HomeMy WebLinkAboutTRUSS SPECS - 18-00219 - 273 Rebecca Ave - AdditionScale =1A9.1
5. DO Fl2
4x4 = 3x4 = 3.4 = 3x4 = 44 =
p5-8 2-602.p�12 10-615 19-3-1 27.9-0 28-0-0 30-0-0
d11 1-690-h- 2 BN63 I Ass 983 0- - 2 2-0-0 1
1�
Plate Offsets (X,Y)-- f3:0-4-0.0-3-01.
f5:0-4-0.0-3-01
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL
In
(loc)
gdeff
Ud
PLATES GRIP
TCLL 35.0
Plate Grip DOL 1.15
TC 0.54
Vert(LL)
-0.21
9-11
>999
360
MT20 220/195
(Roof Snow=35.0)
Lumber DOL 1.15
BC 0.42
Vert(CT)
-0.29
9-11
>999
240
TCDL 7.0
Rep Stress Incr YES
WB 0.55
Horz(CT)
0.06
8
n/a
n/a
BOLL 0.0
Code IRC2015/TP12014
Matrix -R
Wind(LL)
0.04
9-11
>999
240
Weight: 1361b FT=O%
BCDL 7.0
LUMBER -
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr
WEBS 2x4 DF Stud/Std
BRACING
TOPCHORD
BOT CHORD
WEBS
REACTIONS. (Ib/size) 8=1470/0-5-8 (min. 0-1-9), 12=1470/0-5-8 (min. 0-1-9)
Max Hoa 12-71 (LC 12)
Max UpIi08=-85(LC 14),12=-1 23(LC 14)
FORCES. (lb) - Max. Comp tMaz. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-14=-1741/166, 14-15=-1726/176, 4-15=-1629/187, 4-16=-1629/187, 16-17--1726/176,
5-17=-1741/166
BOT CHORD 11-12=-9411670,11-19=-35/1272,10-19=-35/1272,10-20---35/1272, 9-20=-35/1272,
8-9=-94/1670
WEBS 4-9=-13/561, 5-9=-410/99, 5.8=-1820/210. 6-8=-485/145, 411=-13/561,3-11 410/99,
3-12=-1820/210,2.12=-4851145
Structural wood sheathing directly applied or 4-1-11 oc pudins
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 5-8,3-12
MiTek recommends that Stabilizers and required cross bracing
be Installed dudng W ss erection, in accordance with Stabilizer
Installation guide.
NOTES -
1) Wind: ASCE 7-10; Vult=1I Smph (3 -second gust) Vasd=91 mph; TCDL=4.2psF BCDL-1.2psf; h=25h; B=45g; L=3011; eave=40; Cal. II;
Exp B; enclosed; MWFRS (directional) and C -C Exlerior(2) 0-0-0 to 3-0-0. Interior(1) 39-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL -1.60 plate grip DOL -1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This buss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads.
5) ' This buss 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.
6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=1b)
12=123.
7) This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVrPI 1.
LOAD CASE(S) Standard
are" River Tun a umponeme. x Fm. iu astul, snaxn Gex,rnm RUn:6.210eM 122018 PW:a.21osW12418MT"MU$eba.bo. mu 2510: a2uls Mel
ID:m71CNzvO0LdMKYM_TfQlsKrpCGt-GEgov8x7MNwpztHDeLtUGb1m NQXwBmzMnvX
15-0-0 30-0-0
15.0-0 150-0
4x4 -
5.00 12
Scab -1 A9.1
3x4
30 29 26 27 26 25 24 23 U 21 20 19 18
3x4
So 2-0-0 30-0-0
0-8- 1-6-8 28-0-0
M
mss ype
LOADING (Pat) SPACING. 2-0-0 CSI. DEFL in
Aaron SMpeMae9
e07eo-1a
AM
GAfiLE
2
1
18 n/a n1a
BCDL 70 Code IRC2015/1"P12014 Matrix -R
Weight: 1441b FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Btr TOP CHORD
Job Reference (optlona0
are" River Tun a umponeme. x Fm. iu astul, snaxn Gex,rnm RUn:6.210eM 122018 PW:a.21osW12418MT"MU$eba.bo. mu 2510: a2uls Mel
ID:m71CNzvO0LdMKYM_TfQlsKrpCGt-GEgov8x7MNwpztHDeLtUGb1m NQXwBmzMnvX
15-0-0 30-0-0
15.0-0 150-0
4x4 -
5.00 12
Scab -1 A9.1
3x4
30 29 26 27 26 25 24 23 U 21 20 19 18
3x4
So 2-0-0 30-0-0
0-8- 1-6-8 28-0-0
Plate Offsets (X Y)- 113:0.0-0.0-0-01 _
LOADING (Pat) SPACING. 2-0-0 CSI. DEFL in
floc) Vdefl Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a
- n/a 999 MT20 220/195
(Roof Snow, -35.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a
- n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.25 Hom(CT) -0.01
BCLL 0.0
18 n/a n1a
BCDL 70 Code IRC2015/1"P12014 Matrix -R
Weight: 1441b FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Btr TOP CHORD
Structural mod sheathing directly applied or 10-0-0 oc pudins.
BOT CHORD 2x4 OF 1800F 1.6E or 20 DF NO.18Btr BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 OF Stud/Std
Mi Tek recommends that Stabilizers and required cross bracing
gbe
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All hearings 26-0-0.
(lb) - Max Horz 31=-71(LC 12)
Max Uplift All uplift 1001b or less at joint(s) 26, 27, 28, 29, 30, 31, 23, 22, 21, 20, 19,18
Max Grav All reactions 2501b or toss at joint(s) 28, 29, 30, 21, 20, 19 except 24-375(LC 1),
26=290(LC 18),
27=275(LC 18), 31=435(LC 18), 23=290(LC 19), 22=275(LC 19), 18=435(LC 19)
FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-125/311, 2-3=-92/271, 3-4=-74/289, 5-6=-46/285, 6-7=31/285, 832--5/287,
8-9=0/282,9-10=0/282, 10,33=-5/287, 11-12=-31/285, 12-13= 46/285, 14-15=-74/289,
15-16=-93/271, 16-17--125/311
WEBS 9-24=-346/22,8-26-262/59, 231=-302!101, 10-23=-262/59, 16-18=-302/101
NOTES -
1) Wind: ASCE 7-10; Vuft=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11;
Exp B; enclosed; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 15-0-0, Extedor(2) 15-0-0 to 18-0-0 zone;
cantilever left and right exposed ; end vertical lett and right exposad;C-C for members and forces 8 MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL -1.60
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=35.0 psf (Oat roof snow); Category II; Exp B; Partially Exp.; Ct=1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 2x4 MT20 unless otherwise indicated.
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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell 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 Ib uplift at joint(s) 26, 27, 28, 29, 30, 31,
23, 22, 21, 20,19,18.
10) Non Standard hearing condition. Review required.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/RPI 1.
LOAD CASE($) Standard