HomeMy WebLinkAboutGarage ADU trusses 7-18-19 s _
I
2s 00 00
4-00-00 17-00-00 A 4-00-00
Bo1
- Z -00 ' e02 C 2-0b 00 1
i
i
0
o g
N �I
N $ N
N
i
i
I
-- - ---- - -- -- ----- ----- ---- --------- ----- ----- =-a'
r N N N N N N N N N r r
0 0 0 0 0 0 0 0 0 0 0 0
a a a a a a a a a a a a
25-00-00
CUSTOMER SHEDHORN CONST Hip Lines,O
SIMKIN$HALLIN WALK g
JOB NAME Horizontal Overhang Lines,39
ADDRESS 502TRACY Raked Overhang Lines,73.19
326 North Broadway JOB NUMBER Ridge Lines,38.5
Bozeman, MT 59715 DESIGNER JOHNDEANE(406) 586-5495 Roof Area,762.77
(406)586-2653 FAX DATE a��no�e Valley Lines,27.29
0 russ TrUSS Type SHEDHORN CONST 502 TRACY
502 TRACY A01 Cc� 3 1 _1 - - -
_ eference o tional_
Simkins Halin m11er Co.,Bozeman,MT 59715 Run:8.230 s Nov 17 2018 Print:8.230 s Nov t 7 2018 PATek Industries,Inc. Thu Apr 11 14:39:39 2019 Page 1
ID:vi 1 CROgINMzCvGcX9vn4ahzRrKB-MfhLz98X4f4pbGkeJT7B4W Iu9vD72jywOXTjDhzRl90
-1.0.0, 6-6-8 1 12-0-0 17-5-8- 24-0-0
1-D D 6-6-8 5.5.8 5.5-8 6-6-8 -
Scale=1:39B
3.00 12 4
12 13
3 5
11 14
10 15
+ 2 6
82
1 a
9 8 7 Io
1446#,-281#
1315#;-223#
845 i 15.7-11 24-0-0
- - - - - 7.3-5 8 45
TOLLING(psf41 O SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
(Roof Snow=41.0) Plate Grip DOL 1.15 TC 0.89 -0.33 7-9 >855 240 MT20 169/123
TCDL 8.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.51 7-9 >551 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.12 6 n/a n/a
BCDL 7.0 Code IRC2012/TP12007 Matrix-S Weight:81 lb FT=20%
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
WEBS 2x4 SPF-S Std with any other live loads.
BRACING- 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all
TOP CHORD areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
Structural wood sheathing directly applied. any other members.
BOT CHORD 7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to
Rigid ceiling directly applied or 8-4-9 oc bracing. bearing walls due to UPLIFT at it(s)6 and 2.This connection is for uplift only and
does not consider lateral forces.
MiTek recommends that Stabilizers and required cross bracing be installed during 8)This truss is designed in accordance with the 2012 International Residential Code
truss erection in accordance with Stabilizer Installation guide. sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
REACTIONS. (lb/size)
6 - 1315/0-5-8 (min.0-1-8) LOADCASE(S)
2 = 1446/0-5-8 (min.0-1-9) Standard
Max Herz
2 = 61(LC 18)
Max Uplift
6 = -223(LC 11)
2 = -281(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD
2-10=-3997/647,10-11=-3927/650,3-11=-3859/658,
3-12=-3432/518,4-12=-3359/525,4-13=-3377/537,
5-13=-3451/525,5-14=-3923/678, 14-15=-3953/670,
6-15=-4013/669
BOT CHORD
2-9=-640/3797,8-9=-355/2581,7-8=-355/2581,6-7=-618.'3831
WEBS
4-7=-158/1103,5-7=-921/263,4-9--153/1052.3-9=-874/255
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.8psf;
BCDL=4.2psf;h=25ft;Cat. II;Exp C;Enclosed;MWFRS(envelope)gable end zone and
C-C Exterior(2)-1-0-7 to 1-11-9, Interior(1)1-11-9 to 12-0-0,Exterior(2)12-0-0 to 15-0-0
,Interior(1)15-0-0 to 23-9-4 zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL-1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=41.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;
Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00
times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
o russ russ ype y SHEDHORN CONST 502 TRACY
502 TRACY A02 co' 9 1 —Is,
aference o tionaj)_
Simkins HaMin Cumber Co.,Bozeman,MT 59715 Run:8.230 s 2018 Print:Nov 17 8.230 s Nov 17 2018 MiTak Industries,Inc. Thu aap�rr t t 14:39:39 2019 Page
ID:vi1 CROgINMzCvGcX9vrAahzRrKB-MfhLz98X4f4pbGkeJT764WIurvEL2jGwOXTjDhzRigo
-1-0 0 6-6-8 12-0-0 17-5-8
1.0-0 6-6.8 5.5-8 � — i —- 23.8 14 -
5-5-9 6.3-6
Scale-1:39.4
3.00 12 4
12 13
3 5
11 j 14
1
10 5
2
1 6
b �1
9 8 7 0
1440#/-281#
8-4-5 15-7-11 23-8-14
8-4-5 73-5 8 1.3
Plate Offsets(X,Y)-- 16:0-1-7,Edae1
TOADING(psf41.07
0 SPACING 2-0-0 CSI. DEFL. in (loc) 1/defI Ud PLATES GRIP
(Roof Snow=41.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.32 7-9 >869 240 MT20 169/123
TCDL 8.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.50 7-9 >558 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.11 6 n/a n/a
BCDL 7.0 Code IRC2012/TP12007 Matrix-S Weight:80 lb FT=20%
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00
WEBS 2x4 SPF-S Std times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
BRACING- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
TOP CHORD with any other live loads.
