -S=-267/2227, M -N=-221/1683, K -M=-659/321
WEBS C -Q=0/275, C -P=-956/311, E -P=-52/484, E-0=-1226/395, F -O=-202/1067, G -O=-474/207,
G -N=-335/123, I -N=-61(/10, I -M=-3074/553, J -M=-497/229
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf 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, with BCDL = 7.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=432,
M=522.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
NSS
NSS ype
ype
ty
y KARTCHNER HOMES SF12B9 Di SPEC
77-7D3813T A4
RWas
5
1
O >999 360
MT20 220/195
TCDL 7.0
Job Reference (optional)
BMC WEST
ID 83402
5.0052
5,6 =
Scale = 1:74.2
3x4 = 5x8 = 3x8 = 5x6 - 3x4 = 5x6 =
38-7-5
LOADING (psf)
SPACING- 2-0-0 CSI.
DEFL. in
(loo) 1/deo L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15 TC 0.55
Vert(LL) -0.38
O >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15 BC 0.72
Ved(TL) -0.65
N -O >813 240
BCLL 0.0 '
Rep Stress Incf YES WB 0.69
Horz(TL) 0.24
K n/a We
BCDL 7.0
Code IRC2012/TPI2007 Matrix -SH
Wind(LL) 0.20
O >999 240
Weight: 229 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2X4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
TOP CHORD
Sheathed or 2-6-12 oc purlins, except end verticals.
BOT CHORD 2X4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E
BOT CHORD
Rigid ceiling directly applied or 6-9-4 oc bracing.
WEBS 2x4 DF Stud/Std *Except*
WEBS
1 Row at midpt E -N, G -N, I -K
MITek recommends that Stabilizers and required cross bracing
W3,W2,W is 2x4 DF 1600E 1.6E or 2x4 DF No.1&Bir or 2z4 DF -N 1800E 1.6E
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) B=2251/0-5-8 (min. 0-2-6), K=2140/Mechanical
Max Horz B=209(LC 8)
Max UpliftB=-453(LC 8), K=-400(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD B -C=-4776/918, C -D=-4481/878, D -E=-3630/715, E -F=-2733/541, F -G=-2733/560,
G -H=-3368/647, H -I=-3382/650
BOT CHORD B -P=-979/4293, O -P=-778/3734, O -Q=-567/3110, Q -R=-567/3110, N -R=-567/3110,
N -S=-391/2939, S -T=-39112939, M -T=-391/2939, L -M=-514/3232, K -L=-512/2765
WEBS C -P=-398/201, D -P=-115/536, 0-0=-7351276, E-0=-1511691, E -N=-1096/366, F -N=-288/1562,
G -N=-878/314, G -M=-91/438, H -M=-408/201, H -L= -310/96,1 -L= -17/428,1-K=-3288/616
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members, with BCDL = 7.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=1 b) B=453,
K=400.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIfrPI 1.
LOAD CASE(S) Standard
a
mssI mss I ype
QtY
PlY
KARTCHNER HOMES SF1269 D1 SPEC
i]-1030137
A5 GABLE
1
1
LOADING (psf)
SPACING- 1-0-0
Job Reference (optional)
om,...��, w ..... ..........n,..,.,,.., GA 10.w, 20 2017 .,,, ,-.I oo.o, -I e,
ID:uutN?pdbNmHgGlOil6VeOyIK?C-QhH6n7WpwUgmMBCYg?heuUbiHSDOiTlQr35utly Jgg
4
Scale = 1:74.2
5x6 =
5.00 12
M N
X
3x6 = AT AS AR AQ AP AO AN AM AL AK AJ At AH AG AF AE AD AC AB AA Z Y
5x6 = 5x6 = 2x4 11
44-1-0
Plate Offsets (X,Y)--
fH:0-3-0,0-3-01,IR:0-3-0,0-3-01,fAG:0-3-0.0-3-01.
fAN:0-3-0.0-3-01
LOADING (psf)
SPACING- 1-0-0
CSI.
DEFL.
in
(loo)
I/defl
Ltd
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.08
Vert(LL)
-0.00
A
n/r
120
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.03
Vert(TL)
0.00
A
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB
0.08
Horz(TL)
0.00
Y
n/a
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix
-SH
Weight: 2721b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Blr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except and verticals.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Blr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 OF Stud/Std WEBS 1 Row at midpt M -AJ, L -AK, N -AI
OTHERS 2x4 OF Stud/Std'Except*
ST11,STi0,ST9: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E
REACTIONS. All bearings 44-1-0.