Structural wood sheathing directly applied or 2-2-0 oc purlins. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all
BOT CHORD areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
Rigid ceiling directly applied or 8-4-12 oc bracing. any other members.
7)Refer to girder(s)for truss to truss connections.
truss recommends that Stabilizers and required cross bracing be installed during 8)Provide mechanical connection(by others)of truss to bearing plate capable of
truss erection,in accordance with Stabilizer Installation guide. withstanding 100 lb uplift at joint(s)except Ut=lb)6=221.
REACTIONS. (lb/size) 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to
6 = 1310/Mechanical bearing walls due to UPLIFT at it(s)2.This connection is for uplift only and does not
consider lateral forces.
2 1440/0 5 8 (min.0-1-9)
10)This truss is designed in accordance with the 2012 International Residential Code
Max Horz 2 61(LC 14)
sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1.
=
Max Uplift
6 = 221(LC 11) LOAD CASE(S)
2 = -281(LC 10) Standard
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD
2-10=3977/645,10-11=-3906/648,3-11=-3838/655,
3-12=-3412/515,4-12--3339/522,4-13=-3336/530,
5-13=-3409/519,5-14=-3866/667,14-15=-3895/660,
6-15--3955/659
BOT CHORD
2-9=-638/3778,8-9--353/2561,7-8--353/2561,6-7=-607/3771
WEBS
4-7=-154/1077,5-7=-897/258,4-9--152/1051,3-9=-872/255
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL-4.8psf;
BCDL=4.2psf;h=25ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)gable end zone and
C-C Exterior(2)-1-0-7 to 1-11-9,Interior(1)1-11-9 to 12-0-0,Exterior(2)12-0-0 to 15-0-0
,Interior(1)15-0-0 to 23-8-2 zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-10;Pf=41.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;
Ct=1.10
3)Unbalanced snow loads have been considered for this design.
r502T7RACY
ruSS rUSS YPQ - ty y SHEDHORN CONST 502 TRACY
A03 Co N Supported Gable 2 1
efererlce o tionaq
Simkins Hallin Cu r Co,Bozeman,MT 59715 Run:8.230 s Nov 17 2018 Pnnt:8.230 s Nov 17 2018 MiTek Industries,Inc. Thu Apr 11 14:39:40 2019 Page 1
I D M 1 CROgINMzCvGcX9vn4ahzR rKB-gsFjAV99ryCgCQJrtBeQdjg9bJhxnK83FBCH17zRl9n
1-0-0 i 12-0-0 _ + 24-0-0
-0-0 12.0.0 12-0-0
Scale=1:39.8
3.00 12 6 7
4 2 5 21 8
3 9
19 'IT t 22
18 23
2
10
b
17 16 15 14 13 12 it
24-0-0 _
_ 24.0.0
T (psf)10 SPACING 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
(Roof Snow=41.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.02 1 n/r 120 MT20 169/123
TCDL 8,0 Lumber DOL 1.15 BC 0.16 Vert(TL) 0.04 1 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 10 n/a n1a
BCDL 7.0 I Code IRC2012/TP12007 Matrix-S Weight:81lb FT=20%
LUMBER-
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr 8)Gable studs spaced at 2-0-0 oc.
OTHERS 2x4 SPF-S Std 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
BRACING- with any other live loads.
TOP CHORD 10)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all
Structural wood sheathing directly applied or 6-0-0 oc purlins. areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
BOT CHORD any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 11)Provide mechanical connection(by others)of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s)10,2.
MiTek recommends that Stabilizers and required cross bracing be installed during 12)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to
truss erection,in accordance with Stabilizer Installation uide. bearing walls due to UPLIFT at jt(s)15, 16, 17,13, 12,and 11.This connection is for
uplift only and does not consider lateral forces.
REACTIONS. All bearings 24-0-0. 13)This truss is designed in accordance with the 2012 International Residential Code
(lb) Max Herz
sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
2= 61(LC18)LC
Max Uplift
All uplift 100 lb or less at joints)10,2, 15,16,13,12 LOAD CASE(S)
except 17—159(LC 14),11=-166(LC 15) Standard
Max Grav
All reactions 250 lb or less at joint(s)14, 16, 12 except
10=274(LC 22),2=387(LC 21),15=363(LC 21), 17=774(LC 21),
13=371(LC 22),11=821(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS
5-15=-317/150,3-17=-643/231,7-13=-326/152,9-11=-691/277
NOTES-
1)Wind:ASCE 7-10;Vul1=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.8psf;
BCDL=4.2psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and
C-C Corner(3)-1-0-7to 1-11-9,Exterior(2)1-11-9 to 12-0-0,Corner(3) 12-0-0 to 15-0-0,
Exterior(2)15-0-0 to 24-0-0 zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
2) 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 ANSVTPI 1.
3)TCLL:ASCE 7-10;Pf-41.0 psf(flat roof snow);Category 11;Exp C;Fully Exp.;
Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00
times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing,
ru_Ss fuss ype SHE WRN CONST 50 TTRACY -
502 TRACY 601 GA'1 1
aference(optional__
SImId11s HaBin LUmuer CO.,t3ozeman,MT 59715 Run:8.230 s Nov 17 2018 Print:8.230 s Nov 17 2018 MiTek Industries,Inc. Thu Apr 1 1 14:39:41 2019 Page 1
ID:vil CROgINMzCvGcX9vn4ahzRrKB-12p5OrAocGKWgau 1 Qu9f9xNOwj2KWoTDUrygHazRl9m
1-0.0 "_0 1 F 1-8-0-0 1
8-6-0-6-0 1.0.0
Scale.1:30A
3.o0 12 5
4 6
18 19
3 7
16 17 20 21
a 2 _ g
' -- 9 IM
0
15 14 13 12 11 10
17-OA
— _ 17-" _
LTCLL OADING(psf41 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
F
(Roof Snow=41.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.01 9 n/r 120 MT20 169/123
TCDL 8.0 Lumber DOL 1.15 BC 0.08 Vert(TL) 0.02 9 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 8 n/a n/a
BCDL 7.0 Code IRC2012ITPI2007 Matrix-S Weight:56 Ib FT=20%
LUMBER-
TOP CHORD 2x4 DF No.t&Btr
BOT CHORD 2x4 DF No.1&Btr 8)Gable studs spaced at 2-0-0 oc.
OTHERS 2x4 SPF-S Sid 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
BRACING- with any other live loads.
TOP CHORD 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all
Structural wood sheathing directly applied or 6-0-0 oc purlins. areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
BOT CHORD any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 11)Provide mechanical connection(by others)of truss to bearing plate capable of
withstanding 100 Ib uplift at joint(s)2,8.
MiTek recommends that Stabilizers and required cross bracing be installed during 12)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to
truss erection,in accordance with Stabilizer Installation guide. bearing walls due to UPLIFT at jt(s)12, 14, 15,11,and 10.This connection is for
uplift only and does not consider lateral forces.
REACTIONS. All bearings 17-0-0. 13)This truss is designed in accordance with the 2012 International Residential Code
(lb) Max Horz
2=-42(LC 19) sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LC
Max Uplift
All uplift 100 lb or less at joint(s)2, 12, 14,11,8 LOAD CASE(S)
except 15=-109(LC 14), 10=-109(LC 15) Standard
Max Grav
All reactions 250 lb or less at joint(s)14,11 except
2=331(LC 21),12=251(LC 1),15=568(LC 21), 10=568(LC 22),
8=331(LC 22)
FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS
3-15=-478/169,7-10=-478/169
NOTES-
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=4.8psf;
BCDL=4.2psf;h=25ft,Cat. II;Exp C;Enclosed;MWFRS(envelope)gable end zone and
C-C Corner(3)-1-0-7 to 1-11-9,Exterior(2)1-11-9 to 8-6-0,Corner(3)8-6-0 to 11-6-0,
Exterior(2)11-6-0 to 18-0-7 zone;cantilever left and right exposed;end vertical left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.33 plate grip DOL=1.33
2) 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.
3)TCLL:ASCE 7-10;Pf=41.0 psf(flat roof snow);Category ll;Exp C;Fully Exp.;
Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00
times flat roof load of 41.0 psi on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
fuss FUSS ype Ply SHEDHORN CONST 502 TRACY
502TRACY B02 Cor�Girder 1 2
_ ference o tionalL
Sinddns Hallin LOmL Co.,Bozeman,MT 59715 Run:8,230 a Nov 17 2018 Print:8.2ov s Nov 17 2018 MTek Industries,Inc.Thu Apr 11 14:39:41 2019 Page 1
ID:vi 1 CROgINMzCvGcX9vn4ahzRrKB-12p5OrAocGKWgau 1 Qu9f9xNDZjrEWhmDUrygHazRl9m
5-5.0 8-6-0 11-7-0 17-0-0
5-5-0 — 3-1-0 ' 3-1-0 5-5-0
Scale=1:27.0
3.00 12 3
2 4
10 1 11
1 5
o - B7 Lj LlB2 -----
I
12 13 9 14 8 15 7 16 6 17 18 19
5757#/-1013#
6464#f-1137#
5.5.0 8-6-0 11-7-0 17-0-0 _f
5-5-0 3-1-0 —~ 3-1-0 t 5-5-0
Plate Offsets(X,Y)-- fi:0-5-4 0-0-21 f5:0-5-4 0-0-21 I7:0-5-0 0-6-41LOAD _
TCLL (psf410 SPACING 2-0-0 CSI. ; DEFL. in (loc) I/defl L/d PLATES GRIP
(Roof Snow=41.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.42 6-7 >471 240 MT20 169/123
TCDL 8.0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.64 6-7 >308 180 M18SHS 220/195
BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 5 n/a n/a
BCDL 7,0 Code IRC2012/TP12007 Matrix-S Weight:162 lb FT=20%
LUMBER-
TOP CHORD 2x4 DF 240OF 1.7E
BOT CHORD 2x8 DF 225OF 1.9E 3)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;
WEBS 2x4 SPF-S Std'Except` TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)
W1:2x4 DF No.1&Btr gable end zone;cantilever left and right exposed;end vertical left and right exposed;
BRACING- Lumber DOL=1.33 plate grip DOL=1.33
TOP CHORD 4)TCLL:ASCE 7-10;Pf=41.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;
Structural wood sheathing directly applied or 2-6-11 oc purlins. Ct=1.10
BOT CHORD 5)Unbalanced snow loads have been considered for this design.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
REACTIONS. (lb/size) with any other live loads.
1 = 5757/0-5-8 (min.0-3-1) 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all
5 = 6464/0-5-8 (min.0-3-7) areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and
Max Herz any other members.
1 = 35(LC 10) 9)LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing
Max Uplift walls due to UPLIFT at jt(s)1 and 5.This connection is for uplift only and does not
1 1013(LC 6) consider lateral forces.
5 = -1137(LC 7) 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.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 11)Use Simpson Strong-Tie LUS28(6-SD9112 Girder,4-SD9212 Truss,Single Ply
TOP CHORD Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to
1-1 0=-1 6895/2936,2-1 0=-1 6841/2941,2-3=-13978/2422, 16-0-12 to connect truss(es)A02(1 ply 2x4 DF)to front face of bottom chord.
3-4=-13978/2422,4-11=-1 6929/2957,5-11=-1 6983/2953 12)Fill all nail holes where hanger is in contact with lumber.
BOT CHORD 13)LGT2 Hurricane ties must have two studs in line below the truss.
1-1 2=-2861/1 6392,12-13=-2861/16392,9-13=-2861/16392,
9-1 4=-2861/1 6392,8-14=-2861/16392,8-15=-2861/16392, LOAD CASE(S)
7-15=-2861/16392,7-16=-2848/16478,6-16=-2848/16478, Standard
6-17=-2848/16478,1 7-1 8=-2848/1 6478,18-19=-2848/16478,
5-19=-2848/16478 1)Dead +Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
WEBS Uniform Loads(plf)
3-7=-1087/6333,4-7=-3321/619,4-6=-274/1457,2-7=-3228/601, Vert:1-3=-98,3-5=-98, 1-5=-14
2-9=-271/1405 Concentrated Loads(lb)
Vert:12=-1296(F)13=-1296(F)14=-1296(F)15=-1296(F)16=-1296(F) 17=-1296(F)
NOTES- 18=-1296(F)19=-1298(F)
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-4-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 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.