(lb) - Max Horz 8=104(LC 8)
Max Uplift All uplift 100 Ib or less at joint(s) B, AK, ALL, AM, AN, AO, AP, AQ, AR, AS, AT, Al, AH, AG, AF, AE, AD,
AC, AS, AA, Z
Max Grav All reactions 250 Ib or less at joints) Y, B, AJ, AK, AL, AM, AN, AO, AP, AQ, AR, AS, AT, Al, AH, AG,
AF, AE, AD, AC, AS, AA, Z
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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever 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 building 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 psf bottom chard live load nonconcurrent with any other live loads.
8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, AK, AL, AM, AN,
A0, AP, AQ, AR, AS, AT, AI, AH, AG, AF, AE, AD, AC, AB, AA, Z.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSlrrPI 1.
LOAD CASE(S) Standard
Job
russ
I russ I ypeOty
y
MRTCHNER HOMES SF12B9 D1 SPEC
1]-003813T131
GABLE
I
LOADING (psf)
q
2
Job Reference (optional)
bMU WGtl I IRJN U rau.51, IUMU YHLLS, V 0J9U2 d.1 IU s Vcl 2U Lul r MI I OK InauSmes, Inc. rn NOV 1 / ee:3L582017 Pagge 1
ID:uulN4pdbNmHCjGIDil 6Ve0yIK?C-rGyFP8ZiOPCKDfw7L7ELW6D8Zf2mdobX1 KVUCyIJgd
-1-0-0 3-9-13 8-0-12 it -5-7 13-3-72 17-0-0 20.8-0 244 8
1-0-0' 3-9-13 4-2-15 3d-11 1-10.5 3-8.4 3E-4
Scale =1:45.4
2x4 =
4x5 =
412 11 1202 = 3.4 11
3-9-13 8-0-12 10-71-75 11-5-7 15-9-2 20.0-13 23-5-7 24-4-8
3-9-13 4-2-15 2-71-3 0-5 4-3-17 4-3-17 3-4-10 0-77-1
Plate Offsets (Xy
1B:0-3-0,0-2-111. 1F:0-2-0,0-0-71
LOADING (psf)
SPACING- 2-0-0
I
CSI.
DEFL.
in
floc)
Well
L/d
PLATES
GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC
0.39
Vert(LL)
-0.11
R -S
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.87
Vert(TL)
-0.17
R -S
>765
240
BCLL 0.0 '
Rep Stress Incr NO
WB
0.92
Horz(TL)
0.03
Q
n/a
We
BCDL 7.0
Code IRC20121TP12007
Maldx-SH
Wind(LL)
0.06
R -S
>999
240
Weighl:3011b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-6-9 oc pudins.
BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF NoA&Btr or 2x4 DF -N 1800F 1.6E'Except'B0T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
131: 2x6 OF 1800F 1.6E or 2x6 OF $S, B2: 2x4 OF Stud/Std
WEBS 2x4 OF Stud/Std *Except*
W7: 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E
OTHERS 2x4 OF Stud/Std
REACTIONS. All bearings 12-0-0 except (jt=length) B=0-5-8, 0=0-5-8, J=0-3-8.
(Ib)- Max HorzB=139(LC27)
Max Uplift All uplift 100 Ib or less at joint(s) O, J except 1=-223(LC 19), B=-894(LC 8), Q=-184(LC 5), P=-1642(LC
8), M=-470(LC 19), K=-761(LC 19)
Max Grav All reactions 2501b or less atjoint(s) I, O, N, L, J except B=4581(LC 19), Q=1033(LC 20), P=8077(LC 1),
M=281(LC 17), K=313(LC 17)
FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-8543/1614, C -D=-2413/487, D -E=-747/3869, E -F=-691/3815, F -G=-304/1826,
G -H=-105/678, H -I=-128/561
BOT CHORD B -AF= -1571f7817, S -AF= -15711/817, S -AG= -1571/7817, R -AG= -1571(/817, E -P=-320/118,
O -P=-2125/483, N -O=-2125/483, M -N=-2125/483, L -M=-1425/305, K -L=-1425/305,
J -K=-510/111, IJ= -510/111
WEBS C -S=-758/4184, C -R=-5988/1214, O -R=-1114/5939, P -R=-434/2200, D -P=-6914/1401,
F -P=-3408/649, F -M=-198/1035, G -M=-718/217, G -K=-228/1228, H -K=-264/128
NOTES -
1) 2 -ply truss to be connected togelherwith 10d (0.131"4") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) 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 building designer as per ANSIfrPI 1.
6) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
7) All plates are 1.5x4 MT20 unless otherwise Indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
10)' This truss has been designed for a live load of 20.Opsf 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.
Continued on page 2
a
NSS
NSS ype
ty,
y
K RTCHNER HOMES SF1289D1 SPEC
17.103813T
B1
GABLE
1
2
Job Reference (optional)
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
8.110s Oct 202017 MiTek lndusldes, Inc Fri Nov 1708: 37:582017 Paget
ID:uutN?pdbNmHCjGI0i16Ve0yIK?C-rGyFP8ZiOPCKDfw7L7ELW6D8Zf2wvdoU(1 KYUCyIJgd
NOTES -
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)0. J except (jl=1b) 1=223, B=894, Q=184, P=1642, M=470,
K=761.
12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to
connect truss(es) A4 (1 ply 2x4 DF -N or DF) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact wth lumber.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A -F=-84, F-1=-84, B -Q=-14, I -P=-14
Concentrated Loads (Ib)
Vert: 5=-2126(8) R= -2126(B) AF= -2126(8) AG= -2126(8) AH= -2126(8)
p
mss
mss Type
y KARTCHNER HOMES SR 289 D1 SPEC
174039137
Ci
Common Suppoltad Gable
1 1
' Job Reference (optional)
BMU WhU I(IUN1U VLb1, IVMU VALLJ, IV UMU[ U.tlUs( 2U2017MIlaxmUUeNes,IaG Yn NOV1708:87:592017 Pd99e1
ID:uutN?pdbNmHCjGI0il6VeOyIK?CJS WddUZKJKBrpVKvnna3KlOh3b?elcOmg350eyIJgc
-1-0.0 5-8-12 11-5-7 12-5-7
1-0-0 5-8-12 - __- 5-8-11 1-0-0
I
Scale =1:21.7
4x5 =
_ J I H _
3x4 — 3x4
1.5x4 11 1.5x4 11 1.5x4 II —
i
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 11-5-7.
(lb) - Max Horz B=50(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, F except J=-112(LC 8), H=-111(LC 9)
Max Grant All reactions 250 lb or less at joint(s) I except B=256(LC 1), F=256(LC 1), J=358(LC 1), H=358(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS C -J=-287/131, E -H=-287/130
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the Imes only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads.
7) `This truss has been designed for a live load of 20.Opsf 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) B, F except fjt=lb)
J=112, H=111.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
11-5-7
11-5-7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
floc)
Idell
L/d
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.11
Vert(LL)
0.00
G
n/r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.05
Vert(TL)
0.01
G
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(TL)
0.00
F
We
n/a
BCDL 7.0
Code IRC2012/TPI2007
Matrix -SH
Weight: 42 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 11-5-7.
(lb) - Max Horz B=50(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, F except J=-112(LC 8), H=-111(LC 9)
Max Grant All reactions 250 lb or less at joint(s) I except B=256(LC 1), F=256(LC 1), J=358(LC 1), H=358(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS C -J=-287/131, E -H=-287/130
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the Imes only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads.
7) `This truss has been designed for a live load of 20.Opsf 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) B, F except fjt=lb)
J=112, H=111.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
mss
I mss I ype Qty
Ply
KARTCHNER HOMES SF12B9 01 SPEC
17-103813T
C2
Common '2
1
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
Job Reference (0otiona0
BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83,102
4x5 =
Scale =1:21.7
3x4 `— ° 3x4
i
LOADING (psf)
TCLL 35.0
TCDL 7.0Lumber
BCLL 0.0 '
BCDL 7.0_
SPACING -2;1-0
Plate Grip DOL 1.15
DOL 1.15
Rep Stress Incr VES
Code IRC2012RPI2007
CSI.
TC 0.35
BC 0.24
WB 0.09
Matrix -SH
DEFL. in
Ve I( CL) -0.04
Vert(TL) -0.07
Horz(TL) 0.01
Wind(LL) 0.02
(loc) I/defl L/d
B -F >999 360
B -F >999 240
D n/a n/a
B -F >999 240
PLATES GRIP
MT20 220/195
Weight: 3816 FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
TOP CHORD
Sheathed or 6-0-0 oc purlins.
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud/Std
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installationguide.
REACTIONS. (Ib/size) B=647/0-5-8 (min. 0-1-8), D=647/0-5-8 (min. 0-1-8)
Max Hom B=50(LC 12)
Max UpliftB=-139(1-C 8), D=-139(LC 9)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -C=-829/134, C -D=-829/133
BOT CHORD B -F=-78/672, D -F=-78/672
NOTES -
i) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) B=139,
D=139.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard